HomeMy WebLinkAboutCAG2021-137 - Original - Associated Underwater Services, Inc. - Lake Fenwick Hypolimnetic Aerator Improvements - 03/18/2021ApprovalOriginator:Department:
Date Sent:Date Required:
Authorized to Sign:
Director or Designee Mayor
Date of Council Approval:
Grant? Yes No
Type:Review/Signatures/RoutingDate Received by City Attorney:
Comments:
Date Routed to the Mayor’s Office:
Date Routed to the City Clerk’s Office:Agreement InformationVendor Name:Category:
Vendor Number:Sub-Category:
Project Name:
Project Details:
Agreement Amount:
Start Date:
Basis for Selection of Contractor:
Termination Date:
Local Business? Yes No*
Business License Verification: Yes In-Process Exempt (KCC 5.01.045)
If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace.
Notice required prior to disclosure?
Yes No
Contract Number:
Agreement Routing Form
For Approvals, Signatures and Records Management
This form combines & replaces the Request for Mayor’s Signature and Contract Cover Sheet forms.
(Print on pink or cherry colored paper)
Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20
Budget Account Number:
Budget? Yes No
Dir Asst:
Sup/Mgr:
Dir/Dep:
rev. 200821
FOR CITY OF KENT OFFICIAL USE ONLY
(Optional)
* Memo to Mayor must be attached
CAG2021-137
DATE: March 2, 2021
TO: Kent City Council
SUBJECT: Lake Fenwick Hypolimnetic Aerator Improvements Project
Bid - Award
MOTION: Award the Lake Fenwick Hypolimnetic Aerator Improvements
Project to Associated Underwater Services, Inc. in the amount of
$922,592.31 and authorize the Mayor to sign all necessary documents,
subject to final terms and conditions acceptable to the City Attorney and
Public Works Director.
SUMMARY: The project will retrofit the current aerator in Lake Fenwick. The
improved aerator will provide more oxygen to the deepest section of the lake,
thereby reducing the potential for harmful algae blooms and improving water
quality for wildlife and park users. Work will be on-land and in-water. On-land work
will include the following: demolishing equipment pads and the roof of the
compressor building; pouring new concrete equipment pads; furnishing and
installing new mechanical aeration equipment in the building; installing a new
concrete roof; installing a metal roofing system and plywood sheathing over the
roof slab; installing a maintenance hatch in the roof; repainting the building’s
exterior walls; and rerouting conduit to support upgraded electrical service. In -
water work will include removing and disposing of the current separator box, inlet
pipes, and outlet pipes; installing a new separator box, diffuser assembly, inlet
pipes, outlet pipes, and lateral distribution pipes; placing concrete buoyancy
anchors along the lateral distribution pipes; and testing the assembled aeration
system.
The bid opening for the Lake Fenwick Hypolimnetic Aerator Improvements Project
was held on February 23, 2021 with three bids received. The lowest responsible and
responsive bid was submitted by Associated Underwater Services, Inc. in the
amount of $922,592.31.
Bid Tab Summary
01. Associated Underwater Services, Inc. $922,592.31
02. McClure & Sons, Inc. $925,423.53
03. Rognlin’s, Inc. $995,716.88
Engineer's Estimate $917,408.25
BUDGET IMPACT: Funding from the King County Flood Control District’s Sub-
Regional Opportunity Fund-$893,147 in total-will cover most construction costs.
The remaining costs will be covered by drainage funds from the stormwater utility,
which has budgeted funds for the project.
SUPPORTS STRATEGIC PLAN GOAL:
Evolving Infrastructure - Connecting people and places through strategic investments in physical
and technological infrastructure.
Thriving City - Creating safe neighborhoods, healthy people, vibrant commercial districts, and
inviting parks and recreation.
ATTACHMENTS:
1. Lk Fenwick Aerator Improvements Rebid Bid Tab (PDF)
CONFORMED TO ADDENDUM 1
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
Lake Fenwick Hypolimnetic
Aerator Improvements
Project Number: 18-3003
BIDS ACCEPTED UNTIL
February 23, 2021
10:00 A.M.
BID OPENING IMMEDIATELY FOLLOWING
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
CHAD BIEREN, P.E.
INTERIM PUBLIC WORKS DIRECTOR
INDEX
Section 1 Bidder’s Package
Section 2 Payment and Performance Bond
and Contract
Section 3 Table of Contents
Section 4 Kent Special Provisions
Section 5 Project Sign Template
Section 6 Permits
Section 7 Traffic Control Plans
Section 8 Prevailing Wage Rates
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
Lake Fenwick Hypolimnetic
Aerator Improvements
Project Number: 18-3003
BIDS ACCEPTED UNTIL
February 23, 2021
10:00 A.M.
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
1/22/21
CHAD BIEREN, P.E.
INTERIM PUBLIC WORKS DIRECTOR
BIDDER,S NAM iolrc0 l,r]r,nut,rl',r 6n,
CITY OF KENT
KrNG COUNTY, WASHTNGTON
KENT SPECIAL PROVISIONS FOR
Lake Fenwick HyPolimnetic
Aerator Improvements
Project Number: 18-3OO3
BIDS ACCEPTED UNTIL
February 23, 2O2L
1O:OO A.M.
BID OPENING IMMEDIATELY FOLLOWING
DELIVER TO
CITY OF KENT, CITY HALL
22O 4th Avenue S., Kent, WA 98032-5895
CHAD BTEREN, P.E.
INTERIM PUBLIC WORKS DIRECTOR
KENT
WASHINGTON
ORDER OF CONTENTS
Invitation to Bid
Contractor Compliance Statement
Declaration – City of Kent Equal Employment Opportunity Policy
Administrative Policy 1.2 – Minority and Women Contractors
City of Kent Equal Employment Opportunity Compliance Statement
Proposal
Subcontractor List (over $1 million) – HVAC, Plumbing, and Electrical
Subcontractor List (over $1 million) – Structural Steel Installation Rebar Installation
Contractor’s Qualification Statement
Statement that Bidder Has Not Been Disqualified
Certification of Compliance with Wage Payment Statutes
Proposal Signature Page
Bid Bond Form
Combined Declaration Form
Non-Collusion, Minimum Wage
Change Order
Bidder’s Checklist
Payment and Performance Bond
Contract
Table of Contents
Kent Special Provisions
Project Sign Template
Permits
Traffic Control Plans
Prevailing Wage Rates
INVITATION TO BID
Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City
Clerk's office through February 23, 2OZ1. up to 1O:OO o.tn. as shown on the clock on the east
wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent,
Washington. All bids must be properly marked and sealed in accordance with this "Invitation to
Bad." Bids must be delivered and received at the City Clerk's office by the above-stated time,
regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud
immediately following 1O:OO d.m. for the City of Kent project named as follows:
Lake Fenwick Hypolimnetic Aerator Improvements
Project Number: 18-3OO3
The CiW of Kent will conduct the bid opening at the time and date as scheduled'
however, due to the coronavirus disease 2019 (COVID-l9) and its impacts the bid
opening process will take place as follows:
Bidders shall call the City Clerk at (253) 856-5725 to drop off bids. The CiU Clerk will
read the bids out loud from the Clerk's office, Individuals can stand in the lobby
outside the Clerk's office during the bid opening to hear the bid results' but must
stand 6 feet or more apalt.
The project will retrofit the current aerator in Lake Fenwick, located at 26015 Lake Fenwick Road
South in Lake Fenwick Park, Kent, WA. The improved aerator will provide more oxygen to the
deepest section of the lake, thereby reducing harmful algae blooms and improving water quality
for wildlife and park users. Work will be on-land and in-water. On-land work will include the
following: demolishing 4 concrete equipment pads; demolishing the approximately 450-square-
foot concrete roof of the compressor building; pouring 5 new concrete equipment pads;
furnishing and installing new aeration equipment in the building (air compressor, air receiving
tank, oil-water separator, oxygen generator, and oxygen receiving tank); installing an
approximately 45O-square foot concrete roof with a mono-slope of 3:t2; installing a metal
roofing system and plywood sheathing over the roof slab; installing a maintenance hatch in the
roof; repainting the building's exterior walls; and rerouting approximately 50 feet of 3-inch
conduit to support upgraded electrical service. In-water work will include removing and
disposing of the current separator box, inlet pipes, and outlet pipes; installing a new
approximately 25O-square-foot separator box, diffuser assembly, 72-inch diameter inlet pipes,
24-inch diameter outlet pipes, and lO0-foot-long lateral distribution pipes; placing concrete
buoyancy anchors along the lateral distribution pipes; and testing the assembled aeration
system. The project will have a 3-year warranty, during which the Contractor will be responsible
for repairing and/or replacing all damaged or poorly performing equipment. All work will be in
accordance with the design plans, Kent Special Provisions, and current WSDOT Standard
Specifications. The Contractor will not be permitted to perform any in-water work from April 1
through July 15. The Contractor shall anticipate this restriction in their schedule and construction
procedures, Contract days may be suspended as needed to accommodate this restriction on in-
water work. No additional compensation will be granted to the Contractor for this time
restriction. An optional viewing of the existing compressor building will be available to bidders on
February 16 from 2 to 4 p.m. and February t7 from 7:30 to 9:30 a.m.
The City of Kent has determined the project is essential pursuant to the Governor
Inslee issued Proclamation 2O-25. Should a contract be executed and this
Proclamation or a similar proclamation be in place, specialized plans and protocols
must be established and implemented to meet the social distancing and sanitation
measures set fofth by the United States Department of Labor or the Washington State
Department of Health. It is the contractor's responsibility to implement these
measures.
The Engineer's estimated cost for this project is approximately $930,000. Bid documents may be
obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508.
For technical questions, please call Meara Heubach at 253'579-5764.
Bids must be clearly marked *Bid' with the name of the project on the outside of the envelope,
addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will
be accepted. No facsimiles or electronic submittals will be considered.
Each bid shall be in accordance with the plans and specifications and other contract documents
now on file in the office of the City Engineer, City of Kent, Washington. Plans and
specifications can also be downloaded at no charge at KentWA.gov/doing'
business/bids-procurement. Copies of the WSDOT Standard Specifications are available for
perusal only.
Apprentice Utilization Requirements are mandatory for all public works estimated to cost one
million dollars or more, in which case no less than L5o/o of the labor hours must be performed by
apprentices. KCC 6.01.030.
A cashier's check, cash or surety bond in the amount of 5olo of the bid must be included with the
bid.
The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates
or to waive any informalities in the bidding and shall determine which bid or bidders is the most
responsive, satisfactory and responsible bidder and shall be the sole judge thereof. Note: The
award of the contract will not occur until the City of Kent has reviewed all bids for
responsiveness and responsibility determinations and the Kent City Council has formally
awarded the contract.
No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit
or as a defense to any action based upon the neglect or refusal to execute a contract.
Bidders must submit with their initial bid a signed statement as to whether they have previously
performed work subject to the President's Executive Order No. 11246.
No bidder may withdraw his/her bid for a period of siXty (60) days after the day of bid opening.
Dated this 8th day of February, 2O2L.
BY:
Kimberley oto, City Clerk
Published in Daily Journal of Commerce on February 9 and t6,2O2t.
CONTRACTOR COM PLIANCE STATEMENT
(President's Executive Order # LL246)
D ?
This statement relates to a proposed contract with the City of Kent named
Lake Fenwick Hypolimnetic Aerator Improvements
Project Number: 18-3OO3
I am the undersigned bidder or prospective contractor. I represent that -
1 I(have,have not, participated in a previous contract or
subcontract subject to the President's Executive Order #Lt246 (regarding equal
employment opportunity) or a preceding similar Executive Order.
kq*;o(,,i lr ,!*r,,oL L 9.V(r oC.$,nI't
NAME OF BIDDER
BY
SIG ATURE/TITLE
1 *,h*"fua,
lnlnt At€, i)<{ 4rd.D
kx
ADDRESS
(Note to Bidders: The information required in this Compliance Statement is
informational only)
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
1 February 8,2O2L
DECLARATION
crTY oF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY
The City of Kent is committed to conform to Federal and State laws regarding equal
opportunity. As such, all contractors, subcontractors and suppliers who perform work
with relation to this contract shall comply with the regulations of the City's equal
employment oppottunity policies.
The following questions specifically identify the requirements the City deems
necessary for any contractor, subcontractor or supplier on this specific contract to
adhere to. An affirmative response is required on all of the following questions for this
contract to be valid and binding. If any contractor, subcontractor or supplier willfully
misrepresents themselves with regard to the directives outlined, it will be considered a
breach of contract and it will be at the City's sole determination regarding suspension
or termination for all or part of the contract;
The questions are as follows:
1, I have read the attached City of Kent administrative policy number 1.2.
Z. During the time of this contract, I will not discriminate in employment on the basis
of sex, race, color, national origin, age, or the presence of all sensory, mental or
physical disability.
3. During the time of this contract, the prime contractor will provide a written
statement to all new employees and subcontractors indicating commitment as an
equal opportunity emPloYer.
4. During the time of the contract I, the prime contractor, will actively consider hiring
and promotion of women and minorities.
5. Before acceptance of this contract, an adherence statement will be signed by me,
the Prime Contractor, that the Prime Contractor complied with the requirements as
set forth above.
By signing below, I agree to fulfill the five requirements referenced above.
For:
Title:(r" to{,*uL,< "
Date a
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
By
2 February B,2O2t
CITY OF KENT
ADMINISTRATIVE POLICY
NUMBER: L.2 EFFECTIVE DATE: JanuarY 1, 1998
SUBJECT:
POLICY:
Equal employment opportunity requirements for the City of Kent will conform to
federal and state laws, All contractors, subcontractors, consultants and suppliers of
the City must guarantee equal employment opportunity within their organization and,
if holding contracts with the City amounting to $10,000 or more within any given
year, must take the following affirmative steps:
1. Provide a written statement to all new employees and subcontractors indicating
commitment as an equal oppoftunity employer.
2. Actively consider for promotion and advancement available minorities and women.
Any contractor, subcontractor, consultant or supplier who willfully disregards the City's
nondiscrimination and equal opportunity requirements shall be considered in breach of
contract and subject to suspension or termination for all or paft of the contract'
Contract Compliance Officers will be appointed by the Directors of Planning, Parks,
and Public Works Departments to assume the following duties for their respective
depaftments.
1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to
these regulations are familiar with the regulations and the City's equal employment
oppoftunity policy.
2. Monitoring to assure adherence to federal, state and local laws, policies and
guidelines.
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
MINORITY AND WOMEN
CONTRACTORS
SUPERSEDES: April 1, 1996
APPROVED BY Jim White, MaYor
3 February 8,2O2I
CITY OF KENT
EQUAL EMPLOYMENT OPPORTUNITY
COMPLIANCE STATEMENT
This form shall be filled out AFTER COMPLETION of this project by the Contractor
awarded the contract.
I, the undersigned, a duly represented agent of {oa {^UA
Company, hereby acknowledge and declare that the before-
mentioned company was the prime contractor for the contract known as Lake
Fenwick Hypolimnetic
was entered into on the
the City of Kent.
Aerator I ents/P roject Number: 18-3OO3 that
between the firm I rePresent and
I declare that I complied fully with all of the requirements and obligations as outlined
in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal
Employment Opportunity Policy that was part of the before-mentioned contract.
By:
For:
Title:
Date:
o[rt(UI
1 4oh*.{on .
a
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
4 February 8,2O2L
PROPOSAL
To the City Clerk
City Hall
Kent, Washington 98032
The undersigned hereby ceftifies that lbt ( r lr{f "0 \J,ua&.ur,{ t'hvtu(,
has examined the job site and constru ction details of the work as outlined on the
plans and described in the specification s for the project named Lake Fenwick
Hypolimnetic Aerator Improvements/Project Number:18-3OO3 for the City of
Kent, Washington, and has read and thoroughly understands the plans and
specifications and contract governing the work embraced in t his improvement and the
method by which payment will be made for that work and hereby proposes to
undertake and complete the work embraced in this improvement in accordance with
the bid and contract, and at the following schedule of rates and prices:
NOTE TO BIDDERS:
1) All bid items are described in the Kent Special Provisions (KSP) or the Standard
Specifications (WSDOT), Reference the Section No. listed in this proposal, where
the bid item is described.
2) Proposal items are numbered in sequence but are non-continuous'
3) Unit prices for all items, all extensions, and total amount of bid must be shown.
4) Should bid items with identically worded bid item descriptions, marked with
asterisk (x), appear in more than one schedule of the proposal, the bidder must
bid the same unit price on corresponding items for each schedule. If the Contractor
enters different unit prices on these items, the City will unilaterally revise the bid
amounts to the lowest unit price on each corresponding item and recalculate the
Contractor's total bid amount. The corrected total bid amount will be used by the
City for award purposes and fix the amount of the contract bond.
EXAMPLE
SCHEDULE I - STREET
ITEM
NO.
SECTION
NO.
APPROX.
OUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
1006 2-03.5
WSDOT
100
CU YDS
$14.00
Per CY
$1,400.00Roadway Excavation,
Including Haul
Any bids not filled out properly may be considered non-responsive.
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
5 February 8,2O2L
SCHEDULE I - SITE PREPARATION AND RESTORATION
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
QUANTITY
ITEM
1000 Mobilization $ffi,\n{ +48,n eL-Og.7
WSDOT
1
LUMP SUM Per LS
1005 8-12.5
KSP
300
LN FT
Temporary Fencing $ b-oa $
PeT LF lfine
1010 8-30.5
KSP
1 Project Sign Installation E J'Mo9 $
PeT EA
I
EACH 3,a()0
Site Restoration ryt 000
LS
$ b,rrotg$It10158-35.5
KSP
1
LUMP SUM Per
1020 Warranty $ I rlP67P8-36.s
KSP 5,0olU
3 $
YEARS Per YR
t025 L-O4.4(L) 1
WSDOT CALC
Minor Changes $5,000x
Per CALC
$5,ooo
xCommon orice to all bidders
*bl,\ot w
Sub Total
LO.Lo/o WA State Sales Tax
Schedule I Total
$h,u1" qo
6
4
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
February 8,2021
SCHEDULE V - TRAFFIC CONTROL
ITEM
NO.
SECTION
NO.
APPROX.
QUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
5000 1-10.5
KSP
90
HOURS
Traffic Control Labor $ lu0?$ 1,71nYPer HR
5005 Traffic Control SuPervisor $ilqw $1-10.5
KSP
60
HOURS Per HR IIHEL
1-10.5
KSP
1
LUMP SUM
$ 6,r1fr
Per LS 5,^9
ch
5010 Temporary Traffic Control
Devices
$
Sub Total
LO.to/o WA State Sales Tax
Schedule V Total
$
$
$
o9
875.
.i3
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
7 February B,2OZI
SCHEDULE VII - TEM PORARY EROSION AND SEDIMENTATION CONTROL
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTIW
ITEM
7000 8-01.s(2)
KSP
200
LN FT
$ (e16
Per LF I t75ae
Filter Fabric Fence $
7005 200
LN FT
Wattle8-01.s(2)
WSDOT
$q"%$\t1oIPer LF
70L0 ESC Lead $ \ltw ?r? Jow8-01.s(2)
KSP
20
HOURS
$
Per HR
70L5 8-01.s(2)
WSDOT
1
FORCE
ACCOUNT
$10,000x
Per FA
$10,000Erosion/Water Pol lution
Control
xCommon orice to all bidders
Sub Total
LO.Lo/o WA State Sales Tax
Schedule VII Total
15,noV
?
q
@'fl I JO7,L,
4 ,lat9
b /{., coa11
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
B February B,2O2t
SCHEDULE IX - COMPRESSOR BUILDING
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTIW
ITEM
$evl,uaouu $ 04,rw I90008-33.5
KSP
1
LUMP SUM
Demolition
Per LS
Elevated Mono-slope Concrete
Roof and Support System
$ bt,w $ h5'oat
bw
9005 8-33.5
KSP
1
LUMP SUM Per LS
*
9010 B-33.5
KSP
1 Roof Hatch $ [0,1]00 $00
PeT EA l0,mDEACH
9015 8-33.5
KSP
1 Kaeser Compressor and Air
Dryer, BSD-607
ub
sf5,W $ 45,wwEACHPer EA
9020 8-33.5
KSP
1
EACH
AiTSEP Oxygen Generator,
AS-L, AS107-10
W$ Q,tilt $ qt,ooo*Per EA
9025 8-33.5
KSP
1
EACH
AiTSEP Oxygen Receiving
Tank, TA153-1, 400-Gal
$ 6,6 ou9 $
b, boo&Per EA
9030 8-33,5
KSP
1
EACH
E bftm& $AiTSEP Air Receiver Tank,
TA145-1, 400-Gal Per EA 6,boo'w
9035 8-33.5
KSP
1 AITSEP KI4L4-5:
Interconnecting Hoses/
Fittings, Oxygen Regulator,
Oxygen Filter
v$3,1m $09
PeT EA 3,llloEACH
9040 8-33.5
KSP
1 AITSEP Kt477-I: 10-Ft
Oxygen Hose from Oxygen
Regulator
E lr0o0P
Per EA
$
l, foo aLEACH
9045 8-33.5
KSP
1
LUMP SUM
Compressor Building Lighting
System
E l?,fioort $ ft,w9Per LS
February 8,2O2tLk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
9
SCHEDULE IX - COMPRESSOR BUILDING
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
9050 8-37.5
KSP
1
LUMP SUM
New Electrical Service and
Modifications to the Existing
Compressor Building
sA,N09 r
11,^,&
Per LS
I7,'4 oDSub Total
!O.Lo/o WA State Sales Tax
Schedule IX Total a 8qtqJ,3D
$
$
$
,ffi.70
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
10 February 8,2OZt
SCHEDULE X - IN-WATER CONSTRUCTION
ITEM
NO.
SECTION UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTIW
ITEM
N o.
&
10000 8-34.5
KSP
1
LUMP SUM
Separator Box Assembly $J)5,U00 $ alT,nu &
Per LS
10005 8-34.5
KSP
1
LUMP SUM
Diffuser Assembly s 56a09 $ 5r,ort,@Per LS
10010 8-34.5
KSP
50
LN FT
72-lnch Air Mix Riser Inlet
Pipes *"if*o* b5,nte
10015 8-34.5
KSP
50
LN FT
shn@ $24-Inch Aerated Water
Discharge Pipes Per LF 15,am9
10020 8-34.5
KSP
2LO
LN FT
24-Inch Lateral Distribution
Pipes
$mf'75 $ bI,m7,5DPer LF
Sub Total
LO.Lo/o WA State Sales Tax
Schedule X Total
$
$
47n, oo+,
,lh
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
11 February 8,202t
BID SUMMARY
,?il,1 4,'toSchedule I
Schedule V
Schedule VII
Temporary
Schedule IX
Schedule X
TOTAL BID AMOUNT
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
Site Preparation & Restoration
aq,z b5,13
Traffic Control
& Sedimentation Control
eBq,8?5,70
Compressor Building
5t2,4il,?6
In-water Construction
q37,Qfg.Tt
T2 February 8,2021
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
HVAC, PLUMBING AND ELECTRICAL
t otr/ 0 u,!sw,rh*lttwr.,t_ -,Name of Bidder:
Project Name:Lake Fe iek I{vnolimnetic rator Imnroveme
Project Number:1a-3(t03
pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with
whom the Bidder, if awarded the contract, will subcontract for performance of the
work of heating, ventilation, and air conditioning; plumbing; and electrical, or name
itself for the work.
Failure of the Bidder to submit, within one hour after the published bid submittal time,
the names of such subcontractors or to name itself to perform such work or the
naming of two or more subcontractors to perform the same work shall render the
Bidder's Bid non-responsive and, therefore, void.
Heating, Ventilation, and Air Conditioning Subcontractor Name:
Plumbing Subcontractor Name:
Electrical Subcontractor Name :T8n
?
Sig ture of Bi er Date
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
13 February 8,202L
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION
,/ Ut/",Name of Bidder:ta
Project Name:Lake Fen ek Hvnolimnetic A erafor Imnrovem ts
Project Number:1a-3(l(l3
Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with
whom the Bidder, if awarded the contract, will subcontract for performance of the
work of structural steel installation and rebar installation.
Failure of the Bidder to submit, within 48 hours after the published bid submittal time,
the names of such subcontractors or to name itself to perform such work or the
naming of two or more subcontractors to perform the same work shall render the
Bidder's Bid non-responsive and, therefore, void
Structural Steel Installation Subcontractor Name:
Rebar Installation Subcontractor Name:h"
Sign ure of Bidder
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
Date
T4 February 8,202I
CoNTRACTOR'S QUALTFTCATTON STATEM ENT
(RCW 39.O4.350)
THE CITY WILL REVIEW THE CONTRACTOR'S RESPOAI,SES TO THIS FORM TO
DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO
PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA
ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A
RESPOilsIA LE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC
WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY
THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT'
THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY'
Indicia of contractor's responsibility inherently involve subjective determinations as to
the contractor's ability to perform and complete the contract work responsibly and to
the owner city's satisfaction. The city has an obligation and a duty to its citizens and
its taxpayers to administer its budgets and complete its projects in a businesslike
manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a
business would conduct when selecting a contractor who will be responsible to
perform the contract work.
The city's supplemental criteria are based, in large part, on the qualification statement
form used by the American Institute of Architects. The city provides these criteria so
as to provide the most objective framework possible within which the city will make its
decision regarding the bidder's ability to be responsible to perform the contract work.
These criteria, taken together, will form the basis for the city's decision that a bidder
is or is not responsible to perform the contract work.
Any bidder may make a formal written request to the city to modify the criteria set
forth in this qualification statement, but that request may only be made within 48
hours of the clate and time that the bidder first obtains the bid documents or three (3)
business days prior to the scheduled bid opening date, whichever occurs first. If the
city receives a modification request, it will consider any information submitted in the
request and will respond before the bid submittal deadline. If the city's evaluation
results in changed criteria, the city will issue an addendum establishing the new or
modified criteria.
If the city determines that, based on the criteria established in this statement, a
bidder is not responsible to perform the contract work, the city will provide written
notice of its determination that will include the city's reason for its decision. The
bidder has 24 hours from the time the city delivers written notice to the bidder that
the bidder is not responsible to perform the contract work to appeal the city's
determination, No appeals will be received after the expiration of this 24 hour appeal
period. The city may deliver this notice by hand delivery, email, facsimile, or regular
mail. In the event the city uses regular mail, the delivery will be deemed complete
three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to
the single remedy of providing the city with additional information to be considered
before the city issues a final determination. Bidder acknowledges and understands
that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy
of any kind or nature is available to the bidding contractor if the City determines that
the bidder is not responsible to perform the contract work'
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
15 February B,2O2t
If the bidder fails to request a modification within the time allowed, or fails to appeal a
determination that the bidder is not responsible within the time allowed, the city will
make its determination of bidder responsibility based on the information submitted.
COMPLETE AND STGA' THTS FORM AS PART OF YOUR BTD. FAILURE TO
PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION
THAT YOUR BID IS AIOAI-RESPONSIVE AND THEREFORE VOID'
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION
OR MODIFICATION.
The undersigned certifies under oath that the information provided herein is true and
sufficiently complete so as not to be misleading.
SUBMITTED BY:
NAME:
ADDRESS:
PRINCIPAL OFFICE:
ADDRESS:
Associated U nderwater Servi Inc.
Michael Eakin
6706 NE 175th Street #D
Kenmore WA 98028
Associated [Jnderwater Inc.
3901 E Ferry Ave
Spokane WA 99202
PHONE:509-533-6500
FAX:509-s33-6505
STATUTORY REQUIREMENTS - Per state law a bidder must meet the
following responsibility criteria
1, Required Responsibility Criteria
1.1 Provide a copy of your Department of Labor and Industries certificate of
registration in compliance with chapter L8.27 RCW.
- see page 6 on the attached.
L.2 Provide your _.r;6!"!LB,SatE unified business identifier number.
1.3 Provide proof of applicable industrial insurance coverage for your
employees working in Washington as required in Title 51 RCW, together
with an employment security department number as required in Title 50
RCW, and a state excise tax registration number as required in Title 82
RCW. Providing a copy of a state of Washington "Master License Service
Registration and Licenses" form is typically sufficient evidence of the
requirements of this subsection.
- see page 7 of the attached
L.4 Provide a statement, signed by a person with authority to act and speak
for your company, that your company' including any subsidiary
companies or affiliated companies under majority ownership or under
Lk Fenwick Hypolimnetic Aerator Impr/Heubach 16 February B,2O2L
Project Number: 18-3003
control by the owners of the bidder's company, are not and have not
been in the past three (3) years, disqualified from bidding on any public
works contract under RCW 39.06.010 or 39.12.065 (3).
- see page 8 & 9 of the attached Pdf
1.5 Provide a signed statement, signed under penalty of perjury by a person
with authority to act and speak for your company, that within the three-
year period immediately preceding the bid solicitation date, your
company is not a "willful" violator as defined in RCW 49.48.O82, of any
provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a
final and binding citation and notice of assessment issued by the
Department of Labor and Industries or through a civil judgment entered
by a court of limited or general jurisdiction.
- see page 8 & 10 of the attached Pdf1.6 Provide proof that a designated person or persons with your company
has either received training from the department of labor and industries
or an approved training provider on the requirements related to public
works and prevailing wages under chapter 39.04 RCW and 39.L2 RCW or
provide proof that your company has completed three or more public
works projects and have had a valid business license in Washington for
three or more years and are exempt from this training requirement.
- see page 11 on the attached for exemption
SUPPLEMENTAL CRITERIA - Established by the City to determine bidder
responsibility
ORGANIZATION
2.L How many years has your organization been in business as a Contractor?
- 19 years
2.2 How many years has your organization been in business under its
present business name?
- 19 years
2.2.L Under what other or former names has your organization
operated?
-NA
2,3 If your organization is a corporation, answer the following:
2
2.4 If your organization is a paftnership, answer the following:
2.3.L
2.3.2
2.3.3
2.3.4
2.3.5
2.3.6
2.4.L
2.4.2
2.4.3
Date of incorporatioil t2/02/2oo2
State of incorporation : Washington
President's namet Nanci Donohue
Vice-president's name(s) ; Kerry Donohue
Secretary's name: Kerry Donohue
Treasurer's name: Nanci Donohue
Date of organization:
Type of partnership (if applicable):
Name(s) of general partner(s):
2.5 If your organization is individually owned, answer the following:
2.5.1 Date of organization:
2.5.2 Name of owner:
Lk Fenwick Hypolimnetic Aerator Impr/Heubach 77
Project Number: 18-3003
February 8,2O2t
2.6 If the form of your organization is other than those listed above, describe
it and name the principals:
3.LICENSING
3.1 List jurisdictions and trade categories in which your organization is legally
qualified to do business, and indicate license numbers, if applicable.
- See attached Page 2
3.2 List jurisdictions in which your organization's partnership or trade name
is filed. - Washington State
4. EXPERIENCE
4.L List the categories of work that your organization normally performs with
its own forces.
- See attached page 3 & 4 on the attached'
4.2 Claims and Suits. (If the answer to any of the questions below is yes,
please attach details.)
4.2.L Has your organization ever failed to complete any work awarded
to it? - no
4.2.2 Are there any judgments, claims, arbitration proceedings or suits
pending or outstanding against your organization or its officers? - no
4.2.3 Has your organization filed any law suits or requested arbitration
with regard to construction contracts within the last five years? - no
4.3 Within the last five years, has any officer or principal of your organization
ever been an officer or principal of another organization when it failed to
complete a construction contract? (If the answer is yes, please attach
details.) - no
4.4 On a separate sheet, list major construction projects your organization
has in progress, giving the name of project, owner, architect or design
engineer, contract amount, percent complete and scheduled completion
date.- see attached Page 5
4.4.L State total worth of work in progress and under contract:
- 3.5 MIL
4.5 On a separate sheet, list the major projects your organization has
completed in the past five years, giving the name of project/ owner,
architect or design engineer, contract amount, date of completion and
percentage of the cost of the work performed with your own forces.
- see attached pages 72-2t for project info, more available upon request.
4.5.1 State average annual amount of construction work performed
during the past five years:
- 7.5 MIL4.6 On a separate sheet, list the construction experience and present
commitments of the key individuals of your organization.
- see pages 22-26 on the attached4.7 On a separate sheet, list your major equipment.
- see pages 27-29 for sample equipment listing.
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
18 February B,2O2l
5. REFERENCES
5.1
5.2
5.3
Trade ReferenCes; See attached page 30
Bank ReferenceSl See attached page 30
Surety: See attached page 3I - 32
5.3.1 Name of bonding company: see attached page 3t - 32
5.3.2 Name and address of agent:See attached page 31 - 32
6. FINANCING
6,1 Financial Statement
After bid opening, the City may require the following financial information
from any of the three apparent low bidders. If so required, the selected
bidder(s) must respond with this financial information within 24 hours of
the City's request for that information. The City's request for this
information shall not be construed as an award or as an intent to award
the contract. A bidder's failure or refusal to provide this information may
result in rejection of that bidder's bid.
- nUS Diving will be able to provide this info within the allocated time frame upon request.
6.1.1 Attach a financial statement, preferably audited, including your
organization's latest balance sheet and income statement
showing the following items:
Current Assets (e.9., cash, joint venture accounts, accounts
receivable, notes receivable, accrued income, deposits, materials
inventory and prepaid expenses);
Net Fixed Assets;
Other Assets;
Current Liabilities (e,9., accounts payable, notes payable,
accrued expenses, provision for income taxes, advances, accrued
salaries and accrued payroll taxes); Other Liabilities (e.9.,
capital, capital stock, authorized and outstanding shares par
values, earned surplus and retained earnings).
6.L.2 Name and address of firm preparing attached financial
statement, and date thereof:
6,1,3 Is the attached financial statement for the identical organization
named on page one?
6.L.4 If not, explain the relationship and financial responsibility of the
organization whose financial statement is provided (e.9., parent-
subsidiary).
6.2 Will the organization whose financial statement is attached act as
guarantor of the contract for construction?
- yes.
Lk Fenwick Hypolimnetic Aerator Impr/Heubach 19 February B' 202L
Project Number: 18-3003
7, SIGNATURE
7.1 Dated at this 22nd day of February . 2A2L
Name of Organization:Associated lJnderwater Serrriaec Inc.
By Michael Eakin
Title Senior Estimator
7,2 Michael kin duly sworn, deposes and says that the
information ded herein is true and sufficiently complete so as not to
be misleading.
Subscribed and me this 22nd day of 202L.
Notary Public
My Commission Expires:
NOTAFTPUBLIC
STATE OF WASHINGTON
Lhilct{tn$r171067
CmnLionEnlluS*mbre,2m2
GAIL
ry
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
20 February 8,ZOZL
\II
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ASSOCIATED UNDERWATER SERVICES
State State/City License No.
AK Alaska Specialty Contractor License coNs31261
AK State of Alaska Business License 310980
AZ Arizona DOR Withholding Number 07-65374L-J
AZ Arizon Contractors License 319538
CA California General Contractors 825657
CA California Corporate Number c2500948
CA California Secretary of State Number c268507
ID ldaho Contractors License PWC-C-15602-C-4
ID ldaho Tax Commision: Use Tax Number 002606298-U
WA City of Seattle Business Tax Cert Renewal 5s865s
MT Montana Business/Contractors License 55540
NV Nevada State Business License NV20031493s76
NV Nevada Contractors License 57044
OR State of Oregon Contractors License r.538s7
OR City of Gresham Business License 20-oo0t4224
OR City of Portland Revenue Tax Account 74L7L4
WA City of Seattle Business License 558655
WA City of Spokane General Business License T11039980BUS
WA City of Lake Stevens Genreal Business License N/A
WA City of Bellingham Genreal Business License 284Ll
WA City of Marysville Business License 5500coN210
WA City of Hoquiam Business License 605344
WA State of Washington Business License UBI:602256846
WA City of Bremerton Business License 23706
WA Spokane Tribe of lndians sP-oK-AT-g91
WA Town of Friday Harbor 19-102958.0
WA State of Washington Reseller Permit AL6434Ll9
WA State of Washington Contractors License cc AssocusgT2BA
WA City of Kent Business License BLOC-2LgL226
WA City of Ocean Shores 24042
WA City of Whitefish 3t77
Associated Undenarater Services lnc. Business License lnfo
Associated UnderuvaterServices, lnc. o Spokane509.533.6500 a Kenmore 425'487.0329 o @iyi!S.&g!!!
lxpetience, TeohnologU
a lnnouation
ASSOCIATED UNDERWATER SERVICEs
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Concrete Placement
High Altitude Diving
Undenruater Core Drilling
Wire Sawing
High Pressure Waterblasting
Cathodic Protection
Undenrvater Cutting
Complete Certified Welding Services
Remote Operated Vehicles
Superior Topside Support and Management
and
Marine geo-technical studies including high
resolution bottom profiling and scanning.
Highly accurate integrated navigational systems
for surface and undenryater positioning.
z,ED
Hyd rographic Survey MapPing
Bridge and Structural lnspections
Mixed Gas and Nitrox
Pipeline Burial Surveys
Non Destructive Testing
Scour Surveys
Underwater Video and Still Photography
Large Diameter Shaft Drilling
High Resolution Acoustic Systems for:
High Current and Zero Visibility applications
Search and Survey
Positioning and Tracking
Bridge Pier and other Structural lnspections
Associated Undenrater Services, lnc. o www.ausdiving.com
Spokane 509.533.6500 . Kenm ore 425.487.0329
\tI
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ASSO(,IA I I I) I.] NDI RWAI LR \[ RVICT S
LINE CARD OF SERVICES
UNDERWATER CONSTRUCTION AND
SUBCONTRACTING
Certified Welding to AWS Standards-D3.6M
Underwater Exothermic Burning
Concrete - High Pressure Grouting
Core Drilling, Track Sawing
Diamond Wire Sawing
Piling Repair - Wood, Steel, Concrete
Water Jetting and Dredging
Debris Removal
Zebra Muscle Control
Pipeline, lnstallation and Location
Pipeline Penetrations
PiPeline Pigging
Cable lnstallation and Location
Diffuser RePair and lnstallation
CoffertLimpet Dam Fabrication & Sealing
Cathodic Protection Engineering Services
Anode / Cathodic Protection and lnstallation
Anode Manufacturing
Outfall InsPections
Outfall Repair and Construction
Trash Rack Repair and lnstallation
Traveling Water Screen RePair
Sluice and Trunnion Gates
Circ. Water PumPs lntake Screens
Chemical and Air Diffusion Systems
Underwater Painting and Coatings
Ship Husbandry and RePairs
UNDERWATER INSPECTIONS AND
SURVEYING
Bridge lnsPections
Scour lnvestigations
BathYmetric SurveYs
Kongsburg EM3002 Multi Beam
ROV Services-l nspection/Light Work Class
Lock and Dam lnsPections
UNDERWATER INSPECTIONS AND
SURVEYING.CONTINUED
Cable Locating and MaPPing
Non-Destructive Testing
UT Inspections, MP InsPections
Ferry Terminals
Tunnels and Aqueducts
Concrete, Steel & Wood lnsPection
ShiP Husbandry
Underwater Sediment SamPling
Color Closed Circuit Video
Color and BA/V Still PhotograPhY
Land and Marine SurveYing
CONTAMINATED AND POTABLE
WATER DIVING
Raw Sewage / Clarifier
Biological / Chemical / lndustrial Effluent
Nuclear Spent Fuel Pools / Reactors
Drinking Water
Water Towers / Stand Pipes/ Reservoirs
TUNNELING AND HYPERBARIC
Hyperbaric lnterventions
OSHA and MSHA Variances
Shaft Diving and Construction
Tremie Concrete
CONTACT INFORMATION
Associated Underwater Services' lnc.
Michael J. Eakin - Sr. Est / Bus Dev
6706 NE 175th St. # D
Kenmore, WA. 98028
(425) 487-0329 Office
(206) 948-3942 Mobile
M ichael@ausdivino.com
www.ausdivinq.com
Associatodunderwaterservices, lnc. t offics509'533'6500 ' Fax509'533'6505 ' @iyirs'c@
Section 4.4- Current Contract ListingCompletion DateL2/3L/2O2r3/rs/20276/ts/202772/3L/2O27L2/3t/2O2Le/3o/2o2LL2/3L/2O2Lt2/3r/2O24s/30/2o2tL2/3u2O22% Complete20%75%50%5oo/o20%7s%80%o%o%Oo/oContract Amount5 80,235.79s 380,503.35s 400,000.00s 120,000.00s 377,055.00s 350,000.00S Soo,ooo.ooS 75,ooo.oos 527,100.00s 443,310.00Architect/ContractorcH2M HillNAOrion ConstructionGracon LLCGracon LLCNACeccantiNANAKnight ConstructionOwnerDept. of EnergyLegrow Water CompanyCity of SeattleMetro Water Dist. Of So. CAUS Dept. of lnteriorUS Army Corps of EngineersCity of RentonSeattle CorpsNational Park ServicesSitka Electric Dept.Project NameHanford TanksSimplot DredgingPier 58Gene WashPaonia Dam Outlet ModificationWalla Walla & Portland lDlQBoeing Renton OutfallLake WA Ship CanalLake Mead - Echo BargeGreen Lake Hydro Rehab
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BUSINESS LICENSb
DETACH BEFoRE POSI lNG
u
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sTArE OF VIASHlNGTON
lssue Date: Dec 11 ,2020
Unified Business lD #:602256846
Business lD #: 001
Location:0001
Expires: Jul31,2O2'l
ftirector, Department of Revenue
STATE OF
WASHINGTON
Profit Corporation
JBI: 602256846 001 0001
\SSOCIATED UNDERWATER
;ERVICES,INC.
ISOI E FERRY AVE
}PoKANE, WA 99202464s
UNEMPLOYMENT INSURANCE .
ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
TA)( REGISTMTION -ACTIVE
SPOMNE GENEML BUSINESS
#Tl 10399808US (EXPIRES
12ts1t20211- ACTIVE
WALLA WALLA GENERAL BUSINESS
- NON-RESIDENT - ACTIVE
NHtrHAI IS GtrNtr]TAI FII ISINtrSq -
ASSOCIATED UNDERWATER SERVICES, INC.
3901 E FERRYAVE
SPoKANE, WA 99202-4645
UNEMPLOYMENT INSURANCE - ACTIVE
TAJ( REGISTRATION - ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
CITY ENDORSEMENTS:
spoKANE GENERAL BUSTNESS #T110399808US (EXPIRES 1213112021) - ACTIVE
WALLA WALLA GENERAL BUSINESS - NON.RESIDENT - ACTIVE
CHEHALIS GENERAL BUSINESS - NON-RESIDENT - ACTIVE
KIRKLAND GENEML BUSINESS - NON-RESIDENT. ACTIVE
BELLINGHAM GENERAL BUSINESS #028411 - ACTIVE
GIG HARBOR GENERAL BUSINESS - NON-RESIDENT - ACTIVE
LAKE STEVENS GENERAL BUSINESS. NON.RESIDENT - ACTIVE
OLYMPIA GENERAL BUSINESS. NON-RESIDENT M1O2A. ACTIVE
PORT TOWNSEND GENERAL BUSINESS - NON-RESIDENT - ACTIVE
SPOKANE VALLEY GENERAL BUSINESS - NON-RESIDENT. ACTIVE
SNOHOMISH GENERAL BUSINESS - NON.RESIDENT - ACTIVE
FRIDAY HARBOR GENERAL BUSINESS - NON-RESIDENT - ACTIVE
LYNNWOOD GENERAL BUSINESS - NON.RESIDENT - ACTIVE
YAKIMA GENERAL BUSINESS - NON.RESIDENT - ACTIVE
FERNDALE GENERAL BUSINESS . NON.RESIDENT #001484.0 - ACTIVE
LICENSING RESTRICTIONS:
Not licensed to hire minors without a Minor Work Permit,
Tlris clocurnerrt iists the registrations, endorsenrents, and licenses authorized for the busitress
namecJ above. By accepting this document, tlre licelrsee certifies the information on tlre application
was complete, true, and accurate to the trest of his or her knowledge, and that business will be
corrclucted in conrpliance with all applicable Washingtorr state, county, and city regulatiorts
Expires: Jul 31, 2021
ASSOCIATED UNDERWATER SERVICES
February 22"d,202L
RE: 7.4 & 7.5 Stotutory Requirements - City of Kent
To Whom lt May Concern,
Associated Underwater Services lnc. does not and has not ever been disqualified from bidding on
a public works contracts under RCW 39.06.010 or 39.12.065.
Associated Underwater Services lnc. verifies that within the three-year period immediately
preceding the bid solicitation date, our company is not a "willful" violator as defined in RCW
49.48.082,of any provisions of chapters 49.46,49.48, or 49.52 RCW, as determined by a final and
binding citation and notice of assessment issued by the Department of Labor and lndustries or
through a civiljudgment entered by a court of limited or generaljurisdiction.
Nanci Donohue
President
Associqted U nderwater Services
sus
3901 E Ferry Ave
Spokane, WA 99202
Ph: (509) s33-6s00
Fax: (509) 533-6505
www.ausdiving.com
Associated UnderwaterServices, lnc. a Spokane509.533.6500 a Kenmore 425.487'0329 a www.ausdivinq.Gom
ASSOCIATED UNDERWATER SERVICES
Section 1.6 - Training
Associated Underwater Services lnc. has completed more than 3 public works projects and we
are also EXEMPT from this training requirement as shown in the below snippet.
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uBt'602 256 846 tir€n5e A55OCUS972BA
@ Make sure you ftave ftled yourweeklycertlfled payroll alpons by Februiry 28, 2021 for all project wort durlng ?0?O'
warch rhese rratnin vldeos to leam how to flle your repont and avold belng penallzed for f|lllng to flle.
File New lntent Items Awaiting Your Action
(-) I anr the p[ime contractor
for the pro;ect
No itenrs fottttd
There were nor any itenls awaiting your actlon fottnd at this time
My lntents and Affidavits 364 It
Required Training
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Grant County PUD Diving Services Contract
Project Data
a
a
a
a
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Work Summary
Associated Underwater Services Provides
Grand County PUD with on call dive
services as well as scheduled regular
maintenance. Work includes submittals of
written reports, providing diving services
at Priest Rapids Dam, Wanapum, and O'
Sullivan Dam. Diving activities are
performed up to -150'of water.
Work Scope included:
Gate Sealing
Sill Sweeps
Fish Ladder Maintenance
lnstrument lnstallations
Structural lnspections
Owner - Grant County PUD
Prime Contractor - Associated Underwater Services, lnc.
Project Name - Grant County PUD Diving Contract
Place of Performance - Wanapum Dam, Priest Rapids Dam, and O' Sullivan Dam
Period of Performance - 2014 -Current
Dollar Amount - 5500,000 annuallY
Point of Contact - Grant County PUD, Whitney Field (509) 754-5088
AssociatedUndenyaterServices, lnc. o Spokane509.533.6500 I Kenmorc425.487.0329 o !s4[-3!ls!yi!!S.@!!!
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WorkSummary
Associated Underwater Services was contracted by
the City of Vancouver, WA to inspect the Westside
outfall. This included an internal and external
inspection.
Work Scope included:
e lnspection of Mechanical Joints
o lnspection ofSupport Structures
r lnspection of Diffusers
r lnternal lnspection of Pipeline
Owner - City of Vancouver, WA
Prime Contractor - Associated Underwater Services
Proiect Name - Westside Outfall lnspection
Place of Performance - Columbia River, Vancouver, WA
Period of Performance - MaY 2017
Dollar Amount - 530,000
Point of Contacl - Linda Jones, (360) 6t9-4124
AssociatedUndematerServices, lnc. I Spokane509.533.6500 o Kenmore425.487.0329 a !94[:3!l$iYiE949!!!
L7
Work Summary
Associated Underwater Services was
subcontracted by JW Fowler to provide
underwater support with the construction of Box
Canyon Dam's Upstream Fish Bypass. This
involved the construction of a dewatering
structure and the installation of lntake Support
Beams. Once the beams were in place, AUS divers
installed Attraction Water lntake Pipes and
Screens.
Work Scope included:
o lnstall Dewatering Structure
r lnstall lntake Support Beams
o lnstall Attraction Water lntake Pipes and
Screens
Owner - Pend Oreille PUD
Prime Contractor - JW Fowler
Project Name - Box Canyon Upstream Fish Bypass
Place of Performance - Box Canyon Dam
Period of Performance -June 2Ot7 - July 2077
Dollar Amount - 5635,000
Point of Contact -JW Fowler, MacKenzie lsom, (503) 623-5373,Mackenziei @fowler.com
Associated Undenvater Services, lnc. a Office 509.533.6500 a Fax 509.533'6505 o www.ausdivinq.com
Pleasant Harbor Marina - Anchor Replacement
WorkSummary
Associated Underwater Services was contracted
by Maricopa Water District to inspect and replace
the Anchor Cables after a severe windstorm had
come through and damaged the Marina's
breakwater. Over the course of this project, AUS
divers replaced 15 fairlead plates, removed
approximately 10 miles of old cables, installed 189
new cables, and installed 86 concrete blocks that
weighed approximately 17,0001bs each.
Work Scope lncluded:
o Survey and lnspect Damage Caused by Storm
r Replace Damaged Anchor Cables
o lnstall New Anchor Blocks and Cables
o lnstall Fairlead Plates and Bolts Under
Concrete Docks
o Position Dock Sections
Owner - Maricopa Water District
Prime Contractor- Associated Underwater Services
Project Name - Pleasant Harbor Marina
Place of Performance - Pleasant Harbor Marina, Peoria, AZ
Perlod of Performance - Completed May 2019
Dollar Amount - S2.9 Million
Point of Contact - Glen Vortherms, (6231546-8266, GlenV@ mwdaz.com
AssociatedUndematerservices, lnc. o Spokane509.533.6500 o Kenmorc425.487.0329 a !@iy!4S@
La Plata lnta ke Screen Replacement
Work Summary
Associated Underwater Services was contracted
by La Plata West Water Authority to install two
intake screens with self-cleaning airburst
systems. This project took place in the Alp
Reservoir in near Durango, CO and reached
depths of 87ft.
Work Scope included:
o Remove Old lntake Screens
o lnstall New lntake Screens
o Marine Operations
o Pile Driving
Owner - La Plata West Water Authority
Prime Contractor - Associated Underwater Services, lnc.
Project Name - La Plata Screen Replacement
Place of Performance - Durango, CO
Period of Performance - Completed July 2018
Dollar Amount - 5270,000
Point of Contact - Russ Howard, (970) 385-7L40, rhowarcl@alBproieEt'plg
Associated Underwater Services, lnc. a Office 509.533.6500 a Fax 509.533.6505 a www.ausdivinq.com
Lake Mead Gas Diving
Project Data
Work Summary
AUS performed diving services to remove flange
bolts from an lsolation Dome in the existing
bulkhead at the Lake Mead Low Level Pumping
Station. Four gas dives were performed at a depth
of 270 feet of water with a 150 ft. air-gap to
remove the bolts.
Work Scope included:
o Removal of Flange Bolts
o Underwater burning at -270-foot depth
o Mixed Gas Diving
Owner - Southern Nevada Water Authority
Prime Contractor - Barnard, lnc
Project Name - Lake Mead Low Level Pumping Station Bulkhead Bolt Removal
Place of Performance - Lake Mead 3, Boulder City, Nevada
Period of Performance - October 2Ot9 -Dec2O2O
Dollar Amount - 5480,000
Point of Contact - Scott Evans - Scott.Evans@Barnard-inc.com
l-90 Floating Bridge
Project Data
Work Summary
AUS was subcontracted to change out 32 -2318"
diameter cables for the l-90 floating bridge owned
by the WSDOT. During this project, AUS used a
combination of mixed gas diving and ROV/sonar to
accomplish their goals. Divers had to remove
keeper pins, pressed out the cable pin, and
installed a newly socketed spelter socket with a
new pin. Over 196 dives were performed with no
workplace accidents.
Work Scope included:
. Locate faulty anchor cables utilizing RoVs
using multi-beam and single-beam sonar
profiles
r Replace faulty anchor cables
o Provide 24-hour ROV services
r Perform pre and post cable inspections
Owner - Washington State Department of Transportation
Prime Contractor -American Bridge Builders
Project Name - l-90 Floating Bridge - Cable Replacement
Place of Performance - l-90 Floating Bridge, Seattle, WA
Period of Performance - February 2018 - October 2018
Dollar Amount - S1.8 Million
Point of Contact - Ja red Carlson - l4t2l 63 1-1000
Associated UnderwaterServices, lnc. a Spokane509.533.6500 a Kenmore 425.487.0929 o www.ausdivinE.com
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SR 520 Floating Bridge
Project Data
Work Summary
AUS worked in conjunction with other contractors
to help construct the sR 520 Bridge which became
the longest stretch of floating highway in the
world and won the Grand Conceptor Award (one
of Americas highest engineering awards) in April
of 2017. AUS was responsible for Anchor
connections, ROV inspections, and general bridge
maintenance and construction. AUS performed
over 275 dives over the course of this job, most of
which reached an average depth of 205ft. and
required the diver to spend twice their dive time
in a decompression chamber.
Work Scope included:
r Perform Crack inspections and mapping
r Perform KeelSlab Repairs
e Perform Anchor Cable Replacements
o lnstall Deviation Frames
o Perform ROV inspections
Owner - Washington State Department of Transportation (WSDOT)
Prime Contractor- Kiewit/General/Manson (KGM)
Project Name - SR 520 Floating Bridge
Place of Performance - SR 520 Floating Bridge, Seattle, WA
Period of Performance - June 2012'20L7
Dollar Amount - S5.8 Million
Polnt of Contact - Kiewit/General/Manson, lan Rathke (4251576-775L
Associated UnderwaterServices, Inc. a Spokane509.533.6500 o Kenmore 425.487.0329 a wwwausdivinq.com
BP Cherry Point Refinery
Project Data
WorkSummary
Associated Underwater Services has been
providing underwater inspections and
maintenance for BP's Cherry Point Refinery since
its inception. AUS provides these services annually
to ensure that the refinery's docks remain in full
working order even with heavy usage, This
typically involves a dive team performing anode
and pile repairs as well as pile wrapping.
Work Scope lncluded:
r Anode Repairs
r Pier lnspections
o Pile Wrap Repairs
. Oil Boom Anchor Hardware Replacement
o Salvage and Recovery
Owner - British Petroleum West Coast Products
Prime Contractor- Associated Underwater Services
Project Name - BP Cherry Point Annual Dock Maintenance
Place of Performance - BP's Cherry Point Refinery
Perlod of Performance - 2002 - Current
Dollar Amount - 5350,000 AnnuallY
Point of Contact - Haley Haman (360) 927-4508
Owner - King County
Prime Contractor - Pacific Pile and Marine
Project Name - Georgetown Outfall inspection
Place of Performance - Seattle, WA
Period of Performance - August 2018
Dollar Amount - S130,000
Point of Contact - Stewart Willis, Stewart@pacificpile.com
WorkSummary
Associated Underwater Services was
subcontracted by Pacific Pile and Marine (PPMIto
perform a video inspection of King County's
Georgetown Outfall. This consisted of inspecting
the easement area that was approximately 400'
long and 20' wide. After the inspection AUS
worked with PPM to replace the outfall. During the
construction phase, multiple inspections were
required to determine, elevation, cover, and a final
"As Built" inspection.
Work Scope included:
. lnspect Construction Easement Area
o Replacement of Outfall
o OngoinglnspectionsThroughoutConstruction
AssociatedUnderuaterSeryices, lnc. . Spokane509.533.6500 o Kenmore425.487.0329 a !@iy!!!89!!!
18
Associated Underwater Services I Vice President | 3901 E Ferry Ave, Spokane, WA 99202
Kerry Donohu€, Vice President
Kerry possess over 35 years of experience in the commercial diving and tunneling industry. ln the role of
project manager, dive supervisor, and ROV Pilot he has successfully and efficiently worked with an array
of companies and agencies making Associated Services a leader in the Diving industry.
Kerry's relevant project experience includes the following
l-90 Floating Bridge I S1.8 Mlt I Feb 2018 - Oct 2018
AUS was subcontracted to change out 32 - 23/8" diameter cables for the
l-90 floating bridge owned by the WSDOT. During this project, AUS used a
combination of Mixed Gas Diving and ROV/sonar to accomplish their
goals. Divers had to remove keeper pins, pressed out the cable pin, and
installed a newly socketed spelter socket with a new pin. Over 196 dives
were performed with no workplace accidents.
r Owner: WA State Department of Transportation
o Prime: American Bridge Builders
o Prime POC: Jared Carlson 4t2-63L-1000
State Route 520 Floating Bridge, Seattle, WA I S5.8 Mlt I
Completed: June 2017
AUS assisted in the development of the bridge from the water line down
during construction. Using years of expertise AUS utilized the old 520
Bridge's anchor cables, welded and installed deviation frames to hold the
new 520 Bridge in place. Mixed Gas Diving and ROV/Sonar was used to
complete this project.
o Role: Subcontractor
o Owner: WSDOT | 310 Maple Park Avenue SE, P'O. Box 47300
Olympia, WA 98504 | (360) 705-7200
o Prime Contractor: Kiewit/General/Manson (KGM), 3015 112th
Ave NE Suite 100, Bellevue, WA | (425) 318-5296
Lake Mead Shaft Diving I 5600,000 | Oct 2018 - April 2019
AUS Diving was contracted to provide a Deep Gas Diving Crew and
ROV Crew for the removal of the existing Surge Shaft Bulkhead.
Utilizing the ROV and Dive Crew in 295 feet of water.
r Owner: Southern Nevada Water Authority
r Prime: Barnard of Nevada
o Prime POC:Jordan Hoover iordan.hoover@barnard-inc.com
ASSOCIAIEO UNDINWATEN SERVICES
Firm Name
Associated Underwater
Services
Education
Seneca College
King City, Ontario, L978
Years of Experience
35
Associated Underwater Services I Vice President I 3901 E Ferry Ave, Spokane, WA 99202
Associated Underwater Services I General Manager | 3901 E Ferry Ave, Spokane, WA 99202
Kirk Neumann, General Manager
Kirk Neumann, general manager for AUS, has been with the company since its inception and has
over 35 years of experience in both the commercial diving and tunneling industry. His extensive
experience in underwater and heavy civil construction is further enhanced by his background in
engineering and inspection. Kirk's past projects have included work on dams, bridges, docks,
outfalls, intakes and offshore oil rigs.
Kirk's relevant project experience includes the following.
Pend Oreille River Pipeline Crossing I 5322,000 |
AUS was subcontracted to assemble the barges, survey the rock
placement, and supervise the barge operations. AUS provided rock
placement monitoring using the SeaEye Falcon ROV unit' A
multibeam sonar system was used to provide a before and after
hydrographic survey of the pipeline easement.
o Prime Contractor: Senlson Companyl Jason Avlord,
ialvord (dsnelsonco.com
Kalispeltribe Fish Hatchery I 5900,000 |
Associated Underwater Services was contracted to float out and
connect HDPE pipe to the intake screen at the Kalispel Tribe Fish
Hatchery. To do this, AUS had to remove the old 8" intake screen
and install an 8" to 10" adapter with a new 10" intake screen. After
the adapter was installed AUS divers secured the pipe to anchors
going towards the shore and performed a post-installation
inspection.
o Prime Contractor: McMillen Jacobs I Derek Nelson,
dnelson@mcmiac.com
Lake Mead 2 | 52.75 Million I
AUS was subcontracted to perform ROV and diving operations to assist in
the construction of Lake Mead 2's Water lntake. First, the intake shaft was
excavated downward drilling from the lake surface. Then a steel liner was
installed and grouted in place with a bulkhead cap. Second, the intake
tunnel was driven eastward to connect to the bottom of the shaft. Third,
the tunnel and shaft were flooded. Fourth, the stainless-steel cap was
removed, the flared inlet installed. And finally, the rock deflector cage was
installed. Divers were utilized for both topside support and diving
operations to a depth of 240 feet.
o Owner: Southern Nevada Water Authority I Ann Gothro (aO2l
734-9200
ASSOCTATtD UNDmW TtR S:RV|C[S
Firm Name
Associated Underwater
Services
Education
o A.A.S. in Mechanical
Engineering - South Seattle
Community College, 1983
r DIT Commercial Diving
Certificate 1984
Years of Experience
35 Years
Associated Underwater Services I Dive Supervisor | 3901 E Ferry Ave, Spokane, WA 99202
Chris Calero, Dive Supervisor
Chris has twenty years of experience in the commercial diving industry. This experience is
varied and includes project management, dive supervising and diving in underwater
construction on or in nuclear facilities, hydroelectric facilities, industrial plants, pulp mills,
bridges, shipwrecks, caissons, water treatment plants, and potable water facilities. All the
projects were executed with safety as the paramount concern.
Chris's relevant project experience includes the following.
Chehalis | $75,000 Estimated I May 2Ot9 -Current
Associated Underwater Services was subcontracted by Quigg Bros,
lnc. to perform the underwater portion of the Chehalis River
Bridge Foundation Scour Repair Project and perform a final
construction inspection.
o Role: Subcontractor
o Prime Contractor: Quigg Bros, Inc. I Ben Jones,
Beni@quiesbros.com
l-90 Floating Bridge I $r.g Million I February 2018 -
October 2018
AUS performed bridge cable inspections and change outs for the
construction of the l-90 floating bridge.
o Prime Contractor: American Bridge Builders I Jared
Carlsson (412) 631-1000
State Route 520 Floating Bridge, Seattle, wA | $5,800,000 |
Completed: June 2017
AUS assisted in the development of the bridge from the water line down
during construction. Using years of expertise AUS utilized the old 520
Bridge's anchor cables, welded and installed deviation frames to hold the
new 520 Bridge in place.
o Prime Contractor: Kiewit/General/Manson (KGM), 3015 112th
Ave NE Suite 100, Bellevue, WA | (425) 318-5296
^SSOCIATED
UNDERWATER SERVICIS
Firm Name
Associated Underwater
Services
Education
Divers lnstitute of
Technology, Commercial
Diver Certification, Seattle,
Washington 1995-1996
Years of Experience
20 years
Associated Underwater Services I Dive Supervisor | 3901 E Ferry Ave, Spokane, WA 99202
Andrew Moore, Dive Supervisor
Andrew Moore has been working with AUS for over seven years. His aptitude in diving has led
him to be an excellent supervisor. Andrew has extensive knowledge of both fresh and saltwater
diving. Andrew is also well versed with both pier and sediment inspections.
Andrew's relevant project experience includes the following
Coleman Dock I 5250,000 | 2ot7 - Current
Associated UnderwaterServices has been providing pier inspections
and repairs for Coleman dock since 2017. This work has included
pier inspections, pile cut offs, debris surveys and general repairs'
o Role: Subcontractor
o Owner: Washington State Department of Transportation,
Ferries Division | 29OL 3'd Ave, Suite 500, Seattle, WA 98121
o Prime Contractor: Pacific Pile and Marine | 700 S. Riverside
Drive Seattle, WA 98108 | Kim Coillot, (2061331-3873
lDlQ Master Service Agreement USACE I 5150,000 annually I
August 2016-Current
AUS provides Emergency and On-call diving services to the Walla Walla
District, United States Army Corps of Engineers. This master service
agreement has included ROV inspections, dam maintenance and other
diving services.
o Role: Prime Contractor
o Owner: United States Army Corps of Engineersl 201 N. 3'd Ave,
Walla Walla, WA 99362 | Troy Gilbert (509l.527-7114
I 90 Floating Bridge I $r.e Mlt I Feb 18 - Oct 18
AUS was subcontracted to change out 32 - 2318" diameter cables for the
l-90 floating bridge owned by the WSDOT. During this project, AUS used a
combination of mixed gas diving and ROV/sonar to accomplish their goals.
Divers had to remove keeper pins, pressed out the cable pin, and installed
a newly socketed spelter socket with a new pin. Over 196 dives were
performed with no workplace accidents.
o Role: Subcontractor
r Owner: WA State Dept. of Transportation
o Prime: American Bridge, Jared Carlson - (4t21631-1000
lssocrAtED uxDEtf,ATCl IEIYICES
Firm Name
Associated Underwater
Services lnc.
Education
Divers lnstitute of
Technology, March 2007
Years of Experience
#t4
Associated Underwater Services I Dive Supervisor | 3901 E Ferry Ave, Spokane, WA 99202
Mike Mars, Dive Supervisor
Mike Mars has worked in the diving industry for 30 years and has been a dedicated team member of
Associated Underwater Services (AUS) since its inception. Mike's extensive experience and skill makes him
a valuable asset to AUS were he successfully occupies many roles. These roles include, but are not limited
to: project supervisor; dive supervisor; diver; and mixed gas diver
Mike's relevant project experience includes the following
l-90 Floating Bridge I $r.e Million I
AUS performed bridge cable inspections and change outs for the
construction of the l-90 floating bridge.
o Prime Contractor: American Bridge Builders I Jared
Carlsson (412) 531-1000
o Owner: WSDOT | 310 Maple Park Avenue SE
Lake Chaplain Water Outfall lmprovements | $160K I
Associated Underwater Services installed/sank approximately
4000' of HDPE Pipe ataTO' depth and attached the pipe to anchor
blocks.
o Prime: Stellar J
o Owner: City of Everett | | Mike Robinson, Public Facilities
Manager - m robinson (@everettwa.gov
State Route 520 Floating Bridge, Seattle, WA I 55,800,000 |
AUS assisted in the development of the bridge from the water line
down during construction. Using years of expertise AUS utilized
the old 520 Bridge's anchor cables, welded and installed deviation
frames to hold the new 520 Bridge in place.
o Owner: WSDOT | 310 Maple Park Avenue SE, P.O. Box
473OO Olympia, WA 98504 | (360) 7O5-720O
o Prime Contractor: Kiewit/General/Manson (KGM), 3015
L12th Ave NE Suite 100, Bellevue, WA | (425) 3L8-5296
I
ASSOCII'ED UTDETUAIEN SEiIICES
Firm Name
Associated Underwater
Services lnc.
Education
Divers lnstitute of
Technology, Seattle - 1988
Years of Experience
30 Years
Diver Air Control System
Two Way Diver Radio for Communications
Top Side Video Unit with DVD Recording
Underwater Video Camera with Light
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Dive Compressor Hydraulic Package
Dive Decompression Chambers Trash Pump for Debris Removal
Pressure Washer Volume Tank
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AUS Diving has 2 Skiff w/outboard motors and 9 Large Diving Vessels
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AUS Diving has a fleet of work trucks, registered with DOT
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**AUS Diving has two shops in WA state with additional equipment
Associated Underwater Services Credit lnformation
Company lnformation
3901 E Ferry Avenue Ph: (509) 533-6500 Fax: (509) 533-5505
Spokane, WA 99202 Website: www.AUSDlVlNG.com
Year Established: 2002
Type of Entity: S Corporation
Officer: President - Nanci Donohue Office: 509-533-6500 Cell: 760-27L-O261 Email: Nanci(Oausdivins.com
Officer: V.P. Kerry Donohue Office: 509-533-6500 Cell: 509-981-0993 Email: Kerrv(oausdiving.com
Home Address: 11160 Grand Summit Blvd. Dripping Springs, TX78620
Bank Reference
Banner Bank - Account Manager: Robert Dietz Phone: 509-892-4605 Email: RDietz@bannerbank.com
Address: 41 W Riverside Ave, Suite 100 Spokane, WA 99201
Business Checking Account: 310005293 Line of Credit: 5500,000 in available funds with a zeto balance
References
Vendors:
Dive Commercial- 7058 15th Ave NW Seattle, WA 981.27
Oxarc - 4003 E Broadway Spokane, WA 99202
Amron lnternational - 1380 Aspen Way Vista, CA 92081
Fasteners - 5220 E Broadway Spokane, WA 99202
lnland Pacific - 4LL0 E Trent Spokane, WA 99202
P: (206) 784-s0s0
P: (s09) s3s-7794
P: (760) 208-6s00
P: (s09) 53s-42LL
P: (s09) s3s-8321
F: (206) 286-2723
F: (509) s3s-0368
F: (760) s99-38s7
F: (509) s3s-8281
F: (s09) s34-8808
Clients:
Grant County PUD - Whitney Field, Hydro Contractor P: (509) 754-0588 E: Wfield@gcpud.ore
Avista Utilities - Craig Bourassa, Dam Engineer P: (509) 495-4323 E: Crais.Bourassa@avistacorp.com
McMillen Jacobs - Kyle Desomber, P.E., Lead Mechanical Engineer P: (208) 955-8276 E: Desomber@mcmiac.com
City of Seattle - Lloyd Dixon, PE P: 206-385-9854 E: lloyd.dixon@seattle.eov
USACE, Walla Walla District - Brooke Moore, Contract Specialist P:509-527-7913 E: Brooke.N.Moore@usace.armv.mil
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h
Form
(Rev. October 2018)
Dgpartment of the Tr€asury
lnt6rnal Revenue Ssrvice
you have failed to report all interest and
acquisition or abandonment of secured
other than interest and
Request for TaxPaYet
ldentification Numbet and Gertificationw-9 Give Form to the
requester. Do not
send to the lRS.
ctoot(!
CL
Co.oOEtLo>EPO
otrz, at
4o
':t
d,ILo
o)d)
U)
) Go to www.irc.govlFormW9 for instructions and the latest information.
ame shown on your income tax required on this line;not blank.
Associated Underwater Services Inc
2 Business name/disregarded name, if different lrom above
4 Exemptions (codes apply only to
certain entities, not individuals; see
instructions on page 3):
Exempt payee code (if any) _
Exemption from FATCA reporting
code (il any)
(Appll6 to accunts malntalred ouElde lhe U S,)
Requester's name and ress (optional)
7 List account numbe(s) here (optional)
Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid
backup withholding.For individuals, this is generally your social security number (SSN). However, for a
resident alien, sole proprietor, or disregarded entity, see the instructions for Part l, later. For other
entities, it is your employer identification number (ElN). lf you do not have a number, see How to get a
orI/M later.
Note: lf the account is in more than one name, see the instructions for line 1. Also see What Name ai,nd
Number To Give the Requester tor guidelines on whose number to enter'
Under penalties of perjury, I certify that:
1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and
2. I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the lnternal Revenue
Service 6RSi that t am su5;ect to uu"tirp withholciing as a resuit of a failure to report all inlerest or dividends, or (c) the IRS has notified me that I am
no longer subject to backup withholding; and
3. I am a U.S. citizen or other U.S. person (defined below); and
4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct.
Gertlfication instructaons. You must cross out itom 2 above if you have been notified by the IRS that you are currently subject to backup withholding because
not apply. For mortgage interest paid,dividends on your tax return, For real estate transactions, item 2 does
property , cancellation of debt, conkibutions to an individual retirement anangement (lRA), and generally' payments
must provide your conect TlN. See the instructions for Part ll, later.not required to sign the certification, but You
Sign
Here oa]r-> or/osl2o2t
. Form 1099-DlV (dividends, including those from stocks or mutual
funds)
o Form 1099-MISC (various types ol income, prizes, awards, or gross
proceeds)
. Form 1 099-8 (stock or mutual fund sales and certain other
transactions by brokers)
. Form 1099-5 (proceeds from real estate transactions)
r Form 1099-K (merchant card and third party network transactions)
o Form 1098 (home mortgage interest), 1098-E (student loan interest),
1098-T (tuition)
. Form 1099-C (canceled debt)
. Form 1099-A (acquisition or abandonment of secured property)
Use Form W-9 only if you are a U.S. person (including a resident
alien), to provide your correct TlN.
lf you do not return Form W-9 to the requester with aTlN, you might
be iubject to backup withholding. See What is backup withholding'
later.
you are
General lnstructions
Section references are to the lnternal Revenue Code unless otheruvise
noted.
Future developments. For the latest information about developments
related to Form W-9 and its instructions, such as legislation enacted
after they were published, go Io www.irs.govlFormW9'
Purpose of Form
An individual or entity (Form W-9 requester) who is required to file an
information return with the IRS must obtain your correct taxpayer
identification number (IlN) which may be your social security number
(SSN), individual taxpayer identification number (lTlN), adoption
iaxpayer identification number (ATIN), or employer identification number
(ElN), io report on an information return the amount paid to you, or other
amount reportable on an information return. Examples of information
returns include, but are not limited to, the following.
. Form 1099-lNT (interest earned or paid)
g Check appropriate box lor federal tax classification of the person whose name is entered on line 1. Check only one of the
following seven boxes.
! tndividual/soleproprietoror ! ccorporation E scorporation n Partnership I Trusvestate
single-member LLC
! t-imiteO liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) >-
Other instructions) )
5 Address
3901 E Ave
street, and apt. or suite no.) See
code6 City, state,
wA 99202
security number
Part I
identification
3 4 1 6 86I05
Part ll
Signature of
U.S. person )
Cat. No. 10231X rorm W-9tDv. 10-2018)
AtrIGIaI{AVING TO PLEDGE TO SUPPORT THE PURPOSES OF THIS ASSOCIATIONASSOCIATED UNDERWATERSER\ICES, INC.IS RECOGNIZED AS A GENERAL MEMBER FOR THE CURRENT YEARSCOPE OF WORK: COMMERCIAL DIVING AND MARINE SERVICES202rPhil NewsumExecutive DirectoroSince 1968IMEMBER # 2085
WBEN@WOMEN'S tsUSI NESS ENTERPRISENATIONALCOUNCIL,OIil FONCEI. 3UCC€ED TOSCTllEF.hereby grantsUs Bu$inGss EnletpdsetoAssociated Underwater Serviceswho has successfully metWBENC's standards as a'Women's Business Ente-lprise flfBl).This certification affirms the busineis is woman-owned, operated and controlled and is valid through the date herein.WBENC National WBE Certification was processed and vdidated by Women'sBusiness Enrerprise Council - Pacific, a WBENC Regional Partner Organization.Certification Granted: August 30, 20L9Expiration Date: August 31,202LWBENC National Certidcation Number: SrgE f m f y347g**WBE@PACIFICWOMEN'S BUSINESS ENTERPRISE COUNCI LAuthorized byJanice Greene, PhD, President & CEO'Women's Buiiness Enterprise Council - PacificAZWBEGSOUTH WBEGWESTWOMENSar rarNrEcc@c.'ffi oBusiness (\COUNCIL VBugtNEssfruFcrLffi*-itrWOMEN5Eij S li\i =5SOEVELOPMENTCENTERW"Q,H-@,.EA"sJ w_p.F*c;r_p"*rpa W,FF-G-p-RY/D rorrr mrrrorm'A awrutw.
VVBEN@WOMEN'S BUSINESS ENTERPRISENATIONAL COUNCILJOIN FORCES. SUCCEED TOGETHER.HEnEBY GRANTSWoMAN Owxeo SuLll- BusrNEss (WOSB) CERTtFtcATtoN ToAssociated Undenvater Services, Inc.The identified small business is an eligible WOSB for the WOSB Prograrn, as set forth in 13 C.F.R part 127 and has been certified as such by anSBA approved Third Party Certifierpursuant to the Third Party Agreement, dated June 30, 201 I, and available at www-sba.gov/wosb.The WOSB Certification expires on the date herein unless there is a change in the SBA's regulation that makes the WOSB ineligible or there is a change in theWOSB that makes the WOSB ineligible. If either occurs, this WOSB Certification is immediately invalid. The WOSB must not misrepresent its c.ertificationstatus to any other party, including any local or State govenrment or contracting ofEcial or the Federal government or any of its contracting officials.frr.*-Janice Greene, PhD,Women's Bnsiness Enterprise Council- PasificEnterprise hesident & CEO.4rrrrr-,F.;,.--8;r-,-.-'BE@PACIFICPamela Prince-Eason, WBENC President & CEOWOMEN'S BUSINESS ENTER PRIS€ COUNCILCertification Number: LOSBI 91 5,14Epiration Date: August 31, 2021\NAICS: 561990,237990UNSPSC: 25111 510, 7 1122301, 72141200, 721 41215, 72154007Laura Taylor, WBENC Vice President
STATE OF WASHINGTON
OFFICE OF MINORIW AND WOMEN'S BUSINESS ENTERPRISES
1110 Capitol Way South, Suite 150' PO Box 41160 'Olympia, WA 98501
(360) 654-9750'Toll free 1-856-208-1064' Fax (360) s86-7079
February 18,2020
Associated Underwater Services, Inc. DBA Associated Underwater Services, Inc
3901 E Ferry Ave
Spokane, WA99202
DearNanci Donohue,
Congratulations! Your firm has been certified by the Washington State Offrce oflvlinority and Women's
Business Enterprises (OMWBE) as alanWomen Business Enterprise (IMBE). Information about your
business is published inthe oMwBE Directory located atMp:lhrtJy!2sa4zL2.
Certifi cation Number : W 2F 0024066
Anniversary Date: February 18,2023
Please review each of the following:
. Every three years before your anniversary date, you must submit an "Affidavit of Continued
fligi-bitity." This form confirms there have been no changes that would affect your firm's ability to
remain "irtified, such as changes in ownership, control, size, management responsibility, scope of
work, or personal net worth. OMWBE will send you an email 75 days before your anniversary date
. you -,rsf infor* the OMWBE in writing within 30 days of the any of the changes listed above by
loggin into our system at http://omwbe.wa.gov/certification. Failure to notiff our offtce of these
changes may affect your firm's eligibility for the program.
o This certification shall remain valid unless and until it has been removed in accordance with
procedures set forth in WAC 326'20'172.
We are pleased to certi$ your firm and wish you much success. If you have any questions or need
assistance, please contact us at (360) 664'9750.
Sincerely,
Michael Preston
Certification Analyst
Your firm is certified in the following areas
Business Description:
Provide underwater construction, maintenance and inspection contract services and topside support for
marine construction,Diving, Underwater Construction, ROV, inspections, Multibeam and Sonar / Marine
Construction
North American Industry Classification System (NAICS) Codes:
NAICS 237990: MARINE CONSTRUCTION
NAICS 561990: DIVING SERVICES ON A CONTRACT OR FEE BASIS
Sign up in the Washington's Electronic Business Solutions (WEBS) if you wish to receive solicitation
noti""J from state agencies, local and tribal governments and non-profit organizations throughout
Washington State. Iiyou have any questions about WEBS, please contact the Department of Enterprise
S ervices at 3 60 -9 02-7 400 or webscustomerservice@.de s.wa. gov.
Leammore about doing business with the state: http://bit.lyDoBizWitbWA.
Nanci Donohue
Associated Underwater Services, Inc DBA Associated Underwater Services Inc
3901 E Ferry Ave
Spokane, WA99202
Dear Donohue:
Congratulations! The Idaho Transportation Department (ITD) DBE Certification Committee met, and after careful review
votel to certiff your firm as an Idlho Certified Disadvantaged Business Enterprise (DBE) under the regulations set forth
in 49 CFR 26.
As a DBE firm, your company will be placed in the Idaho Transportation Department's DBE Directory, which is available
on-line at https:/itd.dbesystem.com. T[re directory confirms your DBE certification, and the work areas in which you are
certified to perform, to other companies and government agencies'
In accordance with regulation 49 CFR Part 26.S(h), a firm's DBE certification will remain in effect indefinitely, provided
that aNo Change Affidavit is submitted every year to ITD affirming that no changes have occurred to render the firm
ineligible to participate in the DBE Program. However, if ITD has reason to conduct a certification review, and upon
findiig sufficient and compelling reasons that a firm is no longer eligible to participate in the DBE program, it will
decertiff the firm upon finding noncompliance with DBE regulations.
your anniversary date for submitting your Annual "No Change" Affidavit is February 15,2021. You will receive
notification to log into your on-line account and submit your No Change Affidavit and other documentation on January 1.
Changes in youriompany's management or ownership structure during the certification period must be reported
immediately to ITD.
We are pleased to include you among our DBE firms. If you have any questions about your DBE certification or need
assistance with another related issue, please call the Offrce of Civil Rights at (208) 334-8567
Sincerely,
ESTER CEJA
DBE Program Coordinator
Offrce of Civil Rights
Idaho Transportation Department
POBox7I29
Boise,ID 83707-1129
itd@dbesystem.com
https ://itd.dbesystem.com
business"uur€@h
&
CERTIFICATION OFFICE FOR BUSINESS
INCLUSION & DIVERSITY
December 18,2020
Nanci Donohue
Associated Underwater Services, lnc DBA Associated Underwater Services lnc
3901 E FerryAve
Spokane, WA 99202
Re: DBE Certification Confirmation
Oregon Certification No.: 12916
Dear Ms. Donohue:
Congratulations! Your business has met the federal eligibility criteria as established in 49 CFR 23 and 26. Effective the date of this
tettei tne Certification Office for Business lnclusion and Divbrsity (COBID) has certified your firm as a DISADVANTAGED BUSINESS
ENTERPRISE (DBE). As a COBID Certified Firm, you shall be subject to all Federal and State laws.
your certification in Oregon begins the date of this letter. Continued certification is contingent upon meeting the requirements of 49
CFR 23 and 26, which includeJ reporting on a yearly basis. Reporting will occur each year on the anniversary date of your
certification.
you are also required to notify COBID within 30 days of any material change in your firm, including changes in ownership, control,
operational management, address, or contact information. Submit notification through our online e-application system
(nttBs'lloregon4bii.diversitysgftware.com), via U.S. Mail, or by email to cobid.web@oregon.gov. Notification must include any
iupportingilocumentation-Failtre to inform COBID of changes or failure to respond to requests for information may result in
decertification.
your Company is now in the Directory of Certified Firms and publicly available at www.ORcobid.com. We recommend that you
regularly view'your firm's information in the directory to confirm your contact information is current and that the description and
ttAlCSliilCp iodes listed accurately describe your services and/or products. Your inclusion in our directory is key to vendo_rs and
agencies identifying and confirming your certifitation in Oregon. As long as your firm remains in the directory, you are certified. You
will receive future notification regarding yearly reporting requirements.
You may now receive credit on contracts containing COBID Certified inclusion and diversity goals.
NAICS 237990: MARINE CONSTRUCTION
NAICS 561990: DIVING SERVICES ON A CONTRACT OR FEE BASIS
NIGP 95935: CONSTRUCTION SERVICES, GENERAL MARINE
lf you have questions regarding your certification and the codes assigned, please contact our office and I can assist you.
Sincerely,
DanielJackson
Certification Specialist ll
Nanci Donohue
Associated Underwater Services, Inc DBA Associated Underwater Services Inc
3901 E Ferry Ave
Spokane, WA99202
Dear Donohue:
Congratulations! The Idaho Transportation Department (ITD) DBE Certification Committee met, and after careful review
voted to certiff your firm as an Idaho Certified Disadvantaged Business Enterprise (DBE) under the regulations set forth
in 49 CFR 26.
As a DBE firm, your company will be placed in the Idaho Transportation Department's DBE Directory, which is available
on-line at h@s://itd.dbesystem.com. The directory confirms your DBE certification, and the work areas in which you are
certified to perform, to other companies and government agencies.
In accordance with regulation 49 CFR Part26.8(h), a firm's DBE certification will remain in effect indefinitely, provided
thataNo Change Affidavit is submitted every year to ITD affirming that no changes have occurred to render the firm
ineligible to participate in the DBE Program. However, if ITD has reason to conduct a certification review, and upon
finding sufficient and compelling reasons that a firm is no longer eligible to participate in the DBE program, it will
decertiff the firm upon finding noncompliance with DBE regulations.
Your anniversary date for submitting your Annual "No Change" Affidavit is February 15,2021. You will receive
notification to log into your on-line account and submit your No Change Affidavit and other documentation on January 1.
Changes in your company's management or ownership structure during the certification period must be reported
immediately to ITD.
We are pleased to include you among our DBE firms. If you have any questions about your DBE certification or need
assistance with another related issue, please call the Office of Civil Rights at (208) 334-8567
Sincerely,
ESTER CEJA
DBE Program Coordinator
Office of Civil Rights
Idaho Transportation Department
POBox7129
Boise, ID 83707-1129
itd@dbesystem.com
https ://itd. dbesystem. com
Friday, July 14, 20t7
To Whom It May Concern:
Re: Signatory Authority for Associated Underwater Seruices Inc.
I, Kerry Donohue, Vice President of Associated Undenruater
immediately hereby allow Michael J. Eakin, Sr. Estimator / Busi
all proposals, bid documents and contracts on behalf of
Inc.
Respectfully,
Kerry Donohue
Vice President
Associated Underwater Seruices, Inc.
Notary
State of: Washington
County of: King
Signed or attested before me on:cl
My commission exPires on:
q a
ces Inc., effective
Development to sign
Undenruater Seruices,
(
LINDSAY M DOWNES
Notary Publlc
State of Washington
My Appolntment Expires
Sep 3,2021
ASSO(:,IAT ED U NDERWATER SERVICES
Associated Underwater seryices, lnc. a office 509.533.6500 O Fax 509.533 . u4444$sdiv!!s@
BIDDER RESPONSIBILITY CRITERIA
Statement that Bidder Has Not Been Disqualified
This statement is required by state law (RCW 39.04.350(1)(d)) to be submitted to
the City before the contract can be awarded.
The bidder hereby certifies that, within the three-year period immediately preceding
the bid solicitation date (February 23,2O2L), the bidder has not been disqualified
from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3)'
(
Bi e usiness Name
Si gn ature of Authorized ial*
lYl,c lt*/ J. {o /a'a ,
Printed Name
;,6s{,^o/,rt
Title
l/**on
City State
* If a corporation, proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
2L February 8,2O2L
BIDDER RESPONSIBILITY CRITERIA
Certification of Compliance with Wage Payment Statutes
This certification is required by state law (RCW 39.04.350(2)) to be submitted to
the City before the contract can be awarded.
The bidder hereby certifies that, within the three-year period immediately preceding
the bid solicitation date (February 23, 2O2L), the bidder is not a "willful" violator, as
defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW,
as determined by a final and binding citation and notice of assessment issued by the
Department of Labor and Industries or through a civil judgment entered by a coutt of
limited or general jurisdiction.
I certify under penalty of perjury under the laws of the State of Washington that the
foregoing is true and correct.
ilq,1rrr*llufinzr,br luu,*< .,1*,
Bidder's Business Name
sig ture A
c
Printed Name
rized Official*
5, 6o {on
Title
a ft>{eu M*l//L,ilG-- -City State
* If a corporation, proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
22 February 8,202L
PROPOSAL SIGNATURE PAGE
The undersigned bidder hereby proposes and agrees to start construction work on the
Contract, if awarded to him/her, on or before ten (10) calendar days from the date of
the Notice to Proceed, and agrees to complete the Contract within one hundred
twenty (12O) working days after issuance of the City's Notice to Proceed.
The undersigned bidder hereby agrees to submit all insurance documents,
performance bonds and signed contracts within ten (10) calendar days after City
awards the Contract. The City anticipates issuance of the Notice to Proceed on the day
of the preconstruction meeting.
No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the
day of bid opening.
The required bid security consisting of a bid bond, cashier's check or cash in an
amount equal to 5olo of the total amount is hereto attached.
Notice of acceptance of this bid or request for additional information shall be
fhe
address stated below.addressed to the undersigned atI
Receipt of Addendum No.'s to the Plans and/or
ed. Failure to acknowledge receipt of the addendaspecifications is hereby ackn ow ledg
may be considered an irregularity in this proposal'
By signing this Proposal Signature Page, the undersigned bidder agrees to accept all
contract forms and documents included within the bid packet and to be bound by all
terms, requirements and representations listed in the bid documents whether set forth
by the City or by the Bidder.
DATE:Iltr&rt
NAME O BIDDE
Sig ure of Authorized RePresentative
1,1,,,l frtru 4 -1q{,or{u,r.
e
(Print Name
6 70( t/)(
and Title)'nTh5 r {n
ss
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
23 February 8,2021
KNOW ALL MEN BY THESE PRESENTS
BID BOND FORM
Bid Bond No. BB7503
, as PrinciThat we,Associated Underwater Services, I nc.
and SureTec lnsurance .assu rety, are held and firmlY
bound unto the CITY OF KENT, as Obligee, in the penal sum of FivePercent(S%Lof AmountBid
Dollars, for the payment of which the Principal and the Surety bond themselves, their
heirs, executors, administrators, successors and assigns, jointly and severally, by
these presents.
The condition of this obligation is such that if the Obligee shall make any award to the
Principal for Lake Fenwick Hypolimnetic Aerator Improvements/Project
Number: 18-3OO3
According to the terms of the proposal or bid made by the Principal thereof, and the
Principal shall duly make and enter into a contract with the Obligee in accordance with
the terms of said proposal or bid and award and shall give bond for the faithful
performance thereof, with Surety or Sureties approved by the Obligee; or if the
Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal
amount of the deposit specified in the invitation to bid, then this obligation shall be
null and void; otherwise it shall be and remain in full force and effect and the Surety
shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the
amount of this bond.
alttlllllltl l6
SIGNED, SEALED AND DAY OF Februarv 202L'
Services, lnc.
PRI CIPAL
Sure lnsurance Co
Pdl,
-c.>m
C4EAL
2002
S
20-.
Received return of deposit in the sum of $
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
24 February 8,2O2t
POA.4221248
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Know Ail Men by Thzse presen/s, That SURETEC INSURANCE COMPANY (the "Cornpafly"), a corporation duly organized and
existing under the laws of the State of Texas, and having its principal office in Houston, Hanis County, Texas, does by these presents
make, constitute and appoint
Dan. W. Burton, Teresa D. Kelly, Craig C. Payne, Laura L. Kneitz, Melissa Haddick, Megan Sivley
its true and Iawful Attorney-in-fact, with firll power and authority hereby confened in its nanre, place and stead, to execute, acknowledge
and deliver any and all bonds, recognizancei, undertakings or other instruments or contracts of suretyship to include waivers to the
conditions of contracts and consents ofsurety for, providing the bond penalty does not exceed
Twenty Five Million and 00/100 Dollars ($25,000,000.00)
and to bind the Ccmpany thereby as fulty and to the same extent as if such bond were signed by the President, sealed. with the eorporate
seal of the Companyuni duly atrested by its Secretary, hereby ratifying and confirrning altthat the said Attomey-in'Fact may do in the
premises. Said'appointmenf is made under and by authority of the following resolutions of the Boatd of Directors of fte SureTec
Insurance Companyl
Be it iksilved, that the president. any Yice-President, any Assistant Vice-President, any Secretary or any fusistant Secrctary shall bc ancl is
hereby vested with full power and authority to sppoint any on€ or more suitablc persons as Attorney(s)-in-Fact to represent and act for and on
behalf of the Company subject to the following provisions:
Attorney-in-Facr *ay b" given full po*er and authority for and in the name of and of behalf of the Company, to execute, acknowledge and
deliver, any and all bonds]recognizances, contracls, agreements or indemnity and ather conditional or obligatory undcrtakings and any and all
norices ani documents canceliig or terminating thfCompany's linbility thereunder, and any such instruments so executed by any such
Attorney-in-Fact shall be binding upon the Company as ifsigned by the President and sealed and effected by the Corporate Secretary'
Be it Risolved, that the signature oiany authoriied olliccr and seal ofthe Company heretofore or hereafter aflixed to any polver ofa1l9mef-91
any certificate relating therete by facsimile, and any power ofattofiley or eertificats bcaring facsimile signature or facsirnile scal shall be valid
ani binding upon thJCompany with r€spect to rny UonC or undertaking to which it is attached. (Adopied at o meeling held on 2ilh of April'
1e99.)
In Winess lnhereof, SURETEC INSUR,ANCE COMFANY has caused these presents to be signed by its President, and ils corporate seal
to be hereto affixed this rotn day of n,ou., A.D. zozo
SURETEC INSURANCE COIVTPANY
By
Michael C. Keimig, President
State ofTexas
County of Harris
ss:
On this rotr day of eugust A.D. 2020 before me personally carnc Micluel C. Keimig, to me known, who, being by me duly swom, did depose and say,
that he resi4es in Flouston, Texas, that he is President of SURETEC INSURANCE COMPANY, thc company described in and which executed the above
instrument; that he knows thE seal of said Company; that thc seal affixcd to said instrumcnt is such corporate seal; that it was so affixed by order olthe
Board of Directors of said Company; and that he signed his name thereto by like order'
Tanya Sneed,
My commission March 30,2A23
i. M. Brent Benty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the abova and forcgoing is a true and corect copy
of a Power of Aitorney. sxecuted bysaid Company, rvhich is still in full force and effect; and furthcrmorc. ths resolutions of the Board of Dircctors, set
out in the Power of Attorney are in full force and effect.
Given under my hand and the seal of said Company at Houston, Texas this 23rd day of
M.B t
TANYASNEED
xdf hnfic,Slrdb
Cilrr.Ernkr.0$Clf6
HfftlD l2ttttttt
Any lnstrument lssued in excoas of the penalty stated above ls totally void and wlthout any validity' 4221248
Foi verification of the authorlty of thls power you may call (7131 812-0800 any business day between E:30 am and 5:00 pm CST"
A.D.
CITY OF KENT
COMBINED DECLARATION FORM :
NON-COLLUSTON, MTNTMUM WAGE
NON.COLLUSION DECLARATION
I, by signing the proposal, hereby declare, under penalty of perjury under the
lawi ofthe United States that the following statements are true and correct:
1. That the undersigned person(s), firm, association or corporation has
(have) not, either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken any action in
restraint of free competitive bidding in connection with the project
for which this proposal is submitted.
Z. That by signing the signature page of this proposal, I am deemed to
have signed and to have agreed to the provisions of this declaration.
AND
MINIMUM WAGE AFFIDAVIT FORM
I, the undersigned, having duly sworn, deposed, say and certify that in connection
with the performance of the work of this project, I will pay each classification of
laborer, workman, or mechanic employed in the performance of such work not less
than the prevailing rate of wage or not less than the minimum rate of wage as
specified in the principal contract; that I have read the above and foregoing statement
and certificate, know the contents thereof and the substance as set fotth therein is
true to my knowledge and belief.
Lake Fenwick Hypolimnetic Aerator Improvements
Project Number: 18-3OO3
NAME OF PROJECT
SIGNATURE OF
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
Ia ,l ()ut(awob"u1 C-z
NAME OF BIDDER'S FIRM
P ENTATIVE OF BIDDER
25 February 8,2O2t
This chanqe order form is for example purposes onlv. Bv submittino a bid' the
bidder aoiees to be bound bv the terms of this chanoe order form for anY
chanoe orders.
CHANGE ORDER NO. [Enter # tr 2, 3, etc.]
NAME OF CONTRACTOR: llnsert Company Name] ("Contractor")
CONTRACT NAME & PROJECT NUMBER:llnsert Name of Original Contract & Project #, if applicable]
ORIGINAL CONTRACT DATE: llnsert Date Original Contract was Signedl
This Change Order amends the above-referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the pafties, the project contract is modified as follows:
1. Section 1 of the Contract is hereby modified to revise existing work as follows:
In addition to work required under the original Agreement and any
prior Amendments, Contractor shall provide all labor, materials, and
equipment necessarY to :
[Insert detailed description of additional materials, services, etc', that
are needed which necessitate this change order - Be as detailed as
possible. You may also refer to an attached exhibit, but clearly
identify the exhibit by title and datel
2. The contract amount and time for performance provisions of Section 1 of the
Contract are also modified as follows:
Original Contract Sum,
(including applicable alternates and
wssr)
$
Net Change by Previous Change Orders
(incl. applicable WSST)
$
Current Contract Amount
(incl. Previous Change Orders)
$
Current Change Order $
Applicable WSST Tax on this Change
Order
$
Revised Contract Sum $
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
26 February 8,2O2L
Original Time for ComPletion
(insert date)
Revised Time for ComPletion under
prior Change Orders
(insert date)
Days Required (+) for this Change
Order
working days
Revised Time for Completion
(insert date)
In accordance with Sections t-O4.4 and 1-04.5 of the Kent Special Provisions and
WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all
requirements of this Change Order by signing below. Also, pursuant to the above-referenced
contract, Contractor agrees to waive any protest it may have regarding this Change Order and
acknowledges and accepts that this Change Order constitutes final settlement of all claims of
any kind or nature arising from or connected with any work either covered or affected by this
Change Order, including, without limitation, claims related to contract time, contract
acceleration, onsite or home office overhead, or lost profits. This Change Order, unless
otherwise provided, does not relieve the Contractor from strict compliance with the guarantee
and warranty provisions of the original contract, pafticularly those pertaining to substantial
completion date.
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any)' and this Change
Order shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the pafties of this
contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this
project to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the parties betow have executed this Agreement' which will
become effective on the last date written below.
CONTRACTOR:
By:
(signature)
Print Name:
(title)
DATE:
CITY OF KENT:
By
(signature)
Print Name: Chad Bieren, P.E.
Its Interim Public Wnrks I)irector
(title)
DATE:
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Depaftment
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
27 February 8,2O2L
BIDDER'S CHECKLIST
The following checklist is a guideline to help the Contractor make sure all forms are
complete. The bidder's attention is especially called to the following forms. Failure to
execute these forms as required may result in rejection of any bid. Bidder's
Package should include the following:
Bid Document Cover Sheet filled out with Bidder's Name
Order of Contents..........
Invitation to Bid
Contractor Com plia nce Statement............
Date
Have/have not participated acknowledgment.........
Signature and address
Declaration - City of Kent Equal Employment Opportunity Policy
Date and signature
Administrative Policy
Proposal
First line of proposal - filled in ..........
Unit prices are correct
SUbCOntraCtOr LiSt (contracts over $lM - HVAC' Plumbing, & Electrical)...........
Subcontractors listed ProPerlY
Signature ...........
SUbCOntraCtOr LiSt (contracts over $lM - Structural Steel & Rebar Installation)..
Subcontractors listed ProPerlY
Date and signature
Contractor's Qual ification Statement ..,........
Complete and notarized
Statement that Bidder Has Not Been Disqualified
Certification of Compliance with Wage Payment Statutes
Proposal Signature Page
All Addenda acknowledged
Date, signature and address
Bid Bond Form
Signature, sealed and dated .........'.
Power of Attorney..........
(Amount of bid bond shall equal 5o/o ol the total bid amount)
Combined Declaration Form
Signature ...........
Change Order Form (Example)......,....'
Bidder's Checklist
The following forms are to be executed after the Contract is awarded:
A) CONTRACT
This agreement is to be executed by the successful bidder'
B) PAYMENT AND PERFORMANCE BOND
To be executed by the successful bidder and its surety company.
The following form is to be executed after the Contract is completed:
A) CITY OF KENT EOUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT
To be executed by the successful bidder AFTER COMPLETION of this contract.
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
6d
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28 February 8,202L
BOND NO.4435542
PAYMENT AND PERFORMANCE BOND
TO CITY OF KENTKENT
wr3$rro7.is
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned,Associated ndanrrafar Sarvir:es- Inc-
as Principal, and SureTec lnsura Cnmnanv
a Corporation organized and existing under the laws of the State of Washington, as a
Surety Corporation, and qualified under the laws of the State of Washington to
become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are
jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of
$922.592.31-------- , together with any adjustments, up or down, in the total contract
price because of changes in the contract work, for the payment of which sum on
demand we bind ourselves and our successors, heirs, administrators or personal
representatives, as the case may be.
This obligation is entered into in pursuance of the statutes of the State of
Washington, and the Codes and Ordinances of the CIry OF KENT,
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to a motion, duly made, seconded and passed
by the City Council of the City of Kent, King County, Washington, the Mayor of the
City of Kent has let or is about to let to the above bounden Principal, a certain
contract, the said contract providing for construction of Lake Fenwick Hypolimnetic
Aerator Improvements/Project Number: 18-3OO3 (which contract is referred to
herein and is made a part hereof as though attached hereto), and
WHEREAS, the Principal has accepted, or is about to accept, the contract, and
undertake to perform the work therein provided for in the manner and within the time
set forth:
NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully
perform all the provisions of said contract in the manner and within the time herein
set forth, or within such extensions of time as may be granted under the said
contract, and shall pay all laborers, mechanics, subcontractors and material men, and
all persons who shall supply the Principal or subcontractors with provisions and
supplies for the carrying on of said work and shall indemnify and hold the CITY OF
KENT harmless from any damage or expense by reason of failure of performance as
specified in said contract or from defects appearing or developing in the material or
workmanship provided or performed under said contract, then and in that event this
obligation shall be void; but otherwise it shall be and remain in full force and effect'
IN WITNESS WHEREOF, the above bounden parties have executed this
instrument under their separate seals, The name and corporate seal (if required by
law) of each corporate party is hereto affixed and duly signed by its undersigned
representatives pursuant to authority of its governing body.
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
29 February B,2O2L
TWO WITNESSES:
o
Ya.^V M
CORPORATE SEAL:
Aceor:iafad lln Sarwir:es- lnc-
PRINCIPAL I principal's name above)
TITLE
DATE:
CORPORATE SEAL
SureTec ln rance
SURETY
BY:
DATE:March 9.2021
TITLEI Teresa D- Kelly, Attorney-in-Fact
ADDRESS: 5444 Westheimer #900
Horrston- TX77 56
the Corporation named as
.*:ll#irx'
...\.:lo" -"44;!&?:
:aiSeALiS:t.^ r... 2002 -.j r'.S
".;;^li:i*.:,r"tr
BY
DATE
(
PRINT
DATE:
CERTIFICATE AS TO CORPORATE SEAL
I hereby certify that I am the sta t)
Principal in the within Bond; that
Who signed the said bond on behalf of the Principal
of the said Corporation; that I
Bond was duly signed, sealed,
authority of its governing body
(
ut t*
know his signature th ereto is genuine, and that said
and attested for and in behalf of said Corporation by
SECRETARY O SISTANT RETARY
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
30 February B,2O2l
4221248POA
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Krtont All Men by Tltese presenls, That SURETEC INSURANCE COMPANY (the "Cornpany"), a corporation duly organized and
existing under the laws of the State of Texas, and having its principal office in Houston, Hanis County, Texas, does by these presents
rnake, constitute and appoint
Dan. W. Burton, Teresa D. Kelly, Craig C. Payne, Laura L. Kneitz, Melissa Haddick, Megan Sivley
its true and lawful Attorney-i1-fact, with full power and authority hereby confen'ed in its name, place and stead, to execute, acknowledge
and deliver any and all bonds, recognizancei, undeftakings or other instruments or contracts of suretyship to include waivers to the
conditions of contracts and consents ofsurety for, providing the bond penalty does not exceed
Twenty Five Million and 00/100 Dollars ($25,000'000.00)
alcl to6indtheCompanytherebyasfully andtothesatneextentasifsuchbondweresignedbythePresident,sealedwiththecorporate
seal of the Cornpany oni duly aitested by its Secretary, hereby ratifying and confirming all that the said Attorney-in-Fact may do in the
premises. Said appointment is rnade under and by authority of the following resolutions of the Board of Directors of the SureTec
Insurance Cotnpany:
Be i! Resolved, tliat the president. any Vice-President, any Assistant Vice-President, any Secretary or any Assistant Secretary shall be and is
hereby vestecl rvith lull porver ancl aur-horitl,to appoint any one or more suitable persons as Attolney(s)-in-Fact to represent atld act for and on
behallolthe Cornpany subject to the follorving provisions:
Attorney-in-Facf maybe given futl porua, und authority for and ir-r the name of and of behatf of the Compan-v-, to execute, acknorvledge and
cleliveL, any and all bonctslrecognizances, contl'acts, agieements or indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceli-ng or terminating the Company's liability ther-euncler', and any such instrutnents so executed by any such
Attorney-in-Fact shall be binding upon the Company as ifsigned by the Plesident and sealed and effected by the Corporate Secretary.
IJe it Resolvecl, that the signaturJ oiany authoriied olficer and seal ofthe Corrpany heretofore or hereafter affixed to any power ofattorney or
a1y certificate relating thJreto by facsiinile, and any porver ofattorney or certificate bealing facsimile signature ol f-acsinrile seal shall be valid
ancl binding upon tliJcompany rvith re spect to any UonA or underra(ing to rvhich it is attached. (Adopted at a nrceting helcl on 2a't' of April,
t99e.)
Irt ll/itness Whereaf, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its cotporate seal
to be hereto affixed lliis tottr day of e,o,.t A.D. zozo
SURETEC INSURANCE COMPANY
By
Michael C. Keimig, Presiden
State ofTexas
County of Harris
On this rolr dny of nususr A.D. 2o2o before me personally came Michael C. Keimig, to me knorvn, who, being by me duly srvorn, did depose and say,
tliat he resides in lJouston, 'l-exas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above
instrurnent; that he knou,s the seal ofsaid Company; that the seal alfixed to said instrument is such corporate seal; that it rvas so af'fixed by older ofthe
Boar.d of Directors olsaid Company; and that he signed his name thereto by like order.
Tanya Sneed,Pub
My commission exp March 30,2023
I, M. Brent Beaty, Assistanr Secretar.y of SURETEC INSUI{ANCE COMPANY, do hereby cerlify that the above and folegoing is a true and correct copy
of a por.ver of Attorney, executed by saicl Cornpany, rvhich is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set
out in the Por,ver of Attornev at'e in full force and effect.
Given under my hand and the seal of said Cornpany at Houston, Texas this 9th day of A.D.
M.B t Bea , Assistan
Any instrument issued in excess of the penalty stated above is totally void and without any validity. 4221248
For verification of the authority of this power you m"y call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST
TANYASNEED
NorytftI{ic,$lbdb
Cqiln.E$kr0S'S26
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CONTRACT
THIS AGREEMENT is entered i betw en the CIry OF KENT a Was
municipal corporation ("City"), and
hington
e
located and doing
("Contractor"),
org anized under the laws of the State of
business at f\
1
WITN ESS:
In consideration of the terms and conditions contained in this Agreement and in
the project documents, plans, and specifications all of which are a part of this
Agreement, the parties agree as follows:
The Contractor shall do all work and furnish all tools, materials, and equipment
for: Lake Fenwick Hypolimnetic Aerator Improvements/Project
Number: 18-3OO3 in accordance with and as described in the Contract and
shall perform any alterations in or additions to the work provided under the
Contract and every part thereof. The Contract shall include all project
specifications, provisions, and plans; the City's general and special conditions;
the 2021 Standard Specifications for Road, Bridge, and Municipal Construction,
as prepared by the Washington State Department of Transportation and the
Washington State Chapter of the American Public Works Association, including
all published amendments issued by those organizations, if applicable
("standard Specifications"); the City's bid documents; and the Contractor's
response to the City's bid, The Contractor is responsible to obtain copies of the
2O2L WSDOT Standard Specifications including the latest amendments issued
by WSDOT as of the date of bid opening. Unless otherwise directed by the City,
work shall start within ten (10) days afterthe City issues its Notice to Proceed
and work shall be physically completed within one hundred twenty (12O)
working days. The term of this Contract shall continue until all work has been
completed, Final Acceptance has occurred, and all Contractor obligations have
been fulfilled.
The Contractor shall provide and bear all expense of all equipment, work, and
labor of any sort whatsoever that may be required for the transfer of materials
and for constructing and completing all the work provided for in the Contract,
except where the specifications allocate that responsibility to the City. The total
contract amount for all Work performed under this Contract, including
Washington State Sales Tax, is $922,592.3L.
The City hereby promises and agrees with the Contractor to employ, and does
employ, the Contractor to provide the materials and to do and cause to be done
the above described work and to complete and finish the same according to the
Contract and the terms and conditions herein contained and hereby contracts to
pay for the same according to the Contract and the schedule of unit or itemized
prices provided by Contractor in its response to the City's bid, at the time and
in the manner and upon the conditions provided for in the Contract.
The Contractor for itself, and for its heirs, executors, administrators,
successors, and assigns, does hereby agree to the full performance of all
covenants herein contained upon the part of the Contractor.
Lk Fenwick Hypolimnetic Aerator Impr/Heubach
Project Number: 18-3003
2
3
31 February 23,202L
4
5
It is further provided that no liability shall attach to the city by reason of
entering into this contract, except aS expressly provided herein.
Contractor shall defend, indemnify, and hold the City, its officers, officials,
employees, agents, volunteers and assigns harmless from any and all claims,
i4juries, damages, losses or suits, including all legal costs and attorney fees,
uiiting out of or in connection with the performance of this contract, except for
i[uries and damages caused by the sole negligence of the city.
The City's inspection or acceptance of any of Contractor's work when completed
shall not be grounds to avoid any of these covenants of indemnification.
Should a court of competentjurisdiction determine that this contract is subject
to RCW 4.24.115, then, in the event of liability for damages arising out of bodily
i{ury to persons or damages to property caused by or resulting from the
concurrent negligence of the Contractor and the City, its officers, officials,
employees, ag-ents and volunteers, the Contractor's liability hereunder shall be
only to the extent of the Contractor's negligence.
IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE
INDEMN IFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S
WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW,
SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION, THE PARTIES
FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS
WAIVER.
The provisions of this section shall survive the expiration or termination of this
contract.
Contractor agrees, upon the City's written demand, to make all books and
records availlble to the City for inspection, review, photocopying, and audit in
the event of a contract related dispute, claim, modification, or other contract
related action at reasonable times (not to exceed three (3) business days) and
at places designated by the city.
The Contractor shall procure and maintain, during the term of construction and
throughout the specified term of maintenance, insurance of the types and in the
amounts described in Exhibit A attached and incorporated by this reference.
Contractor is responsible for locating any underground utilities affected by the
work and is deemed to be an excavator for purposes of RCW Ch. 19'122, as
amended. Contractor shall be responsible for compliance with RCW Ch. 19'122,
including utilization of the "one call" locator service before commencing any
excavation activities.
6
7
8
Lk Fenwick Hypolimnetic Aerator lmpr/Heubach
Project Number: 1 B-3003
32 February 22, 2021
CITY OF KENT
BY
DANA RALPH, MAYOR
DATE:
ATTEST
KIMBERLEY A. KOMOTO, CITY CLERK
APPROVED AS TO FORM
KENT LAW DEPARTMENT
CONTRACTOR
BY
PRINT NAME t4 J ttn'
TITLE:+ €r{,
DATE
Lk Fenwick Hypolimnetic Aerator lmpr/Heubach
Project Number: 1 B-3OO3
33 February 22,2021
03/18/2021
City of Kent
Business License
KENT
WASHINGToN
AUS DIVING
3901 E FERRY AVE
SPOKANE, WA99202.
Please tear at y9r!o:g49!.,_:__ _ _ -: _
BUSINESS LICENSE
LICENSE MUST BE PAID ANNUALLJ BY
. JAIIUARY lst TO AVOID PENALTY.'
Issusnca of License Does Not ftbply Licensee's
Compliance with State and Local Laws
Per RCW 82. 14 local salqs
and use tax m.ust be coded
No. 1715. for all.gualified
sales within the city of
Kent.KENT
WasHtilcroN
TIilS LICENSE MUST BE POSTED IN A CONSPICUOUS
PLACE. NOT TRANSFERABTE OR ASSIGNABLE 202r
NAME AND A.DDRESS OF BUSINESS
BLOC-ZL9tZZ6
AUS DIVING ORASSOC'I]NDERWATER SVC INC
3901E FERRY AVE
SPOKANE, WA992O?
D*-",.s-"=E^
MAYOR
Tax Registration
Endorsement
The City of Kent
At z2o 4TH AvE So
KE}[t,1YASHINOTON 98032
I
EXHIBIT A
r NSURANGE REQU I REMENTS FOR
CONSTRUCTION PROJEGTS
lnsurance
The Contractor shall procure and maintain for the duration of the Agreement,
insurance against claims for irjuries to persons or damage to property which may
arise from or in connection with the performance of the work hereunder by the
Contractor, their agents, representatives, employees or subcontractors.
A. Minimum ScoPe of I nsurance
Contractor shall obtain insurance of the types described below:
1. Gommercial General Liability insurance shall be written on ISO
occurrence forrn CG OO O1 or its equivalent, with minimum limits of
$3,OOO,OOO per occurrence and in the aggregate_for.each 1 year policy
period. This coverage may be any combinatign 9f primary, umbrella or
excess liability coverage Sffording total liability limits of not less than
$3,OO0,OOO p-er occurfonce and in ttre aggregate. Prod_ucts and Completed
Operatlons coverage shall be provided fola period.of 3 years following
Substantial Completion of the'work, The Commercial General Liability
insurance shall be endorsed to provide the Aggregate per Project
Endorsement ISO form CG 25 0311 85. The Gity shall be named as an
Additional Insured under the Gontactor's Gommercial General
Liability insurance policy with respect to the wo+ performed for the
Gity. Ali endorsements iaOing Additional lnsureds shall be issued on
for:m CG 211 1O 11 85 or a form deemed equivalent, providing the
Additional lnsureds with all policies and endorsements set forth in
this section.
2. Automobile Liability insurance covering all owned, non-owned, hired and
ffiageshallbewrittehonlnsuranceServicesoffice
(lSO) form CA OO 01 or a substitute form providing equivalent liability
coverage. lf necessary, the policy shall be endorsed to provide contractual
liability coverage.
3. Workers'Gompensation coverage as required by the lndustrial lnsurance
laws of the State of Washington.
B. Minimum Amounts of I nsurance
Contractor shall maintain the following insurance limits:
1. Commercial General Liability insurance shall be written with minimum
limits of $3,OOO,OOO per occurrence and in the aggregate for each 1 year
policy period. This coverage may be any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than
$3,OOO,OOO per occurrence and in the aggregate, Products and Completed
Operations coverage shall be provided for a period of 3 years following
Substantial Completion of the work.
Lk Fenwick Hypolimnetic Aerator lmpr/Heubach
Project Number: 1 B-3O03
34 February 22, 2021
EXHIBIT A (Gontinued)
Automobile Liability insurance with a minimum combined single limit for
bodil), rruury and property damage of $1,OOO,OOO per accident.
C. Other lnsurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following
provisions for Automobile Liability and Commercial General Liability:
1. The Contractor's insurance coverage shall be primary insurance as respect
the city, Any insurance, self-insurance, or insurance pool coverage
mainta'ined "by the City shall be excess of the Contractor's insurance and
shall not contribute with it.
Z. The Contractor's insurance shall be endorsed to state that coverage shall not
be cancelled by either party, except after thirty (3O) days prior written
notice by certiiied mail, ret-urn receipt requested, has been given to the City.
3. The City of Kent shall be named as an additional insured on all policies
(excepi Professional Liability) as respects work performed by or on behalf of
the contractor and a copy of the endorsement naming the City as additional
insured shall be attached to the Certificate of lnsurance. The City reserves
the right to receive a certified copy of all required insurance policies, The
Contractor's Commercial General Liability insurance shall also contain a
clause stating that coverage shall apply separately to each insured against
whom claim is made or suit is brought, except with respects to the limits of
the insurer's liabilitY.
D. Gontractor's I nsurance for Other Losses
The Contractor shall assume full responsibility for all loss or damage from any cause
whatsoever to any tools, Contractor's employee owned tools, machinery, equipment,
or motor vehicles-owned or rented by the Contractor, or the Contractor's agents,
suppliers or contractors as well as to any temporary structures, scaffolding and
protective fences.
E. Waiver of Subrogation
The Contractor and the City waive all rights against each other any of their
Subcontractors, Sub-subcontractors, agents and employees, each of the other, for
damages caused by fire or other perils to the extend covered by Builders Risk
insurance or other property insurance obtained pursuant to the lnsurance
Requirements Section of this Contract or other property insurance applicable to the
work. The policies shall provide such waivers by endorsement or otherwise'
2
Lk Fenwick Hypolimnetic Aerator lmpr/Heubach
Project Number: 1 8-3003
35 February 22, 2021
EXHIBIT A (Gontinued)
F. Acceptability of lnsurers
lnsurance is to be placed with insurers with a current A.M. Best rating of not less than
A:VlL
G. Verification of Coverage
Contractor shall furnish the City with original certificates and a copy of the
amendatory endorsements, inc-luding but not necessarily limited to the additional
insured endorsement, evidencing the Automobile Liability and Commercial General
Liability insurance of the Contradtor before commencement of the work.
H. Subcontractors
Contractor shall include all subcontractors as insureds under its policies or shall
furnish separate certificates and endorsements for each subcontractor. All coverages
for subcontractors shall be subject to all of the same insurance requirements as stated
herein for the Contractor.
Lk Fenwick Hypolimnetic Aerator lmpr/Heubach
Project Number: 1 8-3003
36 February 22, 2021
-
.ACORD"
\t'--'
ASSOUND-01
CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDiYYYY}
311
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYANDCONFERSNORIGHTSUPONTHECERTIFICATEHOLDER'THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE GOVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: lf the certificate holder is an ADDITIONAL INSURED' the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.
icies may require an endorcement. A statement onect to the terms and conditions of the policy, certainlf SUBROGATION lS WAIVED, subj
to the certificate holder in lieu of suchthis certificate does not confer rights
CONTACTNAMF.
FAX
lA,tC. Nol:P
lt 18.*R..'u' (619) 238'1828
NAIC dINSURERTSI AFFORDING COVERAGE
L2307rNsuRFR a , Navioators lnsurance Comoanv
PRODUCER
Alliant lnsurance Services, lnc.
3850 N Causeway Blvd Suite 1150
Metairie, LA 70002
2A642rNsrFFR R : Travelers lndemnitv Company of Connecticut
26432rNsupFR c,Great American Alliance lnsurance Gompany
43,t17rNsuRFR D:American Eouifu lnsurance Companv
INSIIRFR F :
INSURER F
Associated U ndenarater Services, I nc.
3901 E. Ferry
Spokane, WA 99202
INSURED
TH rs IS TO CERTI FY THAT THE POLtCIES OF N SU RANCE LISTED BELOW HAVE BE EN ISSUED TO TH E NSURED NAMED ABOVE FOR THE PO LICY PERI OD
INDICA TE D.NOTWTH STANDIN G ANY REQ U IREMENT TERM OR coN DITION OF ANY CONTRACT o R OTHER DOC U MENT WTH RESPECT TO WHICH TH ts
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTOALLTHETERMS'
EXCLU SIONS AND co NDITI oNs OF SUC H POLICIES.LIM ITS SHOWN MAY HAVE BEEN REDUCE D BY PAID CLAIMS.
INSRITR TYPE OF INSURANCE ADDTlNqn SUBF POLICY NUMBER POLICY EFF POLICY EXPIMM'DD/YYYYI LIMITS
A X COMMERCIAL GENERAL LIABILITY
CLAIMS-MADE x OCCUR
X General
X Liability
POLICY
LIMIT APPLIES
PRO-JECT I I
PER:
LOC
sE20LtA00329002 12J31t2020 12131t2021
FA(]H OCCI IRRFNCE q 1,000,000
c 50,000t-p IIAGE TO RENTED:irlqFS /trr ^.drran..el
MFn FXP /Anv one oersonl q 5,000
PFRSONAI & ADV IN.II.IRY q 1,000,000
GFNFRAI AGGREGATE q 2,000,000
PRODI ICTS - COMP/OP AGG 1,000,000
1WA STOP GAP
B AUTOMOBILE LIABILITY
X ANY AUTO
OWNED
AUTOS ONLY
HIRED
AIJTOS ONLY
SCHEDULED
AUTOS
NON-OVI/NIED
AUTOS ONLYXX
8A9H486258 12t31t2020 't2t3'u202'l
1,000,
RODII Y lN.ltJRY lPer oerson)*
BODII Y lN.ltlRY fPer accidont)s
q
A
A UMBRELLA LIAB
EXCESS LIAB
X OCCUR
CLAIMS-MADE sE20LtAo0329003 't2t31t2020 12J31r2021
FACH OCCI.JRRENCE s 4,000,000
X AGGRFGATE
OED RETENTION $q
c WORKERS COMPENSATION
AND EMPLOYERS' LIABILIry
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
lf ves. describe under
nFscRrPTroN oF oPERATtoNS betow
f,N/A
wc409245206 'tavt2020 12t31t202',1
X PERSTATI ITF
OTH-EO
F I EACHACCIDENT s 1,000,000
F L DISEASE. EA EIMPLOYEE 1,000,000s
F I DISEASE. POLICY LI[ilIT 1,000,000
D USL&H ALMA0l,t39-06 12J31t2020 12t31t2021 See WC EL Limts
DESCRtpTtON OF OPERATIONS / LOCATTONS / VEHTCLES (ACORD I 01, Additional Remarks sqhgqulo, may be attached if more space is required)
ne: t-Cke Fenwick Hypolimnetic Aerator lmprovilments I Project Number: 18-3003
The General Liability policy contains "blanket" Additioial Iniured, Waiver of Subrogation and Primary and Non-Gontributory wording -endorsement(s), which
subject always to p6ticy terms, conditions and exclusions provide such status to person(s) or organizations(s) when required by a wriften contract with the
Named lnsuied. fhe nuto Liability policy contains "blankei" Additional lnsured and Waiver of Subrogationwording.endorsemen(s)_, which subject always to
policy terms, conditions and exclusions provide such status to person(s) or organizations(s) when required by a written contract with the Named lnsured The
USlan poticy contains a ,,btanket,,Waiver of Subrogation endoisemeni(3), wnicn subject ilways to policy terms, conditions and exclusions provid-e such
status t6 perion(s) or organizations(s) when require-d by a written contricl with the Nimed lnsured. Notice of cancellation applies according to policy
provisions
City of Kent
220 4th Avenue S.
Kent, WA 98032
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZEO REPRESENTATIVE44
@ 1988-2015 ACORD CORPORATION. All rights reserved
The ACORD name and logo are registered marks of ACORD
ACORD 25 (2016/03)
R * AE . 1212912020 " WC 4092452 06 00 Great American Alliance lnsurance Company
503050
wc 04 03 06
(Ed. 04-84)
This endorsement changes the policy to which it is attached and is effective on the date issued unless othenrvise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT. CALIFORNIA
We have the right to recover our payments from anyone liable for an injury covered by this policy' We will not enforce
our right agains-t the person or organization named in the Schedule. (This agreement applies only to the extent that you
perfoim work under a written contract that requires you to obtain this agreement from us.)
you must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work
described in the Schedule.
The additional premium for this endorsement shall be 2% o'f the California workers'compensation premium othenruise
due on such remuneration.
Schedule
Person or Organization
Any Person or Organization for whom the named insured
has agreed by written contract to furnish this waiver
Job Description
Any job for which the named insured has agreed by
written contract to furnish this waiver
wc 04 03 06
(Ed. 04-84)
Policy No.
wc 4092452 06
lnsured
Associated Underwater Serv ices, lnc
Endorsement No.Effective Date Premium
$
Company
Great American Alliance lnsurance Company
Authorized
Representative The American Equity Undenrvriters, lnc.
(Page 1 of 1)
ENDORSEMENT NO.
ATTACHED TO AND
FORMING PART OF POLICY NO
OF THE:
ISSUED TO:
EFFECTIVE:
sE20LIA00329002
1
Companies Named Herein
Associated Underwater Serv Inc.
December 31,2020 (12:01 a.m.) LST
ADDITIONAL ASSURED
The Assured identified above (herein, "Principal Insured") is authorized to add others as Additional Insureds on
this policy subject strictly to the following terms and conditions:
1. The requirement to name the Additional Insured on this policy must be set forth in a written agreement
between the Principal Insured and the Additional Insured (herein, "underlying agreement"), with the effective
date of such status to be the date of actual execution of the underlying agreement or as set forth in the underlying
agreement, whichever is later,
2. The Additional Insured shall be subject to all policy terms and conditions, including but not limited to
coverage, limitations upon coverage, exclusions and policy limits (herein, "policy terms and conditions") as well
as the further policy terms and conditions set forth in this endorsement.
3. The scope of coverage afforded to the Additional Insured shall be only to the minimum extent required and
as limited by the underlying agreement, and subject to any further applicable tetms and conditions in such
underlying agreement, but no broader than policy terms and conditions and as limited by the further policy terms
and conditions set forth in this endorsement. Further, the scope of coverage afforded to the Additional Insured
shall only be to the extent permitted or otherwise limited by law.
4. Coverage under this policy is extended to the Additional Insured only for the acts or omissions of the
principal Insured or those acting directly on its behalf arising out of or relating to the operations of the Principal
Insured pursuant to the underlying agreement. There is no coverage under this policy for the Additional Insured
for its separate acts or omissions or those acting on its behalf or for the separate operations of the Additional
Insured.
5. Notwithstanding policy terms and conditions, no contractual liability of the Additional Insured is covered
by this policy.
6. Regardless of the number of insureds, whetherNamed, Principal, Additional or otherwise, the policy limits
identified on the Declarations Page are singular and joint, not multiple or separate for each Insured'
7. The Additional Insured shall have such status on this policy only for the term of this policy, the term of the
underlying agreement, the duration of the operations of the Principal Insured or as set forth in the underlying
agreement, whichever is less or shorter, and Additional Insured status shall terminate immediately upon
termination of the underlying agreement for any reason, including said underlying agreement being declared null
and void andlor unenforceable. Further, no coverage is afforded an Additional Insured under this policy for bodily
injury or property damage occurring after all work, including materials, parts or equipment in connection with
Associated Underwater Se1ices, Inc. Effective: December 31,2020 Policy No. SE20LIA00329002
such work, associated with operations of the Principal Insured, has been completed or the Principal Insured's
work has initially been put to its intended use. Notwithstanding the underlying agreement, this policy does not
guarantee the work, completion or performance of any work agreed to in such underlying agreement.
8. When the Assured is a partner or member of a Joint Venture or Partnership, this policy will only respond
for liabilities insured hereunder subject to all other terms and conditions of this policy, for an amount not
exceeding the Assureds participation in such partnership or joint venture unless the Partnership or Joint Venture
is named on this policy.
This Clause extended to grant permission to waive subrogation as required by contract.
All other terms, conditionsr limitations and exclusions remain unchanged.
Associated Underwater Services, Inc.Effective: December 31, 2020 Policy No. SE20LIA00329002
ENDORSEMENT NO.
ATTACHED TO AND
FORMING PART OF POLICY NO
OF THE:
ISSUED TO:
EFFECTIVE:
sE20LrA00329002
2
Companies Named Herein
Associated Underwater S Inc.
December 3I,2020 (12:01 a.m.LST
PRIMARY Ai\D NON.CONTRIBUTORY INSURANCE ENDORSEMENT
It is agreed that to the extent that the Named Assured is obligated by contract, this policy shall be the
principal coverags as respects the liabilities of the Named Assured and any other insurance carried by an
Additional Assured shall not be contributory as respects the liabilities of the Named Assured, but only with
respect to operations performed by or on behalf of the Named Assured or to the facilities of or used by the
Named Assured.
All other termso conditionsr limitations and exclusions remain unchanged.
Associated Underwater Services, Inc.Effective: December 31, 2020 Policy No. SE20LIA00329002
COMMERCIAL AUTO
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
AUTO COVERAGE PLUS ENDORSEMENT
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
GENERAL DESCRIPTION OF COVERAGE - This endorsement broadens coverage. However, coverage for any
injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or
liririt6O by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to
the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover-
age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en-
dorsementand the iest of your policy carefully to determine rights, duties, and what is and is not covered.
A. BLANKET ADDITIONAL INSURED
B. EMPLOYEE HIRED AUTO
C. EMPLOYEES AS INSURED
D. SUPPLEMENTARY PAYMENTS - INCREASED
LIMITS
E. TRAILERS - INCREASED LOAD CAPACITY
F. HIRED AUTO PHYSICAL DAMAGE
G. PHYSICAL DAMAGE TRANSPORTATION
EXPENSES - INCREASED LIMIT
A. BLANKET ADDITIONAL INSURED
The following is added to Paragraph A.1., Who ls
An lnsured, of SECTION ll - COVERED AUTOS
LIABILITY COVERAGE:
Any person or organization who is required under
a written contract or agreement between you and
that person or organization, that is signed and
executed by you before the "bodily injury" or
"property damage" occurs and that is in effect
during the policy period, to be named as an addi-
tional insured is an "insured" for Covered Autos
Liability Coverage, but only for damages to which
this insurance applies and only to the extent that
person or organization qualifies as an "insured"
under the Who ls An lnsured provision contained
in Section ll.
B. EMPLOYEE HIRED AUTO
1. The following is added to Paragraph A.1.,
Who ls An Insured, of SECTION ll - COV'
ERED AUTOS LIABILITY COVERAGE:
An "employee" of yours is an "insured" while
operating a covered "auto" hired or rented
under a contract or agreement in an "em-
ployee's" name, with your permission, while
H. AUDIO, VISUAL AND DATA ELECTRONIC
EQUIPMENT - INCREASED LlMlr
I. WAIVER OF DEDUCTIBLE - GLASS
J. PERSONALPROPERry
K. AIRBAGS
L. AUTO LOAN LEASE GAP
M. BLANKET WAIVER OF SUBROGATION
performing duties related to the conduct of
your business.
2. The following replaces Paragraph b. in B.5.'
Other lnsurance, of SECTION lV - BUSI'
NESS AUTO CONDITIONS:
b. For Hired Auto Physical Damage Cover-
age, the following are deemed to be cov-
ered "autos" You own:
(1) Any covered "auto" you lease, hire,
rent or borrow; and
(2) Any covered "auto" hired or rented by
your "employee" under a contract in
an "emPloYee's" name, with Your
permission, while performing duties
related to the conduct of your busi-
NESS,
However, any "auto" that is leased, hired,
rented or borrowed with a driver is not a
covered "auto".
C. EMPLOYEES AS INSURED
The following is added to Paragraph A.1., Who ls
An Insured, of SECTION ll - COVERED AUTOS
LIABILITY COVERAGE:
@ 2015 The Travelers lndemnity Company. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc' with its permission.
cA T4 20 0215 Page 1 of3
COMMERCIAL AUTO
Any "employee" of yours is an "insured" while us-
ing a covered "auto" you don't own, hire or borrow
in your business or your personal affairs.
D. SUPPLEMENTARY PAYMENTS _ ]NCREASED
LIMITS
1. The following replaces Paragraph A.2.a.(2) of
SECTION II - COVERED AUTOS LIABILITY
COVERAGE:
(2) Up to $3,000 for cost of bail bonds (in-
cluding bonds for related traffic law viola-
tions) required because of an "accident"
we cover. We do not have to furnish
these bonds.
2. The followirig replaces Paragraph A.2.a.(4) of
SECTION II - COVERED AUTOS LIABILITY
COVERAGE:
(4) All reasonable expenses incurred by the
"insured" at our request, including actual
loss of earnings up to $500 a day be-
cause of time off from work.
E. TRAILERS - INCREASED LOAD CAPACITY
The following replaces Paragraph C.1. of SEC-
TIONI-COVEREDAUTOS:
1. "Trailers" with a load capacity of 3,000
pounds or less designed primarily for travel
on public roads.
F. HIRED AUTO PHYSICAL DAMAGE
The following is added to Paragraph A.4., Cover'
age Extensions, of SECTION lll - PHYSICAL
DAMAGE COVERAGE:
Hired Auto Physical Damage Coverage
lf hired "autos" are covered "autos" for Covered
Autos Liability Coverage but not covered "autos"
for Physical Damage Coverage, and this policy
also provides Physical Damage Coverage for an
owned "auto", then the Physical Damage Cover-
age is extended to "autos" that you hire, rent or
borrow subject to the following:
(1) The most we will pay for "loss" to any one
"auto" that you hire, rent or borrow is the
lesser of:
(a) $5o,ooo;
(b) The actual cash value of the damaged or
stolen property as of the time of the
"loss"; or
(c) The cost of repairing or replacing the
damaged or stolen property with other
property of like kind and quality.
(2) An adjustment for depreciation and physical
condition will be made in determining actual
cash value in the event of a total "loss".
(3) lf a repair or replacement results in better
than like kind or quality, we will not pay for the
amount of betterment.
(4) A deductible equal to the highest Physical
Damage deductible applicable to any owned
covered "auto".
(5) This Coverage Extension does not apply to:
(a) Any "auto" that is hired, rented or bor-
rowed with a driver; or
(b) Any "auto" that is hired, rented or bor-
rowed from your "emPloYee".
G. PHYSICAL DAMAGE TRANSPORTATION
EXPENSES - INCREASED LIMIT
The following replaces the first sentence in Para-
graph A.4.a,, Transportation Expenses, of
SECTION III - PHYSICAL DAMAGE COVER.
AGE:
We will pay up to $50 per day to a maximum of
$1,500 for temporary transportation expense in-
curred by you because of the total theft of a cov-
ered "auto" of the private passenger type.
H. AUDIO, VISUAL AND DATA ELECTRONIC
EQUIPMENT - INCREASED LIMIT
Paragraph C.1.b. of SECTION lll - PHYSICAL
DAMAGE COVERAGE iS dCICtCd.
I. WAIVER OF DEDUCTIBLE _ GLASS
The following is added to Paragraph D., Deducti'
ble, of SECTION lll - PHYSICAL DAMAGE
COVERAGE:
No deductible for a covered "auto" will apply to
glass damage if the glass is repaired rather than
replaced.
J. PERSONAL PROPERTY
The following is added to Paragraph A.4., Cover'
age Extensions, of SECTION lll - PHYSICAL
DAMAGE COVERAGE:
Personal Property Coverage
We will pay up to $400 for "loss" to wearing ap-
parel and other personal property which is:
(1) Owned by an "insured"; and
(2) ln or on your covered "auto".
This coverage only applies in the event of a total
theft ofyour covered "auto".
No deductibles apply to Personal Property cover-
age.
@ 2015 The Travelers lndemnity Company. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc. with its permission.
Page 2 of 3 cA T4 20 0215
K. AIRBAGS
The following is added to Paragraph B.3., Exclu-
sions, of SECTION lll - PHYSICAL DAMAGE
COVERAGE:
Exclusion 3.a. does not apply to "loss" to one or
more airbags in a covered "auto" you own that in-
flate due to a cause other than a cause of "loss"
set forth in Paragraphs A.1.b. and A.1.c., but
only:
a. lf that "auto" is a covered "auto" for Compre-
hensive Coverage under this policy;
b. The airbags are not covered under any war-
ranty;and
c. The airbags were not intentionally inflated.
We will pay up to a maximum of $1,000 for any
one "loss".
L. AUTO LOAN LEASE GAP
The following is added to Paragraph A.4., Cover'
age Extensions, of SECTION lll - PHYSICAL
DAMAGE COVERAGE:
Auto Loan Lease Gap Coverage for Private
Passenger Type Vehicles
ln the event of a total "loss" to a covered "auto" of
the private passenger type shown in the Schedule
or Declarations for which Physical Damage Cov-
erage is provided, we will pay any unpaid amount
due on the lease or loan for such covered "auto"
less the following:
(1) The amount paid under the Physical Damage
Coverage Section of the policy for that "auto";
and
COMMERCIAL AUTO
(2) Any:
(a) Overdue lease or loan payments at the
time of the "loss";
(b) Financial penalties imposed under a
lease for excessive use, abnormal wear
and tear or high mileage;
(c) Security deposits not returned by the les-
sor;
(d) Costs for extended warranties, Credit Life
lnsurance, Health, Accident or Disability
lnsurance purchased with the loan or
lease; and
(e) Carry-over balances from previous loans
or leases.
M. BLANKET WAIVER OF SUBROGATION
The following replaces Paragraph A.5., Transfer
Of Rights Of Recovery Against Others To Us'
of SECTION lV - BUSINESS AUTO CONDI-
TIONS:
5. Transfer Of Rights Of Recovery Against
Others To Us
We waive any right of recovery we may have
against any person or organization to the ex-
tent required of you by a written contract exe-
cuted prior to any "accident" or "loss", pro-
vided that the "accident" or "loss" arises out of
the operations contemplated by such con-
tract. The waiver applies only to the person or
organization designated in such contract.
@ 2015 The Travelers lndemnity Company. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc. with its permission.
cA T4 20 02 15 Page 3 of 3
Lk Fenwick Hypolimnetic Aerator Impr/Heubach February 22, 2021
Project Number: 18-3003
KENT SPECIAL PROVISIONS
TABLE OF CONTENTS
PAGE
DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1
1-01 Definitions and Terms ...................................................... 1-1
1-02 Bid Procedures and Conditions .......................................... 1-2
1-03 Award and Execution of Contract....................................... 1-5
1-04 Scope of the Work .......................................................... 1-5
1-05 Control of Work .............................................................. 1-7
1-06 Control of Material .......................................................... 1-10
1-07 Legal Relations and Responsibilities to the Public ................. 1-13
1-08 Prosecution and Progress ................................................. 1-19
1-09 Measurement and Payment .............................................. 1-23
1-10 Temporary Traffic Control ................................................ 1-24
DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1
8-01 Erosion Control and Water Pollution Control ........................ 8-1
8-12 Chain Link Fence and Wire Fence ...................................... 8-3
8-30 Project Signs .................................................................. 8-4
8-33 Compressor Building Construction ..................................... 8-5
8-34 In-water Construction ...................................................... 8-7
8-35 Site Restoration .............................................................. 8-10
8-36 Warranty ....................................................................... 8-10
8-37 New Electrical Service and Modifications to the Existing
Compressor Building ....................................................... 8-11
PROJECT SIGN TEMPLATE ............................................................... A-1
PERMITS ......................................................................................... A-2
TRAFFIC CONTROL PLANS .............................................................. A-3
PREVAILING WAGE RATES .............................................................. A-4
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 1 - 1 February 22, 2021
Project Number: 18-3003
KENT SPECIAL PROVISIONS
The Kent Special Provisions (“Kent Special Provisions” or “KSP”) modify and supersede
any conflicting provisions of the 2021 Standard Specifications for Road, Bridge, and
Municipal Construction, as prepared by the Washington State Department of
Transportation and the Washington State Chapter of the American Public Works
Association, including all published amendments issued by those organizations
(“WSDOT Standard Specifications”). Otherwise all provisions of the WSDOT Standard
Specifications shall apply. All references in the WSDOT Standard Specifications to the
State of Washington, its various departments or directors, or to the contracting
agency, shall be revised to include the City and/or City Engineer, except for references
to State statutes or regulations. Finally, all of these documents are a part of this
contract.
DIVISION 1 – GENERAL REQUIREMENTS
1-01 DEFINITIONS AND TERMS
SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-01.1 General
When these Kent Special Provisions make reference to a “Section,” for
example, “in accordance with Section 1-01,” the reference is to the
WSDOT Standard Specifications as modified by these Kent Special
Provisions.
SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-01.2(2) Items of Work and Units of Measurement
EA Each
Eq. Adj. Equitable Adjustment
FA Force Account
HR Hour
M GAL Thousand gallons
NIC Not In Contract
SF Square Feet
SECTION 1-01.3, “CONTRACT” DEFINITION, IS DELETED AND REPLACED
WITH THE FOLLOWING:
1-01.3 Definitions
Contract
The written agreement between the Contracting Agency and the
Contractor. It describes, among other things:
1. What work will be done, and by when;
2. Who provides labor and materials; and
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 1 - 2 February 22, 2021
Project Number: 18-3003
3. How Contractors will be paid.
The Contract includes the Contract (agreement) Form, Bidder’s
completed Proposal Form, Kent Special Provisions, Contract Provisions,
Contract Plans, WSDOT Standard Specifications (also including
amendments to the Standard Specifications issued by WSDOT as of the
later date of bid advertisement or any subsequent addenda), Kent
Standard Plans, Addenda, various certifications and affidavits,
supplemental agreements, change orders, and subsurface boring logs
(if any).
Also incorporated in the Contract by reference are:
1. Standard Plans (M21-01) for Road, Bridge and Municipal
Construction as prepared by the Washington State Department of
Transportation and the American Public Works Association, current
edition;
2. Manual on Uniform Traffic Control Devices for Streets and
Highways, current edition, and;
3. American Water Works Association Standards, current edition;
4. The current edition of the “National Electrical Code.”
Responsibility for obtaining these publications rests with the Contractor.
SECTION 1-01.3, “DEFINITIONS” IS SUPPLEMENTED BY ADDING THE
FOLLOWING DEFINITION:
Incidental Work
The terms “incidental to the project,” “incidental to the involved bid
item(s),” etc., as used in the Contract shall mean that the Contractor is
required to complete the specified work and the cost of such work shall
be included in the unit contract prices of other bid items as specified in
Section 1-04.1 (Intent of the Contract). No additional payment will be
made.
1-02 BID PROCEDURES AND CONDITIONS
SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.1 Qualification of Bidders
Bidders shall be qualified by ability, experience, financing, equipment,
and organization to do the work called for in the Contract. The City
reserves the right to take any action it deems necessary to ascertain
the ability of the Bidder to perform the work satisfactorily. This action
includes the City’s review of the qualification information in the bid
documents. The City will use this qualification data in its decision to
determine whether the lowest responsive bidder is also responsible and
able to perform the contract work. If the City determines that the
lowest bidder is not the lowest responsive and responsible bidder, the
City reserves its unqualified right to reject that bid and award the
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 1 - 3 February 22, 2021
Project Number: 18-3003
contract to the next lowest bidder that the City, in its sole judgment,
determines is also responsible and able to perform the contract work
(the “lowest responsive and responsible bidder”).
SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.2 Plans and Specifications
Upon awarding the Contract, the City shall supply to the Contractor, for
its own use, up to ten (10) copies of the plans and specifications. If the
Contractor requests more than ten (10) copies, the City may require
the Contractor to purchase the additional sets.
SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.5 Proposal Forms
Prospective bidders may obtain Bid Documents including a “Bid
Proposal” for the advertised project by downloading at no charge at
KentWA.gov/doing-business/bids-procurement; however, a prospective
bidder remains responsible to obtain Bid Documents, even if unable to
download all or any part of the documents, whether or not inability to
access is caused by the bidder’s or the City’s technology.
SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-02.6 Preparation of Proposal
It is the Bidder’s sole responsibility to obtain and incorporate all issued
addenda into the bid. In the space provided on the Proposal Signature
Page, the Bidder shall confirm that all Addenda have been received. All
blanks in the proposal forms must be appropriately filled in.
SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE
LAST PARAGRAPH:
Proposals must contain original signature pages. FACSIMILES OR
OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE
AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS.
SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.7 Bid Deposit
A deposit of at least 5 percent of the total Bid shall accompany each
Bid. This deposit may be cash, cashier’s check, or a proposal bond
(Surety bond). Any proposal bond shall be on the City’s bond form and
shall be signed by the Bidder and the Surety. A proposal bond shall not
be conditioned in any way to modify the minimum 5-percent required.
The Surety shall: (1) be registered with the Washington State
Insurance Commissioner, and (2) appear on the current Authorized
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Project Number: 18-3003
Insurance List in the State of Washington published by the Office of the
Insurance Commissioner.
The failure to furnish a Bid deposit of a minimum of 5 percent with the
Bid shall make the Bid nonresponsive and shall cause the Bid to be
rejected by the Contracting Agency.
SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.9 Delivery of Proposal
All bids must be sealed and delivered in accordance with the “Invitation
to Bid.” Bids must be received at the City Clerk’s office by the stated
time, regardless of delivery method, including U.S. Mail.
SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.10 Withdrawing, Revising, or Supplementing Proposal
After submitting a Bid Proposal to the Contracting Agency, the Bidder
may withdraw or revise it if:
1. The Bidder submits a written request signed by an authorized
person, and
2. The Contracting Agency receives the request before the time for
opening Bids.
The original Bid Proposal may be revised and resubmitted as the official
Bid Proposal if the Contracting Agency receives it before the time for
opening Bids.
SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.11 Combination and Multiple Proposals
No person, firm or corporation shall be allowed to make, file, or be
interested in more than one bid for the same work unless alternate bids
are specifically called for; however, a person, firm, or corporation that
has submitted a subproposal to a bidder, or that has quoted prices of
materials to a bidder is not disqualified from submitting a subproposal
or quoting prices to other bidders or from making a prime proposal.
SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM
1(a) WITH THE FOLLOWING:
1-02.13 Irregular Proposals
a. The bidder is not prequalified when so required.
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SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH
THE FOLLOWING:
1-02.14 Disqualification of Bidders
3. The bidder is not qualified for the work or to the full extent of the
bid.
1-03 AWARD AND EXECUTION OF CONTRACT
SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE SECOND PARAGRAPH IN THAT SECTION:
1-03.1 Consideration of Bids
The City also reserves the right to include or omit any or all schedules
or alternates of the Proposal and will award the Contract to the lowest
responsive, responsible bidder based on the total bid amount, including
schedules or alternates selected by the City.
SECTION 1-03.2 IS REVISED BY REPLACING “45 CALENDAR DAYS” WITH “60
CALENDAR DAYS” RELATING TO CONTRACT AWARD OR BID REJECTION.
1-03.2 Award of Contract
SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-03.3 Execution of Contract
No claim for delay shall be granted to the Contractor due to its failure
to submit the required documents to the City in accordance with the
schedule provided in these Kent Special Provisions.
SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-03.7 Judicial Review
Any decision made by the City regarding the award and execution of
the contract or bid rejection shall be conclusive subject to the scope of
judicial review permitted under Washington State Law. Such review, if
any, shall be timely filed in the King County Superior Court, located in
Kent, Washington.
1-04 SCOPE OF THE WORK
1-04.1 Intent of the Contract
SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
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1-04.1(2) Bid Items Not Included in the Proposal
The Contractor shall include all costs of doing the work within the bid
item prices. If the contract plans, contract provisions, addenda, or any
other part of the contract require work that has no bid item price in the
proposal form, the entire cost of labor and materials required to
perform that work shall be incidental and included with the bid item
prices in the contract.
SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, “KENT SPECIAL
PROVISIONS, KENT STANDARD PLANS” FOLLOWING THE WORDS,
“CONTRACT PROVISIONS” IN THE FIRST SENTENCE OF THE FIRST
PARAGRAPH.
SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE
SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS:
1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
1. Approved Change Orders
2. The Contract Agreement
3. Kent Special Provisions
4. Contract Plans
5. Amendments to WSDOT Standard Specifications
6. WSDOT Standard Specifications
7. Kent Standard Plans
8. WSDOT Standard Plans
SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH
(INCLUDING SUBPARAGRAPHS A AND B).
1-04.4 Changes
SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND
REPLACING IT WITH THE FOLLOWING:
For Item 2, increases or decreases in quantity for any bid item shall be
paid at the appropriate bid item contract price, including any bid item
increase or decrease by more than 25 percent from the original planned
quantity.
SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT
TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING:
Within 14 calendar days of delivery of the change order the Contractor
shall endorse and return the change order, request an extension of time
for endorsement or respond in accordance with Section 1-04.5. The
Contracting Agency may unilaterally process the change order if the
Contractor fails to comply with these requirements. Changes normally
noted on field stakes or variations from estimated quantities, will not
require a written change order. These changes shall be made at the
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unit prices that apply. The Contractor shall respond immediately to
changes shown on field stakes without waiting for further notice.
SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.6 Variation in Estimated Quantities
Payment to the Contractor will be made only for the actual quantities of
Work performed and accepted in conformance with the Contract.
SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.11 Final Cleanup
2. Remove from the project all unapproved and/or unneeded material
left from grading, surfacing, paving, or temporary erosion control
measures.
1-05 CONTROL OF WORK
SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS.
1-05.4 Conformity With and Deviations From Plans and Stakes
SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
AFTER PARAGRAPH 7:
To the extent a conflict exists between the requirements of WSDOT
Section 1-05.4 and Kent Special Provision Section 1-05.8, the
requirements of KSP Section 1-05.8 will prevail.
SECTION 1-05.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.7 Removal of Defective and Unauthorized Work
If the Contractor fails to remedy defective or unauthorized work within
the time specified by the Engineer, or fails to perform any part of the
work required by the contract, the Engineer may provide the Contractor
written notice establishing a date after which the City will correct and
remedy that work by any means that the Engineer may deem
necessary, including the use of City forces or other contractors.
If the Engineer determines that the Contractor’s failure to promptly
correct any defective or any unauthorized work creates a situation that
could be potentially unsafe or might cause serious risk of loss or
damage to the public, the Engineer may have the defective and
unauthorized work corrected immediately, have the rejected work
removed and replaced, or have the work the Contractor refuses to
perform completed by using City or other forces.
Direct and indirect costs incurred by the City attributable to correcting
and remedying defective or unauthorized work, or work the Contractor
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failed or refused to perform, shall be paid by the Contractor. Payment
may be deducted by the Engineer from monies due, or to become due,
the Contractor. Direct and indirect costs shall include, without
limitation, compensation for additional professional services required,
compensation and engineering and inspection services required, and
costs for repair and replacement of work of others destroyed or
damaged by correction, removal, or replacement of the Contractor’s
unauthorized work.
No increase in contract time or compensation will be allowed because of
the delay in the performance of the work attributable to the exercise of
the City’s rights provided by this section nor shall the exercise of this
right diminish the City’s right to pursue any other remedy available
under law with respect to the Contractor’s failure to perform the work
as required.
SECTION 1-05.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SUBSECTION:
1-05.9 Equipment
1-05.9(1) Operational Testing
It is the intent of the City to have at the Physical Completion Date a
complete and operable system. Therefore when the work involves the
installation of machinery or other mechanical equipment, street
lighting, electrical distribution of signal systems, building or other
similar work, it may be desirable for the Engineer to have the
Contractor operate and test the work for a period of time after final
inspection but prior to the Physical Completion Date.
Whenever items of work are listed in the contract provisions for
operational testing they shall be fully tested under operating conditions
for the time period specified to ensure their acceptability prior to the
Physical Completion Date. In the event the contract does not specify
testing time periods, the default testing time period shall be twenty-one
(21) calendar days.
During and following the test period, the Contractor shall correct any
items of workmanship, materials, or equipment that prove faulty or that
are not in first class operating condition. Equipment, electrical controls,
meters, or other devices and equipment to be tested during this period
shall be tested under the observation of the Engineer, so that the
Engineer may determine their suitability for the purpose for which they
were installed. The Physical Completion Date cannot be established
until testing and corrections have been completed to the satisfaction of
the Engineer.
The costs for power, gas, labor, material, supplies, and everything else
needed to successfully complete operational testing shall be included in
the various contract bid item prices unless specifically set forth
otherwise in the contract.
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Operational and test periods, when required by the Engineer, shall not
affect a manufacturer’s guaranties or warranties furnished under the
terms of the Contract.
SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-05.10 Guarantees
In addition to any other warranty or guarantee provided for at law or in
the parties’ contract, the Contractor shall furnish to the Contracting
Agency any guarantee or warranty furnished as a customary trade
practice in connection with the purchase of any equipment, materials,
or items incorporated into the project.
Upon receipt of written notice of any required corrective work, the
Contractor shall pursue vigorously, diligently, and without disrupting
city facilities, the work necessary to correct the items listed in the
notice. Approximately sixty (60) calendar days prior to the one year
anniversary of final acceptance, the Contractor shall be available to tour
the project, with the Engineer, in support of the Engineer’s effort to
establish a list of corrective work then known and discovered.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE FIRST PARAGRAPH:
1-05.13 Superintendents, Labor, and Equipment of Contractor
Within ten (10) days of contract award, the Contractor shall designate
the Contractor's project manager and superintendent for the contract
work.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2021 WSDOT
STANDARD SPECIFICATIONS):
If at any time during the contract work, the Contractor elects to replace
the contract manager or superintendent, the Contractor shall only do so
after obtaining the Engineer's prior written approval.
THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE
FOLLOWING:
Whenever the City evaluates the Contractor’s qualifications or
prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City
may take these or other Contractor performance reports into account.
SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.14 Cooperation With Other Contractors
Details of known projects are as follows: N/A
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SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-05.16 Water and Power
The Contractor shall make necessary arrangements, and shall bear the
costs for power and water necessary for the performance of the work,
unless the Contract includes power or water as bid items, or unless
otherwise provided for in other bid items.
1-05.17 Oral Agreements
No oral agreement or conversation with any officer, agent, or employee
of the City, either before or after execution of the contract, shall affect
or modify the terms or obligations contained in any of the documents
comprising the contract. Such oral agreement or conversation shall be
considered unofficial information and in no way binding upon the City,
unless subsequently recorded and/or put in writing and signed by an
authorized agent of the City.
1-06 CONTROL OF MATERIAL
1-06.2 Acceptance of Materials
SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY.
1-06.2(2) Statistical Evaluation of Materials for Acceptance
SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-06.7 Submittals
1-06.7(1) Submittal Procedures
All information submitted by the Contractor shall be clear, sharp, high
contrast copies. Contractor shall accompany each submittal with a letter
of transmittal containing the following information:
1. Contractor’s name and the name of Subcontractor or supplier who
prepared the submittal.
2. The project name and identifying number.
3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.).
Each resubmittal shall include the original number with a
sequential alpha letter added (1A, 1B, 1C, etc.).
4. Description of the submittal and reference to the Contract
requirement or technical specification section and paragraph
number being addressed.
5. Bid item(s) where product will be used.
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1-06.7(2) Schedule of Submittals
The Contractor shall create and submit three (3) copies of a schedule of
submittals showing the date by which each submittal required for
product review or product information will be made. The schedule can
be modified, deducted, or added to by the City. The schedule shall be
available at the preconstruction conference (see 1-08.0 of the Kent
Special Provisions). The schedule of submittals must be accepted prior
to the City making the first progress payment. The schedule shall
identify the items that will be included in each submittal by listing the
item or group of items and the Specification Section and paragraph
number and bid item under which they are specified. The schedule shall
indicate whether the submittal is required for product review of
proposed equivalents, shop drawings, product data or samples or
required for product information only.
The Contractor shall allow a minimum of 21 days for the Engineer’s
review of each submittal or resubmittal. All submittals shall be in
accordance with the approved schedule of submittals. Submittals shall
be made early enough to allow adequate time for manufacturing,
delivery, labor issues, additional review due to inadequate or
incomplete submittals, and any other reasonably foreseeable delay.
1-06.7(3) Shop Drawings, Product Data, and Samples
The Contractor shall submit the following for the Engineer’s review:
1. Shop Drawings: Submit an electronic copy or three paper copies.
Submittals will be marked, stamped and returned to the
Contractor. The Contractor shall make and distribute any required
copies for its superintendent, subcontractors and suppliers.
2. Product Data: Submit an electronic copy or three paper copies.
Submittals will be marked, stamped and returned to the
Contractor. The Contractor shall make and distribute any required
copies for its superintendent, subcontractors and suppliers.
3. Samples: Submit three labeled samples or three sets of samples
of manufacturer’s full range of colors and finishes unless otherwise
directed. One approved sample will be returned to the Contractor.
Content of submittals:
1. Each submittal shall include all of the items required for a
complete assembly or system.
2. Submittals shall contain all of the physical, technical and
performance data required to demonstrate conclusively that the
items comply with the requirements of the Contract.
3. Each submittal shall verify that the physical characteristics of items
submitted, including size, configurations, clearances, mounting
points, utility connection points and service access points, are
suitable for the space provided and are compatible with other
interrelated items.
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4. The Contractor shall label each Product Data submittal, Shop
Drawing or Sample with the bid item number and, if a lump sum
bid item, provide a reference to the applicable KSP paragraph. The
Contractor shall highlight or mark every page of every copy of all
Product Data submittals to show the specific items being submitted
and all options included or choices offered.
The City encourages a creative approach to complete a timely,
economical, and quality project. Submittals that contain deviations from
the requirements of the Contract shall be accompanied by a separate
letter explaining the deviations. The Contractor’s letter shall:
1. Cite the specific Contract requirement including the Specification
Section bid item number and paragraph number for which approval
of a deviation is sought.
2. Describe the proposed alternate material, item or construction,
explain its advantages, and explain how the proposed alternate
meets or exceeds the Contract requirements.
3. State the reduction in Contract Price, if any, which is offered to the
City.
The Engineer retains the exclusive right, at his or her sole discretion, to
accept or reject any proposed deviation with or without cause.
The Engineer will stamp and mark each submittal prior to returning it to
the Contractor. The stamps will indicate one of the following:
1. “APPROVED AS SUBMITTED” – Accepted subject to its compatibility
with the work not covered in this submission. This response does
not constitute approval or deletion of specified or required items
not shown in the partial submission.
2. “APPROVED AS NOTED” – Accepted subject to minor corrections
that shall be made by the Contractor and subject to its
compatibility with the work not covered in this submission. This
response does not constitute approval or deletion of specified or
required items not shown in the partial submission. No
resubmission is required.
3. “AMEND AND RESUBMIT” – Rejected because of major
inconsistencies, errors or insufficient information that shall be
resolved or corrected by the Contractor prior to subsequent re-
submittal. An amended resubmission is required.
Re-submittals that contain changes that were not requested by the
Engineer on the previous submittal shall note all changes and be
accompanied by a letter explaining the changes.
1-06.7(4) Proposed Equivalents
The Engineer retains the exclusive right, at his or her sole discretion, to
accept or reject any proposed equivalent with or without cause.
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1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.2 State Taxes
SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax
Without waiving the Contractor’s obligation to understand and apply
these tax rules correctly, the City has indicated those parts of the
project that are subject to use tax under Section 1-07.2(1) in the
proposal bid items.
SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax
Without waiving the Contractor’s obligation to understand and apply
these tax rules correctly, the City has indicated those parts of the
project that are subject to retail sales tax under Section 1-07.2(2) in
the proposal bid items.
SECTION 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.4(2) COVID-19 Job Site Requirements
Before commencing any work on the Project site, the Contractor shall
develop and post at each job site a comprehensive COVID-19 exposure
control, mitigation, and recovery plan that complies with the Phase 1
Construction Restart COVID-19 Job Site Requirements issued by the
Governor, or subsequent modifications or phase amendments as the
Governor may issue. Contractor must further meet and maintain all
requirements of the plan, including providing materials, schedules, and
equipment required to comply with those job site requirements or any
future adjustments that may be made to job site requirements by the
Governor or any applicable federal or state agency during the COVID-
19 emergency.
A copy of the COVID-19 job site safety plan, along with the
identification and contact information for the COVID-19 Supervisor,
shall be provided to the Engineer.
SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH BEFORE THE FIRST PARAGRAPH:
1-07.6 Permits and Licenses
The City has obtained the following permits:
Hydraulic Project Approval [HPA] (WDFW)
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SEPA (City of Kent)
Shoreline Substantial Development Permit (City of Kent)
Temporary Use Permit for Governmental Use of WDFW Land (WDFW)
The City will obtain the following permit:
Commercial Building Alteration Permit (City of Kent)
The City has applied for a Commercial Building Alteration Permit, but
this permit is pending and will be issued once the Contractor has been
selected.
The Contractor is not permitted to perform any in-water work from April
1 through July 15. The Contractor shall anticipate this restriction in their
schedule and construction procedures. Contract days may be suspended
as needed to accommodate this restriction on in-water work. No
additional compensation will be granted to the Contractor for this time
restriction.
Should archeological materials (e.g. bones, shell, stone tools, beads,
ceramics, old bottles, hearths, etc.) or human remains be observed
during project activities, all work in the immediate vicinity should stop.
The State Department of Archaeology and Historic Preservation, the
City, and local tribes (Duwamish and Muckleshoot) shall be contacted
immediately to help assess the situation and determine how to preserve
the resource(s). Compliance with all applicable laws pertaining to
archaeological resources (RCW 27.53, 27.44 and WAC 25-48) is
required.
If a fish kill occurs or fish are observed in distress at the job site, the
Contractor shall immediately stop all activities causing harm and notify
the Washington Department of Fish and Wildlife by calling 425-449-
6790. Activities related to the fish kill or fish distress must not resume
until the Washington Department of Fish and Wildlife give approval.
SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPHS AFTER THE LAST PARAGRAPH:
A copy of each permit and/or license obtained by the Contractor shall
be furnished to the City. Approved permits shall be furnished to the City
upon completion of the project and prior to final acceptance.
The Contractor shall promptly notify the City in writing of any variance
in the contract work arising from the issuance of any permit.
1-07.9 Wages
SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH AFTER THE SIXTH PARAGRAPH:
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1-07.9(1) General
To the extent allowed by law, the wage rates that will be in effect
during the entire contract work period are those in effect on the day of
bid opening, unless the City does not award the Contract within six
months of the bid opening.
SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
FOLLOWING:
1-07.9(3) Apprentices
All contracts with an estimated construction cost greater than
$1,000,000 (one million dollars) shall require that no less than 15
percent of the labor hours performed by workers subject to prevailing
wages employed by the contractor or its subcontractors be performed
by apprentices enrolled in a state-approved apprenticeship program.
Definitions
For the purposes of this specification, the following definitions apply:
1. Apprentice Utilization Requirement is expressed as a percentage of
the project Labor Hours performed by Apprentices.
2. Labor Hours are the total hours performed by all workers receiving
an hourly wage who are directly employed on the project site
including hours performed by workers employed by the prime
Contractor and all Subcontractors. Labor Hours do not include
hours performed by foremen, superintendents, owners, and
workers who are not subject to prevailing wage requirements.
3. Apprentice is a person enrolled in a State-approved Apprenticeship
Training Program.
4. State-approved Apprenticeship Training Program is an
apprenticeship training program approved by the Washington
State Apprenticeship Council.
5. Good Faith Effort is a demonstration that the Contractor has
strived to meet the Apprenticeship Utilization Requirement
including but not necessarily limited to the specific steps as
described elsewhere in this specification.
Plan
The Contractor shall submit an “Apprentice Utilization Plan” within 30
calendar days of Notice of Award, demonstrating how they intend to
achieve the Apprentice Utilization Requirement. The plan shall be
updated and resubmitted as appropriate as the Work progresses. The
intent is to provide the City with enough information to track progress
in meeting the utilization requirements.
Reporting
The Contractor shall submit a “Monthly Apprentice Reporting Form” on
a monthly basis. The report shall be submitted to the City by the last
working day of the subsequent month, until the Physical Completion
Date. The date reported shall be cumulative to date and consolidated to
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include the Contractor and all Subcontractors. At the Contractor’s
request, the Engineer may suspend this reporting requirement during
periods of minimal or no applicable work activities on the project. The
Contractor shall submit documentation of their Good Faith Effort if: (1)
they are unable to provide a plan demonstrating how they intend to
meet the Apprentice Utilization Requirement; or (2) the project has
been completed without meeting the Apprentice Utilization
Requirement.
Contacts
The Contractor may obtain information on State-approved
Apprenticeship Training Programs by contacting the Department of
Labor and Industries at: Specialty Compliance Services Division,
Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or
by phone at (360) 902-5320.
Compliance
In the event that the Contractor is unable to accomplish the Apprentice
Utilization Requirement, the Contractor shall demonstrate that a Good
Faith Effort has been made as described within this specification. Failure
to comply with the requirements as specified is subject to penalties for
noncompliance as set forth in KCC 6.01.030(E).
Good Faith Efforts
In fulfilling the Good Faith Effort, the Contractor shall perform and,
when appropriate, require its Subcontractors to perform the following
steps:
1. Solicit Apprentice(s) from State-approved Apprenticeship Training
Program(s).
2. Document the solicitation and, in the event Apprentice(s) are not
available, obtain supporting documentation from the solicited
program(s).
3. Demonstrate that the plan was updated as required within this
specification.
4. Provide documentation demonstrating what efforts the Contractor
has taken to require Subcontractors to solicit and employ
Apprentice(s).
In the event that the preceding steps have been followed, the
Contractor may also supplement the Good Faith Efforts documentation
with the following documentation:
5. Submit documentation demonstrating successful Apprentice
utilization on previous contracts.
6. Submit documentation indicating company-wide Apprentice
utilization efforts and percentages of attainment.
Payment
Compensation for all costs involved with complying with the conditions
of this specification is included in payment for the associated Contract
items of work.
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 1 - 17 February 22, 2021
Project Number: 18-3003
1-07.13 Contractor’s Responsibility for Work
SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF
THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH.
1-07.13(4) Repair of Damage
SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING TO THE
BEGINNING OF THAT SECTION:
1-07.14 Responsibility for Damage
To the extent a conflict exists between the terms of this Section
1-07.14 and Section 5 of the Contract, the terms of the Contract will
control. Any reference to the State, Governor, Commission, Secretary,
or all officers and employees of the State also will include the City, its
officers and employees.
1-07.15 Temporary Water Pollution Prevention
SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
AFTER THE LAST PARAGRAPH:
1-07.15(1) Spill Prevention, Control, and Countermeasures Plan
When the proposal form includes multiple bid schedules and the “SPCC
Plan” bid item is present in only one bid schedule, the lump sum
payment item for the “SPCC Plan” in that one schedule will apply to all
bid schedules for all costs associated with creating and updating the
accepted SPCC Plan, and all costs associated with the setup of
prevention measures and for implementing the current SPCC Plan as
required by this Specifications.
SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO
THE END OF THE SECOND PARAGRAPH:
1-07.17 Utilities and Similar Facilities
If a utility is known to have or suspected of having underground
facilities within the area of the proposed excavation and that utility is
not a subscriber to the utilities underground location center, the
Contractor shall give individual notice to that utility within the same
time frame prescribed in RCW 19.122.030 for subscriber utilities.
SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-07.17(3) Utility Markings
Once underground utilities are marked by the utility owner or its agent,
and/or once new underground facilities have been installed by the
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Project Number: 18-3003
Contractor, the Contractor/excavator is responsible to determine the
precise location of underground facilities that may conflict with other
underground construction. The Contractor shall maintain the marks or a
record of the location of buried facilities for the duration of time needed
to avoid future damage until installation of all planned improvements at
that location is complete.
1-07.17(4) Payment
All costs to comply with subsection 1-07.17(3) and for the protection
and repair of all identified or suspected underground utilities specified
in RCW 19.122 are incidental to the contract and are the responsibility
of the Contractor/excavator. The Contractor shall include all related
costs in the unit bid prices of the contract. No additional time or
monetary compensation shall be made for delays caused by utility re-
marking or repair of damaged utilities due to the Contractor’s failure to
maintain marks or to locate utilities in accordance with this section.
1-07.17(5) Notification of Excavation
Within ten business days but not less than two business days prior to
the commencement of excavation, the Contractor shall provide written
notice (or other form of notice acceptable to the Engineer) to all owners
of underground facilities, whether public or private, that excavation will
occur, and when excavation will occur.
1-07.17(6) Site Inspection
Contractor warrants and represents that it has personally, or through
its employees, agents and/or subcontractors, examined all property
affected by this project and that it is knowledgeable of specific locations
for water, gas, telephone, electric power and combined sewerage
utilities within those areas.
The following list of contacts is provided only as a convenience
to the Contractor. It may not be accurate and may not constitute
a complete list of all affected utilities.
CenturyLink
Gabrielle Skorupa
206-305-4395
Comcast
Aaron Cantrel
206-510-4222 (cell)
Aaron_Cantrel@comcast.com
Puget Sound Energy Gas
Glenn Helton
253-395-6926
425-559-4647 (cell)
Puget Sound Energy Power
Tin Nguyen
253-244-4303 (cell)
Tin.Nguyen@pse.com
Verizon
Scott Christenson
425-636-6046
425-471-1079 (cell)
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 1 - 19 February 22, 2021
Project Number: 18-3003
SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
BEFORE THE FIRST PARAGRAPH:
1-07.18 Public Liability and Property Damage Insurance
To the extent a conflict exists between the terms of this Section
1-07.18 and the insurance requirements in Section 7 of the Contract,
the terms of the Contract will control. Any reference to the State,
Governor, Commission, Secretary, or all officers and employees of the
State also will include the City, its officers and employees.
SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.24 Rights of Way
Street right of way lines, limits of easements and limits of construction
are indicated or defined on the plans. The Contractor's construction
activities shall be confined within these limits, unless arrangements for
use of private property are made.
It is anticipated that the City will have obtained all right of way,
easements or right of entry agreements prior to the start of
construction. Locations where these rights have not been obtained will
be brought to the Contractor's attention prior to start of construction.
The Contractor shall not proceed with any portion of the work in areas
where right of way, easements or rights of entry have not been
acquired until the Engineer certifies to the Contractor that the right of
way or easement is available or that the right of entry has been
received.
SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.26 Personal Liability of Public Officers
Neither the City, the Engineer, nor any other official, officer or
employee of the City shall be personally liable for any acts or failure to
act in connection with the contract, it being understood that, in these
matters, they are acting solely as agents of the City.
1-08 PROSECUTION AND PROGRESS
SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-08.0 Preconstruction and Preconstruction Conference
The Engineer will furnish the Contractor with up to ten (10) copies of
the plans and specifications. Additional documents may be purchased
from the City at the price specified by the City or in the Invitation to
Bid. Prior to undertaking each part of the work, the Contractor shall
carefully study and compare the Contract and check and verify all
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 1 - 20 February 22, 2021
Project Number: 18-3003
pertinent figures shown and all applicable field measurements. The
Contractor shall promptly report in writing to the Engineer any conflict,
error or discrepancy that the Contractor discovers.
After the Contract has been executed, but prior to the Contractor
beginning the work, a preconstruction conference will be held with the
Contractor, the Engineer and any other interested parties that the City
determines to invite. The purpose of the preconstruction conference will
be:
1. To review the initial progress schedule.
2. To establish a working understanding among the various parties
associated or affected by the work.
3. To establish and review procedures for progress payment,
notifications, approvals, submittals, etc.
4. To verify normal working hours for the work.
5. To review safety standards and traffic control.
6. To discuss any other related items that may be pertinent to the
work.
The Contractor shall prepare and submit for approval, at or prior to the
preconstruction conference, the following:
1. A price breakdown of all lump sum items.
2. A preliminary construction schedule.
3. A list of material sources for approval, if applicable.
4. Schedule of submittals. (See 1-06.6(2))
5. Temporary Erosion/Sedimentation Control Plan (TESCP) for
approval.
6. Traffic Control Plan (TCP) for approval.
7. Request to sublet, for approval by the Engineer, of all
subcontractors.
SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-08.4 Notice to Proceed, Prosecution and Hours of Work
Notice to Proceed will be given after the contract has been executed
and the contract bond and evidence of required insurance have been
approved by and filed with the City. Unless otherwise approved in
writing by the Engineer, the Contractor shall not commence the work
until the Notice to Proceed has been given by the Engineer. The
Contractor shall commence construction activities on the Project Site
within ten working days of the Notice to Proceed Date. The Work
thereafter shall be prosecuted diligently, vigorously, and without
unauthorized interruption until physical completion of the work.
Voluntary shutdown or slowing of operations by the Contractor shall not
relieve the Contractor of the responsibility to complete the work within
the time(s) specified in the Contract.
Except in the case of emergency or unless otherwise approved by the
Engineer, the normal straight time working hours for the Contractor
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 1 - 21 February 22, 2021
Project Number: 18-3003
shall be any consecutive 8-hour period between 7:00 a.m. and 6:00
p.m. Monday through Friday, unless otherwise specified in the Kent
Special Provisions, with a 5-day work week, plus allowing a maximum
one-hour lunch break in each working day. The Contractor shall limit
activities that generate substantial noise until 8 a.m. The normal
straight time 8-hour working period for the contract shall be established
at the preconstruction conference or prior to the Contractor
commencing work.
If a Contractor desires to perform work on holidays, Saturdays,
Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the
Contractor shall apply in writing to the Engineer for permission to work
those times. The Contractor shall notify the Engineer at least 48 hours
in advance (72 hours in advance for weekend work) so that the
Inspector's time may be scheduled. Permission to work longer than an
8-hour period between 7:00 a.m. and 6:00 p.m. is not required.
Permission to work between the hours of 10:00 p.m. and 7:00 a.m.
during weekdays and between the hours of 10:00 p.m. and 9:00 a.m.
on weekends or holidays may also be subject to noise control
requirements. Approval to continue work during these hours may be
revoked at any time the Contractor exceeds the City’s noise control
regulations or the city receives complaints from the public or adjoining
property owners regarding noise from the Contractor’s operations. The
Contractor shall have no claim for damages or delays should this
permission be revoked for these reasons.
The Engineer may grant permission to work Saturdays, Sundays,
holidays or other than the agreed upon normal straight time working
hours but may be subject to other conditions established by the City or
Engineer. These conditions may include, but are not limited to, the
following: hours worked by City employees; impacts to the construction
schedule; or accommodations to adjoining properties affected by the
contract work.
1-08.4(A) Reimbursement for Overtime Work of City Employees
Following is a non-exclusive list of work that may require Contractor
reimbursement for overtime of City employees. The City will bill the
Contractor at the OVERTIME RATE in order for locate crews to
complete other work. If the locate request is for nights, weekend,
holidays or at other times when locate crews are not normally working,
all locate work and expenses, including travel, minimum call out times,
and/or Holiday premiums will be borne by the Contractor.
1. Locate work required to re-establish marks for City-owned
underground facilities that were not maintained or recorded by the
Contractor in accordance with RCW 19.122.030.
2. Work required by City personnel or independent testing
laboratories to re-test project materials, utility pressure or vacuum
tests, camera surveys or water purity tests as the result of initial
test failure on the part of the Contractor.
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Project Number: 18-3003
1-08.4(B) General
The City allocates its resources to a contract based on the total time
allowed in the contract. The City will accept a progress schedule
indicating an early physical completion date but cannot guarantee the
City resources will be available to meet the accelerated schedule. No
additional compensation will be allowed if the Contractor is not able to
meet its accelerated schedule due to the unavailability of City resources
or for other reasons beyond the City's control.
Unless previously approved by the Engineer, the original and all
supplemental progress schedules shall not conflict with any time and
order-of-work requirements in the contract.
If the Engineer deems that the original or any necessary supplemental
progress schedule does not provide adequate information, the City may
withhold progress payments until a schedule containing needed
information has been submitted by the Contractor and approved by the
Engineer.
The Engineer's acceptance of any schedule shall not transfer any of the
Contractor's responsibilities to the City. The Contractor alone shall
remain responsible for adjusting forces, equipment, and work schedules
to ensure completion of the work within the times specified in the
contract.
SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-08.5 Time for Completion
Contract time shall begin on the day of the Notice to Proceed. The
Contract Provisions may specify another starting date for Contract time,
in which case, time will begin on the starting date specified.
SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH
PARAGRAPHS AND REPLACING WITH THE FOLLOWING:
1-08.6 Suspension of Work
If the performance of all or any part of the Work is suspended for an
unreasonable period of time by an act of the Contracting Agency in the
administration of the Contract, or by failure to act within the time
specified in the Contract (or if no time is specified, within a reasonable
time), the Engineer will make an adjustment for any increase in the
cost or time for the performance of the Contract (excluding profit)
necessarily caused by the suspension. However, no adjustment will be
made for any suspension if (1) the performance would have been
suspended by any other cause, including the fault or negligence of the
Contractor, or (2) an equitable adjustment is provided for or excluded
under any other provision of the Contract.
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 1 - 23 February 22, 2021
Project Number: 18-3003
If the Contactor believes that the performance of the Work is
suspended for an unreasonable period of time and such suspension is
the responsibility of the Contracting Agency, the Contractor shall
immediately submit a written notice of protest to the Engineer as
provided in Section 1-04.5. No adjustment shall be allowed for any
costs incurred more than 10 calendar days before the date the Engineer
receives the Contractor’s written notice to protest. In any event, no
protest will be allowed later than the date of the Contractor’s signature
on the Final Pay Estimate. The Contractor shall keep full and complete
records of the costs and additional time of such suspension, and shall
permit the Engineer to have access to those records and any other
records as may be deemed necessary by the Engineer to assist in
evaluating the protest.
The Engineer will determine if an equitable adjustment in cost or time is
due as provided in this Section. The equitable adjustment for increase
in costs, if due, shall be subject to the limitations provided in Section
1-09.4, provided that no profit of any kind will be allowed on any
increase in cost necessarily caused by the suspension.
SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY
DELETING THE FOURTH AND SIXTH PARAGRAPHS.
1-09 MEASUREMENT AND PAYMENT
1-09.9 Payments
SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-09.9(2) City’s Right to Withhold Certain Amounts
In addition to the amount that the City may otherwise retain under the
Contract, the City may withhold a sufficient amount of any payments
otherwise due to the Contractor, including nullifying the whole or part
of any previous payment, because of subsequently discovered evidence
or subsequent inspections that, in the City's judgment, may be
necessary to cover the following:
1. The cost of defective work not remedied.
2. Fees incurred for material inspection, and overtime engineering
and inspection for which the Contractor is obligated under this
Contract.
3. Fees and charges of public authorities or municipalities.
4. Liquidated damages.
5. Engineering and inspection fees beyond Completion Date.
6. Cost of City personnel to re-establish locate marks for City-owned
facilities that were not maintained by the Contractor in accordance
with RCW 19.122.030 (3).
7. Additional inspection, testing and lab fees for re-doing failed,
water, other utility tests.
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 1 - 24 February 22, 2021
Project Number: 18-3003
1-09.11 Disputes and Claims
SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.11(3) Time Limitations and Jurisdiction
This contract shall be construed and interpreted in accordance with the
laws of the State of Washington. The venue of any claims or causes of
action arising from this contract shall be exclusively in the Superior
Court of King County, located in Kent, Washington.
For convenience of the parties to this contract, it is mutually agreed
that any claims or causes of action which the Contractor has against the
City arising from this contract shall be brought within 180 days from
the date of Final Acceptance of the contract by the City. The parties
understand and agree that the Contractor’s failure to bring suit within
the time period provided shall be a complete bar to any such claims or
causes of action.
It is further mutually agreed by the parties that when any claims or
causes of action that a Contractor asserts against the City arising from
this contract are filed with the City or initiated in court, the Contractor
shall permit the City to have timely access to any records deemed
necessary by the City to assist in evaluating the claims or actions.
SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.13 Final Decision and Appeal
All disputes arising under this contract shall proceed pursuant to
Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and
any Kent Special Provisions provided for in the contract for claims and
resolution of disputes. The provisions of these sections and the Kent
Special Provisions must be complied with as a condition precedent to
the Contractor’s right to seek an appeal of the City’s decision. The City’s
decision under Section 1-09.11 will be final and conclusive. Thereafter,
the exclusive means of Contractor’s right to appeal shall only be by
filing suit exclusively under the venue, rules and jurisdiction of the
Superior Court of King County, located in Kent, Washington, unless the
parties agree in writing to an alternative dispute resolution process.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.2 Traffic Control Management
SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-10.2(1) General
The TCS shall be certified as a work site traffic control supervisor by
one of the following:
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 1 - 25 February 22, 2021
Project Number: 18-3003
Evergreen Safety Council
401 Pontius Avenue North
Seattle, WA 98109
1-800-521-0778 or 206-382-4090
The Northwest Laborers-Employers Training Trust
27055 Ohio Avenue
Kingston, WA 98346
360-297-3035
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, VA 22406-1022
Training Dept. Toll Free (877) 642-4637 or (540) 368-1701
1-10.3 Traffic Control Labor, Procedures, and Devices
1-10.3(3) Traffic Control Devices
SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-10.3(3)L Temporary Traffic Control Devices
When the bid proposal includes an item for “Temporary Traffic Control
Devices,” the work required for this item shall be furnishing barricades,
flashers, cones, traffic safety drums, and other temporary traffic control
devices, unless the contract provides for furnishing a specific temporary
traffic control device under another item. The item “Temporary Traffic
Control Devices” includes:
1. Initial delivery to the project site (or temporary storage) in good
repair and in clean usable condition,
2. Repair or replacement when they are damaged and they are still
needed on the project, and
3. Removal from the project site when they are no longer on the
project.
SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-10.3(4) On-site Parking
The Contractor is not permitted to park any construction-related or
personal vehicles in the designated parking spaces in the parking lot
immediately adjacent to the project site.
SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.5 Payment
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Project Number: 18-3003
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The unit contract price for “Traffic Control Labor” per hour shall be full
pay for all costs for the labor provided for performing those
construction operations described in Section 1-10.2(1)B, and Section
1-10.3(1) of the WSDOT Standard Specifications, and as authorized by
the Engineer. The hours eligible for “Traffic Control Labor” shall be
limited to the hours the worker is actually performing the work as
documented by traffic control forms provided by the Contractor’s TCM,
and verified by the City Inspector’s records, and the Contractor’s
Certified Payroll Records submitted to the City Inspector on a weekly
basis.
The unit contract price for “Traffic Control Supervisor” per hour shall be
full pay for each hour a person performs the Traffic Control Supervisor
duties described in Section 1-10.2(1)B of the WSDOT Standard
Specifications. Payment for traffic control labor performed by the Traffic
Control Supervisor will be paid under the item for “Traffic Control
Labor.”
The lump sum contract price for “Temporary Traffic Control Devices”
shall be full pay for providing the work described in Section 1-10.3(3)L
of the Kent Special Provisions. Progress payment for the lump sum item
“Temporary Traffic Control Devices” will be made as follows:
1. When the initial temporary traffic control devices are set up, 50
percent of the amount bid for the item will be paid.
2. Payment for the remaining 50 percent of the amount bid for the
item will be paid on a prorated basis in accordance with the total
job progress as determined by progress payments.
When the proposal does not include a bid item for a specific bid item
listed in the WSDOT Standard Specifications and/or the Kent Special
Provisions, all costs for the work described for those traffic control bid
items shall be included by the Contractor in the unit contract prices for
the various other bid items contained within the proposal. The
Contractor shall estimate these costs based on the Contractor’s
contemplated work procedures.
When traffic control bid items are included in the bid proposal, payment
is limited to the following work areas:
1. The entire construction area under contract and for a distance to
include the initial warning signs for the beginning of the project
and the END OF CONSTRUCTION sign. Any warning signs for side
streets on the approved TCP are also included. If the project
consists of two or more sections, the limits will apply to each
section individually.
2. A detour provided in the plans or approved by the City’s Traffic
Control Supervisor for by-passing all or any portion of the
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Project Number: 18-3003
construction, irrespective of whether or not the termini of the
detour are within the limits of the Contract.
No payment will be made to the Contractor for traffic control items
required in connection with the movement of equipment or the hauling
of materials outside of the limits of 1 and 2 above, or for temporary
road closures subject to the provisions of Section 1-07.23(1) of the
WSDOT Standard Specifications.
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 8 - 1 February 22, 2021
Project Number: 18-3003
DIVISION 8 – MISCELLANEOUS CONSTRUCTION
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.1 Description
This work consists of temporary erosion and sedimentation control
procedures (TESCP) as shown on the construction plans, specified in
these Kent Special Provisions, and ordered by the Engineer as work
proceeds. The TESCP are intended to minimize erosion and
sedimentation as well as protect waters of the state and the city’s
municipal separate storm sewer system (MS4) as required by law.
8-01.3 Construction Requirements
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(1) General
Preventing and controlling pollution, erosion, runoff, and related
damage requires the Contractor to install temporary stormwater best
management practices (BMPs) as per the plans and as directed by the
City.
As site conditions dictate, additional BMPs may be required. The
Contractor shall anticipate the need for additional best management
practices and propose necessary changes to the City.
Should the Contractor fail to install the required temporary erosion and
sediment control (TESC) measures or to perform maintenance in a
timely manner, or fail to take immediate action to install additional
approved measures, all fines, cost of cleanup, costs for delays and
down time shall be borne by the Contractor.
All cost for this work shall be paid for under the unit contract bid prices.
The upgrading of the TESCP facilities shall not constitute a basis for
additional working days for this project.
The Contractor shall provide the Engineer a minimum of two working
days notice prior to clearing adjacent to any wetland, creek or other
sensitive area. During the construction period, no disturbance beyond
the flagged clearing limits shall be permitted. The flagging shall be
maintained by the Contractor for the duration of construction.
The TESC facilities shall be in accordance with and conform to the Kent
Surface Water Design Manual, the WSDOT Standards Specifications,
and the Ecology Construction Stormwater General Permit (if applicable),
except as modified by the Kent Design and Construction Standards or
these Kent Special Provisions.
It shall be the responsibility of the Contractor to notify the City at once
of any TESC deficiencies or changes in conditions such as rutting and or
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 8 - 2 February 22, 2021
Project Number: 18-3003
erosion that may occur during construction. The Contractor may
recommend possible solutions to the Engineer in order to resolve any
problems that are occurring.
The requirements of this section shall apply to all areas of the site
subject to construction activity as described in the WSDOT Standard
Specifications, the Kent Special Provisions and contract plans, including
Contractor construction support facilities, Contractor personnel parking
areas, equipment and material storage/laydown areas, and other areas
utilized by the Contractor for completion of the work. Nothing in this
section shall relieve the Contractor from complying with other contract
requirements.
SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(1)A Submittals
Prior to the start of any construction activities, the Contractor shall
submit for the Engineer’s review and approval, the following, as
necessitated by the work:
1. Dewatering Plan
2. Spill Prevention Control and Countermeasures Plan
3. Stream Bypass Plan for in-water work
4. Name and contact info for Contractor’s CESCL
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
8-01.3(1)F Applicable Regulations and Criteria
All construction activities are subject to applicable federal, state, and
local permits. The Contractor shall comply with requirements of
applicable state and local regulatory requirements, including, but not
limited to the following:
1. WAC 173-201A Water Quality Standards for Surface Waters of the
State of Washington
2. RCW 90.48.080 Discharge of pollutants in waters prohibited
3. City of Kent 2017 Surface Water Design Manual
4. Construction Stormwater General Permit – WA Department of
Ecology
8-01.3(1)G Water Quality Monitoring
Sampling of site stormwater discharges is only required if the project is
covered under the WA Department of Ecology Construction Stormwater
General Permit or if there is a suspected discharge that exceeds state
water quality standards.
If the project is covered under the Construction Stormwater General
Permit, then the Contractor shall conduct sampling as per the
conditions listed in the permit.
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Project Number: 18-3003
Any results that are outside the appropriate range of compliance will
require immediate implementation of adaptive management as outlined
in applicable permits, stormwater pollution prevention plan, and as
directed by the Engineer.
All sampling records shall be submitted to the Engineer by the last day
of the monitoring period. All necessary adaptive management
requirements shall be the responsibility of the Contractor to implement
and maintain.
All costs for this work shall be included in the various unit contract bid
prices.
SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-01.3(17) Vehicle Maintenance and Storage
Handling and storage of fuel, oil and chemicals shall not take place
within 50 feet of waterways. Storage shall be in dike tanks and barrels
with drip pans provided under the dispensing area. Shut-off and lock
valves shall be provided on hoses. Fuel, oil, and chemicals shall be
dispensed only during daylight hours unless approved by the engineer.
Fencing shall be provided around storage area. Locks shall be provided
on all valves, pumps, and tanks. Materials used to clean up fuel, oil,
and chemical spills shall be disposed of as directed by the engineer.
Water used for washing vehicles and equipment shall not be allowed to
enter storm drains or other State waters. No processed waste water(s)
of any kind shall be discharged onto the ground, to surface waters, or
to stormwater conveyance systems.
SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.5(2) Item Bids
The unit contract price per linear foot for “Filter Fabric Fence”
constitutes complete compensation for all labor, tools, materials,
supplies and equipment necessary to construct and install the fence as
shown on the plans, including fabric, posts and gravel to anchor fabric.
This bid item also includes maintenance throughout the project and
removal and disposal of the fence and accumulated sediment as
directed by the Engineer.
The unit contract price per hour for “ESC Lead” shall be full pay for all
duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control
(ESC) Lead) in per hour increments.
8-12 CHAIN LINK FENCE AND WIRE FENCE
SECTION 8-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 8 - 4 February 22, 2021
Project Number: 18-3003
8-12.1 Description
This work shall consist of installing, adjusting, removing, relocating,
replacing or restoring existing property fences of all types specified in
accordance with the plans, these specifications, and in reasonably close
conformity with the line staked by the Engineer.
SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-12.4 Measurement
Remove and relocate fence shall be measured by the linear foot of
relocated fence, along the ground line, exclusive of openings. Gates
shall be included in the fence measurement.
Temporary fencing shall be measured by the linear foot of temporary
fence, along the ground line exclusive of openings. Gates shall be
included in the fence measurement.
Remove and restore fence shall be measured along that portion of the
fence which must be removed in order to perform necessary work.
Measurement for payment will be between the closest posts which
remain undisturbed by the work. Restoration of fence beyond the stated
limits is incidental to and included in the measured length defined
above. If the Contractor removed additional fence for its convenience,
restoration of the additional length of fence shall be at its sole expense.
SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-12.5 Payment
“Temporary Fencing,” per linear foot.
DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS:
8-30 PROJECT SIGNS
8-30.1 Description
This work shall consist of fabricating the project sign and providing all
posts, braces, hardware, installation, and maintenance of the sign
where shown on the plans or where directed by the Engineer. The
project sign becomes the property of the City, and the Contractor shall
return the project sign to the City Maintenance Shop on West James
Street.
8-30.2 Materials
The sign shall be 4 feet high by 8 feet wide laminated vinyl face. The
sign shall be securely mounted on Dibond aluminum panel or approved
equal. Sign posts shall be 4-inch x 6-inch fir.
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Project Number: 18-3003
8-30.3 Construction Requirements
8-30.3(1) Erection of Posts
All posts shall be set reasonably vertical, and deep enough to sustain
sign and expected wind loads as determined by the Engineer.
8-30.3(2) Design A
Three (3) vertical 4-inch x 4-inch fir posts shall be attached to the sign
board as shown in the Project Sign Template. Three horizontal 2-inch x
4-inch fir braces shall be attached to the back of the sign board, one
each on the top, the bottom, and in the middle. Attachment of posts
and bracing shall meet with the approval of the Engineer.
8-30.3 Installation
Fasten two (2) vertical 4-inch x 6-inch fir posts evenly spaced at the
back of the sign board. Posts shall be of break-away design with no
more than 12.25 square inches of drilled shear area at a point 2 inches
above the ground, or as directed by the Engineer. Attachment of posts
and bracing shall meet with the approval of the Engineer.
8-30.4 Measurement
The project signs will be measured by the installed and maintained unit.
Failure of the Contractor to adequately maintain the project sign, as
determined by the Engineer, shall be deemed noncompliance with this
Specification.
8-30.5 Payment
Payment will be made in accordance with Section 1-04.1 for the
following bid item:
The unit contract price per each for “Project Sign Installation”
constitutes complete compensation for furnishing all labor and materials
for fabrication, installation and maintenance of project sign(s) for the
life of the project and removal and delivery of sign(s) back to the City
Shops upon project completion. Failure to adequately maintain and
project signs to the City Maintenance Shop shall be deemed reasonable
grounds for the Engineer to adjust the payment made under this bid
item.
8-33 COMPRESSOR BUILDING CONSTRUCTION
8-33.1 Description
This work shall consist of retrofitting the compressor building as shown
on the plans. The work includes demolishing and disposing of the
existing roof deck, roof system, and equipment pads; removing and
replacing the interior insulation; furnishing and installing all materials
needed to reconstruct and support the roof; replacing the aeration
equipment and equipment pads inside the building; removing and
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 8 - 6 February 22, 2021
Project Number: 18-3003
replacing the lighting system; and repainting the exterior walls of the
building and the roof slab in a color approved by the Engineer and
similar to the current color. All work will be conducted as required by
the plans, specifications, and Engineer. The suppliers of the “Kaeser
Compressor and Air Dryer, BSD-60T” and “AirSEP Oxygen Generator,
AS-L, AS107-10” have indicated that it may take 6 to 8 weeks to
deliver the air compressor and 8 to 10 weeks to deliver the oxygen
generator. The Contractor shall anticipate these delivery wait times in
their schedule and construction procedures and order these items as
soon as possible. No additional compensation will be granted to the
Contractor for these delivery wait times.
8-33.2 Materials
As stated in the plans, the Roof Hatch shall be a Nystrom double leaf
equipment roof hatch or pre-approved equal.
As stated in the plans, the structural systems and details on these plans
are the priority design; however, alternative systems and details may
be considered if the Contractor submits plans with substantiating
calculations and test data which bear a Washington State-licensed
engineer’s seal and signature for approval of the registered design
professional responsible in charge whose efforts for review of such
alternative designs shall be paid for by the Contractor.
8-33.3 Construction Requirements
The Contractor shall construct all structures to the quantities and/or in
the dimensions as shown on the plans and as directed by the Engineer
in the field.
Any demolition material not named in the Special Provisions as
Contracting Agency property will become the property of the Contractor
and shall be removed from the project. The Contractor shall arrange to
dispose of waste at no expense to the Contracting Agency, and the
disposal shall meet the requirements of WSDOT Standard Specifications
Section 2-03.3(7)C. Salvageable construction and demolition materials
such as metal and broken concrete shall not be landfilled and shall be
recycled to the maximum extent feasible, in accordance with King
County Ordinance 18166.
8-33.3(1) Permit Requirements
The Contractor shall comply with all applicable requirements of local
and state agencies, as stated in the permits included in Section 8.
8-33.5 Payment
Payment will be made in accordance with Section 1-04.1 for the
following bid items:
The lump sum contract price for “Demolition” constitutes full payment
for removal and proper recycling/disposal of the building roof deck and
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 8 - 7 February 22, 2021
Project Number: 18-3003
system, interior insulation, mechanical equipment, and concrete
equipment pads as shown on the plans and described in the
specifications, including cleanup of the work area.
The lump sum contract price for “Elevated Mono-slope Concrete Roof
and Support System” constitutes full payment for all costs incurred for
furnishing, hauling, and installing the Elevated Mono-slope Concrete
Roof & Support System as shown on the plans and described in the
specifications, including cleanup of the work area. The lump sum
contract price includes all materials and incidentals required to
construct a complete and operational system (see Sections 1-04.1(2),
1-05.09, and 1-05.10), except for materials associated with the Roof
Hatch. The lump sum contract price also includes all labor and materials
necessary to repaint the exterior walls of the building and exposed
overhanging roof slab in a color approved by the Engineer and similar
to the current exterior paint.
The unit contract price per each for “Roof Hatch” constitutes full
payment for all costs incurred for furnishing, hauling, and installing the
Roof Hatch as shown on the plans and described in the specifications.
The unit contract price per each includes all materials and incidentals
required to furnish, construct, and install a complete and operational
roof hatch system (see Sections 1-04.1(2), 1-05.09, and 1-05.10).
“Kaeser Compressor and Air Dryer, BSD-60T”
“AirSEP Oxygen Generator, AS-L, AS107-10”
“AirSEP Oxygen Receiving Tank, TA153-1, 400-Gal”
“AirSEP Air Receiver Tank, TA145-1, 400-Gal”
“AirSEP K1414-5: Interconnecting Hoses/Fittings, Oxygen Regulator,
Oxygen Filter”
“AirSEP K1477-1: 10-Ft Oxygen Hose from Oxygen Regulator,”
The unit contract price per each for the above items shall constitute full
payment for all costs incurred for furnishing, hauling, and installing the
equipment as shown on the plans and described in the specifications,
including equipment pad construction. The unit contract price per each
includes all materials and incidentals required to construct a complete
and operational system (see Sections 1-04.1(2), 1-05.09, and 1-
05.10), including but not limited to filters, air lines, and the oil-water
separator.
The lump sum contract price for “Compressor Building Lighting System”
constitutes full payment for removing and properly disposing/recycling
the existing lighting system and furnishing, hauling, and installing a
new lighting system as described in the plans. Payment under this item
shall include compensation for testing and all materials and incidentals
required to construct a complete and operational lighting system (see
Sections 1-04.1(2), 1-05.09, and 1-05.10),
8-34 IN-WATER CONSTRUCTION
8-34.1 Description
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Project Number: 18-3003
This work shall consist of constructing all in-water elements of the
aeration system. The work includes removing and disposing of the
current in-water equipment as well as furnishing, installing, and testing
the new in-water equipment as required by the plans, specifications,
and Engineer. This work shall also include pressure testing the 2-inch
copper/HDPE air line that extends from the compressor building to the
separator box.
The manufacturer of the Pentair Point Four Micro Bubble Diffusers,
which form part of the “Diffuser Assembly,” have indicated that these
diffusers were previously on backorder but are currently in stock. The
Contractor shall anticipate a potential delay in delivering these
diffusers, plan their schedule and construction procedures accordingly,
and order the diffusers as soon as possible. No additional compensation
will be granted to the Contractor for a potential delay in delivering
these items.
8-34.2 Materials
As stated in the plans, the diffuser frame in the Diffuser Assembly shall
be built with Unistrut P1000 12 gauge stainless steel components or
pre-approved equal.
As stated in the plans, the diffuser units in the Diffuser Assembly shall
be Pentair Point Four Micro Bubble Diffusers models 1DMBDC600 and
1DMBDC300 or pre-approved equal.
The following vendors were used as resources for the aerator
separator box. Note: this list is NOT an exhaustive list of
vendors and does NOT indicate that the City has vetted or
approved of these vendors.
Grating Pacific LLC, Kent, WA,
o 800-243-3939
o Kevin Wooddall, kwoodall@gratingpacific.com
VARI-TECH LLC, Liverpool, NY
o www.varitech.com
o Sam Carioti, mobile: 315-380-9132, office: 315-622-
1800, SCarioti@varitech.com
ERSHIGS Inc, Bellingham, WA
o www.ershigs.com
o Jared Konkle, 360-527-3442, JKonkle@ershigs.com
8-34.3 Construction Requirements
The Contractor shall construct all structures to the quantities and/or in
the dimensions as shown on the plans and as directed by the Engineer
in the field.
Any demolition material not named in the Special Provisions as
Contracting Agency property will become the property of the Contractor
and shall be removed from the project. The Contractor shall arrange to
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 8 - 9 February 22, 2021
Project Number: 18-3003
dispose of waste at no expense to the Contracting Agency, and the
disposal shall meet the requirements of WSDOT Standard Specifications
Section 2-03.3(7)C. Salvageable construction and demolition materials
such as stainless steel wire rope shall not be landfilled and shall be
recycled to the maximum extent feasible, in accordance with King
County Ordinance 18166.
8-34.3(1) Permit Requirements
The Contractor shall comply with all applicable requirements of local
and state agencies, as stated in the permits included in Section 8. The
Contractor is not permitted to perform any in-water work from April 1
through July 15. The Contractor shall anticipate this restriction in their
schedule and construction procedures. Contract days may be
suspended as needed to accommodate this restriction on in-water work.
No additional compensation will be granted to the Contractor for this
time restriction.
8-34.5 Payment
Payment will be made in accordance with Section 1-04.1 for the
following bid items:
The lump sum contract price for “Separator Box Assembly” constitutes
full payment for all costs incurred for removing and disposing of the
current separator box assembly and for furnishing, hauling, installing,
and testing the new Separator Box Assembly as shown on the plans
and described in the specifications. The lump sum contract price
includes all materials and incidentals required to construct a complete
and operational in-water aeration system (see Sections 1-04.1(2), 1-
05.09, and 1-05.10), including but not limited to four warning signs and
all connection plates or fasteners. The lump sum contract price does not
include materials included under the following bid items: Diffuser
Assembly, 72-Inch Air Mix Riser Inlet Pipes, 24-Inch Aerated Water
Discharge Pipes, and 24-Inch Lateral Distribution Pipes. As stated in the
plans, the FRP (fiberglass reinforced pipe) separator box shown in the
plans is illustrated as design intent and for bidding purposes only. The
separator box shall be designed by the separator box supplier in
accordance with the applicable codes and standards. The final
configuration of the separator box, including all connections and other
pertinent components, shall be determined by the separator box
supplier. To prevent conflicts, the Contractor shall coordinate all
components of the separator box with all piping and other components
shown and not shown. The preliminary design of the separator box,
shown in the plans, is the priority design; however, alternative designs
may be considered, provided the alternative design meets the design
criteria and basic functionality shown in the plans. The Contractor shall
submit any alternative designs to the City for approval.
The lump sum contract price for “Diffuser Assembly” constitutes full
payment for all costs incurred for furnishing, hauling, installing, and
testing the Diffuser Assembly as shown on the plans and described in
the specifications. The lump sum contract price includes all materials
Lk Fenwick Hypolimnetic Aerator Impr./Heubach 8 - 10 February 22, 2021
Project Number: 18-3003
and incidentals required to construct a complete and operational
diffuser system (see Sections 1-04.1(2), 1-05.09, and 1-05.10),
including but not limited to diffuser units and the diffuser frame.
“72-Inch Air Mix Riser Inlet Pipes”
“24-Inch Aerated Water Discharge Pipes”
“24-Inch Lateral Distribution Pipes”
The unit contract price per linear foot for the above items constitutes
full payment for all costs incurred for removing and disposing of the
current inlet and discharge pipes and for furnishing, hauling, installing,
and testing the pipes as shown on the plans and described in the
specifications. The unit contract price per linear foot includes all
materials and incidentals required to construct a complete and
operational system (see Sections 1-04.1(2), 1-05.09, and 1-05.10),
including but not limited to concrete buoyancy anchors, bottom
weights, stainless steel wire rope supports, and stiffener rods.
8-35 SITE RESTORATION
8-35.1 Description
This work shall consist of labor and materials needed to restore the
construction staging area, project area, and all disturbed areas to their
original state and function, as directed by the plans, specifications, and
Engineer.
8-35.5 Payment
Payment will be made in accordance with Section 1-04.1 for the
following bid items:
The lump sum contract price for “Site Restoration” constitutes full
payment for all costs incurred for restoring the project area to its pre-
construction state and repairing any surfaces or structures damaged
during construction. The lump sum contract price includes but is not
limited to reseeding damaged grass or relaying sod in the staging area,
removing straw wattles, repairing or replacing the gate and fence
surrounding the compressor building, and repairing concrete curbs and
pavement in the project area damaged during construction.
8-36 WARRANTY
8-36.1 Description
This work shall consist of labor and materials needed to repair or
replace damaged and/or poorly functioning equipment for the three-
year period after construction has been completed. This work does not
include labor related to routine system operation or annual system
maintenance.
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Project Number: 18-3003
8-36.5 Payment
Payment will be made in accordance with Section 1-04.1 for the
following bid item:
The unit contract price per year for “Warranty” shall constitute full
payment for all labor and material costs associated with repairing or
replacing damaged and/or poorly functioning equipment. The unit
contract price includes but is not limited to reordering and reinstalling
faulty equipment such as in-water pipes, diffusers, or equipment within
the compressor building.
8-37 NEW ELECTRICAL SERVICE AND MODIFICATIONS TO THE
EXISTING COMPRESSOR BUILDING
8-37.1 Description
This work shall consist of having a licensed electrical contractor provide
a new electrical service and modifications to the compressor building as
shown on the plans and design from Puget Sound Energy (PSE). This
work shall include coordinating with PSE to remove the existing service,
which is a 3-inch riser on a PSE pole; rerouting the existing 3-inch
conduit to the new service pole; providing and installing a weatherhead
and 10 feet of 3-inch Sch. 80 PVC conduit riser on the new power pole;
installing new 3-phase secondary cables between PSE’s new service
pole, coil conductor on riser of new service disconnect, meter, and
wireway; and coordinating with PSE to energize the new service.
8-37.2 Construction Requirements
The Contractor shall construct all structures to the quantities and/or in
the dimensions as shown on the plans and as directed by the Engineer
in the field.
8-37.3 Permit Requirements
The Contractor shall comply with all applicable requirements of local
and state agencies, as stated in the permits included in Section 8.
8-37.5 Payment
Payment will be made in accordance with Section 1-04.1 for the
following bid item:
The lump sum contract price for “New Electrical Service and
Modifications to the Existing Compressor Building” constitutes full
payment for all items, as described in the plans and design from PSE.
Payment under this item shall include compensation for all materials
and incidentals necessary to provide a complete and fully operational
electrical system aside from the materials previously installed by PSE.
The lump sum contract price includes but is not limited to furnishing
and installing 3-inch conduit, 10 feet of 3-inch Sch. 80 PVC conduit
riser, 3-phase secondary cable, and modifications to the existing
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Project Number: 18-3003
compressor building; coordinating inspection and signoff from the
Washington State Department of Labor & Industries; and coordinating
with PSE to energize the new service.
Lk Fenwick Hypolimnetic Aerator Impr./Heubach A - 1 February 22, 2021
Project Number: 18-3003
PROJECT SIGN TEMPLATE
The following is a sample project sign design. The City’s Multimedia staff will create
the final sign design, with text and sponsor logos specific to the aerator project, and
the Engineer will provide the Contractor with the design for fabrication.
Lk Fenwick Hypolimnetic Aerator Impr./Heubach A - 2 February 22, 2021
Project Number: 18-3003
PERMITS
1. Hydraulic Project Approval [HPA] (WDFW)
2. SEPA (City of Kent)
3. Shoreline Substantial Development Permit (City of Kent)
4. Temporary Use Permit for Governmental Use of WDFW Land (WDFW)
Note: The Commercial Building Alteration Permit approved by the City of Kent has not
been attached because the permit will not be finalized until a contractor has been
selected.
PERMITTEE AUTHORIZED AGENT OR CONTRACTOR
City of Kent
ATTENTION: Meara Heubach
400 W Gowe St
Kent, WA 98032-6019
Project Name:Lake Fenwick Hypolimnetic Aerator Retrofit
Project Description:The project is a retrofit of Lake Fenwick's current hypolimnetic aerator. Work will involve the
following: replacing the compressor units, raising the roof of the compressor building and
installing a maintenance hatch, replacing the aerator pipe raft, replacing the inlet and discharge
pipes, installing microbubblers in the inlet pipes, and installing lateral air distribution pipes
along the lake bottom. Potential electrical upgrades include replacing Puget Sound Energy's
existing utility pole and redoing its connection to the compressor building. A staging area will
be used for work done on the compressor building and on the lake. These improvements
should supply dissolved oxygen to the hypolimnion, decrease available phosphorus, and
reduce harmful algal blooms.
PROVISIONS
TIMING - PLANS - INVASIVE SPECIES CONTROL
1. TIMING LIMITATION: The project may begin immediately and must completed project by March 24, 2025, provided
in-work must occur between July 16 and March 31.
2. APPROVED PLANS: You must accomplish the work per plans and specifications submitted with the application and
approved by the Washington Department of Fish and Wildlife entitled, "LAKE FENWICK HYPOLIMNETIC AERATOR
PROJECT", dated October 28, 2019, except as modified by this Hydraulic Project Approval (HPA). You must have a
copy of these plans and this HPA and a copy of the "Aquatic Plants and Fish" pamphlet HPA dated July 2015 available
on site during all phases of the project.
3. INVASIVE SPECIES CONTROL: Follow Level 1 Decontamination protocol for low risk locations. Thoroughly remove
visible dirt and organic debris from all equipment and gear (including drive mechanisms, wheels, tires, tracks, buckets
and undercarriage) before arriving and leaving the job site to prevent the transport and introduction of invasive species.
Properly dispose of any water and chemicals used to clean gear and equipment. For contaminated or high risk sites
please refer to the Level 2 Decontamination protocol. You can find this and additional information in the Washington
Department of Fish and Wildlife's "Invasive Species Management Protocols", available online at
http://wdfw.wa.gov/publications/search.php?Cat=Aquatic Invasive Species.
4. PRE-, DURING, AND POST-CONSTRUCTION NOTIFICATION: You, your agent, or contractor must contact the
Washington Department of Fish and Wildlife by e-mail to larry.fisher@dfw.wa.gov and to
HPAapplications@dfw.wa.gov; mail to Post Office Box 43234, Olympia, Washington 98504-3234; or fax to (360) 902-
2946 at least three business days before starting work, one day before removing the temporary bypass and again
within seven days after completing the work. The notification must include the permittee's name, project location,
starting date for work or date the work was completed, and the permit number. The Washington Department of Fish
and Wildlife may conduct inspections during and after construction; however, the Washington Department of Fish and
Wildlife will notify you or your agent before conducting the inspection.
Page 1 of 5
HYDRAULIC PROJECT APPROVAL
Washington Department of
Fish & Wildlife
PO Box 43234
Olympia, WA 98504-3234
(360) 902-2200
Permit Number: 2020-4-209+01
FPA/Public Notice Number: N/A
Application ID: 20598
Project End Date: March 24, 2025
Issued Date: March 25, 2020
APPLY TO ALL HYDRAULIC PROJECT APPROVALS
LOCATION #1:Site Name: Lake Fenwick Park
, Kent, WA 98032
WORK START:March 25, 2020 WORK END:March 24, 2025
WRIA Waterbody:Tributary to:
09 - Duwamish - Green Lake Fenwick
1/4 SEC:Section:Township:Range:Latitude:Longitude:County:
NE 1/4 27 22 N 04 E 47.368511 -122.273069 King
Location #1 Driving Directions
The project site can be accessed from the eastern side of Lake Fenwick Road S, via Lake Fenwick Park's middle parking
lot.
4. PRE-, DURING, AND POST-CONSTRUCTION NOTIFICATION: You, your agent, or contractor must contact the
Washington Department of Fish and Wildlife by e-mail to larry.fisher@dfw.wa.gov and to
HPAapplications@dfw.wa.gov; mail to Post Office Box 43234, Olympia, Washington 98504-3234; or fax to (360) 902-
2946 at least three business days before starting work, one day before removing the temporary bypass and again
within seven days after completing the work. The notification must include the permittee's name, project location,
starting date for work or date the work was completed, and the permit number. The Washington Department of Fish
and Wildlife may conduct inspections during and after construction; however, the Washington Department of Fish and
Wildlife will notify you or your agent before conducting the inspection.
5. FISH KILL/ WATER QUALITY PROBLEM NOTIFICATION: If a fish kill occurs or fish are observed in distress at the
job site, immediately stop all activities causing harm. Immediately notify the Washington Department of Fish and
Wildlife of the problem by calling 425-449-6790. If the likely cause of the fish kill or fish distress is related to water
quality, also notify the Washington Military Department Emergency Management Division at 1-800-258-5990. Activities
related to the fish kill or fish distress must not resume until the Washington Department of Fish and Wildlife gives
approval. The Washington Department of Fish and Wildlife may require additional measures to mitigate impacts.
STAGING, JOB SITE ACCESS, AND EQUIPMENT
6. Retain all natural habitat features on the bed or banks including large woody material and boulders. You may move
these natural habitat features during construction but you must place them near the preproject location before leaving
the job site.
7. Check equipment daily for leaks and complete any required repairs in an upland location before using the equipment
in or near the water.
8. Use environmentally acceptable lubricants composed of biodegradable base oils such as vegetable oils, synthetic
esters, and polyalkylene glycols in equipment operated in or near the water.
CONSTRUCTION-RELATED SEDIMENT, EROSION AND POLLUTION CONTAINMENT
9. Prevent project contaminants, such as petroleum products, hydraulic fluid, fresh concrete, sediments, sediment-
laden water, chemicals, or any other toxic or harmful materials, from entering or leaching into waters of the state.
10. Deposit waste material from the project, such as construction debris, silt, excess dirt, or aquatic plant parts, in an
upland area above the limits of anticipated floodwater.
DEMOBILIZATION AND CLEANUP
11. Do not relocate removed or replaced structures within waters of the state. Remove and dispose of these structures
in an upland area above the limits of anticipated floodwater.
12. Remove temporary erosion and sediment control methods after job site is stabilized or within three months of
project completion, whichever is sooner.
Page 2 of 5
HYDRAULIC PROJECT APPROVAL
Washington Department of
Fish & Wildlife
PO Box 43234
Olympia, WA 98504-3234
(360) 902-2200
Permit Number: 2020-4-209+01
FPA/Public Notice Number: N/A
Application ID: 20598
Project End Date: March 24, 2025
Issued Date: March 25, 2020
This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code,
specifically Chapter 77.55 RCW. Additional authorization from other public agencies may be necessary for this project.
The person(s) to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any
additional authorization from other public agencies (local, state and/or federal) that may be necessary for this project.
This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person
(s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work.
This Hydraulic Project Approval does not authorize trespass.
The person(s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable
for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic
Project Approval.
Failure to comply with the provisions of this Hydraulic Project Approval could result in civil action against you, including,
but not limited to, a stop work order or notice to comply, and/or a gross misdemeanor criminal charge, possibly
punishable by fine and/or imprisonment.
All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or
revocation if the Department of Fish and Wildlife determines that changed conditions require such action. The person(s)
to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals
are listed below.
MINOR MODIFICATIONS TO THIS HPA: You may request approval of minor modifications to the required work timing
or to the plans and specifications approved in this HPA unless this is a General HPA. If this is a General HPA you must
use the Major Modification process described below. Any approved minor modification will require issuance of a letter
documenting the approval. A minor modification to the required work timing means any change to the work start or end
dates of the current work season to enable project or work phase completion. Minor modifications will be approved only
if spawning or incubating fish are not present within the vicinity of the project. You may request subsequent minor
modifications to the required work timing. A minor modification of the plans and specifications means any changes in the
materials, characteristics or construction of your project that does not alter the project's impact to fish life or habitat and
does not require a change in the provisions of the HPA to mitigate the impacts of the modification. If you originally
applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a minor
modification through APPS. A link to APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use APPS you must
submit a written request that clearly indicates you are seeking a minor modification to an existing HPA. Written requests
must include the name of the applicant, the name of the authorized agent if one is acting for the applicant, the APP ID
number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for the
requested change, the date of the request, and the requestor's signature. Send by mail to: Washington Department of
Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234, or by email to HPAapplications@dfw.wa.gov. You
should allow up to 45 days for the department to process your request.
Page 3 of 5
HYDRAULIC PROJECT APPROVAL
Washington Department of
Fish & Wildlife
PO Box 43234
Olympia, WA 98504-3234
(360) 902-2200
Permit Number: 2020-4-209+01
FPA/Public Notice Number: N/A
Application ID: 20598
Project End Date: March 24, 2025
Issued Date: March 25, 2020
MAJOR MODIFICATIONS TO THIS HPA: You may request approval of major modifications to any aspect of your HPA.
Any approved change other than a minor modification to your HPA will require issuance of a new HPA. If you originally
applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a major
modification through APPS. A link to APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use APPS you must
submit a written request that clearly indicates you are requesting a major modification to an existing HPA. Written
requests must include the name of the applicant, the name of the authorized agent if one is acting for the applicant, the
APP ID number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for
the requested change, the date of the request, and the requestor's signature. Send your written request by mail to:
Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234. You may email your
request for a major modification to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to
process your request.
APPEALS INFORMATION
If you wish to appeal the issuance, denial, conditioning, or modification of a Hydraulic Project Approval (HPA),
Washington Department of Fish and Wildlife (WDFW) recommends that you first contact the department employee who
issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for
further appeal action. If you proceed with an appeal, you may request an informal or formal appeal. WDFW encourages
you to take advantage of the informal appeal process before initiating a formal appeal. The informal appeal process
includes a review by department management of the HPA or denial and often resolves issues faster and with less legal
complexity than the formal appeal process. If the informal appeal process does not resolve your concerns, you may
advance your appeal to the formal process. You may contact the HPA Appeals Coordinator at (360) 902-2534 for more
information.
A. INFORMAL APPEALS: WAC 220-660-460 is the rule describing how to request an informal appeal of WDFW actions
taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures. The following
information summarizes that rule.
A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request an informal
appeal of that action. You must send your request to WDFW by mail to the HPA Appeals Coordinator, Department of
Fish and Wildlife, Habitat Program, PO Box 43234, Olympia, Washington 98504-3234; e-mail to
HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand-delivery to the Natural Resources Building, 1111
Washington St SE, Habitat Program, Fifth floor. WDFW must receive your request within 30 days from the date you
receive notice of the decision. If you agree, and you applied for the HPA, resolution of the appeal may be facilitated
through an informal conference with the WDFW employee responsible for the decision and a supervisor. If a resolution
is not reached through the informal conference, or you are not the person who applied for the HPA, the HPA Appeals
Coordinator or designee may conduct an informal hearing or review and recommend a decision to the Director or
designee. If you are not satisfied with the results of the informal appeal, you may file a request for a formal appeal.
B. FORMAL APPEALS: WAC 220-660-470 is the rule describing how to request a formal appeal of WDFW actions
taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures. The following
information summarizes that rule.
Page 4 of 5
HYDRAULIC PROJECT APPROVAL
Washington Department of
Fish & Wildlife
PO Box 43234
Olympia, WA 98504-3234
(360) 902-2200
Permit Number: 2020-4-209+01
FPA/Public Notice Number: N/A
Application ID: 20598
Project End Date: March 24, 2025
Issued Date: March 25, 2020
A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request a formal appeal
of that action. You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and
serve a copy on WDFW within 30 days from the date you receive notice of the decision. You may serve WDFW by mail
to the HPA Appeals Coordinator, Department of Fish and Wildlife, Habitat Program, PO Box 43234, Olympia,
Washington 98504-3234; e-mail to HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand-delivery to the Natural
Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. The time period for requesting a formal
appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, you may
request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in
response to the informal appeal.
C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there is no timely request for an appeal, the
WDFW action shall be final and unappealable.
Habitat Biologist Larry.Fisher@dfw.wa.gov for Director
WDFWLarry Fisher 425-449-6790
Page 5 of 5
HYDRAULIC PROJECT APPROVAL
Washington Department of
Fish & Wildlife
PO Box 43234
Olympia, WA 98504-3234
(360) 902-2200
Permit Number: 2020-4-209+01
FPA/Public Notice Number: N/A
Application ID: 20598
Project End Date: March 24, 2025
Issued Date: March 25, 2020
KENT
ECONOMIC AND COMMUNITY DEVELOPMENT
Kurt Hanson
Director
220 Fourth Ave S
Kent, WA 98032
Fax: 253-856-6454
W^sHtNGTôN
RE
PHONE: 253-856-5454
February 28,2020
Envi ron menta I Checklist
State Environmental Policy Act (SEPA)
ENV-202 0-0t/ RPSW-22 0OL7 3
Lake Fenwick Aerator
Dear Meara Heubach,
Enclosed, please find:
A copy of the signed Environmental Checklist for your project
The Determination of Nonsignificance (DNS) without conditions
The Decision Document
There is a 21-day appeal period for appeals to the DNS. All appeals are reviewed
by the Kent Hearing Examiner.
If you have any questions concern¡ng the SEPA review or the next step in the
development plan review process, please call Kent Planning Services at 253-856-
5454.
Sincerely,
Erin George, AICP
Responsible Official
1
1
2
-
City of Kent Economic & Commun¡ty Development
KENT , CITY OF KENT
DETERMINATION OF NONSIGNIFICANCE
WasHrNclóN
Environmental Checklist No. ENV-2020-01 Project: Lake Fenwick Park Aerator
RPSW-2200L73
Description: The Kent Public Works Department proposes improvements to Lake Fenwick's
existing in-water aerator, The aerator is comprised of a 300 square foot building with air
compressor, a 2-inch pipe to the lake, and an in-water separator box with inlet and outlet pipes.
The aerator delivers oxygen to the deepest section of the lake to enhance water quality.
Proposed in-water improvements include replacing the existing aerator raft and some o.f its
pipes. Proposed on-land improvements include replacing the equipment in the existing
compressor building, raising the building roof two feet, and installing a maintenance hatch with a
future building permit. Potential electrical upgrades include replacing a nearby existing PSE
utility pole and redoing its connection to the compressor building. All in-water construction is
proposed outside the seasonal fish window.
Location: 25828 Lake Fenwick Road South. King County Parcel Numbers 2722049188, and
2722049057. The project site is zoned SR-6, single family residential.
Applicant: Meara Heubach, City of Kent, Public Works Department
Lead Agency City of Kent
The lead agency for this proposal has determined that it does not have a probable significant adverse
impact on the environment. An environmental impact statement (EIS) is not required under RCW
43.2IC.030(2)(c). This decision was made after review of a completed environmental checklist and
other information on file with the lead agency. This information is available to the public on request.
There is no comment period for this DNS,
X This DNS is issued under L97-LL-340(2). The lead agency will not act on this proposal for 14
days from the date of this decision; this constitutes a 14-day comment period. Comments
must be submitted by March L3, 2O2O. This DNS is subject to appeal pursuant to Kent City
Code section 1 1.03,520.
Responsible Official Erin Georoe. AICP
Position/Title Current Planninq Manaqer/S PA Official
Address ))n ç, Fnrrrth Arrenr rô Llanf \Â/À ORn??Telephon
>Dated Februarv B- 2019 Signature
APPEAL PROCESS:
AN APPEAL OF A DETERMTNATION OF NONSIGNIFICANCE (DNS) MUST BE MADE TO THE ENT
HEARING EXAMINER WITHIN TWENW-ONE (21) DAYS FOLLOWING THIS DECISION PER WAC
re7 -L1-680 (3)(A)(vrr).
CONDITIONS/MITIGATION MEASURES: NONE
KENT
Plannlng Services
Location: ,f00 W Gowe . Mail to: 220 4th Avenue Souù¡ . Kent, WA 98032.5895
Permir cenrer (253) 85S5302 FAX: (253)856-6412
KentWA. gov/perm ltcente r
ånrl -T-oLo - \
Environmental Checklist
Application Form
W^3HtxoTol
ECONOMIC & COMMUNITY
DEVELOPMENT
.
( P.t/Public Notice Board and
Application Fee...See Fee Schedule
JAN 1 4 2rl20
Please prínt ín hlack ínk only.
To be completed by Staff:
Application #
Received by:
EIVI/-A.OAD I KrvA#
'lHleoa o
ÊP<Jør - Ç.áca} l7'V
l{Ltn Date:Processing Fee:
A S_laff review determined that project:
l_l Ueets the categorically exempt criteria.
Ú4^tno probable significant adverse environmental impact(s) and application should be processed without
further consideration of environmental effects.
Has probable, significant impact(s) that can be mitigated through conditions.
EIS not necessary.
Has probable, significant adverse environmental impact(s). An Environmental lmpact Statement will be
prepared.
An Environmental Statement for this project has already been prepared
3 2 o2D,
Signatu Responsible Date
B. Comments:
C. Type of Permit or Action Requested:
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D Zoning District:
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psd4008_8_1 7 p. 1 of 22
To be completed by Applicant:
SEPA CONTACTS AND PROFESSIONALS
Please îill out applicable boxes for all ditferent protessionals:
Appllcant
Name: City of Kent Public Works Department
Company Name:
Contact Person: Meara Heubach
Address: 220 4th Ave S
ciry: Kent State:WA zip:98032
Phone(s):253-856-5549 Fax253-856-6500
Fmail: fiìheubach@kentwa. gov
Property Owner #1 ¡n nore than 1 propotty owner,
use addltlondl shæts)
Owner Name: CitV of Kent
Company Name:
Conlact Person
Address:220 4th Ave S
City: f(g¡{Shtc.WA zip:98032
Phone(s): 253-856-5200 Fax253-856-6500
Email:
Profect Gontact þerson raceiviry atl proJect communicattons
if diffêrant from aøicant)
Name:
Company Name:
Archltect
Company Name:
Engineer Name:
tD#:Exp. Date:
Address:
City:State:zip:
Phone(s):Fax:
Fmail:
Englneor
Company Name:
Engineer Name:
tD#;Exp. Date:
Address:
City:State:zip:
Phone(s):Fax:
Email:
Contact Person
Address:
State:City:zip:
Fax:Phone(s)
Email:
Con¡ult¡nt
Company Name: Tetra Tech
Engineer Name: Adam Baines
Contact Person: Adam Baines
Address:1420 sth Ave, Suite 650
city: Seattle State:WA zip:98101
Phone{s):206-838-6258 Fax:206-728-9670
Email: adam. baines@tetratech. com
Contractor
Company Name:
Engineer Name:
Exp. Date:lD#:
Address:
zip:Slate:City:
Fax:Phone(s)
Email:
wHl-1 psd4008_8_17 p.2 of 22
To be completed by Applicant:
A. Background lnformation:
1 . Name of Project: Lake Fenwick Aerator Retrofit
2. Name of Applicant: citv of Kent Public works Department
Mailing Address: 220 4th Ave s; Kent, wA 98032
3. COntaCt PerSOn: Meara Heubach
Telephone: 253-856-554e
(Note that all conespondence will be mailed to the applicant listed above unless a project contact is designated here
and on Page 2 of application.)
4. Applicant is (owner, âgêrìt, other): owner
5. Location. Give general location of proposed project (street address, nearest intersection of streets and section,
township and range).
See Attachment 1, Background lnformation-Extended Answers
6. Legal description and tax identification number
a.Legal description (lf lengthy, attach as separate sheet.):
See Attachment 1, Background lnformation--Extended Answers
b. TaX identifiCatiOn nUmber. Parcel numbers: 2722049188,2722049044,2722049098
Existing conditions: Give a general description of the property and existing improvements, size, topography,
vegetation, soil, drainage, natural features, etc, (lf necessary, attach a separate sheet.).
See Attachment 1, Background lnformation--Extended Answers
8. Site Area: 3.93 acres Site DimenSiO¡5. 685 feet x 250 feet
Project description: Give a brief, complete description of the intended use of the property or project
including all proposed uses, days and hours of operation and the size of the project and site. (Attach site plans as
described in the instructions):
See Attachment 1, Background lnformation--Extended Answers
7
9.
WH1.,1
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1"*äm,22
10. Schedule: Describe the timing or schedule (include phasing and construction dates, if possible).
Construction is anticipated to begin in late summer 2020, with mobilization and site preparation. All work below the
ordinary high water mark would occur during the approved summer in-water work window. Work would be completed by
the end of2021.
11, Future Plans: Do you have any plans for future additions, expansion or further activity related to or connected
with this proposal? lf yes, explain.
The City may consider applying alum treatments to the lake to further reduce
phosphorus concentrations.
12. Permits/Approvals: List all permits or approvals for this project from local. state, federal, or other agencies for
which you have applied or will apply as required for your proposal.
Agency
City of Kent
Permlt Typè Date Submlttèd* Number Status*
12t30t19 pending
City of Kent Commercia ng
a
WDFW HPA
*Leave blank if not submitted
**Approved, denied or pending
13. Environmental lnformation: List any environmental information you know about that has been prepared, or
will be prepared, directly related to this proposal,
A consulting firm conducts monthly sampling and annual aquatic plant surveys at Lake
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indicate that there is an overproduction of cyanobacteria and excess phosphorus.
14. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the
pruperty cuvered by your ploposal? lf yes, explain.
There are no applications or pending approvals directly affecting this project.
wH1.1 psd4008-8-17 p.4of22
B. Environmental Elements
1. Earth
a. General description of the site (circle one):
Flat, rollingdDsteep slopes, mountainous, other:
b. What is the steepest slope on the site (approximate percent slope)?
3:1
c. What general types of soils are found on the site (for example, clay, sand,
gravel, peat, muck)? lf you know the classification of
agricultural soils, specify them and note any agricultural land of long term
significance and whether the proposal results in removing any of these soils.
Soils within the Lake Fenwick watershed are almost exclusively glacial till of
the Alderwood Soil Series. This soil is characterized as a moderately well
drained, gravelly sandy loam. There is no agricultural land of long-term
significance.
d. Are there surface indications or history of unstable soils in the
immediate vicinity? lf so, describe.
Kent Parks staff has indicated that the bulkhead near the
project site has had settling issues.
e. Describe the purpose, type, total affected area, and approximate quantities of
any filling, excavation or grading proposed. lndicate source of fill.
No filling, excavation, or grading is proposed for thís
project.
f. Could erosion occur as a result of clearing, construction, or use? lf so, generally
describe.
Construction activities may temporarily remove vegetation
(grass) or reduce soil stability, which could result in
minimal erosion.
g. About what percent of the site will be covered with impervious surfaces after
project construction (for example, asphalt or buildings)?
This project will not result in the construction of new
impervious surfaces.
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if
any.
A Temporary Erosion and Sediment Control (TESC) plan will be prepared. The TESC plan may
include best management practices such as use of mulch, containment systems, interim
stormwater controls, and cover measures (straw or plastic), as well as reseed¡ng areas
temporarily disturbed by construction. Existing vegetation would be preserved to the extent
pract¡cable.
WH1.1 psd4008_8_1 7 p. 5 of 22
Evaluation for
Agency Use Only
2. Air
a. What types of emissions to the air would result from the proposal (i.e., dust,
automobile, odors, industrial wood smoke) during construction, operations, and
maintenance when the project is completed? lf any, generally describe and
give approximate quantities if known.
During construction, emlssions from construction vehicles and equipment may temporarlly affect
local air quality. The emission quantities have not been estimated; however, they are not expected
to exceed local emissions standards. Construction activities may also cause fugit¡ve dust
emissions. Potential for these emissions would be higher during dry, warm weather cond¡tions
when wind and construction equ¡pment create more dust.
b. Are there any off-site sources of emissions or odor that may affect your
proposal? lf so, generally describe.
During construction and maintenance, emissions would be limited to
emissions from trucks and equipment. No off-site sources of emissions or
odors are anticipated to result from the construction, operation, or
maintenance of this project.
Proposed measures to reduce or control emissions or other impacts to air, if any.
Air quality impacts would be temporary and limited to construction and
maintenance activities. Construction and maintenance crews would be required to
implement measures to minimize ¡mpaets to air quality, including cleaning vehicles
and equipment prior to leaving the construction area, installing and maintaining
construction area entrances and exits, and performing vehicle maintenance.
3. Water
a. Surface Water:
i. ls there any surface water body on or in ihe immediate vicinity of the site
(including year-round and seasonalstreams, salt water, lakes, ponds,
wetlands)? lf yes, describe type and provide names. lf appropriate, state
what stream or river it flows into.
-|-l¡a nraiaa+ ¡¡r;li ira iaaala¡i h^v+ +^ an¡i r¡riiirin i aizaI llç PI\,Jçt/l YYlll lJç I\.,t/C¡Iç\¡ tlç^1 ]v qllu Yvllrltll Lqns
Fenwick, a22-acre lake fed by ground and stormwater
runoff that has no permanent inflowing streams.
ii. Will the project require any work over, in or adjacent to (within 200 feet) the
described waters? lf yes, please describe and attach available plans.
the project wrll involve wÖrk ln Läke Fenwlck to retroflt the current hypollmnetlc äerator.
The current in-water aerator raft will be replaced, along with the inlet and discharge pipes.
Additional inlet and discharge pipes will be added, as well as lO0{oot lateral distribution
p¡pes connected to the lake bottom via buoyancy anchors resting atop the lake bottom.
Contractors will move materials out to the raft by boat.
iii. Estimate the amount of fill and dredge material that would be placed in or
removed from surface water or wetlands and
indicate the area of the site that would be affected. lndicate the source of fill
material.
This project will not utilize fill or dredge materials.
c
WH1-1 psd4008_8_17 p.6of22
Evaluation for
Agency Use Only
iv. Will the proposal require surface water withdrawals or
diversions? Give general description, purpose, and approximate quantities,
if known.
No
v. Does the proposal lie within a 1O0-year floodplain? lf so, note location on
the site plan.
No
vi. Does the proposal involve any discharges of waste materials to surface
waters? lf so, describe the type of waste and
anticipated volume of discharge.
No
b. Ground Water:
i. Will ground water be withdrawn from a well for drinking or other purposes? lf
so, give a general description of the well, proposed uses and approximate
quantities withdrawn from the well. Will water be discharged to ground
water? Give general description, purpose, and approximate quantities, if
known.
For this project, no groundwater will be withdrawn, and
no water will be discharged to groundwater.
ii. Describe waste material that will be discharged into the ground from septic
tanks or other sources, if any (for example:
domestic sewage; industrial, containing the following
chemicals...; agricultural; etc.). Describe the general size of the system, the
number of such systems, the number of houses to be served (if applicable),
or the number of animals or humans the system(s) are expected to serve.
Not applicable
c. Water Runoff (including storm water):
i. Describe the source of runoff (including storm water) and method of
collection and disposal, if any (include quantities, if known). Where will this
water flow? Will this water flow into other waters? lf so, describe.
Stormwater will be the only known source of runofi during construction. \Men complete,
this p@ect w¡ll not generate any runoff or create new impervious surfaces. Soils in the
construction staging area may be temporarily exposed to minimal erosion, but
erosion/sediment control measures will be implemented to avoid or minimize impacts.
WH1-1 psd4008_8_17 p.7of22
Evaluation for
Agency Use Only
ii. Could waste materials enter ground or surface waters? lf so, generally
describe.
No
iii. Does the proposal alter or otherwise effect drainage patterns in the vicinity of
the site? lf so, describe.
No
d. Proposed measures to reduce or control surface, ground, and runoff water, and
rlrainage pattern impacts, if any:
Dur¡ng construct¡on, BMPS as required in the Ecology 401 water quality certif¡cation w¡ll be
implemented to control runoff and meet state water qual¡ty criteria. Requirements set forth
in the NPDES permit, including implementation of a Temporary Eros¡on and Sediment
Control Plan, will minimize water quali9 impacts from construction-related stormwater
runoff.
4. Plants
a. Check or circle types of vegetation found on the site:
ø * s * * * * * * t
l,1îirffi.¿:i..,@@,,p.n,(oiñ"ì)
ø *âû*t*t****Eversreen tre.@@ pine,6tD
ø **sr****r*******r*r @ø r***s0â0***sÊrs**ô*û@)
*t****Ê****S**S**t* Pasture
âûâttttltttttûtttûtcrop or srain
**S*Ê*** Orchards, vineyards or other permanent crops
ø ** wetsoir prrntr'@@burrush,other
ø **Sâ***t water ptants: water tity, eersrassGjäıììì6iñeì
ø Û************* other types of vesetation
\Mllows, ferns
b. What kind and amount of vegetation will be removed or altered?
No vegetation will be removed or altered.
WH1.1
c. List threatened or endangered species known to be on or near the site.
psd4008_8_17 p.8of22
Evaluation for
Agency Use Only
, ".)
No threatened or endangered plant species are known or
anticipated to be in the vicinity of the project site.
d. Proposed landscaping, use of native plants, or other measures to
preserve or enhance vegetation on the site, if any:
Grass in the staging area may be disturbed during
construction. lf disturbed, this area would be replanted
with grass post-construction,
e. List all noxious weeds and invasive species known to be on or near the site.
See Attachment 5, Noxious Weeds and lnvasive Species
on or near Site.
5. Animals
a. List any birds and other animals which have been observed on or near the site
or are known to be on or near the site:
Birds ¡' waterfowl
Mammals: deer, bear, elk@othe.raccoon, muskrat, small rodents
Fish:@ salmon@herring, shellfish, other: srass carp, brack crappie,
brown bullhead, pumpkinseed, yellow perch
b. List any threatened or endangered species known to be on or near the site.
No threatened or endangered animal species are known
or anticipated to be in the vicinity of the project site.
c. ls the site partof a migration route? lf so, explain.
Lake Fenwick is located along the Pacific Flyway, a major
north-south migratory route for birds.
d. Proposed measures to preserve or enhance wildlife, if any:
The proposed aerator retrofit should decrease harmful
algal blooms, which can clog fish gills and create toxins
detrimental to fish and other animals.
e. List any invasive animal species known to be on or near the site.
Bullfrog
6. Energy and Natural Resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to
meet the completed project's energy needs? Describe whether it will be used
for heating, manufacturing, etc.
WH1-1 psd4008_8_17 p.9of22
Evaluation for
Agency Use Only
Puget Sound Energy's network will provide the electrical
energy that powers the aerator.
b. Would your project affect the potential use of solar energy by adjacent
properties? lf so, generally describe.
No
¡ \/tlhat lzin¿{a nl Âhôr^r, ¡nncanralinn {oafi rrac ora in¡lr r¡la¡{ in lha nl¡nc n{ thicw. rrrrqr f\ilrve vr wrrwrvt rr rrrw Prqrrv vr rrrg
proposal? List other proposed measures to reduce or control energy impacts, if
any:
The compressor building will use LED lighting.
7. Environmental Health
a. Aro there any environmental health hazards, ineluding exposure to toxie
chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur
as a result of this proposal? lf so, describe.
During construction, vehicles and equipment will use gasoline and
hydraulic fluids, but a spill prevention and countermeasures plan
will be in place to address potential spills from the vehicles and/or
equipment.
i. Describe any known or possible contamination at the site from present or
past uses.
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ii. Describe existing hazardous chemical conditions that might affect project
development and design. This includes underground liquid and gas
transmission pipelines located within the project area and in the vicinity.
Construction and maintenance activities will not disturb
any underground or above-ground facilities, as there
are no liquid or gas pipelines in the project area.
i¡i. Describe any toxic or hazardous chemicals that might be stored, used, or
produced during the project's development or construction, or at any time
during the operating life of the project.
During construction, there will be typical exposure to gasoline, oil, hydraulic fluids, and
related materials associated with construction equipment. Equipment will be refueled in
a designated area, and appropriate containment measures will be implemented. A spill
prevention and countermeasures plan will also be prepared and implemented.
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iv. Describe special emergency services that might be required.
No special emergency services will be required during
construction or operation.
v. Proposed measures to reduce or control environmental health hazards, if
âny: EQuipment will be refueled in a designated area, with absorbent pads in place and spill
conta¡nment equipment present to reduce the potential for contaminants to reach the
water if an accidental spill or leakage occurs. Each day during construction, all heavy
equipment will be inspected prior to operating. All machinery operating below ordinary
high water mark will use biologically degradable hydraulic fluid. A spill prevention and
countermeasures plan will also be prepared and implemented.
b. Noise
i. What types of noise exist in the area which may affect your project (for
example: traffic, equipment operation, other)?
Traffic on Lake Fenwick Road is the main noise source. \Men operating
seasonally, the aerator's compression equipment produces a low level of
noise. During construction, there will be minimal noise from equipment
and vehicles between 7 a.m. and 6 p.m.
ii. What types and levels of noise would be created by or associated with the
project on a short{erm or a long{erm basis (for example: traffic, construc-
tion, operation, other)? lndicate what hours noise would come from the site
Construction vehicles and equipment will cause temporary noise. Poslconstruct¡on,
operating the aerator will not cause any long{erm no¡se impacts because the
compressor building already emits lowievel noise. Routine maintenance equ¡pment
and vehicles will also produce temporary low-level noise.
iii. Proposed measures to reduce or control noise impacts, if any:
Short-term increases in noise will be limited to the construction period. To
minimize noise impacts, construction will happen on weekdays from 7 a.m
to 6 p.m. Gonstruction noise levels will not exceed City of Kent maximum
permissible environmental noise levels (Kent City Code 8.05.090).
8. Land and Shoreline Use
a. What is the current use of the site and adjacent properties? Will the proposal
affect cunent land uses on nearby or adjacent properties? lf so, describe.
The site is in Lake Fenwick Park, which is used for boating, fishing, walking,
and wildlife viewing. Adjacent properties are residential. These properties
may experience minor inconveniences, such as noise or reduced traffic
lanes, but the completed project will not modify land use.
b. Has the project site been used or working farmlands or working forest lands? lf
so, describe.
No. There are no work¡ng farm or forest lands in the
project area.
How much agricultural or forest land of longterm commercial significance will be
converted to other uses as a result of the proposal, if any? lf resource lands
have not yet been designated, how many acres in farmland or forest land tax
status will be converted to nonfarm or nonforest use?
wH1-1 psd4008,8_17 p.11 of22
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Not applicable
Will the proposal affect or be affected by surrounding working farm or forest land
normal business operations, such as oversize equipment access, the application
of pesticides, tilling and harvesting? lf so, how:
No
C. DeSCribe any StruCtufeS On the Site. There is a park¡ng lot with 9 spaces and a small
building (=300 square feet) that houses the air compression equipment. An
underground copper pipe delivers compressed air from the compressor
building to the aerator in the lake. There is an in-lake raft (=J35 square feet)
that connects to and supports the aerator's inlet and outlet pipes.
d. Will any structures be demolished? lf so, what?
No structures w¡ll be demolished. The roof of the
compressor building will be removed and replaced
e. What rs the current zoning classification of the site?
SR-6: Single Family 6 Units/Acre
f. What is the cunent comprehensive plan designation of the site?
OS: Parks anci Open Space
g. lf applicable, what is the current shoreline master program designation of the
site?
Urban Conservancy - Open Space
h. Has any part of the site been classified as a critical area by the city or county? lf
so, specify.
The City of Kent considers geologic hazard areas to be
criticalareas, and there is an erosion hazard.
Approximately how many people would reside or work in the completed project?
The project will not result in any on-site homes or work
opportunities. Post-construction, small maintenance crews
will visit the site infrequently.
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j. Approximately how many people would the completed project displace?
The completed project will not displace any people.
k. Proposed measures to avoid or reduce displacement impacts, if any:
The completed project will not displace any people
Proposed measures to ensure the proposal is compatible with existing and
projected land uses and plans, if any.
No measures are necessary because the projectwill not change the use of
existing or projected lands. The retrofitted aerator will improve water quality,
thereby enhancing already present recreational opportunities in Lake
Fenwick.
m. Proposed measures to ensure the proposal is compatible with nearby
agricultural and forest lands of long term commercial significance, if any:
Not applicable
9. Housing
a. Approximately how many units would be provided, if any? lndicate whether
high, middle, or low income housing.
This project will not provide any housing units.
b. Approximately how many units, if any, would be eliminated? lndicate whether
high, middle, or low income housing,
This project will not eliminate any housing units.
c. Proposed measures to reduce or control housing impacts, if any
Not applicable
10. Aesthetics
a. What is the tallest height of any proposed structure(s), not including antennas;
what is the principal exterior building material(s) proposed?
The existing compressor building, currently I feet I inches tall, will be extended
2 feet, to a final height of 10 feet 8 inches. The building's principal exterior
material is concrete. The replacement roof will also be mainly concrete.
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b. What views in the immediate vicinity would be altered or obstructed?
Construction equipment and vehicles will temporarily impact views of the lake.
After construction, the views of park visitors and residents living adjacent to
the site will not be altered or obstructed.
Proposed measures to reduce or control aesthetic impacts, if any.
No measures are proposed.
11. Light and Glare
a. What type of light or glare will the proposal produce? What time of day would it
mainly occur?
Construction will occur during daytime hours (7 a.m. to 6 p.m.), so impacts from
llghtlng are not antlcipated. Glare would only result frorn the ptesettce of
constructlon equlpment. The completed project will not produce any light or glare.
b. Could light or glare from the finished project be a safety hazard or interfere with
views?
No
c. What existing off-site sources of light or glare may affect your proposal?
No off-site sources of light or glare will affect the project
d. Proposed measures to reduce or control light and glare impacts, if any
Not applicable
12. Recreation
a. What designated and informal recreational opportunities are in the immediate
vicinity?
The project is located within Lake Fenwick Park, where
residents fish, use boats, walk on park [rai]s, view wildli[e,
and play disc golf.
b. Would the proposed project displace any existing recreational uses? lf so,
describe.
During construction, there will be temporary disruptions to some of the park's
recreational uses. Visitors will not be able to access the park from the middle
parking lot, and boating access will be limited during in-water construction.
Proposed measures to reduce or control impacts on recreation,
including recreation opportunities to be provided by the project or applicant, if
a ny.
c
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Access will remain open to the park during construction. Visitors
will be able to use the park's other two parking lots, and signs will
be posted advising visitors about closures to the boat launch.
13. Historic and Cultural Preservat¡on
a. Are there any buildings, structures, or sites, located on or near the site that are
over 45 years old listed in or eligible for listing in national, state, or local
preservation registers located on or near the site? lf so, specifically describe.
No
b. Are there any landmarks, features, or other evidence of lndian or historic use or
occupation? This may include human burials or old cemeteries. Are there any
material evidence, artifacts, or areas of cultural importance on or near the site?
Please list any professional studies conducted at the site to identify such
res0urces.
There are no known landmarks, features, or evidence of lndian or historic use of
occupation. No recent historic studies have been conducted on the site. The project
manager did not request a study of the site because this project is a retrofit of
existing infrastructure and there are no known historic or cultural resources on site.
c. Describe the methods used to assess the potential impacts to cultural and
historic resources on or near the project site. Examples include consultation
with tribes and the department of archeology and historic preservation,
archaeological surveys, historic maps, GIS data, etc.
The proiec{ manager submitled a consult letter to an archaeolog¡st for lhe Muckleshool lndian Tribe and
submitted ân EZI fom to Or. Wìitlam of the Washington State Department of Archaelogy and H¡storic
Preservation (DAHP). Using DAHP's VMSAARD database, lhe pro¡ecl manager reviewed maps of probabil¡ty
est¡mates for archaeologicâl resources. The proiect manager also consulted with Bryan Higgins, a coord¡nator
with Kent Parks, who managed and coordinated permitting lor â 2017 boardwalk replacement project in Lake
Fenw¡ck. Bryan reported that there were no known historic or cultural resources on the site.
d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and
disturbance to resources. Please include plans for the above and any permits
that may be required.
The project is not anticipated to affect cultural resources. lf any artifacts are
found during construction, the project will be stopped, the site will be
secured, and the Muckleshoot lndian Tribe and DAHP will be contacted for
guidance.
14. Transportation
a. ldentify public streets and highways serving the site or affected geographic area,
and describe proposed access to the existing street system. Show on site plans,
if any.
Construction equipment will access the site via Lake
Fenwick Road, which provides direct access to the site.
b. ls the site or affected geographic area currently served by public transit? lf so,
generally describe. lf not, what is the approximate distance to the nearest transit
stop?
wHl-1 psd4008_8_17 p.15ol22
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King County Metro bus lines 166 and 183 have stops
within 0.7 miles of the project.
c. How many additional parking spaces would the completed project or non-project
proposal have? How many would the project or proposal eliminate?
The project will not create or eliminate parking spaces. During construction,
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be temporarily limited, but full access will be restored after construction.
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pedestrian, bicycle, or state transportation facilities, not including driveways? lf so,
generally describe (indicate whether public or private).
No
e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail,
or air transportation? lf so, generally describe.
No
How many vehicular trips per day would be generated by the completed project
or proposal? lf known, indicate when peak volumes would occur and what
percentage of the volume would be trucks (Such as commercial and non-
passenger vehicles). What data or transportation models were used to make
these estimates?.
TL- ----t^¡^l --^:--¡,..;il -^¡ l-^-^^^^ .,^l^;^,.t^- +-:-^ ^-I ilC UUiltplEtEU PTUJYUT, Wilr ilUr ilrU¡Ec¡ùE Vrriltr,UrAr UIPù tJl
affect the existing road network.
g. Will the proposal interfere with , affect or be affected by the movement or
agricultural and forest products on roads or streets in the area? lf so, generally
describe?
No
h. Proposed measures to reduce or control transportation impacts, if any.
Road or lane closures are not anticipated during construction. lf any
closures are required for construction access, appropriate traffic control
will be implemented, consistent with City requirements.
15. Public Services
a. Would the project result in an increased need for public services (for example:
fire protection, police protection, public transit, health care, schools, other)? lf
so, generally describe.
No
WH1.1 psd4008_8_17 p.16oÍ22
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b. Proposed measures to reduce or control direct impacts on public
services, if any.
Not applicable
16. Utilities
a. Circle utilities currently available at tne site@naturalgas, water, refuse
service, telephone, sanitary sewer, septic system, other.
b. Describe the utilities that are proposed for the project, the utility providing the
service and the general construction activities on the site or in the immediate
vicinity, which might be needed.
Puget Sound Energy will upgrade the electrical system by installing a
3-phase 2771480V system. The system upgrade will potentially require
replacement of the utility pole and its cans and installation of a concrete
handhole.
C. Signature
I swear under penalty of perjury that all information provided on this document is true and
conect to the best of my knowledge.
Signature:1/^itt-*-
Pfinted [¿¡g' Meara Heubach
Position and Agency/O rganization
þ¿lg'. 1t13t2o2o
wH1-'l psd4008_8_17 p.17 ú22
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DO NOT USE THIS SHEET FOR PROJECT ACTIONS
D. Supplemental Sheet for
Nonproject Actions
Because these questions are very general, it may be helpful to read them in conjunction with
the list of the elements of the environment.
When answering these questions, be aware of the extent the proposal, or the types of
activities likely to result from the proposal, would affect the item at a greater intensity or at a
faster rate than if the proposal were not implemented. Respond briefly and in general terms.
i. How wouid the proposai be likeiy to increase discharge to water; emissions to
air; production, storage, or release of toxic or hazardous substances; or
production Of nOiSe? Because this project is a retrofit of exisling equipment and will not
cxparrd arry tru¡lúing füutpr¡nts ùl- r:reåtê àdd¡tionål pênìlàrìênt 3trusturê3, the project will not
increase discharge to water, air emissions, release of hazardous substances, or noise.
Proposed measures to avoid or reduce such increases are
Public Works maintenance staff and consultants water quality monitoring will
monitor the compressor building and in-lake equ¡pment and report back any illicit d¡scharge or
above-normal noise.
2. How would the proposal be likely to affect plants, animals, fish, or
mafing lifgî There should bc no impâcts to tcrrcstrial plants or animols. Fich ond b¡rdc that oat tho
lake fish should benef¡t from the proposal because fa¡rer and less intense harmful algal blooms
would benefit their health. Residents' dogs would also be safer with cleaner water
Proposed measures to protect or conserve plants, animals, fish, or marine life are:
Post-construction pro.iect maintenance will not the removal of or animals. Animals
will benefit from improved water quality.
3. How would the proposal be likely to deplete energy or natural resources?
-
The relrofitted aerator will have more electr€al energy needs than the current model.
Proposed measures to protect or conserve energy and natural
resources are . As is the current pract¡ce, the aerator will only be turned on seasonally, when
algal blooms are most likely.
4. How would the proposal be likely to use or affect environmentally
sensitive areas or areas designated (or eligible or under study) for
governmental protection; such as parks, wilderness, wild and scenic rivers,
WH1.1 psd4008_8_17 p.18oÍ22
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threatened or endangered species habitat, historic or cultural sites, wetlands,
floodplains, or prime farmlands?
The proposed project is in a park. The retrof¡tted aerator should improve water quality, which
would likely attract more park users, such as anglers and boaters.
Proposed measures to protect such resources or to avoid or reduce impacts
¿¡9. The project should enhance park use and encourage residents to use the resources dedicated
to their recreation, such as the boardwalk replaced in 2017
5. How would the proposal be likely to affect land and shoreline use,
including whether it would allow or encourage land or shoreline uses
incompatible with existing plans?Since the project should improve water quality, the proiec{
¡ead to more use, which would entail more use of the land and shoreline near the
aerator. Park visitors cu flsh from the shore between the compressor building and
aerator raft, so there mey be more foot traff¡c in lhis area. These uses are compatible with existing plans.
Proposed measures to avoid or reduce shoreline and land use impacts are: _
The aeralor raft will double in size, which may attract park visitors, some of whom already use the
raft ¡nappropriately as a swimming or suntanning dock. The new raft will have s¡gns installed on
or near ¡t advising lake users to stay off and away from the raft,
6. How would the proposal be likely to increase demands on transportation or
public SefViCgS and Utilitigs? The retrofitted aerator will have greater electrical energy
demands than the current aerator
Proposed measures to reduce or respond to such demand(s) are:
As is the current practice, the aerator will only be turned on seasonally, when
algal blooms are most likely.
7. ldentify, if possible, whether the proposal may conflict with local, state, or federal
laws or requirements for the protection of the environment. rhe proposal alisns with
environmental protect¡on laws. Lake Fenwick ¡s currently on the Department of Ecology's 303(d)
list for being impaired by pollutants. Retrof¡tting the aerator and thus improving water qual¡ty
would help bring Lake Fenwick into compliance with the law.
wH1-1 psd4008_8_17 p. 19 of 22
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ECONOMIC & COMMUNITY DEVELOPMENT
Kurt Hanson, Director
PLANNING SERVICES
Erin George, AICP, Current Planning Manager
Phone: 253-856-5454
Fax: 253-856-6454
Address: 220 Fourth Avenue S.
Kent, WA 98032-5895
ENVIRONMENTAL REVIEW REPORT
DNS Decision Document
LAKE FENWICK PARK AERATOR IMPROVEMENTS
ENV-2020-01 / #RPSW-2200173
Responsible Official: Erin George, AICP Staff Contact: Kaelene Nobis
I. PROPOSAL
The Kent Public Works Department proposes improvements to Lake Fenwick’s
existing in-water aerator. The aerator is comprised of a 300 square foot
building with air compressor, a 2-inch pipe to the lake, and an in-water
separator box with inlet and outlet pipes. The aerator delivers oxygen to the
deepest section of the lake to enhance water quality. Proposed in-water
improvements include replacing the existing aerator raft and some of its
pipes. Proposed on-land improvements include replacing the equipment in
the existing compressor building, raising the building roof two feet, and
installing a maintenance hatch with a future building permit. Potential
electrical upgrades include replacing a nearby existing PSE utility pole and
redoing its connection to the compressor building. All in-water construction is
proposed outside the seasonal fish window.
The project occurs both in water and on land within 200 feet of Lake Fenwick
and is subject to the requirements of the Kent Shoreline Master Program. A
Shoreline Substantial Development Permit was submitted to the City of Kent
on January 2, 2020 (SMA-2020-1, RPSP-2200016).
Lake Fenwick Park is located at 25828 Lake Fenwick Road South and is
identified by King County Parcel Numbers 2722049188, and 2722049057.
Lake Fenwick Park and Lake Fenwick are in southwestern Kent. The southern
part of Lake Fenwick is within unincorporated King County, but all project
work is proposed within Kent city limits. The parcels are zoned SR-6, Single
Family Residential.
II. BACKGROUND INFORMATION
Compliance with Kent's Comprehensive Plan (Ordinance 4163), the
Washington State Growth Management Act (GMA), The Local Project Review
Act (ESHB 1724 and ESB 6094), Kent's Construction Standards (Ordinance
3944) and Concurrency Management (Chapter 12.11, Kent City Code) will
require concurrent improvements or the execution of binding agreements by
the Applicant/Owner with Kent to mitigate identified environmental impacts.
These improvements and/or agreements may include improvements to
Decision Document
Lake Fenwick Aerator Decision
ENV-2020-1 / RPSW-2200173
Page 2 of 8
roadways, intersections and intersection traffic signals, stormwater
detention, treatment and conveyance, utilities, sanitary sewerage and
domestic water systems. Compliance with Kent's Construction Standards
may require the deeding/dedication of right-of-way for identified
improvements. Compliance with Title 11.03 and 11.06 of the Kent City Code
may require the conveyance of Sensitive Area Tracts to the City of Kent in
order to preserve trees, regulate the location and density of development
based upon known physical constraints such as steep and/or unstable slopes
or proximity to lakes, or to maintain or enhance water quality. Compliance
with the provisions of Chapter 6.12 of the Kent City Code may require
provisions for mass transit adjacent to the site.
In addition to the above, Kent follows revisions to the Washington State
Environmental Policy Act, Chapter 197-11 WAC (effective November 10,
1997), which implements ESHB 1724 and ESB 6094, and rules which took
effect on May 10, 2014 in response to 2ESSB 6406 passed by the State
Legislature in 2012.
III. ENVIRONMENTAL ELEMENTS
A. Earth
The proposed site is hilly with the steepest slope on site of 3:1. The
soils within the Lake Fenwick watershed are almost exclusively glacial
till of Alderwood soil series. The soil is characterized as a moderately
well drained gravelly, sandy loam. The Parks Department has indicated
that the bulkhead near the project site has had a history of settling
issues.
According to the city’s GIS data, the site is characterized by steep
slope and geologic hazard areas to the north and west of the lake,
outside the project area. The entire site, including within the project
area is noted as a Seismic Hazard Area.
No filling, excavation, or grading is proposed for the project.
Construction activities may temporarily remove grass or reduce soil
stability, which may result in erosion. A Temporary Erosion and
Sediment Control (TESC) plan will be prepared. Best Management
Practices will be followed to minimize erosion during construction.
Disturbed soils will be reseeded or landscaped after construction.
Existing vegetation will be preserved to the maximum extent feasible.
A silt fence shall be located at Ordinary High-Water mark to avoid
sedimentation and erosion from the compressor building
improvements into the Lake.
B. Air
Emissions typical of construction equipment may occur during
construction. Equipment will be kept in good working condition to
minimize air pollution. During periods of dry weather, watering down
exposed soils, washing truck wheels before exiting the site and
maintaining gravel construction entrances in accordance with the
approved Temporary Erosion/Sedimentation Control Plan will keep
Decision Document
Lake Fenwick Aerator Decision
ENV-2020-1 / RPSW-2200173
Page 3 of 8
dust particle emissions to a minimum. Following construction,
emissions will be generated from trucks and employee vehicles
entering and leaving the site, but any increase in such traffic is
expected to be marginal.
C. Water
1. Surface
The project is located within the water and on the shoreline of Lake
Fenwick. Lake Fenwick is a 22-acre lake fed by ground and storm
water run-off that has no permanent inflowing streams. Boats to
perform the in-water work of replacing the aerator raft and pipes will
launch from the existing boat launch. The work for the compressor
building and electrical work will happen on the shore and will be
located within 200 feet of the ordinary high-water mark (OHWM) of
Lake Fenwick. Accordingly, a Shoreline Substantial Development
Permit is required and is subject to the requirements of the Kent
Shoreline Master Program. The applicant applied for a Shoreline
Substantial Development Permit on January 2, 2020, which is currently
under review.
The proposal is to replace existing equipment and alter the height of
the existing building. No additional impervious surfaces are proposed.
The building is located about 100 feet from the shoreline. The results
of the project should not impact ground water or water runoff greater
than the existing facilities.
According to the Department of Ecology’s list of impaired waterbodies,
Lake Fenwick is identified as a 303d waterbody due to elevated
phosphorus levels. Lake Fenwick has historically contained toxin levels
above State Department of Health recommended guidance thresholds
and warning signs have been posted as recently as October 2019 due
to high levels of algal toxin microcystin. The replacement aerator will
introduce more oxygen into the lake, which is a method to combat the
pollution level. The lake is fed by stormwater runoff from nearby
properties, which is a contributing factor to the pollution and increased
algae bloom in the lake.
The site contains lake-fringe wetlands associated with Lake Fenwick.
Classification of the wetlands was exempted per Kent City Code (KCC)
Section 11.06.040(4), and KCC 11.06.040(5) regarding maintenance
and repair of existing public structures, trails, utilities, and associated
structures. The wetland is located along the fringe of Lake Fenwick and
shall be protected within accordance with Kent City code 11.06.
Historic Wetland File 07-28 contains information regarding the wetland
reviewed under a prior SEPA analysis for the bulkhead replacement,
ENV-2008-18, RPSA 2081456.
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ENV-2020-1 / RPSW-2200173
Page 4 of 8
2. Ground
According to King County iMap1, a Category 2 Critical Aquifer Recharge
Area exists south and west of the lake. None of the project proposal is
within this mapped area.
The applicant shall protect groundwater recharge quantity through
implementation and use of low impact design and development and
incorporating best management practices included in the City of Kent
Surface Water Design Manual to infiltrate storm water runoff to the
maximum extent practical.
3. Water Runoff
Stormwater is the only known source of runoff during construction.
When complete the project will not generate any new runoff or create
new impervious surfaces. Soils in the construction staging area may be
temporarily exposed to minimal erosion, but erosion/ sediment control
measures will be implemented to avoid or minimize impacts.
D. Plants
Vegetation in the project area consists of deciduous and evergreen
trees, grass, wet soil plants, water plants, willows and ferns. Minimal
vegetation, consisting of grass and groundcover near the compressor
site will be removed for construction. Disturbed areas will be replanted
and reseeded after completion.
Given the native and undisturbed habitat surrounding the lake, many
noxious weeds and invasive species are known to be on or near the
project site. Species of noxious weeds found onsite include: Bohemian
knotweed, Brazilian elodea, English holly, English ivy, English laurel,
Eurasian watermilfoil, Evergreen and Himalayan blackberry, Fragrant
waterlily, Herb Robert, Reed canarygrass and Floating heart.
E. Animals
Due to the proposed lake impacts a Hydraulic Project Approval (HPA)
may be required from the Washington State Department of Fish and
Wildlife (WDFW).
Various animals have been observed on or near the site, including
birds, mammals and fish. Birds that have been observed in the
project area including hawk, herons, songbirds, and eagles. Beaver,
racoon, and other small mammals such as rodents have also been
observed. The area, along with most of the Puget Sound region, is
located within the Pacific Flyway, a major north-south corridor for
migratory birds in America.
The lake is a popular fishing destination with a variety of fish species.
The lake is populated with largemouth bass, trout, grass carp, black
1 https://gismaps.kingcounty.gov/iMap/
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Lake Fenwick Aerator Decision
ENV-2020-1 / RPSW-2200173
Page 5 of 8
crappie, brown bullhead, yellow perch and pumpkinseed. Grass carp
are non-native species that were introduced into the lake to help
control and eradicate Brazilian Elodea, an aggressive non-native
aquatic weed that is exacerbating water quality issues.
By conducting the work outside the seasonal fish window and
complying with any conditions applied by WDFW, the project will
minimize temporary fish and wildlife impacts.
F. Environmental Health
The site and its vicinity were historically used for agriculture.
According to the What's in My Neighborhood2 interactive mapping tool
provided by the Washington State Department of Ecology, the site is
not known to contain toxic contaminants.
According to the Dirt Alert3 interactive mapping tool, the site is shown
to be in an area of potential arsenic contamination between 20 and 40
parts per million. The State Department of Ecology recommends soil
sampling for properties in areas with estimated arsenic levels above
the state cleanup level of 20 parts per million.
Short term increases in noise will be limited to the construction period.
To minimize noise impacts to the surrounding residential
neighborhood, construction will occur on the weekdays between 7:00
AM and 6:00PM, not to exceed the maximum allowed noise level per
Kent City Code 8.05.090. Mufflers will be required on all vehicles with
combustion engines.
G. Land and Shoreline Use
The subject site is located within the SR-6, Single Family Residential
zoning district. The north portion of Lake Fenwick and surrounding
residential properties within the city of Kent were annexed in 1960
under Ordinance Number 1078. The comprehensive plan designation
for the property is OS - Open space. The immediate area around the
park and lake is comprised of park lands, single family homes, and
densely vegetated single-family parcels.
An approved city of Kent zoning permit is on file for site improvements
in August of 1989. The plans include a site plan for the establishment
of the park, including the middle parking lot, landscaping, and trail
plans. The city obtained a Hydraulic Project Approval, and Army Corp
approval in 1989 to fill a portion of the wetland to construct the park.
Historically, the park was utilized as a recreation facility with cabins on
the western slopes. The state of Washington began to stock the lake
with trout each year. Increased degradation of the lake began in the
early 1970’s and began to reduce fish habitat. Due to this degradation
the Kent Parks Department proposed the original in-water aerator and
2 https://apps.ecology.wa.gov/neighborhood/
3 https://fortress.wa.gov/ecy/smeltersearch/
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compressor building in 1994. The city issued an MDNS under file ENV-
94-17, for the water quality enhancement proposal. Subsequently, the
existing compressor building, aerator, and associated equipment were
permitted in 1994 under city of Kent building permit number 3618.
Lake Fenwick is a shoreline regulated by the City of Kent Shoreline
Master Program (SMP). The environment designations in the SMP
around the park are Urban Conservancy, Open Space and Shoreline
Residential. This water oriented recreational use is a permitted use
under the in both environment designations. The proposed project
requires a Shoreline Substantial Development Permit, which was
submitted to the city and is currently under review. The project will be
required to comply with the Shoreline Substantial Development Permit
conditions and SMP to ensure no net loss of shoreline ecological
functions.
H. Aesthetics
The compressor equipment will be enclosed with buildings
approximately 10 foot 8 inches feet in height. The buildings will include
a Chamfer roofs, door openings, and neutral finish material. The
compressor building is located interior to the park and is not visible
from the right-of-way or adjacent properties due to mature vegetation
surrounding the building and location.
I. Light and Glare
As stated by the applicant in the environmental checklist, the project is
not anticipated to produce any light or glare. Any lighting provided for
the proposed compressor building will be internal to the project site,
not visible from adjoining properties and shielded by the existing
mature vegetation.
J. Recreation
The lake is a known recreational boating and fishing destination. In
addition to water activities, residents view wildlife, walk on the trails
and play disc golf. During construction, temporary impacts to the
availability of the boat launch and middle parking lot will occur. To
minimize impacts, visitors may continue to use the other two parking
lots and signs will be posted in advance for closures to the boat
launch.
K. Historic and Cultural Preservation
According to the Department of Archaeology and Historic
Preservation’s (DAHP) Washington Information System for
Architectural & Archaeological Records Data4, no historic or cultural
sites are located on site or in vicinity. Additionally, DAHP was notified
of this project and did not submit comments. Should archaeological
materials (e.g. bones, shell, stone tools, beads, ceramics, old bottles,
hearths, etc.) or human remains be observed during project activities,
4 https://wisaard.dahp.wa.gov/
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all work in the immediate vicinity should stop. The State Department
of Archaeology and Historic Preservation and the City should be
contacted immediately to help assess the situation and determine how
to preserve the resource(s). Compliance with all applicable laws
pertaining to archaeological resources (RCW 27.53, 27.44 and WAC
25-48) is required.
Comments were received from the Duwamish Tribe regarding the
possibility of encountering cultural artifacts. A condition regarding this
will be placed on the Shoreline Substantial Development permit,
stating that if cultural artifacts are found during this project, the City,
State and Tribes should be contacted immediately.
L. Transportation
The proposed renovations and improvements will not generate the
need for increased transportation services. All the work proposed is on
existing equipment and structures. Temporary impact to the
transportation system will be minor with construction equipment
accessing the park via Lake Fenwick Road. Nine (9) parking spaces will
be utilized by construction equipment during the active work on the
site. Visitors can use the other two parking lots during construction.
M. Public Services
The proposed project is not anticipated to impact public services such
as fire protection, police, or schools.
N. Utilities
This site is currently served by the public sanitary sewer system and
the public water system. No improvements are needed for water or
sewer. The project may result in additional electrical need. Puget
Sound Energy will upgrade the electrical system, which may require
replacement of the nearby utility pole.
IV. SUMMARY AND RECOMMENDATION
A. Per WAC 197-11-660 and RCW 43.21C.060, the City of Kent may
establish conditions to mitigate any identified impacts associated with
this proposal. The following supporting documents serve as possible
bases for any conditions and mitigating measures:
1. City of Kent Comprehensive Plan, as prepared and adopted pursuant
to the State Growth Management Act.
2. The State Shoreline Management Act and the Kent Shoreline Master
Program.
3. Kent City Code Section 7.07, Surface Water and Drainage Code.
4. City of Kent Transportation Plan, Green River Valley Transportation
action plan and current Six-Year Transportation Improvement Plan.
5. Kent City Code Section 7.09, Wastewater Facilities Plan.
6. City of Kent Comprehensive Water Plan and Conservation Element.
7. Kent City Code Section 6.02, Required Public Improvements.
8. Kent City Code Section 6.07, Street Use Permit Requirements.
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9. Kent City Code Section 14.09, Flood Hazard Protection.
10. Kent City Code Section 12.04, Subdivision Code.
11. Kent City Code Section 12.05, Mobile Home Parks and Section 12.06,
Recreation Vehicle Parks.
12. Kent City Code Section 8.05, Noise Control.
13. City of Kent International Building and Fire Codes.
14. Kent City Code Section 15, Kent Zoning Code.
15. Kent City Code Section 7.13, Water Shortage and Emergency
Regulations, and Water Conservation Ordinance 2227.
16. Kent City Code Section 6.03, Improvement Plan Approval and
Inspection Fees.
17. Kent City Code Section 7.05, Storm and Surface Water Drainage
Utility.
18. City of Kent Comprehensive Sewer Plan.
19. City of Kent Fire Master Plan.
20. Kent City Code Section 11.06, Critical Areas.
B. It is recommended that a Determination of Nonsignificance (DNS) be
issued for this project, with no conditions.
KENT PLANNING SERVICES
February 28, 2020
ECONOMIC & COMMUNITY DEVELOPMENT
Kurt Hanson, Director
PLANNING SERVICES
Erin George, AICP, Current Planning Manager
Phone: 253-856-5454
Fax: 253-856-6454
Address: 220 Fourth Avenue S
Kent, WA 98032
SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT
Staff Report
April 24, 2020
City of Kent
LAKE FENWICK PARK AERATOR IMPROVEMENTS
#SMA-2020-1 #RPSP-2200016
Planner: Kaelene Nobis
I. PROPOSAL DESCRIPTION AND LOCATION:
The Kent Public Works Department proposes improvements to Lake Fenwick’s
existing in-water aerator. The aerator is comprised of a 300 square foot
building with air compressor, a 2-inch pipe to the lake, and an in-water
separator box with inlet and outlet pipes. The aerator delivers oxygen to the
deepest section of the lake to enhance water quality. Proposed in-water
improvements include replacing the existing aerator raft and some of its
pipes. Proposed on-land improvements include replacing the equipment in
the existing compressor building, raising the building roof two feet, and
installing a maintenance hatch with a future building permit. Potential
electrical upgrades include replacing a nearby existing PSE utility pole and
redoing its connection to the compressor building. All in-water construction is
proposed outside the seasonal fish window.
The project occurs both in water and on land within 200 feet of Lake Fenwick
and is subject to the requirements of the Kent Shoreline Master Program.
Lake Fenwick Park is located at 25828 Lake Fenwick Road South and is
identified by King County Parcel Numbers 2722049188, and 2722049057.
Lake Fenwick Park and Lake Fenwick are in southwestern Kent. The southern
part of Lake Fenwick is within unincorporated King County, but all project
work is proposed within Kent city limits.
II. SITE CONTEXT AND HISTORY:
The north portion of Lake Fenwick and surrounding residential properties
within the city of Kent were annexed into the city in 1960 under Ordinance
Number 1078. Historically, Lake Fenwick Park was utilized as a recreation
facility with cabins on the western slopes. An approved City of Kent zoning
permit is on file for site improvements in August of 1989. The plans include a
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site plan for the establishment of the park, including the middle parking lot,
landscaping, and trail plans.
The state of Washington began to stock the lake with trout each year.
Increased degradation of the lake began in the early 1970’s and began to
reduce fish habitat. Due to this degradation, the Kent Public Works
Department installed the original in-water aerator and compressor building in
1994. Subsequently, the existing compressor building, aerator, and
associated equipment were permitted in 1994 under City of Kent building
permit number 3618.
The immediate area around the park and lake is comprised of park lands,
single family homes, and densely vegetated single-family parcels. The
subject site is located within the SR-6, Single Family Residential zoning
district. The comprehensive plan designation for the property is OS - Open
Space. The southeast area of Lake Fenwick, outside the project site, is
located within unincorporated King County with a land use designation of
UR4-12, Urban Residential.
Lake Fenwick is a shoreline regulated by the City of Kent Shoreline Master
Program (SMP). The environment designations in the SMP around the park
are Urban Conservancy-Open Space and Shoreline Residential. This water-
oriented recreational use is a permitted use in both environment
designations. Provisions for public access and public recreation are
encouraged under the SMP, as well as restoration and no net loss of
ecological functions.
III. ENVIRONMENTAL CONSIDERATIONS:
A. Environmental Assessment
Environmental review pursuant to the State Environmental Policy Act
(SEPA) was completed for this project and a Determination of Non-
Significance (DNS) was issued for the Lake Fenwick Aerator on
February 28, 2020 (ENV-2020-1). The appeal period for the DNS
ended on March 20, 2020. No appeals were received. Additionally,
the city issued an MDNS under file ENV-94-17 for the original aerator
and compressor building constructed in 1994.
B. Significant Physical Features
1. Topography
The subject site is hilly, with the steepest slope on site of 3:1.
The soils within the Lake Fenwick watershed are almost
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exclusively glacial till of Alderwood soil series. The soil is
characterized as a moderately well drained gravelly, sandy
loam. The Parks Department has indicated that the bulkhead
near the project site has had a history of settling issues.
According to the city’s GIS data, the site is characterized by
steep slope and geologic hazard areas to the north and west of
the lake, outside the project area. The entire site, including
within the project area is noted as a Seismic Hazard Area.
2. Hydrology
The project is located within the water and on the shoreline of
Lake Fenwick. Lake Fenwick is a 22-acre lake fed by ground and
storm water run-off that has no permanent inflowing streams.
Boats to perform the in-water work of replacing the aerator raft
and pipes will launch from the existing boat launch. The work
for the compressor building and electrical work will happen on
the shore and will be located within 200 feet of the ordinary
high-water mark (OHWM) of Lake Fenwick. Accordingly, a
Shoreline Substantial Development Permit is required and is
subject to the requirements of the Kent Shoreline Master
Program.
According to the Department of Ecology’s list of impaired
waterbodies, Lake Fenwick is identified as a 303d waterbody
due to elevated phosphorus levels. Lake Fenwick has
historically contained toxin levels above State Department of
Health recommended guidance thresholds and warning signs
have been posted as recently as October 2019 due to high
levels of the algal toxin Microcystin. The replacement aerator
will introduce more oxygen into the lake, which is a method to
combat the pollution level. The lake is fed by stormwater runoff
from nearby properties, which is a contributing factor to the
pollution and increased algae bloom in the lake.
The site contains lake-fringe wetlands associated with Lake
Fenwick. Maintenance and repair of existing public structures,
trails, utilities, and associated structures are exempt from the
City’s Critical Areas regulations per Kent City Code (KCC)
11.06.040(4), and KCC 11.06.040(5).
Historic Wetland File 07-28 contains information regarding the
wetlands reviewed under a prior SEPA analysis for the bulkhead
replacement, ENV-2008-18, RPSA-2081456.
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3. Environmental Health
According to the Tacoma Smelter Plume searchable map found
at: https://fortress.wa.gov/ecy/smeltersearch/, the site is
shown to be in an area of potential arsenic contamination
between 20 and 40 parts per million. The State Department of
Ecology recommends soil sampling for properties in areas with
estimated arsenic levels above the state cleanup level of 20
parts per million. Soil testing and review of the results by
Department of Ecology staff will be required prior to City
issuance of construction permits, per Condition 3 of this report.
C. Significant Social Features
1. Parks and Recreation
Lake Fenwick is a recreational boating and fishing destination.
In addition to water activities, residents view wildlife, walk on
the trails and play disc golf within the park. This project will
improve water quality in the lake and allow visitors to continue
to use of fishing in the lake. During construction, temporary
impacts to the availability of the boat launch and middle parking
lot will occur. To minimize impacts, visitors may continue to use
the other two parking lots and signs will be posted in advance
for closures of the boat launch.
2. Light and Glare
As stated by the applicant in the environmental checklist, the
project is not anticipated to produce any light or glare. Any
lighting provided for the proposed compressor building will be
internal to the project site, not visible from adjoining properties
and shielded by the existing mature vegetation.
3. Archaeological and Historic Resources
According to the Department of Archaeology and Historic
Preservation’s (DAHP) Washington Information System for
Architectural & Archaeological Records Data, no historic or
cultural sites are located on site or in the vicinity. Additionally,
DAHP was notified of this project and did not submit comments.
Should archaeological materials (e.g. bones, shell, stone tools,
beads, ceramics, old bottles, hearths, etc.) or human remains
be observed during project activities, all work in the immediate
vicinity should stop.
DAHP and the City should be contacted immediately to help
assess the situation and determine how to preserve the
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resource(s). Compliance with all applicable laws pertaining to
archaeological resources (RCW 27.53, 27.44 and WAC 25-48) is
required as Condition 1 of this Shoreline Substantial
Development Permit.
IV. APPLICABLE LAWS AND REGULATIONS
A. Public Notice
Public notice was provided on January 24, 2020 with a 30-day
comment period via an advertisement in the Kent Reporter and a
notice board on site, as required by the Kent Shoreline Master
Program, Chapter 7(B)(2)(c). The comment period closed on February
24, 2020. One comment was received from the Duwamish Tribe. The
Tribe requested that they be notified if any artifacts were found during
the work. This notification is required by Condition 1 of this permit.
B. State of Washington Shoreline Management Act:
Development, as defined in RCW 90.58.030(3)(d) will occur within 200
feet of the Ordinary High-Water Mark, and within the regulated waters
of Lake Fenwick and is therefore governed by the regulations of the
State Shoreline Management Act pursuant to RCW 90.58.030(2)(d)
and (f). The cost of development exceeds $7,047 and thus a Shoreline
Substantial Development Permit is required in accordance with WAC
173-27-040(2)(a). As conditioned, this project will be consistent with
the Shoreline Management Act.
C. City of Kent Comprehensive Plan
The City of Kent adopted a revised Comprehensive Plan pursuant to
the Growth Management Act (Ordinance #4163, September 2015).
The goals and policies of the Comprehensive Plan represent an
expression of community intentions and aspirations concerning the
future of Kent and the area within the potential annexation area. The
Comprehensive Plan is used by the Mayor, City Council, Land Use and
Planning Board, Hearing Examiner and City departments to guide
decision making relative to development and capital facility spending.
The City of Kent Comprehensive Plan is comprised of nine elements
which contain written goals and policies as well as a land use plan
map. The Comprehensive Plan land use designation for the affected
parcels is OS, Open Space. Adjacent areas to the east are similarly
designated Open Space, and areas to the north, west, and southwest
are designated SF-6, Single Family Residential, 6 units per acre, and
south east of Lake Fenwick is unincorporated King County with a land
use designation of UR4-12, Urban Residential 4-12 units per acre.
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The overall goal stated in the Parks and Recreation Element of the
Comprehensive Plan is to “encourage and provide local public
opportunities for physical activity, connecting to nature, community
engagement and life-enrichment through the strategic development
and thoughtful stewardship of park land and recreational facilities,
professional programming, preservation of natural areas, and the
optimum utilization of available community resources.” The proposed
renovation and expansion of the in-water aerator will enhance a
specialized recreational facility, improve water quality, and maintain
and steward a high-quality park. The proposal is in support of
Comprehensive Plan Policies P&OS-3.1, P&OS-4.2, P&OS-5.1 P&OS-
6.2, P&OS-8.1, P&OS-9.1, and P&OS-9.2.
The proposal further supports the Shoreline Element of the
Comprehensive Plan Policies 1.b.1, 7.b.2 and 7.b.4, by promoting
control of pollution, invasive species and prevention of damage to
quality habitat, conservation of the ecological function or the lake, and
by enhancing a water-dependent use in Lake Fenwick. It also directly
supports the Shoreline Restoration component of the Shoreline
element.
The City of Kent Shoreline Master Program is incorporated in the
Comprehensive Plan’s Shoreline Element. The proposal’s compatibility
with the Shoreline Master Program is detailed in Section IV(D) of this
report.
D. Kent Shoreline Master Program
The City of Kent Shoreline Master Program (SMP) is a planning
document that outlines goals and policies for the shorelines of the City,
and establishes regulations for development occurring within shoreline
jurisdiction (the area 200-feet landward of the Ordinary High-Water
Mark). The SMP was comprehensively updated in September 2009
and a limited amendment was adopted in June 2019.
The project will take place within the Urban Conservancy – Open
Space shoreline environment designation area. The purpose of this
designated area is to “protect and restore… ecological functions in
urban and developed settings, while allowing public access and a
variety of park and recreation uses.” (SMP Ch. 2(C)(3)(a))
Chapter 3 of the SMP, General Provisions, includes policies and
regulations that apply to all uses and activities regardless of shoreline
environment designation. Sections within Chapter 3 that pertain to
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the proposed aerator improvements include Archaeological and Historic
Resources, Environmental Impacts, Public Access, and Vegetation
Conservation.
Chapter 5, Shoreline Use Provisions, includes policies and regulations
for each type of shoreline use. The Recreational Development section
applies to this proposal.
Planning Services Comments
1. Chapter 3, Section B.2, Archaeological and Historic Resources:
The SMP recognizes the limited and irreplaceable nature of
archaeological and historic resources. It requires researching
historic inventories to identify and assess the likelihood of
discovering resources, coordination with affected tribes and
agencies, provisions to stop work and notify agencies if any
resources are discovered during site development, and
permanently preserving any significant resources discovered for
scientific study, education, and public observation.
The proposed renovations and expansions to the in-water aerator
and compressor building will take place on a site that did not
register any indications of historic materials present as detailed in
Section III(C)(3) of this report. It is unlikely that any
archaeological materials will be encountered during construction
activities in this area, as initial construction of the park and
subsequent renovations reported no findings. Potential
archaeological and historic resources found on site will be protected
by Condition 1 of this report, which requires any such artifacts
discovered are properly handled, evaluated, and reported.
2. Chapter 3, Section B.4, Environmental Impacts:
The SMP requires compliance with Chapter 43.21C RCW, the
Washington State Environmental Policy Act of 1971. It provides
guidance to avoid all significant, adverse impacts to the shoreline.
If significant impacts cannot be avoided, they must be minimized to
the extent feasible and mitigation must be provided to ensure no
net loss of ecological function. Mitigation to avoid or minimize
significant impact follows a sequence of measures to be assessed in
order: avoidance, minimization, rectifying through repair or
restoration, reducing over time, and compensating through
replacements or enhancements coupled with monitoring to assess
the effectiveness of the compensatory measures.
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Environmental review pursuant to the State Environmental Policy
Act (SEPA) was completed and a Determination of Non-Significance
(DNS) was issued for the Lake Fenwick Aerator proposal on
February 28, 2020 (ENV-2020-1). The appeal period for the DNS
ended on March 20, 2020. No appeals were received. The project
has also been determined not to cause significant ecological
impacts as defined in the SMP. The proposal increases oxygen
levels in the lake, which is necessary to control algae bloom that is
harmful to fish and habitat. Twice in October of 2019, toxin levels
were above the State Department of Health recommended
guidance thresholds. This in-water aerator is proposed to help
alleviate the toxic algae and improve water quality.
3. Chapter 3, Section B.7, Public Access
The SMP encourages shoreline public access, defined as the
physical ability of the public to reach and touch the water’s edge
and the ability to have a view of the water and the shoreline from
upland locations. Developments, uses, and activities should not
impair or detract from the public’s access to the water or rights of
navigation. Public access should be as close to the water’s edge as
feasible, provide for public safety and comfort, minimize impacts to
private property and individual privacy, and include interpretive
displays when possible.
Lake Fenwick includes a boat launch and is a popular fishing
destination. The lake contains a floating walkway for pedestrians to
walk on the lake and enjoy the water. When algae bloom is high
and water quality tests are adverse, the City may need to close the
park or deem it unsafe for water contact activities. The City has
had to post warning signs at the lake for water-contact uses due to
increased levels of algae. This project would improve water quality
and promote water-dependent and water-enjoyment uses of the
lake.
4. Chapter 3, Section B.11, Vegetation Conservation:
The SMP conserves shoreline vegetation by establishing policies for
any activities that result in the removal of or impact to shoreline
vegetation. Vegetation within the City near shoreline areas should
be enhanced over time to provide a greater level of ecological
functions, human safety, and property protection. The SMP
encourages a comprehensive approach that considers the ecological
functions currently and potentially provided by vegetation on site.
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Mitigation to avoid or minimize removal, disturbance, and
degradation of shoreline vegetation should follow the environmental
sequence of measures to be assessed in order: avoidance,
minimization, rectifying through repair or restoration, reducing over
time, and compensating through replacements or enhancements
coupled with monitoring to assess the effectiveness of the
compensatory measures.
The area around the existing compressor building will be impacted
as part of this project, as well as in- water work completed by boats.
Mature and dense vegetation surrounds the lake; however, the area
around the compressor building is vegetated only by grass and
groundcover. Work on the compressor building will disturb a small
area, including some removal of groundcover and grass. All
disturbed areas will be replanted with native vegetation.
5. Chapter 5, Shoreline Use Provisions, Section C.7, Recreational
Development:
The SMP recognizes that recreational developments are a necessary
part in shoreline management in encouraging access and
enjoyment of the lake. Shoreline recreational developments should
be consistent with local and regional recreational needs, promote
conservation of the shoreline’s natural character, be integrated and
linked with linear systems like pathways and trails, and conform to
the Development Standards Matrix (Table 7, SMP). Lake Fenwick
has been used for recreational purposes, including fishing, since the
1970’s.
The proposed replacement of the in-water aerator and compressor
building modification follow the policies and regulations prescribed
in this section. This water-oriented, recreational use is a permitted
use under the 2019 Kent Shoreline Master Program. The planned
improvements enhance water quality, which in turn can increase
opportunities for public access, expanding the public’s ability to
enjoy the shoreline.
V. DECISION
The Substantial Development Permit for the Lake Fenwick in-water aerator,
SMA-2020-1 / RPSP-2200016 is APPROVED, with the following conditions:
1. Should archaeological materials (e.g. bones, shell, stone tools, beads,
ceramics, old bottles, hearths, etc.) or human remains be observed
during project activities, all work in the immediate vicinity should stop.
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The State Department of Archaeology and Historic Preservation, the
City, and local tribes (Duwamish and Muckleshoot) shall be contacted
immediately to help assess the situation and determine how to
preserve the resource(s). Compliance with all applicable laws
pertaining to archaeological resources (RCW 27.53, 27.44 and WAC
25-48) is required.
2. A silt fence shall be located at the Ordinary High-Water Mark of Lake
Fenwick to avoid sedimentation and erosion from the compressor
building improvements entering the Lake.
3. The applicant shall comply with the following requirements from
Department of Ecology’s Toxic Cleanup Program:
a. Sample the soil and analyze for arsenic and lead following the
2012 Tacoma Smelter Plume Guidance[1]. If the project
includes open space areas, contact the Technical Assistance
Coordinator, Eva Barber, for assistance in soil sampling
methodology within the open space area. The soil sampling
results shall be sent to the City of Kent Planning Services and
Ecology for review prior to issuance of construction permits or
commencement of soil disturbance activities.
b. If lead or arsenic are found at concentrations above the Model
Toxics Control Act (MTCA) cleanup levels (Chapter 173-340
WAC); the applicant shall consult Ecology to determine if
cleanup actions are necessary and feasible and construction
workers and others shall be notified of their occurrence. The
MTCA cleanup level for arsenic is 20 parts per million (ppm) and
lead is 250 ppm.
c. If soils are found to be contaminated with arsenic, lead, or other
contaminants, extra precautions shall be taken to avoid
escaping dust, soil erosion, and water pollution during grading
and site construction. Contaminated soils generated during site
construction shall be managed and disposed of in accordance
with state and local regulations, including the Solid Waste
Handling Standards regulations (Chapter 173-350 WAC). For
information about soil disposal, contact the local health
department in the jurisdiction where soils will be placed.
[1] http://www.ecy.wa.gov/programs/tcp/sites_brochure/tacoma_smelter/2011/techAssist.html
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Approved this 27th day of April 2020
____________________________________________
Erin George, AICP, Current Planning Manager
This decision shall be final unless an appeal is made. Persons aggrieved by the grant, denial,
rescission or modification of a permit may file a request for review by the Shoreline Hearings
Board in accordance with the review process established by RCW 90.58.180 or as subsequently
amended, and with the regulations of the Shoreline Hearings Board contained in Chapter 461-
08 WAC or as subsequently amended. The request for review must be filed with the Hearings
Board within twenty-one (21) days of the date of filing, as defined in RCW 90.58.140(6).
Per WAC 173-27-190, construction pursuant to this permit shall not begin and is not
authorized until twenty-one days from the date of filing as defined in RCW 90.58.140(6) and
WAC 173-27-130, or until all review proceedings initiated within twenty-one days from the
date of such filing have been terminated; except as provided in RCW 90.58.140(5)(a) and (b).
TEMPORARY USE PERMIT FOR GOVERNMENTAL PURPOSE 1162020 Page 1 of 3
After Signature, Return To:
Washington Department of Fish & Wildlife
Real Estate Services Office
600 Capitol Way North
Olympia, Washington 98501-1091
Agency Control No.: XXX
WDFW Property Name: XXX
Landowner: Washington Dept. of Fish & Wildlife
Permittee: XXX
County: XXX
TEMPORARY USE PERMIT
For Governmental Use of WDFW Land
This USE PERMIT is issued for a public purpose by THE STATE OF WASHINGTON, THE
DEPARTMENT OF FISH AND WILDLIFE (“WDFW”) to a governmental agency:
Name: City of Kent (“Permittee”) Contact: Meara Heubach
Address: 400 West Gowe Street, Kent, WA 98302 Email: mheubach@kentwa.gov Phone: 253-
856-5549
Pursuant to Washington Administrative Code 220-500 and subject to the terms and conditions
below, Permittee is authorized to use the WDFW property identified below (“the premises”) in
King County, as depicted on the attached map.
Purpose: The project is a retrofit of Lake Fenwick's current hypolimnetic aerator. Work will
involve the following: replacing the compressor units, raising the roof of the compressor building
and installing a maintenance hatch, replacing the aerator pipe raft, replacing the inlet and
discharge pipes, installing microbubblers in the inlet pipes, and installing lateral air distribution
pipes along the lake bottom. These improvements should supply dissolved oxygen to the
hypolimnion, decrease available phosphorus, and reduce harmful algal blooms. To do some of
the in-lake work, boats will be launched from WDFW's boat launch. During these periods, access
to the boat launch will need to be restricted. The City can arrange the construction schedule to
ensure public access to the launch throughout construction, which should last 90-120 days. The
construction start date has not been determined yet, so the dates of use below provide a wide
range for project construction.
THIS PERMIT IS SUBJECT TO THE FOLLOWING TERMS AND CONDITIONS:
1.Any user of the premises under this permit must notify the City of Kent Parks
Department prior to entering the premises.
2.WDFW Property Name & Legal Description of the Premises: WDFW is the owner of
record of certain real property known as Lake Fenwick in King County, a portion of which is
located in Section 27, Township 22 North, Range 4 East W.M., Assessor’s Parcel Nos.
2722049098 as conveyed by Statutory Warranty Deed to The State of Washington, the
Department of Fish and Wildlife as recorded on April 26, 1974, Recording # 4439122, Volume
TEMPORARY USE PERMIT FOR GOVERNMENTAL PURPOSE 1162020 Page 2 of 3
3347, page 655. See attached Exhibit A map. of which approximately ten acres is the Premises
of this permit.
3.Term: The term of this permit is eight months, commencing August 1, 2020 and terminating
April 1, 2021
4.Fee: $0.00
5.Site Protection: Permittee agrees to the following site protection and maintenance work
(portable restrooms, litter clean-up, etc.): Remove all traces of work.
6.Limited Rights: The uses allowed by this permit are limited to those described in the Purpose
section on page 1. Use of the premises is limited to use by:
x Permittee
x Permittee’s employees
x Permittee’s contractors
This permit does not convey an exclusive right and does not prevent WDFW or the public, as
allowed by WDFW, from using the premises. Permittee is required to ensure that the uses of
the premises under this permit do not interfere with use of the premises by WDFW or the
general public. WDFW retains jurisdiction over the premises in all respects. Permittee is
required to immediately comply with verbal or written directives of the WDFW site manager
concerning use of the premises. This permit does not convey the right to build roads, cut
vegetation, or store any materials, vehicles, or equipment on the premises, except as follows:
None
7.Vehicle Parking: The requirements of the state Discover Pass law are waived for use of the
premises pursuant to this permit. RCW 79A.80.080(2)(b).
8.No Assignment. Neither this permit, nor the rights and obligations set forth herein, may be
assigned or sublet by Permittee, in whole or in part.
9.Compliance with All Laws: Permittee agrees to ensure that all uses of the premises under
this permit meet the requirements of all applicable laws, rules, regulations, and permitting
requirements, including, but not limited to, those for hazardous substances and cultural
resources on state lands. Any ground-disturbing activity requires a WDFW Field Research
Permit in addition to this permit. If grading or other ground-disturbing activities result in the
inadvertent discovery of archaeological or cultural resources, work must stop and Permittee
must immediately contact the WDFW Lands Agent at 425-492-0912
10.No WDFW Warranty or Liability: WDFW issues this permit without warranty, either
express or implied, regarding the suitability or condition of the premises for Permittee’s
purposes. Permittee agrees that it will not hold WDFW liable for any shortage or defect in the
premises or on account of theft of, or damage to, the vehicles, equipment or other property of
Permittee, its employees or contractors.
11.Indemnity: Permittee agrees to indemnify, defend, and hold harmless WDFW and its officials
and employees from and against any and all liabilities, losses, claims, damages, costs, and
expenses (including, but not limited to, attorneys’ and consultants’ fees) for property damage
and personal injury arising from the negligent acts or omissions of Permittee, and its officers,
TEMPORARY USE PERMIT FOR GOVERNMENTAL PURPOSE 1162020 Page 3 of 3
employees, and contractors. These obligations will not apply to the sole negligence of WDFW
and, in the event of concurrent negligence, they will be reduced by the proportion of WDFW’s
concurrent negligence. Neither party will be liable to the other for the acts and omissions of
members of the general public.
12.Insurance: Permittee is a governmental agency and agrees to be responsible for being
appropriately self-insured – or to obtain adequate liability insurance – that is sufficient to insure
against liability for personal injury and property damage arising from all uses of the premises
under this permit, including but not limited to the use of vehicles and equipment.
13.No Liens: Neither this document, nor any lien for work, services or materials may be recorded
as an encumbrance on WDFW’s title to the property. If any such document is recorded or filed
with the county, Permittee agrees to obtain, at its sole cost, a complete release of such
encumbrance.
14.Cancellation: WDFW may cancel this permit in an emergency, when required to do so by
another governmental agency, or for Permittee’s failure to comply with any of the terms and
conditions herein.
15.Governing Law: This permit shall be construed, interpreted, and enforced according to the
laws of the State of Washington. Jurisdiction and venue concerning this instrument are proper
only in Washington state and county courts.
16.Entire agreement: This instrument contains the entire agreement between the parties and no
other statement made by either party, or its respective officers, employees, or agents is valid,
binding, or enforceable.
IN WITNESS WHEREOF, each individual below attests that he or she is the authorized signatory
for his or her respective party and that such party has agreed to the terms and conditions of this
permit:
CITY OF KENT
_______________________ _______________________________________
Date By/Title: Meara Heubach
WASHINGTON DEPARTMENT OF FISH AND WILDLIFE
_______________________________________ ____________________
Date By: Edie Thomas, Lands Agent
5/21/2020 Environmental Specialist, City of Kent Public Works
Edie Thomas
5/21/2020
The Permittee is responsible for ensuring compliance with the ‘Stay Home-Stay Healthy’
Proclamation of the Governor, the Phase Requirements, & associated Guidelines
TEMPORARY USE PERMIT FOR GOVERNMENTAL PURPOSE 1162020 Page 1 of 4
After Signature, Return To:
Washington Department of Fish & Wildlife
Real Estate Services Office
600 Capitol Way North
Olympia, Washington 98501-1091
Agency Control No.: 210125
WDFW Property Name: Lake Fenwick
Landowner: Washington Dept. of Fish & Wildlife
Permittee: City of Kent
County: King
TEMPORARY USE PERMIT
For Governmental Use of WDFW Land
This USE PERMIT is issued for a public purpose by THE STATE OF WASHINGTON, THE
DEPARTMENT OF FISH AND WILDLIFE (“WDFW”) to a governmental agency:
Name: City of Kent (“Permittee”) Contact: Meara Heubach
Address: 400 West Gowe Street, Kent, WA 98302 Email: mheubach@kentwa.gov Phone: 253-
856-5549
Pursuant to Washington Administrative Code 220-500 and subject to the terms and conditions
below, Permittee is authorized to use the WDFW property identified below (“the premises”) in
King County, as depicted on the attached map.
Purpose: The project is a retrofit of Lake Fenwick's current hypolimnetic aerator. Work will
involve the following: replacing the compressor units, raising the roof of the compressor building
and installing a maintenance hatch, replacing the aerator pipe raft, replacing the inlet and
discharge pipes, installing microbubblers in the inlet pipes, and installing lateral air distribution
pipes along the lake bottom. These improvements should supply dissolved oxygen to the
hypolimnion, decrease available phosphorus, and reduce harmful algal blooms. To do some of
the in-lake work, boats will be launched from WDFW's boat launch. During these periods, access
to the boat launch will need to be restricted. The City can arrange the construction schedule to
ensure public access to the launch throughout construction, which should last 90-120 days. The
construction start date has not been determined yet, so the dates of use below provide a wide
range for project construction.
THIS PERMIT IS SUBJECT TO THE FOLLOWING TERMS AND CONDITIONS:
1.Any user of the premises under this permit must notify the City of Kent Parks
Department prior to entering the premises.
The Permittee is responsible for ensuring compliance with the ‘Stay Home-Stay Healthy’
Proclamation of the Governor, the Phase Requirements, & associated Guidelines
TEMPORARY USE PERMIT FOR GOVERNMENTAL PURPOSE 1162020 Page 2 of 4
2. WDFW Property Name & Legal Description of the Premises: WDFW is the owner of
record of certain real property known as Lake Fenwick in King County, a portion of which is
located in Section 27, Township 22 North, Range 4 East W.M., Assessor’s Parcel Nos.
2722049098 as conveyed by Statutory Warranty Deed to The State of Washington, the
Department of Fish and Wildlife as recorded on April 26, 1974, Recording # 4439122, Volume
3347, page 655. See attached Exhibit A map. of which approximately ten acres is the Premises
of this permit.
3. Term: The term of this permit is eight months, commencing April 2, 2021 and terminating
October 31, 2021.
4. Fee: $0.00
5. Site Protection: Permittee agrees to the following site protection and maintenance work
(portable restrooms, litter clean-up, etc.): Remove all traces of work.
6. Limited Rights: The uses allowed by this permit are limited to those described in the Purpose
section on page 1. Use of the premises is limited to use by:
x Permittee
x Permittee’s employees
x Permittee’s contractors
This permit does not convey an exclusive right and does not prevent WDFW or the public, as
allowed by WDFW, from using the premises. Permittee is required to ensure that the uses of
the premises under this permit do not interfere with use of the premises by WDFW or the
general public. WDFW retains jurisdiction over the premises in all respects. Permittee is
required to immediately comply with verbal or written directives of the WDFW site manager
concerning use of the premises. This permit does not convey the right to build roads, cut
vegetation, or store any materials, vehicles, or equipment on the premises, except as follows:
None
7. Vehicle Parking: The requirements of the state Discover Pass law are waived for use of the
premises pursuant to this permit. RCW 79A.80.080(2)(b).
8. No Assignment. Neither this permit, nor the rights and obligations set forth herein, may be
assigned or sublet by Permittee, in whole or in part.
9. Compliance with All Laws: Permittee agrees to ensure that all uses of the premises under
this permit meet the requirements of all applicable laws, rules, regulations, and permitting
requirements, including, but not limited to, those for hazardous substances and cultural
resources on state lands. Any ground-disturbing activity requires a WDFW Field Research
Permit in addition to this permit. If grading or other ground-disturbing activities result in the
inadvertent discovery of archaeological or cultural resources, work must stop and Permittee
must immediately contact the WDFW Lands Agent at 425-492-0912
The Permittee is responsible for ensuring compliance with the ‘Stay Home-Stay Healthy’
Proclamation of the Governor, the Phase Requirements, & associated Guidelines
TEMPORARY USE PERMIT FOR GOVERNMENTAL PURPOSE 1162020 Page 3 of 4
10.No WDFW Warranty or Liability: WDFW issues this permit without warranty, either
express or implied, regarding the suitability or condition of the premises for Permittee’s
purposes. Permittee agrees that it will not hold WDFW liable for any shortage or defect in the
premises or on account of theft of, or damage to, the vehicles, equipment or other property of
Permittee, its employees or contractors.
11.Indemnity: Permittee agrees to indemnify, defend, and hold harmless WDFW and its officials
and employees from and against any and all liabilities, losses, claims, damages, costs, and
expenses (including, but not limited to, attorneys’ and consultants’ fees) for property damage
and personal injury arising from the negligent acts or omissions of Permittee, and its officers,
employees, and contractors. These obligations will not apply to the sole negligence of WDFW
and, in the event of concurrent negligence, they will be reduced by the proportion of WDFW’s
concurrent negligence. Neither party will be liable to the other for the acts and omissions of
members of the general public.
12.Insurance: Permittee is a governmental agency and agrees to be responsible for being
appropriately self-insured – or to obtain adequate liability insurance – that is sufficient to insure
against liability for personal injury and property damage arising from all uses of the premises
under this permit, including but not limited to the use of vehicles and equipment.
13.No Liens: Neither this document, nor any lien for work, services or materials may be recorded
as an encumbrance on WDFW’s title to the property. If any such document is recorded or filed
with the county, Permittee agrees to obtain, at its sole cost, a complete release of such
encumbrance.
14.Governors Safe Start plan: The Permittee is responsible for ensuring compliance with the
‘Stay Home-Stay Healthy’ Proclamation of the Governor, the Phase Requirements, &
associated Guidelines.
15.Cancellation: WDFW may cancel this permit in an emergency, when required to do so by
another governmental agency, or for Permittee’s failure to comply with any of the terms and
conditions herein.
16.Governing Law: This permit shall be construed, interpreted, and enforced according to the
laws of the State of Washington. Jurisdiction and venue concerning this instrument are proper
only in Washington state and county courts.
17.Entire agreement: This instrument contains the entire agreement between the parties and no
other statement made by either party, or its respective officers, employees, or agents is valid,
binding, or enforceable.
The Permittee is responsible for ensuring compliance with the ‘Stay Home-Stay Healthy’
Proclamation of the Governor, the Phase Requirements, & associated Guidelines
TEMPORARY USE PERMIT FOR GOVERNMENTAL PURPOSE 1162020 Page 4 of 4
IN WITNESS WHEREOF, each individual below attests that he or she is the authorized signatory
for his or her respective party and that such party has agreed to the terms and conditions of this
permit:
CITY OF KENT
_______________________ _______________________________________
Date By/Title: Meara Heubach
WASHINGTON DEPARTMENT OF FISH AND WILDLIFE
_______________________________________ __12/30/2020__________
Date By: Edie Thomas, Lands Agent
Lk Fenwick Hypolimnetic Aerator Impr./Heubach A - 3 February 22, 2021
Project Number: 18-3003
TRAFFIC CONTROL PLANS
CHANNELIZATION DEVICE SPACING
MPH TAPER TANGENT
40
30
25
40
30
25
80
60
50
35 35 70
45 40 90
50 40 100
55 40 110
60 40 120
65 40 130
Merging Shifting Shoulder
25 or less
30
35
40
45
50
55
60
65
70
75
Taper Length In Feet
42'
60'
82'
107'
180'
200'
220'
240'
260'
280'
300'
200'
250'
305'
360'
425'
495'
570'
645'
730'
820'
155'63'
90'
123'
160'
270'
300'
330'
360'
390'
420'
450'
125'
180'
245'
320'
540'
600'
660'
720'
780'
840'
900'
Speed Buffer
SIGN SPACING
MPH
45+
35
30
25
40
"X"
200'
200'
350'
350'
500'
NOT
DRAWN
TO
SCALE
PERMIT:ADDRESS:
WORK HOURS: ______________________
REQUESTED DATES:__________________
25828 Lake Fenwick Rd Kent, WA 98032
Job Summary:S T A T E W I D ES A F E T Y S Y S T E M S
720-343-2335
LEGEND
Type 3 Barricade
Trailer Mounted
Flashing Arrow Board
Sign
Flagger
Truck Mounted
Attenuator
M
Delineation Device
with lights
Portable Changeable
Message Sign (PCMS)
Traffic Flow
Advance Warning
Signs
Delineation DeviceCones
No ParkingP
Flagging Operation
Traffic Control Plan # 1
** ALL DEVICES SHALL CONFORM
TO CURRENT MUTCD**
Plan only valid under certification if work
is performed by preparing contractor
PO/JB#
Location: 25828 Lake Fenwick Rd
Kent, WA 98032
For: Kent Public Works
Name: Meara Heubach
Date: August 03, 2020
Drawn By: Alejandro Granillo
ATTSA Cert#: 493198ROADWORKAHEADROADWORKAHEADONE LANEROADAHEADONE LANEROADAHEAD200'200'200'
200'200'200'
Lake Fenwick Rd S
www.invarion.com
CHANNELIZATION DEVICE SPACING
MPH TAPER TANGENT
40
30
25
40
30
25
80
60
50
35 35 70
45 40 90
50 40 100
55 40 110
60 40 120
65 40 130
Merging Shifting Shoulder
25 or less
30
35
40
45
50
55
60
65
70
75
Taper Length In Feet
42'
60'
82'
107'
180'
200'
220'
240'
260'
280'
300'
200'
250'
305'
360'
425'
495'
570'
645'
730'
820'
155'63'
90'
123'
160'
270'
300'
330'
360'
390'
420'
450'
125'
180'
245'
320'
540'
600'
660'
720'
780'
840'
900'
Speed Buffer
SIGN SPACING
MPH
45+
35
30
25
40
"X"
200'
200'
350'
350'
500'
NOT
DRAWN
TO
SCALE
PERMIT:ADDRESS:
WORK HOURS: ______________________
REQUESTED DATES:__________________
26284 Lake Fenwick Rd Kent, WA 98032
Job Summary:S T A T E W I D ES A F E T Y S Y S T E M S
720-343-2335
LEGEND
Type 3 Barricade
Trailer Mounted
Flashing Arrow Board
Sign
Flagger
Truck Mounted
Attenuator
M
Delineation Device
with lights
Portable Changeable
Message Sign (PCMS)
Traffic Flow
Advance Warning
Signs
Delineation DeviceCones
No ParkingP
Flagging Operation
Traffic Control Plan # 2
** ALL DEVICES SHALL CONFORM
TO CURRENT MUTCD**
Plan only valid under certification if work
is performed by preparing contractor
PO/JB#
Location: 26284 Lake Fenwick Rd
Kent, WA 98032
For: Kent Public Works
Name: Meara Heubach
Date: August 03, 2020
Drawn By: Alejandro Granillo
ATTSA Cert#: 493198ROADWORKAHEADROADWORKAHEADONE LANEROADAHEADONE LANEROADAHEAD200'200'200'
200'200'200'
Lake Fenwick Rd S
Boat Launchwww.invarion.com
Lk Fenwick Hypolimnetic Aerator Impr./Heubach A - 4 February 22, 2021
Project Number: 18-3003
PREVAILING WAGE RATES
State of Washington
Department of Labor & Industries
Prevailing Wage Section - Telephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe
benefits. On public works projects, worker's wage and benefit rates must add to not less than this
total. A brief description of overtime calculation requirements are provided on the Benefit Code
Key.
Journey Level Prevailing Wage Rates for the Effective Date: 02/23/2021
County
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
Trade
Asbestos Abatement Workers
Boilermakers
Brick Mason
Brick Mason
Building Service Employees
Building Service Employees
Building Service Employees
Building Service Employees
Cabinet Makers (In Shop).
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Cement Masons
King Cement Masons
King Cement Masons
King Cement Masons
King
King
King
King
King
King
King
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Job Classification
Journey Level
Journey Level
Journey Level
Pointer -Caulker -Cleaner
Janitor
Traveling Waxer/Shampooer
Window Cleaner (Non -Scaffold)
Window Cleaner (Scaffold)
Journey Level
Acoustical Worker
Carpenter
Carpenters on Stationary Tools
Creosoted Material
Floor Finisher
Floor Layer
Scaffold Erector
Application of all Composition
Mastic
Application of all Epoxy
Material
Application of all Plastic
Material
Application of Sealing
Compound
Application of Underlayment
Building General
Composition or Kalman Floors
Concrete Paving
Curb Et Gutter Machine
Curb Et Gutter, Sidewalks
Curing Concrete
Wage Holiday Overtime Note
$52.39
$69.29
$60.57
$60.57
$26.28
$26.63
$29.33
$30.33
$22.74
$64.94
$64.94
$65.07
$65.07
$64.94
$64.94
$64.94
$64.84
5D
5N
7E
7E
5S
5S
5S
5S
7A
7A
7A
7A
7A
7A
7A
7A
$64.34 7A
$64.84 7A
$64.34 7A
1H
1C
1N
1N
2F
2F
2F
2F
1
4C
4C
4C
4C
4C
4C
4C
4U
*Risk
Class
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
4U
View
4U
View
4U
View
$64.84
7A
41J
View 1
$64.34
7A
41J
View
$64.84
7A
41J
View
$64.34
7A
41J
View
$64.84
7A
41J
View
$64.34
7A
41J
View
$64.34
7A
41J
View
King
King
King
King
King
King
King
King
King
King
King
King
King
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
King
Cement
Masons
King
Cement
Masons
King
Cement
Masons
King
Cement
Masons
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
Cement Masons
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Drywall Applicator
Drywall Tapers
Electrical Fixture Maintenance
Workers
Electricians - Inside
Electricians - Inside
Electricians - Inside
Finish Colored Concrete
Floor Grinding
Floor Grinding/Polisher
Green Concrete Saw, self -
powered
Grouting of all Plates
Grouting of all Tilt -up Panels
Gunite Nozzleman
Hand Powered Grinder
Journey Level
Patching Concrete
Pneumatic Power Tools
Power Chipping Et Brushing
Sand Blasting Architectural
Finish
Screed Et Rodding Machine
Spackling or Skim Coat
Concrete
Troweling Machine Operator
Troweling Machine Operator on
Colored Slabs
Tunnel Workers
Bell/Vehicle or Submersible
Operator (Not Under Pressure)
Dive Supervisor/Master
Diver
Diver On Standby
Diver Tender
Manifold Operator
Manifold Operator Mixed Gas
Remote Operated Vehicle
Operator/Technician
Remote Operated Vehicle
Tender
Assistant Engineer
Assistant Mate (Deckhand)
Boatmen
Engineer Welder
Leverman, Hydraulic
Mates
Oiler
Journey Level
Journey Level
Journey Level
$64.84 7A 4U View
$64.84 7A 4U View
$64.34 7A 4U View
$64.84 7A 4U View
$64.34
7A
4U
View
$64.34
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.34
7A
4U
View
$64.34
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.84 7A 4U View
$64.34 7A 4U View
$64.84 7A 4U View
$64.84 7A 4U View
$64.84 7A 4U View
$118.80 7A 4C View
$81.98
7A
4C
View
$118.80
7A
4C
8V View
$76.98
7A
4C
View
$69.91
7A
4C
View
$69.91
7A
4C
View
$74.91
7A
4C
View
$69.91
7A
4C
View
$65.19 7A 4C View
$70.62
5D
3F
View
$70.07
5D
3F
View
$70.62
5D
3F
View
$71.97
5D
3F
View
$73.41
5D
3F
View
$70.62
5D
3F
View
$70.07
5D
3F
View
$64.94
5D
1 H
View
$65.31
5P
1 E
View
$31.99
5L
1 E
View
Cable Splicer $89.11 7C 4E View
Cable Splicer (tunnel) $95.77 7C 4E View
Certified Welder $86.08 7C 4E View
King
Electricians - Inside
Certified Welder (tunnel)
$92.44
7C
4E
View
King
Electricians - Inside
Construction Stock Person
$43.18
7C
4E
View
King
Electricians - Inside
Journey Level
$83.05
7C
4E
View
King
Electricians - Inside
Journey Level (tunnel)
$89.11
7C
4E
View
King
Electricians - Motor Shop
Journey Level
$47.53
5A
1 B
View
King
Electricians - Powerline
Cable Splicer
$82.39
5A
4D
View
Construction
King
Electricians - Powerline
Certified Line Welder
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Groundperson
$49.17
5A
4D
View
Construction
King
Electricians - Powerline
Heavy Line Equipment
$75.64
5A
4D
View
Construction
Operator
King
Electricians - Powerline
Journey Level Lineperson
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Line Equipment Operator
$64.54
5A
4D
View
Construction
King
Electricians - Powerline
Meter Installer
$49.17
5A
4D
8W
View
Construction
King
Electricians - Powerline
Pole Sprayer
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Powderperson
$56.49
5A
4D
View
Construction
King
Electronic Technicians
Journey Level
$53.57
7E
1 E
View
King
Elevator Constructors
Mechanic
$97.31
7D
4A
View
King
Elevator Constructors
Mechanic In Charge
$105.06
7D
4A
View
King
Fabricated Precast Concrete
All Classifications - In -Factory
$18.25
5B
1 R
View
Products
Work Only
King
Fence Erectors
Fence Erector
$44.40
7A
4V
8Y
View
King
Fence Erectors
Fence Laborer
$44.40
7A
4V
8Y
View
King
Flaggers
Journey Level
$44.40
7A
4V
8Y
View
King
Glaziers
Journey Level
$69.26
7L
1Y
View
King
Heat Et Frost Insulators And
Journeyman
$79.43
5J
4H
View
Asbestos Workers
King
Heating Equipment Mechanics
Journey Level
$89.61
7F
1 E
View
King
Hod Carriers Et Mason Tenders
Journey Level
$54.01
7A
4V
8Y
View
King
Industrial Power Vacuum
Journey Level
$13.69
1
View
Cleaner
King
Inland Boatmen
Boat Operator
$61.41
5B
1 K
View
King
Inland Boatmen
Cook
$56.48
5B
1 K
View
King
Inland Boatmen
Deckhand
$57.48
5B
1 K
View
King
Inland Boatmen
Deckhand Engineer
$58.81
5B
1 K
View
King
Inland Boatmen
Launch Operator
$58.89
5B
1 K
View
King
Inland Boatmen
Mate
$57.31
5B
1 K
View
King
Inspection/Cleaning/Sealing Of
Cleaner Operator, Foamer
$31.49
1
View
Sewer Et Water Systems By
Operator
Remote Control
King
Inspection/Cleaning/Sealing Of
Grout Truck Operator
$13.69
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Head Operator
$24.91
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Technician
$19.33
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Tv Truck Operator
$20.45
1
View
Sewer Et Water Systems By
Remote Control
King
Insulation Applicators
Journey Level
$64.94
7A
4C
T
View
King
Ironworkers
Journeyman
$75.23
7N
10
View
King
Laborers
Air, Gas Or Electric Vibrating
$52.39
7A
4V
8Y
View
Screed
King
Laborers
Airtrac Drill Operator
$54.01
7A
4V
8Y
View
King
Laborers
Ballast Regular Machine
$52.39
7A
4V
8Y
View
King
Laborers
Batch Weighman
$44.40
7A
4V
8Y
View
King
Laborers
Brick Pavers
$52.39
7A
4V
8Y
View
King
Laborers
Brush Cutter
$52.39
7A
4V
8Y
View
King
Laborers
Brush Hog Feeder
$52.39
7A
4V
8Y
View
King
Laborers
Burner
$52.39
7A
4V
8Y
View
King
Laborers
Caisson Worker
$54.01
7A
4V
8Y
View
King
Laborers
Carpenter Tender
$52.39
7A
4V
8Y
View
King
Laborers
Cement Dumper -paving
$53.35
7A
4V
8Y
View
King
Laborers
Cement Finisher Tender
$52.39
7A
4V
8Y
View
King
Laborers
Change House Or Dry Shack
$52.39
7A
4V
8Y
View
King
Laborers
Chipping Gun (30 Lbs. And
$53.35
7A
4V
8Y
View
Over)
King
Laborers
Chipping Gun (Under 30 Lbs.)
$52.39
7A
4V
8Y
View
King
Laborers
Choker Setter
$52.39
7A
4V
8Y
View
King
Laborers
Chuck Tender
$52.39
7A
4V
8Y
View
King
Laborers
Clary Power Spreader
$53.35
7A
4V
8Y
View
King
Laborers
Clean-up Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Concrete Dumper/Chute
$53.35
7A
4V
8Y
View
Operator
King
Laborers
Concrete Form Stripper
$52.39
7A
4V
8Y
View
King
Laborers
Concrete Placement Crew
$53.35
7A
4V
8Y
View
King
Laborers
Concrete Saw Operator/Core
$53.35
7A
4V
8Y
View
Driller
King
Laborers
Crusher Feeder
$44.40
7A
4V
8Y
View
King
Laborers
Curing Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Demolition: Wrecking Et Moving
$52.39
7A
4V
8Y
View
(Incl. Charred Material)
King
Laborers
Ditch Digger
$52.39
7A
4V
8Y
View
King
Laborers
Diver
$54.01
7A
4V
8Y
View
King
Laborers
Drill Operator (Hydraulic,
$53.35
7A
4V
8Y
View
Diamond)
King
Laborers
Dry Stack Walls
$52.39
7A
4V
8Y
View
King
Laborers
Dump Person
$52.39
7A
4V
8Y
View
King
Laborers
Epoxy Technician
$52.39
7A
4V
8Y
View
King
Laborers
Erosion Control Worker
$52.39
7A
4V
8Y
View
King
Laborers
Faller Et Bucker Chain Saw
$53.35
7A
4V
8Y
View
King
Laborers
Fine Graders
$52.39
7A
4V
8Y
View
King
Laborers
Firewatch
$44.40
7A
4V
8Y
View
King
Laborers
Form Setter
$52.39
7A
4V
8Y
View
King
Laborers
Gabian Basket Builders
$52.39
7A
4V
8Y
View
King
Laborers
General Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Grade Checker Et Transit Person
$54.01
7A
4V
8Y
View
King
Laborers
Grinders
$52.39
7A
4V
8Y
View
King
Laborers
Grout Machine Tender
$52.39
7A
4V
8Y
View
King
Laborers
Groutmen (Pressure) Including
$53.35
7A
4V
8Y
View
Post Tension Beams
King
Laborers
Guardrail Erector
$52.39
7A
4V
8Y
View
King
Laborers
Hazardous Waste Worker (Level
$54.01
7A
4V
8Y
View
A)
King
Laborers
Hazardous Waste Worker (Level
$53.35
7A
4V
8Y
View
B)
King
Laborers
Hazardous Waste Worker (Level
$52.39
7A
4V
8Y
View
C)
King
Laborers
High Scaler
$54.01
7A
4V
8Y
View
King
Laborers
Jackhammer
$53.35
7A
4V
8Y
View
King
Laborers
Laserbeam Operator
$53.35
7A
4V
8Y
View
King
Laborers
Maintenance Person
$52.39
7A
4V
8Y
View
King
Laborers
Manhole Builder-Mudman
$53.35
7A
4V
8Y
View
King
Laborers
Material Yard Person
$52.39
7A
4V
8Y
View
King
Laborers
Motorman -Dinky Locomotive
$53.35
7A
4V
8Y
View
King
Laborers
Nozzleman (Concrete Pump,
$53.35
7A
4V
8Y
View
Green Cutter When Using
Combination Of High Pressure
Air Et Water On Concrete Et
Rock, Sandblast, Gunite,
Shotcrete, Water Blaster,
Vacuum Blaster)
King
Laborers
Pavement Breaker
$53.35
7A
4V
8Y
View
King
Laborers
Pilot Car
$44.40
7A
4V
8Y
View
King
Laborers
Pipe Layer Lead
$54.01
7A
4V
8Y
View
King
Laborers
Pipe Layer/Tailor
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Pot Tender
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Reliner
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Wrapper
$53.35
7A
4V
8Y
View
King
Laborers
Pot Tender
$52.39
7A
4V
8Y
View
King
Laborers
Powderman
$54.01
7A
4V
8Y
View
King
Laborers
Powderman's Helper
$52.39
7A
4V
8Y
View
King
Laborers
Power Jacks
$53.35
7A
4V
8Y
View
King
Laborers
Railroad Spike Puller - Power
$53.35
7A
4V
8Y
View
King
Laborers
Raker - Asphalt
$54.01
7A
4V
8Y
View
King
Laborers
Re-timberman
$54.01
7A
4V
8Y
View
King
Laborers
Remote Equipment Operator
$53.35
7A
4V
8Y
View
King
Laborers
Rigger/Signal Person
$53.35
7A
4V
8Y
View
King
Laborers
Rip Rap Person
$52.39
7A
4V
8Y
View
King
Laborers
Rivet Buster
$53.35
7A
4V
8Y
View
King
Laborers
Rodder
$53.35
7A
4V
8Y
View
King
Laborers
Scaffold Erector
$52.39
7A
4V
8Y
View
King
Laborers
Scale Person
$52.39
7A
4V
8Y
View
King
Laborers
Sloper (Over 20")
$53.35
7A
4V
8Y
View
King
Laborers
Sloper Sprayer
$52.39
7A
4V
8Y
View
King
Laborers
Spreader (Concrete)
$53.35
7A
4V
8Y
View
King
Laborers
Stake Hopper
$52.39
7A
4V
8Y
View
King
Laborers
Stock Piler
$52.39
7A
4V
8Y
View
King
Laborers
Swinging Stage/Boatswain
$44.40
7A
4V
8Y
View
Chair
King
Laborers
Tamper Et Similar Electric, Air
$53.35
7A
4V
8Y
View
Et Gas Operated Tools
King
Laborers
Tamper (Multiple Et Self-
$53.35
7A
4V
8Y
View
propelled)
King
Laborers
Timber Person - Sewer (Lagger,
$53.35
7A
4V
8Y
View
Shorer Et Cribber)
King
Laborers
Toolroom Person (at Jobsite)
$52.39
7A
4V
8Y
View
King
Laborers
Topper
$52.39
7A
4V
8Y
View
King
Laborers
Track Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Track Liner (Power)
$53.35
7A
4V
8Y
View
King
Laborers
Traffic Control Laborer
$47.48
7A
4V
9C
View
King
Laborers
Traffic Control Supervisor
$50.31
7A
4V
9C
View
King
Laborers
Truck Spotter
$52.39
7A
4V
8Y
View
King
Laborers
Tugger Operator
$53.35
7A
4V
8Y
View
King
Laborers
Tunnel Work -Compressed Air
$129.67
7A
4V
9B
View
Worker 0-30 psi
King
Laborers
Tunnel Work -Compressed Air
$134.70
7A
4V
9B
View
Worker 30.01-44.00 psi
King
Laborers
Tunnel Work -Compressed Air
$138.38
7A
4V
9B
View
Worker 44.01-54.00 psi
King
Laborers
Tunnel Work -Compressed Air
$144.08
7A
4V
9B
View
Worker 54.01-60.00 psi
King
Laborers
Tunnel Work -Compressed Air
$146.20
7A
4V
9B
View
Worker 60.01-64.00 psi
King
Laborers
Tunnel Work -Compressed Air
$151.30
7A
4V
9B
View
Worker 64.01-68.00 psi
King
Laborers
Tunnel Work -Compressed Air
$153.20
7A
4V
9B
View
Worker 68.01-70.00 psi
King
Laborers
Tunnel Work -Compressed Air
$155.20
7A
4V
9B
View
Worker 70.01-72.00 psi
King
Laborers
Tunnel Work -Compressed Air
$157.20
7A
4V
9B
View
Worker 72.01-74.00 psi
King
Laborers
Tunnel Work-Guage and Lock
$54.11
7A
4V
8Y
View
Tender
King
Laborers
Tunnel Work -Miner
$54.11
7A
4V
8Y
View
King
Laborers
Vibrator
$53.35
7A
4V
8Y
View
King
Laborers
Vinyl Seamer
$52.39
7A
4V
8Y
View
King
Laborers
Watchman
$40.36
7A
4V
8Y
View
King
Laborers
Welder
$53.35
7A
4V
8Y
View
King
Laborers
Well Point Laborer
$53.35
7A
4V
8Y
View
King
Laborers
Window Washer/Cleaner
$40.36
7A
4V
8Y
View
King
Laborers - Underground Sewer
General Laborer Et Topman
$52.39
7A
4V
8Y
View
Et Water
King
Laborers - Underground Sewer
Pipe Layer
$53.35
7A
4V
8Y
View
Et Water
King
Landscape Construction
Landscape
$40.36
7A
4V
8Y
View
Construction/Landscaping Or
Planting Laborers
King
Landscape Construction
Landscape Operator
$72.28
7A
3K
8X
View
King
Landscape Maintenance
Groundskeeper
$17.87
1
View
King
Lathers
Journey Level
$64.94
5D
1 H
View
King
Marble Setters
Journey Level
$60.57
7E
1 N
View
King
Metal Fabrication (In Shop).
Journey Level
$40.08
1
View
King
Millwright
Journey Level
$66.44
7A
4C
View
King
Modular Buildings
Cabinet Assembly
$13.69
1
View
King
Modular Buildings
Electrician
$13.69
1
View
King
Modular Buildings
Equipment Maintenance
$13.69
1
View
King
Modular Buildings
Plumber
$13.69
1
View
King
Modular Buildings
Production Worker
$13.69
1
View
King
Modular Buildings
Tool Maintenance
$13.69
1
View
King
Modular Buildings
Utility Person
$13.69
1
View
King
Modular Buildings
Welder
$13.69
1
View
King
Painters
Journey Level
$45.40
6Z
2B
View
King
Pile Driver
Crew Tender
$69.91
7A
4C
View
King
Pile Driver
Crew Tender/Technician
$69.91
7A
4C
View
King
Pile Driver
Hyperbaric Worker -
$80.76
7A
4C
View
Compressed Air Worker 0-30.00
PSI
King
Pile Driver
Hyperbaric Worker -
$85.76
7A
4C
View
Compressed Air Worker 30.01
44.00 PSI
King
Pile Driver
Hyperbaric Worker -
$89.76
7A
4C
View
Compressed Air Worker 44.01 -
54.00 PSI
King
Pile Driver
Hyperbaric Worker -
$94.76
7A
4C
View
Compressed Air Worker 54.01
60.00 PSI
King
Pile Driver
Hyperbaric Worker -
$97.26
7A
4C
View
Compressed Air Worker 60.01 -
64.00 PSI
King
Pile Driver
Hyperbaric Worker -
$102.26
7A
4C
View
Compressed Air Worker 64.01
68.00 PSI
King
Pile Driver
Hyperbaric Worker -
$104.26
7A
4C
View
Compressed Air Worker 68.01
70.00 PSI
King
Pile Driver
Hyperbaric Worker -
$106.26
7A
4C
View
Compressed Air Worker 70.01 -
72.00 PSI
King
Pile Driver
Hyperbaric Worker -
$108.26
7A
4C
View
Compressed Air Worker 72.01
74.00 PSI
King
Pile Driver
Journey Level
$65.19
7A
4C
View
King
Plasterers
Journey Level
$61.67
M
1 R
View
King
Playground It Park Equipment
Journey Level
$13.69
1
View
Installers
King
Plumbers & Pipefitters
Journey Level
$90.69
6Z
1G
View
King
Power Equipment Operators
Asphalt Plant Operators
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Assistant Engineer
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Barrier Machine (zipper)
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Batch Plant Operator: concrete
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Bobcat
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Brokk - Remote Demolition
$69.12
7A
3K
8X
View
Equipment
King
Power Equipment Operators
Brooms
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Bump Cutter
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Cableways
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Chipper
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Compressor
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Concrete Finish Machine -
$69.12
7A
3K
8X
View
Laser Screed
King
Power Equipment Operators
Concrete Pump - Mounted Or
$72.28
7A
3K
8X
View
Trailer High Pressure Line
Pump, Pump High Pressure
King
Power Equipment Operators
Concrete Pump: Truck Mount
$73.49
7A
3K
8X
View
With Boom Attachment Over 42
M
King
Power Equipment Operators
Concrete Pump: Truck Mount
$72.84
7A
3K
8X
View
With Boom Attachment Up To
42m
King
Power Equipment Operators
Conveyors
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Cranes friction: 200 tons and
$75.72
7A
3K
8X
View
over
King
Power Equipment Operators
Cranes: 100 tons through 199
$74.22
7A
3K
8X
View
tons, or 150' of boom
(including jib with
attachments)
King
Power Equipment Operators
Cranes: 20 Tons Through 44
$72.84
7A
3K
8X
View
Tons With Attachments
King
Power Equipment Operators
Cranes: 200 tons- 299 tons, or
$74.99
7A
3K
8X
View
250' of boom including jib with
attachments
King
Power Equipment Operators
Cranes: 300 tons and over or
$75.72
7A
3K
8X
View
300' of boom including jib with
attachments
King
Power Equipment Operators
Cranes: 45 Tons Through 99
$73.49
7A
3K
8X
View
Tons, Under 150' Of Boom
(including Jib With
Attachments)
King
Power Equipment Operators
Cranes: A -frame - 10 Tons And
$69.12
7A
3K
8X
View
Under
King
Power Equipment Operators
Cranes: Friction cranes through
$74.99
7A
3K
8X
View
199 tons
King
Power Equipment Operators
Cranes: through 19 tons with
$72.28
7A
3K
8X
View
attachments, A -frame over 10
tons
King
Power Equipment Operators
Crusher
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Deck Engineer/Deck Winches
$72.84
7A
3K
8X
View
(power)
King
Power Equipment Operators
Derricks, On Building Work
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Dozers D-9 Ft Under
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Drill Oilers: Auger Type, Truck
$72.28
7A
3K
8X
View
Or Crane Mount
King
Power Equipment Operators
Drilling Machine
$74.22
7A
3K
8X
View
King
Power Equipment Operators
Elevator And Man -lift:
$69.12
7A
3K
8X
View
Permanent And Shaft Type
King
Power Equipment Operators
Finishing Machine, Bidwell And
$72.84
7A
3K
8X
View
Gamaco Et Similar Equipment
King
Power Equipment Operators
Forklift: 3000 Lbs And Over
$72.28
7A
3K
8X
View
With Attachments
King
Power Equipment Operators
Forklifts: Under 3000 Lbs. With
$69.12
7A
3K
8X
View
Attachments
King
Power Equipment Operators
Grade Engineer: Using Blue
$72.84
7A
3K
8X
View
Prints, Cut Sheets, Etc
King
Power Equipment Operators
Gradechecker/Stakeman
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Guardrail Punch
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Hard Tail End Dump
$73.49
7A
3K
8X
View
Articulating Off- Road
Equipment 45 Yards. &t Over
King
Power Equipment Operators
Hard Tail End Dump
$72.84
7A
3K
8X
View
Articulating Off -road
Equipment Under 45 Yards
King
Power Equipment Operators
Horizontal/Directional Drill
$72.28
7A
3K
8X
View
Locator
King
Power Equipment Operators
Horizontal/Directional Drill
$72.84
7A
3K
8X
View
Operator
King
Power Equipment Operators
Hydralifts/Boom Trucks Over
$72.28
7A
3K
8X
View
10 Tons
King
Power Equipment Operators
Hydralifts/Boom Trucks, 10
$69.12
7A
3K
8X
View
Tons And Under
King
Power Equipment Operators
Loader, Overhead 8 Yards. Ft
$74.22
7A
3K
8X
View
Over
King
Power Equipment Operators
Loader, Overhead, 6 Yards. But
$73.49
7A
3K
8X
View
Not Including 8 Yards
King
Power Equipment Operators
Loaders, Overhead Under 6
$72.84
7A
3K
8X
View
Yards
King
Power Equipment Operators
Loaders, Plant Feed
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Loaders: Elevating Type Belt
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Locomotives, All
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Material Transfer Device
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Mechanics, All (leadmen -
$74.22
7A
3K
8X
View
$0.50 Per Hour Over Mechanic)
King
Power Equipment Operators
Motor Patrol Graders
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Mucking Machine, Mole, Tunnel
$73.49
7A
3K
8X
View
Drill, Boring, Road Header
And/or Shield
King
Power Equipment Operators
Oil Distributors, Blower
$69.12
7A
3K
8X
View
Distribution E. Mulch Seeding
Operator
King
Power Equipment Operators
Outside Hoists (Elevators And
$72.28
7A
3K
8X
View
Manlifts), Air Tuggers, Strato
King
Power Equipment Operators
Overhead, Bridge Type Crane:
$72.84
7A
3K
8X
View
20 Tons Through 44 Tons
King
Power Equipment Operators
Overhead, Bridge Type: 100
$74.22
7A
3K
8X
View
Tons And Over
King
Power Equipment Operators
Overhead, Bridge Type: 45 Tons
$73.49
7A
3K
8X
View
Through 99 Tons
King
Power Equipment Operators
Pavement Breaker
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Pile Driver (other Than Crane
$72.84
7A
3K
8X
View
Mount)
King
Power Equipment Operators
Plant Oiler - Asphalt, Crusher
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Posthole Digger, Mechanical
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Power Plant
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Pumps - Water
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Quad 9, Hd 41, D10 And Over
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Quick Tower - No Cab, Under
$69.12
7A
3K
8X
View
100 Feet In Height Based To
Boom
King
Power Equipment Operators
Remote Control Operator On
$73.49
7A
3K
8X
View
Rubber Tired Earth Moving
Equipment
King
Power Equipment Operators
Rigger and Bellman
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Rigger/Signal Person, Bellman
$72.28
7A
3K
8X
View
(Certified)
King
Power Equipment Operators
Rollagon
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Roller, Other Than Plant Mix
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Roller, Plant Mix Or Multi -lift
$72.28
7A
3K
8X
View
Materials
King
Power Equipment Operators
Roto-mill, Roto-grinder
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Saws - Concrete
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Scraper, Self Propelled Under
$72.84
7A
3K
8X
View
45 Yards
King
Power Equipment Operators
Scrapers - Concrete Et Carry All
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Scrapers, Self-propelled: 45
$73.49
7A
3K
8X
View
Yards And Over
King
Power Equipment Operators
Service Engineers - Equipment
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Shotcrete/Gunite Equipment
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Shovel, Excavator, Backhoe,
$72.28
7A
3K
8X
View
Tractors Under 15 Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoe:
$73.49
7A
3K
8X
View
Over 30 Metric Tons To 50
Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes,
$72.84
7A
3K
8X
View
Tractors: 15 To 30 Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes:
$74.22
7A
3K
8X
View
Over 50 Metric Tons To 90
Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes:
$74.99
7A
3K
8X
View
Over 90 Metric Tons
King
Power Equipment Operators
Slipform Pavers
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Spreader, Topsider Et
$73.49
7A
3K
8X
View
Screedman
King
Power Equipment Operators
Subgrader Trimmer
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Tower Bucket Elevators
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Tower Crane Up To 175' In
$74.22
7A
3K
8X
View
Height Base To Boom
King
Power Equipment Operators
Tower Crane: over 175'
$74.99
7A
3K
8X
View
through 250' in height, base to
boom
King
Power Equipment Operators
Tower Cranes: over 250' in
$75.72
7A
3K
8X
View
height from base to boom
King
Power Equipment Operators
Transporters, All Track Or Truck
$73.49
7A
3K
8X
View
Type
King
Power Equipment Operators
Trenching Machines
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Truck Crane Oiler/driver - 100
$72.84
7A
3K
8X
View
Tons And Over
King
Power Equipment Operators
Truck Crane Oiler/Driver Under
$72.28
7A
3K
8X
View
100 Tons
King
Power Equipment Operators
Truck Mount Portable Conveyor
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Welder
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Wheel Tractors, Farman Type
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Yo Yo Pay Dozer
$72.84
7A
3K
8X
View
King
Power Equipment Operators-
Asphalt Plant Operators
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Assistant Engineer
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Barrier Machine (zipper)
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Batch Plant Operator, Concrete
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Bobcat
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Brokk - Remote Demolition
$69.12
7A
3K
8X
View
Underground Sewer Et Water
Equipment
King
Power Equipment Operators-
Brooms
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Bump Cutter
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Cableways
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Chipper
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Compressor
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Concrete Finish Machine -
$69.12
7A
3K
8X
View
Underground Sewer Et Water
Laser Screed
King
Power Equipment Operators-
Concrete Pump - Mounted Or
$72.28
7A 3K 8X View
Underground Sewer Et Water
Trailer High Pressure Line
Pump, Pump High Pressure
King
Power Equipment Operators-
Concrete Pump: Truck Mount
$73.49
7A 3K 8X View
Underground Sewer Et Water
With Boom Attachment Over 42
M
King
Power Equipment Operators-
Concrete Pump: Truck Mount
$72.84
7A 3K 8X View
Underground Sewer Et Water
With Boom Attachment Up To
42m
King
Power Equipment Operators-
Conveyors
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Cranes friction: 200 tons and
$75.72
7A 3K 8X View
Underground Sewer Et Water
over
King
Power Equipment Operators-
Cranes: 100 tons through 199
$74.22
7A 3K 8X View
Underground Sewer Et Water
tons, or 150' of boom
(including jib with
attachments)
King
Power Equipment Operators-
Cranes: 20 Tons Through 44
$72.84
7A 3K 8X View
Underground Sewer Et Water
Tons With Attachments
King
Power Equipment Operators-
Cranes: 200 tons- 299 tons, or
$74.99
7A 3K 8X View
Underground Sewer Et Water
250' of boom including jib with
attachments
King
Power Equipment Operators-
Cranes: 300 tons and over or
$75.72
7A 3K 8X View
Underground Sewer Et Water
300' of boom including jib with
attachments
King
Power Equipment Operators-
Cranes: 45 Tons Through 99
$73.49
7A 3K 8X View
Underground Sewer Et Water
Tons, Under 150' Of Boom
(including Jib With
Attachments)
King
Power Equipment Operators-
Cranes: A -frame - 10 Tons And
$69.12
7A 3K 8X View
Underground Sewer Et Water
Under
King
Power Equipment Operators-
Cranes: Friction cranes through
$74.99
7A 3K 8X View
Underground Sewer Et Water
199 tons
King
Power Equipment Operators-
Cranes: through 19 tons with
$72.28
7A 3K 8X View
Underground Sewer Et Water
attachments, A -frame over 10
tons
King
Power Equipment Operators-
Crusher
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Deck Engineer/Deck Winches
$72.84
7A 3K 8X View
Underground Sewer Et Water
(power)
King
Power Equipment Operators-
Derricks, On Building Work
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Dozers D-9 Et Under
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Drill Oilers: Auger Type, Truck
$72.28
7A 3K 8X View
Underground Sewer Et Water
Or Crane Mount
King
Power Equipment Operators-
Drilling Machine
$74.22
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Elevator And Man -lift:
$69.12
7A 3K 8X View
Underground Sewer Et Water
Permanent And Shaft Type
King
Power Equipment Operators-
Finishing Machine, Bidwell And
$72.84
7A 3K 8X View
Underground Sewer Et Water
Gamaco Et Similar Equipment
King
Power Equipment Operators-
Forklift: 3000 Lbs And Over
$72.28
7A 3K 8X View
Underground Sewer Et Water
With Attachments
King
Power Equipment Operators-
Forklifts: Under 3000 Lbs. With
$69.12
7A 3K 8X View
Underground Sewer Et Water
Attachments
King
Power Equipment Operators-
Grade Engineer: Using Blue
$72.84
7A 3K 8X View
Underground Sewer Et Water
Prints, Cut Sheets, Etc
King
Power Equipment Operators-
Gradechecker/Stakeman
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Guardrail Punch
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Hard Tail End Dump
$73.49
7A 3K 8X View
Underground Sewer Et Water
Articulating Off- Road
Equipment 45 Yards. Et Over
King
Power Equipment Operators-
Hard Tail End Dump
$72.84
7A 3K 8X View
Underground Sewer Et Water
Articulating Off -road
Equipment Under 45 Yards
King
Power Equipment Operators-
Horizontal/Directional Drill
$72.28
7A 3K 8X I View
Underground Sewer Et Water
Locator
King
Power Equipment Operators-
Horizontal/Directional Drill
$72.84
7A 3K 8X View
Underground Sewer Et Water
Operator
King
Power Equipment Operators-
Hydralifts/Boom Trucks Over
$72.28
7A 3K 8X View
Underground Sewer Et Water
10 Tons
King
Power Equipment Operators-
Hydralifts/Boom Trucks, 10
$69.12
7A 3K 8X View
Underground Sewer Et Water
Tons And Under
King
Power Equipment Operators-
Loader, Overhead 8 Yards. Et
$74.22
7A 3K 8X View
Underground Sewer Et Water
Over
King
Power Equipment Operators-
Loader, Overhead, 6 Yards. But
$73.49
7A 3K 8X View
Underground Sewer Et Water
Not Including 8 Yards
King
Power Equipment Operators-
Loaders, Overhead Under 6
$72.84
7A 3K 8X View
Underground Sewer Et Water
Yards
King
Power Equipment Operators-
Loaders, Plant Feed
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Loaders: Elevating Type Belt
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Locomotives, All
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Material Transfer Device
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Mechanics, All (leadmen -
$74.22
7A 3K 8X View
Underground Sewer Et Water
$0.50 Per Hour Over Mechanic)
King
Power Equipment Operators-
Motor Patrol Graders
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Mucking Machine, Mole, Tunnel
$73.49
7A 3K 8X View
Underground Sewer Et Water
Drill, Boring, Road Header
And/or Shield
King
Power Equipment Operators-
Oil Distributors, Blower
$69.12
7A 3K 8X View
Underground Sewer Et Water
Distribution Et Mulch Seeding
I
Operator
King
Power Equipment Operators-
Outside Hoists (Elevators And
$72.28
7A 3K 8X View
Underground Sewer Et Water
Manlifts), Air Tuggers, Strato
King
Power Equipment Operators-
Overhead, Bridge Type Crane:
$72.84
7A 3K 8X View
Underground Sewer Et Water
20 Tons Through 44 Tons
King
Power Equipment Operators-
Overhead, Bridge Type: 100
$74.22
7A 3K 8X View
Underground Sewer Et Water
Tons And Over
King
Power Equipment Operators-
Overhead, Bridge Type: 45 Tons
$73.49
7A 3K 8X View
Underground Sewer Et Water
Through 99 Tons
King
Power Equipment Operators-
Pavement Breaker
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Pile Driver (other Than Crane
$72.84
7A 3K 8X View
Underground Sewer Et Water
Mount)
King
Power Equipment Operators-
Plant Oiler - Asphalt, Crusher
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Posthole Digger, Mechanical
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Power Plant
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Pumps - Water
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Quad 9, Hd 41, D10 And Over
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Quick Tower - No Cab, Under
$69.12
7A 3K 8X View
Underground Sewer Et Water
100 Feet In Height Based To
Boom
King
Power Equipment Operators-
Remote Control Operator On
$73.49
7A 3K 8X View
Underground Sewer Et Water
Rubber Tired Earth Moving
Equipment
King
Power Equipment Operators-
Rigger and Bellman
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Rigger/Signal Person, Bellman
$72.28
7A 3K 8X View
Underground Sewer Et Water
(Certified)
King
Power Equipment Operators-
Rollagon
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Roller, Other Than Plant Mix
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Roller, Plant Mix Or Multi -lift
$72.28
7A 3K 8X View
Underground Sewer Et Water
Materials
King
Power Equipment Operators-
Roto-mill, Roto-grinder
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Saws - Concrete
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Scraper, Self Propelled Under
$72.84
7A 3K 8X View
Underground Sewer Et Water
45 Yards
King
Power Equipment Operators-
Scrapers - Concrete Et Carry All
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Scrapers, Self-propelled: 45
$73.49
7A 3K 8X View
Underground Sewer Et Water
Yards And Over
King
Power Equipment Operators-
Service Engineers - Equipment
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Shotcrete/Gunite Equipment
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Shovel, Excavator, Backhoe,
$72.28
7A 3K 8X View
Underground Sewer Et Water
Tractors Under 15 Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoe:
$73.49
7A 3K 8X View
Underground Sewer Et Water
Over 30 Metric Tons To 50
Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes,
$72.84
7A 3K 8X View
Underground Sewer Et Water
Tractors: 15 To 30 Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes:
$74.22
7A 3K 8X View
Underground Sewer Et Water
Over 50 Metric Tons To 90
Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes:
$74.99
7A
3K
8X
View
Underground Sewer Et Water
Over 90 Metric Tons
King
Power Equipment Operators-
Slipform Pavers
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Spreader, Topsider Et
$73.49
7A
3K
8X
View
Underground Sewer Et Water
Screedman
King
Power Equipment Operators-
Subgrader Trimmer
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Tower Bucket Elevators
$72.28
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Tower Crane Up To 175' In
$74.22
7A
3K
8X
View
Underground Sewer Et Water
Height Base To Boom
King
Power Equipment Operators-
Tower Crane: over 175'
$74.99
7A
3K
8X
View
Underground Sewer Et Water
through 250' in height, base to
boom
King
Power Equipment Operators-
Tower Cranes: over 250' in
$75.72
7A
3K
8X
View
Underground Sewer Et Water
height from base to boom
King
Power Equipment Operators-
Transporters, All Track Or Truck
$73.49
7A
3K
8X
View
Underground Sewer Et Water
Type
King
Power Equipment Operators-
Trenching Machines
$72.28
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Truck Crane Oiler/driver - 100
$72.84
7A
3K
8X
View
Underground Sewer Et Water
Tons And Over
King
Power Equipment Operators-
Truck Crane Oiler/Driver Under
$72.28
7A
3K
8X
View
Underground Sewer Et Water
100 Tons
King
Power Equipment Operators-
Truck Mount Portable Conveyor
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Welder
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Wheel Tractors, Farmall Type
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Yo Yo Pay Dozer
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Line Clearance Tree
Journey Level In Charge
$53.10
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Spray Person
$50.40
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Equipment Operator
$53.10
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Trimmer
$47.48
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Trimmer Groundperson
$36.10
5A
4A
View
Trimmers
King
Refrigeration Et Air
Journey Level
$85.51
6Z
1G
View
Conditioning Mechanics
King
Residential Brick Mason
Journey Level
$60.57
7E
1 N
View
King
Residential Carpenters
Journey Level
$36.44
1
View
King
Residential Cement Masons
Journey Level
$46.64
1
View
King
Residential Drywall Applicators
Journey Level
$64.94
7A
4C
View
King
Residential Drywall Tapers
Journey Level
$35.95
1
View
King
Residential Electricians
Journey Level
$83.05
7C
4E
View
King
Residential Glaziers
Journey Level
$27.62
1
View
King
Residential Insulation
Journey Level
$24.43
1
View
Applicators
King
Residential Laborers
Journey Level
$29.73
1
View
King
Residential Marble Setters
Journey Level
$15.12
1
View
King
Residential Painters
Journey Level
$23.37
1
View
King
Residential Plumbers Et
Journey Level
$90.69
6Z
1G
View
Pipefitters
King
Residential Refrigeration Et Air
Journey Level
$85.51
6Z
1G
View
Conditioning Mechanics
King
Residential Sheet Metal
Journey Level
$89.61
7F
1 E
View
Workers
King
Residential Soft Floor Layers
Journey Level
$15.12
1
View
King
Residential Sprinkler Fitters
Journey Level
$40.70
1
View
_(Fire Protection).
King
Residential Stone Masons
Journey Level
$15.12
1
View
King
Residential Terrazzo Workers
Journey Level
$55.71
7E
1 N
View
King
Residential Terrazzo/Tile
Journey Level
$24.39
1
View
Finishers
King
Residential Tile Setters
Journey Level
$21.04
1
View
King
Roofers
Journey Level
$55.55
5A
3H
View
King
Roofers
Using Irritable Bituminous
$58.55
5A
3H
View
Materials
King
Sheet Metal Workers
Journey Level (Field or Shop)
$89.61
7F
1 E
View
King
Shipbuilding Et Ship Repair
New Construction Boilermaker
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Carpenter
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Crane
$36.36
7V
1
View
Operator
King
Shipbuilding Et Ship Repair
New Construction Electrician
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Heat Et Frost
$79.43
5J
4H
View
Insulator
King
Shipbuilding Et Ship Repair
New Construction Laborer
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Machinist
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Operating
$36.36
7V
1
View
Engineer
King
Shipbuilding Et Ship Repair
New Construction Painter
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Pipefitter
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Rigger
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Sheet Metal
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Shipfitter
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction
$36.36
7V
1
View
Warehouse/Teamster
King
Shipbuilding Et Ship Repair
New Construction Welder /
$36.36
7V
1
View
Burner
King
Shipbuilding Et Ship Repair
Ship Repair Boilermaker
$46.15
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Carpenter
$44.95
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Crane Operator
$45.06
7Y
4K
View
King
Shipbuilding Et Ship Repair
Ship Repair Electrician
$47.42
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Heat Et Frost
$79.43
5J
4H
I I View
Insulator
King
Shipbuilding Et Ship Repair
Ship Repair Laborer
$46.15
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Machinist
$46.15
7X
4.1
View
King
Shipbuilding Et Ship Repair
Ship Repair Operating Engineer
$45.06
7Y
4K
View
King
Shipbuilding Et Ship Repair
Ship Repair Painter
$46.15
7X
4.1
View
King
Shipbuilding Et Ship Repair
Ship Repair Pipefitter
$46.15
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Rigger
$46.15
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Sheet Metal
$46.15
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Shipwright
$44.95
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Warehouse /
$45.06
7Y
4K
View
Teamster
King
Sign Makers Et Installers
Journey Level
$49.44
0
1
View
.(Electrical).
King
Sign Makers Et Installers (Non-
Journey Level
$31.96
0
1
View
Electrical).
King
Soft Floor Layers
Journey Level
$51.07
5A
3.
View
King
Solar Controls For Windows
Journey Level
$13.69
1
View
King
Sprinkler Fitters (Fire
Journey Level
$84.39
5C
1X
View
Protection)
King
Stage Rigging Mechanics (Non
Journey Level
$13.69
1
View
Structural)
King
Stone Masons
Journey Level
$60.57
7E
1 N
View
King
Street And Parking Lot Sweeper
Journey Level
$19.09
1
View
Workers
King
Surveyors
Assistant Construction Site
$72.28
7A
3K
8X View
Surveyor
King
Surveyors
Chainman
$69.12
7A
3K
8X View
King
Surveyors
Construction Site Surveyor
$73.49
7A
3K
8X View
King
Telecommunication Technicians
Journey Level
$53.57
7E
1 E
View
King
Telephone Line Construction -
Cable Splicer
$41.81
5A
2B
View
Outside
King
Telephone Line Construction -
Hole Digger/Ground Person
$23.53
5A
2B
View
Outside
King
Telephone Line Construction -
Installer (Repairer)
$40.09
5A
2B
View
Outside
King
Telephone Line Construction -
Special Aparatus Installer 1
$41.81
5A
2B
View
Outside
King
Telephone Line Construction -
Special Apparatus Installer II
$40.99
5A
2B
View
Outside
King
Telephone Line Construction -
Telephone Equipment Operator
$41.81
5A
2B
View
Outside
(Heavy)
King
Telephone Line Construction -
Telephone Equipment Operator
$38.92
5A
2B
View
Outside
(Light)
King
Telephone Line Construction -
Telephone Lineperson
$38.92
5A
2B
View
Outside
King
Telephone Line Construction -
Television Groundperson
$22.32
5A
2B
View
Outside
King
Telephone Line Construction -
Television Lineperson/Installer
$29.60
5A
2B
View
Outside
King
Telephone Line Construction -
Television System Technician
$35.20
5A
2B
I View
Outside
King
Telephone Line Construction -
Television Technician
Outside
King
Telephone Line Construction -
Tree Trimmer
Outside
King
Terrazzo Workers
Journey Level
King
Tile Setters
Journey Level
King
Tile, Marble Et Terrazzo
Finisher
Finishers
King
Traffic Control Stripers
Journey Level
King
Truck Drivers
Asphalt Mix Over 16 Yards
King
Truck Drivers
Asphalt Mix To 16 Yards
King
Truck Drivers
Dump Truck
King
Truck Drivers
Dump Truck Et Trailer
King
Truck Drivers
Other Trucks
King
Truck Drivers - Ready Mix
Transit Mix
King
Well Drillers Et Irrigation Pump
Irrigation Pump Installer
Installers
King
Well Drillers Et Irrigation Pump
Oiler
Installers
King
Well Drillers Et Irrigation Pump
Well Driller
Installers
$31.67
5A
2B
View
$38.92
5A
2B
View
$55.71
7E
1 N
View
$55.71
7E
1 N
View
$46.54
7E
1 N
View
$49.13
7A
1 K
View
$64.55
5D
4Y
8L
View
$63.71
5D
4Y
8L
View
$63.71
5D
4Y
8L
View
$64.55
5D
4Y
8L
View
$64.55
5D
4Y
8L
View
$64.55
5D
4Y
8L
View
$17.71
1
View
$13.69 1 View
$18.00 1 View
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate
must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for
the worker.
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly
rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly
rate of wage.
G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four -
ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten
(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment
breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through
Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through
Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on holidays shall be paid at double the hourly rate of wage.
M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.
All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
1
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times
the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime
hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day
shall be paid at three times the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the
employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid
at double the hourly rate of wage.
X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on
Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the
workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or
40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours
worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
holidays shall be paid at two times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday
pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.
G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays
shall be paid at two and one-half times the hourly rate of wage including holiday pay.
H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall
be paid at one and one-half times the hourly rate of wage.
O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage.
R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four -day, ten-
hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall
be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and
one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays
shall be paid at double the hourly rate of wage.
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours
worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday
and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and
midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall
have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given
to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked
eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such
time as the employee has had a break of eight (8) hours or more.
C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate
of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at
the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of
straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid
at double the hourly wage rate.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly
rate of wage.
C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at
one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday
due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday
may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked
on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
4
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates
include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distribution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times
the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times
the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays
and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four -day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four -
day, ten hour work week, and Saturday shall be paid at one and one half (1'/2) times the regular shift rate for the first
eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the
hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid
at three times the hourly rate of wage.
I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
4. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work
less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the
hourly rate.
N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM)
every day shall be paid at double the hourly rate of wage.
O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of
wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all
additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6)
hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage.
P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage.
Q. The first four (4) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is
the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays shall be paid at double the hourly rate of wage.
T. The first two (2) hours of overtime for hours worked Monday -Friday shall be paid at one and one-half times the hourly
rate of wage. All hours worked in excess of ten (10) hours per day shall be paid at double the hourly rate of wage. All
hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which
is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the
hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which
was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage.
U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
4. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or
outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and
one-half (1 ''/z) the straight time rate.
In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All
work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x)
the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be
a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight
(8) hours.
W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time
shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break
of eight (8) hours.
X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established
when considered necessary by the Employer.
The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022),
that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour
schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work
performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one-
half the straight time rate.
When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight
time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of
work.
When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
4. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work
performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of
pay.
Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour
for all hours worked that shift.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
ZOvertime Calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly
rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually
provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40)
HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. All
hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate
of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on
holidays shall be paid at double the hourly rate of wage.
Holidav Codes
A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, and Christmas Day (7).
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the day before Christmas, and Christmas Day (8).
C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8).
H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day,
And Christmas (6).
I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6).
Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day,
Christmas Eve Day, And Christmas Day (7).
K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9).
L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday after Thanksgiving Day, And Christmas Day (8).
N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day,
Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).
8
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday
After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The
Following Monday Shall Be Considered As A Holiday.
Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas
Day (6).
R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8).
E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half -
Day On Christmas Eve Day. (9 1/2).
G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day,
Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve
Day (11).
H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10).
I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
After Thanksgiving Day, And Christmas Day (7).
T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And
Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the
holiday.
A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed
As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
9
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday
on the preceding Friday.
D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
10
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day
after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the
following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day
after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed
as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a
holiday and compensated accordingly.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day
after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation
shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed
as a holiday on the preceding Friday.
V. Holidays: New Year's Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered
a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year's Day, and a Floating Holiday.
X. Holidays: New Year's Day, Day before or after New Year's Day, Presidents' Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
11
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
Z. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a
holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) Any holiday which falls on a Sunday shall
be observed as a holiday on the following Monday.
B. Holidays: New Year's Day, Martin Luther King Jr. Day, President's Day, Memorial Day, Independence Day, Labor
Day, Veteran's Day, Thanksgiving Day, and Christmas Day. (9)
C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8)
D. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
after Thanksgiving Day, Christmas Day, and the day after Christmas.
E. Holidays: the day before New Years's Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial
Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before
Christmas, and Christmas Day. (12)
Note Codes
8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:
$0.50.
N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25.
P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50,
Class C Suit: $1.00, And Class D Suit $0.50.
Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,
2012.
12
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Note Codes Continued
8. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
10l' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet.
Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600'
- $1.50 per foot beginning at 300'. Over 600' - $2.00 per foot beginning at 600'.
W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
13
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Note Codes Continued
8. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) — 130' to 199' — $0.50 per hour over their classification rate.
(B) — 200' to 299' — $0.80 per hour over their classification rate.
(C) — 300' and over — $1.00 per hour over their classification rate.
B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
14
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Note Codes Continued
D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.
F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere
abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
15