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HomeMy WebLinkAboutCAG2020-020 - Original - WA State Dept of Ecology - Lower Russell Levee Setback Project - 01/21/2020 Agreement Routing Form • For Approvals,Signatures and Records Management This form combines&replaces the Request for Mayor's Signature and Contract Cover Sheet forms. K EN T W A 5�I N c T o N (Print on pink or cherry colored paper) Originator: Department: Cheryl Viseth for Toby Hallock Public Works-Environmental Date Sent: Date Required: > 1/7/2020 1/13/2020 0 a- Q Authorized to Sign: Date of Council Approval: C ❑ Director or Designee 0 Mayor N/A Budget Account Number: Grant? ❑Yes El No D20079 Type: Vendor Name: Category: Department of Ecology, State of WA Application Vendor Number: Sub-Category: 56453 Other 0 Z Project Name: Lower Russell Levee Setback Project E L Project Details:KC plans to install a pump system in the back water habitat area to prevent it from filling in and will submit the permit, be the permit holder&pay the fees.They need the Mayor's signature as the landowner. C GJ E Agreement Amount: nla Basis for Selection of Contractor: W i Start Date: Termination Date: p1 Q Local Business? ❑Yes ❑ No* *If meets requirements per KCC 3.70.100,please complete"Vendor Purchase-Local Exceptions"form on Cityspace. Notice required prior to disclosure? Contract Number: &oZOAC>— 0o7,O []Yes El No Lower Russell Rd Levee Setback 09-3007.1 Date Re CRF ornk` D Comments: x..� + ' QJ � •> i 0 06EIVED KENT LAW DEPT. tQ C pm Date Routed to the Mayor's Office: 5 rg0"-Z— N City of Kent Date Routed to the City Clerk's Office: C� j f f ice of the Mayor' Visit Documents.KentWA.gov to obtain copies of all agreements For Ecology Use Application for a Water Right Permit (Date Stamp) DEPARTMENT OF ECOLOGY State of Washington A NON-REFUNDABLE MINIMUM FEE OF$50.00 MUST ACCOMPANY THIS APPLICATION FOR THE FOLLOWING: ❑ GROUND WATER ® SURFACE WATER ❑ PERMANENT ❑ SHORT TERM ❑ TEMPORARY NO FEE REQUIRED FOR THE FOLLOWING: ❑DROUGHT ❑ COST REIMBURSEMENT Follow the attached instructions. Attach additional sheets as necessary. Section 1. APPLICANT ® I have participated in a pre-application conference with Ecology. Applicant/Business Name: Kerry Bauman/King County River and Phone No: Other No: Floodplain Management 206-477-4637 Address:201 South Jackson Street, Suite 600 City: Seattle State:WA Zip:98104 Email Address(if available):kerry.bauman@kingcounty.gov Contact Name(if different from above): Phone No: Other No: Relationship to Applicant: Address: City: State: Zip: Email Address(if available): Legal Land Owner or Part Owner Name of the Proposed Place of Use: Phone No: Other No: City of Kent:Dana Ralph 253-856-5700 Address:220 4'Ave S City: Kent State:WA Zip:98032 Email Address(if available): mayor@kentwa.gov For Ecology Use APPLICATION NO: SEPA:Exempt/Not Exempt Fee Paid: Check No: ECY Coding:001-001-WR1-0285-0000 1 1 Date Returned By Priority Date By WRIA: Pre-application interviewer: ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360-407-6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTYat 877-833-6341. 1 Section 2. STATEMENT OF INTENT Do you own the land on which the proposed point of diversion/withdrawal is located? ❑ YES ®NO If no, do you have legal authority to make this application for use of another's land? ® YES ❑NO Briefly describe the purpose of your proposed project: We propose to withdraw 3 cubic feet per second(1,500 gallons per minute)of surface water from the Lower Green River 24 hours a day,seven days a week,from January 1 through no later than July 15 annually to provide a seasonal water source to a constructed nine-acre backwater embayment in the Green River floodplain,with the purpose of providing rearing and refuge habitat for juvenile salmon,especially ESA-listed Chinook salmon.The end date of withdrawal may vary annually depending on when surface water levels in the Green River have receded enough to create a head differential that results in headcutting through any accumulated sediments in the backwater outlet,thereby providing a surface water connection for rearing fish to exit the backwater to the river,or no later than July 15 if such a connection does not establish by this date. Surface water will be withdrawn at about Rivermile(RM) 18.65,flow through the excavated backwater(or infiltrate),and exit the backwater, returning to the Green River at about RM 18.38.The surface water is intended to: 1)help to minimize sediment deposition in the backwater outlet,2)prevent accumulations of iron-oxidizing bacteria,3)provide surface flow for juvenile Chinook salmon rearing in the backwater,and 4)attract juvenile salmon to the backwater habitat. Anticipated length of time to compete your project: A buried pipe that will convey pumped water from the portable pump to the discharge site in the excavated backwater embayment will be installed during construction of the larger levee setback and habitat restoration project(two-year construction duration in 2020-2021). The portable pump and suction(intake)hose will be installed annually prior to the start of pumping and removed after the end of pumping. Water Use List all purposes for which water will be applied to a beneficial use and list quantity required for each. Purpose(s)of Use Rate(check one box only) Acre-Feet per Period of Use ®Cubic Feet per Second(CFS) Year(AF/YR) (Continuously or Seasonal) ❑Gallons per Minute(GPM) (If known) Seasonal water source for aquatic habitat restoration 3 cfs TOTAL: 3 cfs Short Term/Temporary Water Use Is this a request for a short term project(less than four months and non-recurring)? ❑ YES ® NO Is this request for a temporary permit? ❑YES ®NO If yes to either question above, indicate the dates that the water will be needed: FROM: / / TO: / / Section 3. POINT OF DIVERSION OR WITHDRAWAL (Complete A or B,and C below) A.) If Surface Water Source B.)If Ground Water Source ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360-407-6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTYat 877-833-6341. 2 ❑ Spring❑ Creek® River❑ Lake ❑ Well(s) ❑ Other: ❑ Other: Source Name:Duwamish/Green River Well diameter&depth: Tributary to:Puget Sound Number of proposed points of withdrawal: Do you have an existing well? ❑ YES ❑NO Number of proposed diversion points:I If available,attach Water Well Report and pump test. Do you have an existing diversion? ❑YES ®NO Well Tag ID No. ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360-407-6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTYat 877-833-6341. 3 C.)Point of Diversion/Withdrawal—Legal Description Parcel No. '/4 '/4 Section Township Range County 102204-9191 SE SE 10 22 04 King Lot(s) Block(s) Subdivision 2 If known, enter the distances in feet from the point of diversion or withdrawal to the nearest section corner: Feet(❑North/E] South) and feet(❑ East/❑ West) from the(❑NW❑SW❑NE ❑SE ❑ )corner of Section Parcel No. '/4 '/4 Section Township Range County Lot(s) Block(s) Subdivision If known, enter the distances in feet from the point of diversion or withdrawal to the nearest section corner: feet(❑North/0 South) and feet(❑ East/❑ West) from the(❑NW❑SW❑NE ❑SE ❑ )corner of Section NOTE:If more than two points of diversion/withdrawal attach additional information on a separate sheet of paper. Section 4. PLACE OF USE Attach a copy of the legal description of the property(on which the water will be used)taken from a real estate contract,property deed or title insurance policy, or copy it carefully in the space below. First Parcel(102204-9016):PORTION OF GOVT LOTS 1 &2 IN SE QTR STR 10-22-04 DAF: BEGINNING AT POINT ON E BANK OF WHITE(GREEN)RIVER 126.00 FT NLY FROM NW CORNER OF NEELY DONATION LAND CLAIM AT HIGHWATER MARK ON BANK OF SAID RIVER(BEING MOST SLY CORNER OF TRACT DESCRIBED IN DEED IN VOL 3 PAGES 491 &492--VAN DOREN TRACT)TH N32-22-OOE 363.00 FT TO MOST ELY CORNER OF SAID VAN DOREN TRACT&TPOB TH CONTINUING N32-22-OOE 270.60 FT TO POINT ON NWLY MARGIN OF RUSSELL CO ROAD(BEING MOST ELY CORNER OF TRACT DESCRIBED IN DEED IN VOL 14 PAGE 748--MCCLELLAN TRACT) TH N77-00-OOW 371.30 FT TH 511-48-40W 62.94 FT TH S03-33-34W 121.82 FT TH S06-21-58E 76.52 FT TO POINT THAT IS N77-00-OOW FROM TPOB TH S77-00-OOE TO TPOB Second Parcel(102204-9196):POR E HALF OF SE QTR STR 10-22-04 DAF:BEG AT CTR OF STR 11-22-04 TH S 01-01- 28 W ALG NORTH-SOUTH CENTERLINE THOF 1152.02 FT TH N 89-17-53 W 2924.75 FT TO WLY R/W MGN T.S. RUSSELL RD&TPOB(HEREINAFTER AKA POINT"A")TH S 33-20-46 W ALG SD R/W MGN 159.95 FT TH N 77-00- 00 W 453 FT M/L TO ELY SHORELINE GREEN RIVER TH NELY ALG SD SHORE TO PT BEARING N 89-17-53 W FR TPOB TH S 89-17-53 E 498 FT M/L TO TPOB TGW POR SD SUBD DAF:BEG AT PT BEARING N 89-17-53 W 263.60 FT FR SD POINT"A"TH CONT N 89-17-53 W 164.85 FT TH N 30-00-45 E 21 FT TO PT BEARING N 82-32-54 W FR POB TH S 82-32-54 E 155.42 FT TO POB LESS POR THOF DAF: BEG AT SD POINT"A"TH N 89-17-53 W 263.60 FT TH S 82-32-54 E 246.74 FT TO WLY R/W MGN T.S.RUSSELL RD TH N 33-20-46 E ALG SD R/W MGN 34.44 FT TO POB& LESS POR THOF CONV BY DEED UNDER RECORDING NO 8212130085;TGW POR SD E HALF OF SE QTR STR 10- 22-04 DAF: BEG AT PT ON LINE 1152 FT SOUTH OF&PLL WITH WLY PRODUCTION OF N LINE SW QTR STR 11- 22-04 DIST 3188.35 FT WEST OF NORTH&SOUTH CENTERLINE OF SD SEC 11 TH S 83-16-51 E 252.13 FT M/L TO NWLY LINE T.S.RUSSELL RD NO 8 TH NELY ALG SD NWLY LINE TO INTSN WITH LINE 1058.3 FT SOUTH OF& PLL WITH WLY PRODUCTION OF N LINE OF SW QTR SD SEC 11 TH WLY ALG SD LINE TO ELY SHORELINE OF GREEN RIVER TH SWLY&SLY ALG SD SHORE TO PT ON LINE 1152 FT SOUTH OF&PLL WITH WLY PRODUCTION OF N LINE SW QTR SD SEC 11 TH EAST ALG SD LINE TO PT 164.85 FT WEST OF POB TH N 30-00- 45 E 21 FT TH S 83-16-51 E 155.41 FT M/L TO POB ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360-407-6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTY at 877-833-6341. 4 Third Parcel(102204-9176)PORTIONS OF GOVT LOT 1 IN SE QTR STR 10-22-04 AND GOVT LOT 4 IN SW QTR STR 11-22-04 DAF:BEGINNING AT POINT ON NWLY LINE OF T.S.RUSSELL RD NO 8 AT ITS INTERSECTION WITH A LINE THAT LIES 1058.3 FT SOUTH OF&PARALLEL WITH WLY PRODUCTION OF N LINE OF SW QTR OF SAID SECTION 11 TH NELY ALONG SAID NWLY LINE TO SWLY LINE OF TRACT OF LAND CONVEYED TO FRANCIS JACOBUS ON 4 APRIL 1876 BY DEED UNDER VOL 11,PAGE 538 TH N56-30W TO ELY SHORE OF GREEN RIVER (FORMERLY WHITE RIVER)TH SWLY AND SLY ALONG SAID SHORE TO POINT ON LINE 1058.3 FT SOUTH& PARALLEL WITH WLY PRODUCTION OF N LINE OF SW QTR OF SAID SECTION 11 TH EAST ON SAID LINE TO POB '/4 '/4 Section Twp. Range County Parcel No. SE,NE SE 10 22 04 King 102204-9016, 102204- 9196, 102204-9176 Do you own all the lands on which the proposed place of use is located? ❑ YES ®NO. If no, do you have legal authority to make this application for use of another's land? ® YES ❑NO Provide owner name(s), address, and phone number: City of Kent:Dana Ralph;220 4'Ave S,Kent WA 98032, 253- 856-5700 Are there any other water rights or claims associated with this property or water system? ® YES ❑NO If yes,provide the water right and/or claim numbers: Water Resources Explorer identifies four surface water rights in the vicinity of our proposed withdrawal: Sl-*16706CWRIS/2275177; S1-*12308CWRIS/2275885; S1-*12420CWRIS/2275907; and S1-*07562CWRIS/2276767. Attach a map of your project showing the point of diversion/withdrawal and place of use. If platted property, be sure to include a complete copy of the plat map. ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360-407-6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTY at 877-833-6341. 5 Section 5. WATER SYSTEM DESCRIPTION a I Describe your proposed water system(include type and size of devices used to divert or withdraw water from source): A Godwin Dri-Prime CD150M 50 HP electric pump(spec sheet attached,)staged on the riverbank at about elevation 39 feet will be used to withdraw up to 3 cfs of water from the Green River. The 6-inch diameter rubber suction(intake)hose will have WDFW and NOAA-approved self cleaning fish screens at the suction inlet(spec sheets attached).Pumped water will travel through about 845 linear feet of buried 10-inch to 12-inch diameter ductile iron pipe and discharge to an energy dissipation basin located in the excavated backwater embayment(elev.21; see attached Drawings).Discharged water will exit the energy dissipation basin and flow as surface water through the backwater embayment for about 600 feet before returning to the Green River mainstem via the embayment outlet,about 1,750 feet downstream of the withdrawal site. Section 6. DOMESTIC WATER SUPPLY SYSTEM INFORMATION (Complete A or B, and C below) A.)Domestic Water Systems only B.)Municipal Water Systems only (defined under RCW 90.03.015) Projected number of connections to be served: Present population to be served water: Type of connections: Estimate future population to be served: (e.g.,home,recreational cabin) (20 year projection) C.)Water System Planning Do you have a Water System Plan approved by the Washington State Department of Health,Drinking Water Division? ❑ YES ❑NO If yes, date plan was approved / / Water System Number: Name of water system: Are you within the service area of an existing water system? ❑ YES ❑NO If yes, explain why you are unable to connect to the system: ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360-407-6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTY at 877-833-6341. 6 Section 7. IRRIGATION/STOCKWATER/OTHER FARM USES Irrigation Total number of acres requested to be irrigated under this application=-ACRES NOTE: Outline the area to be irrigated on your attached map. Stockwater List number and kind of stock: Is the proposed project for a dairy farm? ❑ YES ❑NO Other Proposed Farm Uses Describe all proposed uses: Family Farm Water Act(RCW 90.66): Calculate the acreage in which you have a controlling interest,including only: • Acreage irrigated under water rights acquired after December 8, 1977, • Acreage proposed to be irrigated under this application, and • Acreage proposed to be irrigated under other pending application(s). Is the combined acreage under existing rights greater than 6000 acres? ❑ YES ❑NO Do you have a controlling interest in a Family Farm Development Permit? ❑ YES ❑NO If yes, enter Permit No: Section 8. OTHER WATER USES Hydropower Indicate total feet of head and proposed capacity in kilowatts: Describe works: ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360-407-6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTY at 877-833-6341. 7 Indicate all uses to which power is to be applied: FERC License No: Minin2/Industrial Use Describe use,method of supplying and utilizing water: Other Use Section 9. WATER STORAGE Will you be using a dam, dike, or other structure to retain or store water? ❑ YES ® NO Are you proposing to store more than 10 acre-feet of water? ❑ YES ®NO Will the water depth be 10 feet or more? ❑ YES ®NO If you answered yes to any of the above questions,please describe: NOTE:If you will be storing 10 acre-feet or more of water and/or if the water depth will be 10 feet or more at the deepest point and some portion of the storage will be above grade,you must also complete an Application for Permit to Construct a Reservoir and a Dam Construction Permit and Application. Section 10. DRIVING DIRECTIONS Provide detailed driving directions to the project site: From northbound I-5: 1.Take Exit 149A for WA-516E toward Kent 2.Turn right onto WA-516E 3.Tum left onto Military 4.Turn right onto Veterans Drive 5.Cross the Green River and turn left onto Russell Rd 6.The withdrawal site is located near the power pole at the intersection of Russell Road and the Green River Trail.. From southbound I-5: 1.Take Exit 152 for Orillia Rd S. 2.Turn left onto S.188t'St 3. Continue onto S.212'St ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360-407-6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTY at 877-833-6341. 8 4.Turn right onto Russell Rd 5.The withdrawal site is located near the power pole at the intersection of Russell Road and the Green River Trail. Site Address: 22341 Russell Rd, Kent WA 98032 ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360-407-6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTY at 877-833-6341. 9 Section 11. REQUIRED SIGNATURES I certify that the information provided in this application is true and accurate to the best of my knowledge. I understand that in order to process my application,I grant staff from the Department of Ecology access to the site for inspection and monitoring purposes. Even though the employees of the Department of Ecology may have assisted me in the preparation of the above application,all responsibility for the accuracy of the information rests with me,the applicant. _Kent'Bauman Print Name Si natu Date (Applicant or Authorized representative) -1 VR6Dana Ralph Print Name Signature 17�tt (Legal Owner or Part Owner Place of Use) Print Name Signature Date (Legal Owner or Part Owner Place of Use) Please check the region in which the project is located: *Submit your application to: ❑ Central Regional Office ❑ Eastern Regional Office 1250 W.Alder Street 4601 N. Monroe Street DEPARTMENT OF ECOLOGY Union Gap, WA 98903-0009 Spokane, WA 99205-1265 CASHIERING SECTION (509)575-2490 (509)329-3400 PO BOX 47611 _ OLYMPIA,WA 98504-7611 ®Northwest Regional Office ❑ Southwest Regional Office 3190— 160"Avenue SE PO Box 47775 Bellevue, WA 98008-5452 Olympia,WA 98504-7775 (425)649-7000 (360)407-6300 ' orthwest Central Eastern 1 If you have questions about your J mom m application,contact the Water Resources ^^ +' ' un.* program at the regional office in which your project is located. Adim wN&W tit. z rwn _ rnun+n+ Kt, yon Southwest F"'°" r _ t CMrrsr+ Wd*lk n IMAM W.A ti Kke m ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360-407-6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTY at 877-833-6341. 10 INSTRUCTIONS for the Application for a Water Right Permit Please read these instructions carefully. Be accurate and complete in filling out your application, as the information you provide is very important in processing your application. Be sure to attach your fees,maps, and any additional information related to the water uses you are proposing. If you need assistance,please contact the regional office in which your project will be located. A map of the Ecology regions is on the back page of the application. If your answers to any questions are longer than the space provided,you may attach additional sheets as necessary. Check Boxes Check the appropriate box for Surface or Ground Water. Check the appropriate box for Permanent,Temporary,Drought, or Short Term use(duration of 4 months or less). Application Fee • A minimum fee of$50.00 is required for each new application for a water right permit. • No fees are required for applications to be processed under a Cost Reimbursement contract. • No fees are required for Emergency Drought Applications(only when a drought is declared). If additional fees are required,Ecology will send you a letter requesting those fees. If you are unsure of the appropriate fee amount, contact your regional office for more information, or visit our website: <http://www.ecy.wa.goy/progams/wr/ri htg s/wr_fees.html>. Please make checks or money orders payable to the"Department of Ecology." Cash cannot be accepted. ALL FEES ARE NONREFUNDABLE. Section 1. APPLICANT We encourage you to contact the Ecology Regional Office in your area to request a pre-application conference PRIOR to filing your application. Contacts are listed on the previous page. We will review your project needs and assist you in determining options for obtaining the water you need. Enter the name of the person, organization, or water system for which the water right permit is requested. For instance, if the permit is required for a community water system, enter the name of the system(e.g. Green Acres Water Works). Enter a mailing address, including zip,daytime telephone, an alternate or cell phone number,and an Email address(if you have one). Provide the name of a contact person(if different from above)to call in case we have questions about the application or proposed project. Describe the relationship of the contact person to the applicant,e.g. "consultant," "water systems engineer," "realtor," "chair of community well organization," etc. Enter the name of the legal or part owner(person or business)of the land where the water is to be used. Enter a mailing address, including zip, daytime telephone, an alternate or cell phone number, and an Email address (if available). Section 2. STATEMENT OF INTENT Mark the check box if you own the land containing the proposed point of diversion/withdrawal. Mark the check box if you have legal authority to make this application for use of another's land. Provide a brief description of the purpose of your proposed project and the anticipated length of time to complete the project. ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360407--6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTYat 877-833-6341. 11 Water Use List the purpose(s)for which you are proposing to use the water(see examples of purposes below). Check the appropriate box to indicate if the rate you have provided is measured in cubic feet per second or gallons per minute. For each purpose provide the maximum rate at which water is proposed to be taken from the water source. If known,provide the maximum quantity to be used for the purposes in acre-feet per year. Provide period of use (months)in which the water will be used for each purpose. Total the water needs for each purpose of use and write the total within the space provided. Short Term/Temporary Water Use If this application is being submitted for a short term(less than four months—see Policy 1037) or temporary water use(see Policy 1035),check the appropriate box and indicate the dates the water will be needed. For more information on Water Resources Program Policies, contact your regional office or visit our website: <http://www.ecy.wa. og_v/programs/wr/rules/pol pro.html#wradminpolicy>. Examples of purposes) Be sure that you include ALL uses that you propose,not just the major use of water. Some examples are: • Dairy • Domestic-Multiple • Domestic-Single • Dust Control • Fish Propagation • Frost Protection • Heat Exchange • Hydropower • Industrial/Manufacturing/Commercial • Irrigation • Mining • Munici al • Stockwater • Other(describe) Section 3. POINT OF DIVERSION OR WITHDRAWAL (Complete A or B, and C) A.)If Surface Water Source Check the appropriate box if you plan to divert water from a spring, creek,river, lake, or other(describe). Enter the source name, e.g. "Wenatchee River." If the source feeds another body of surface water,give the name of the body of water to which the source is a tributary, e.g. "Columbia River." Enter the number of proposed diversion points. Check the appropriate box if you have an existing diversion. B.)If Ground Water Source Check the appropriate box if you plan to withdraw water from a well or other ground water system(describe). Enter the diameter, depth, and the number of proposed points of withdrawal(wells). Check the appropriate box if you have an existing well. If the well has been constructed, attach a Water Well Report. If you have already done a pump test,attach a copy of the pump test results. Provide the Well Tag ID number, if available. C.)Point of Diversion/Withdrawal Location—Legal Description Enter the parcel number, quarter-quarter(A%), section,township,range and county in which each point of diversion or withdrawal is located. If the location has been platted(subdivided), enter the lot,block, and subdivision name. You can generally obtain this information from a legal description or plat of the property, or from your county assessor's office. If there are more than two points of diversion or withdrawal, attach additional information on a separate sheet of paper. If known, enter the distances in feet from the nearest section corner to each point of diversion or withdrawal (e.g. 420 feet south and 150 feet west from the Northeast Corner of Section 12). You can obtain this information by measuring the distance on a USGS map, other map drawn to scale, or by measurement on the ground. ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360407--6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTYat 877-833-6341. 12 Section 4. PLACE OF USE Attach a legal description of the lands where you propose to use the water or copy it carefully in the space provided. You can usually obtain a legal description from a survey, county assessor's office,real estate contract, title insurance policy, or property deed. Also include the tax parcel number(s)if available. Check if you own all of the lands on which the proposed place of use is located. If you do not own the lands, provide the owner's name(s), address and phone number. If this is a community or municipal water system,please include a copy of your current and future service area map. NOTE:Landowner's signature is required in Section 11. Check if there are any other water rights or claims associated with this property or water system. If yes,provide the water right and/or claim numbers. Attach a map of your project showing the point(s)of diversion/withdrawal and place of use. If platted property,be sure to include a complete copy of the plat map. Section 5. WATER SYSTEM DESCRIPTION Provide a description of your proposed project,explaining how you will divert,pump, distribute, and store the water, and any conservation measures you may be taking. Include proposed size, capacity, location,and motor horsepower of any pump. Section 6. DOMESTIC WATER SUPPLY SYSTEM INFORMATION (Complete A or B, and C) A.)Domestic Water Systems Enter the projected number of connections to be served and the type of connection(e.g. home,recreational cabin). B.)Municipal Water Systems(as defined under RCW 90.03.015) Enter the present population to be served water and estimate the future population to be served(20 year projection). C.)Water System Planning Check yes if you have a Water System Plan approved by the Washington State Department of Health,Drinking Water Division. Provide the date the plan was approved, as well as the water system number. Enter the name of the water system(e.g. Johnson Point Water Association). Check yes, if you are within the service area of an existing water system and explain why you are unable to connect to the system. Section 7. IRRIGATION/STOCKWATER/OTHER FARM USES Irrigation Provide the total number of acres of land to be irrigated in the space provided. The number of acres to be irrigated should not include lands within the general irrigation area that may contain buildings,roads,etc. Outline the area to be irrigated on your attached map from Section 4. Stockwater Indicate total number of animals receiving stockwater and the type of animal(e.g. goats, chickens,llamas). Check yes if the proposed project is for a dairy farm. ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360407--6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTYat 877-833-6341. 13 Other Proposed Farm Uses Describe all other proposed farm uses(e.g. frost protection,heat control, or harvesting) listed in Section 2 and provide the proposed number of acres of land upon which each purpose would occur. Also note other uses of water on the farm(e.g. cleaning the milking parlor,washing cattle,or for a cooling system) and how much water is needed for each use. Family Farm Water Act(RCW 90.66) hi order to comply with the Family Farm Water Act, indicate if you have a controlling interest in more than 6,000 acres of irrigation as defined in RCW 90.66.040(3). This includes the number of acres that are irrigated under water rights acquired after December 8, 1977, acreage that would be irrigated under this application, and acreage proposed to be irrigated under other pending applications on file with the Department of Ecology. Check yes, if the proposed project is over 6,000 acres. Enter the permit number(s)of any Family Farm Development Permit in which you hold controlling interest. Section 8. OTHER WATER USES Hydropower For hydropower projects, indicate the total feet of head and proposed capacity in kilowatts. Describe the proposed diversion facility, including the bypass reach. Indicate all uses to which power is to be applied. Enter the FERC license number. Mining/Industrial Use Describe use,method of supplying and utilizing water. Other Use Describe any other use(s) of water. Section 9. WATER STORAGE Check the appropriate box for each question in the above form. If you answered yes to any of the questions,your project may require a reservoir permit,or an approval from Ecology's Dam Safety Program. For criteria on reservoir permits contact the regional office in which your project is located. Section 10. DRIVING DIRECTIONS Provide detailed driving directions from the nearest town to the project site. If applicable,provide the site address. Section 11. REQUIRED SIGNATURES The applicant or authorized representative(e.g. the Public Works Director of a municipality, or the chair of a community water system)AND the legal owner(s)or part owner of each parcel within the place of use MUST sign the application. ECY 040-1-14(Rev 03-2015)To request ADA accommodation including materials in a format for the visually impaired,call Ecology Water Resources Program at 360407--6872. Persons with impaired hearing may call Washington Relay Service at 711. Persons with speech disability may call TTYat 877-833-6341. 14 Atn s s 13rd sit l 7s St c Mknkler❑ a SW 34Th S[ j F T Blvd M SL _ S MOP St r a q Seattle- ; S 176th St z stia 3gth w Tacoma a `F 178 ` Tuk fla Sr lei SW 415t 5t I nt em ational r• Sr - t o Airport S s 8Jnd st i 5 t 79eh SL 5 ]80th St SW 43rd St t)ri pia Tk%v C.ke Valley I s1860 St I c Ridge p u 7 I ,,did S I88[h St rWv Park d aTt� k SeaTac 4U S 192nd Strk l 5 190thun S ~ -- L. N tic a ❑� Angle ,-ke Lc3�(t' 3 �� S 1 h St to 4 W 200th S1g + b O Jy 0 _ St $t 4 S 200[h St S 200th St " Kent c' ❑es Moines m y Creek Park "Iw 12 S 208th w SeaTac i a m � V. $[ n G .M-, % Valley r ❑ lei Tt ry r afireDes MoinesqJ Cor Flocr S sR N :pp.f S w Park munity 5 zORrh s De5Wines If] C Park `i3 51 Creel,Park y y Project Area . P 504 i S 216th St ..+ m /- 4.7 ^1, 5 216th St Steven 1. 9+tl J�I+; �. ,i eel) River `i t Me cr rwood .` a Park +'{� Natural 21.8t as. 5 222nd St Resources a Or Ln 5 223rd St �. Area a pl'L rra L6 S 7:znd 5t �1 o pJ L, r ¢ l i PT P sl o 3i s YZar 151 S 278th St ^ t uy s r't4 � S. x Si6 P un u L r y a 3 5 240th St I Q m F 5 2 Chy5 Z C /.unith r� idwav TS wla s5.t a U ElamesSt Riverbend Rusxll = a V VzNznd stc a Golf Course kcal, 4 L s park 4 a 167''w Srrmth St c } ry tia Meeker St 1a1 !' W Gowe St. y` N- ry 99 E •ti _ __-513., "V; Saltwater y N Mi La ke State w ., Kent cI Pad[ a' Kent � l�� � Earth" Lake os �+ � walnut St Iar Des Moines {Q ry 5�5 hh I enw c FeitwlCk �+ S MS I e 5 r Park Park _ in 40tn` 2 59Horseh e a d v ` 6f N a' Erend yy Natural �4 y e L � Aiea s. x LL'url�.i it1❑ ~✓aY >* y i c•' y r= il r 7 c IicaC"i] a Q r4 5272nd StL11 p p Star sta r La ke R a � �0 o i & take dy S 277th St I}]r7131r"IS S W �11 t aotp 5t NE N IZ C Ci iu g O'r�' d•ngyn,. m 4 g R N y s zs�d,st n Sra a � ,. �„ � � Ititrt•dith 4,000 2,000 0 4,000 Feet z Ln 1. ry Lawe[on,xod 437tri unty King Co 10 4$ "cr Stage - Discharge at RM 18.6 V , 3 0 25 t 21 er O� 40 3Z 500 cfs: elev. 14.7 31 OHW (2,000 cfs): elev. 20.1 4 3g 22 40 �8 �1 M 2-yr recurrence (9,000 cfs): elev. 34.0 `� 153 09 36 10-yr recurrence: elev. 36.7 ati 39 22 27 19 100-yr recurrence (12,750 cfs): elev. 37.8 41 35 26 30 ,Zg 21 42 1 -0e0% 043 bo 40 RM 18.6 , �l ti S outfall at elev. 21 N I 1 Surface flow o 3g N �s Ile35 35� co �o 00 co NN. L w cfl O � II �h Pump intake at elev. 13.5 s6 34 3� 3 \\ 35 3B Buried pipe LOWER RUSSELL LEVEE SETBACK Pump at elev. 38.5 PROPOSED PUMP LOCATION AND SURFACE WATER FLOWPATH Power pole 3437 Final 90% contours Green River Trail Existing Contours Secondary Trails Relocated Van Doren's Landing Park 100 50 0 100 Feet 4 33 / 40 1 — ° Pump ELECTRIC DRIVE The Godwin Dri-Prime CD150M pump offers moo i flow rates to 1870 USGPM and has the capability ! of handling solids up to 3.0" in diameter. The CD150M is able to automatically prime to 28' of suction lift from dry.Automatic or manual starting/stopping available through integral s mounted control panel. o Indefinite dry-running is no problem due to the s unique Godwin liquid bath mechanical seal design. Solids handling, dry-running, and portability make the CD150M the perfect choice for dewatering and bypass applications. 1 — Features and Benefits Specifications • Simple maintenance normally limited to Suction connection 6" 150#ANSI 1316.5 checking fluid levels and filters. Delivery connection 6" 150#ANSI 1316.5 • Dri-Prime (continuously operated Venturi air Max capacity 1870 USGPM t ejector priming device) requiring no periodic Max solids handling 3.0" adjustment. Optional compressor clutch Max impeller diameter 11.0" available. Max operating temp 1760F* • Extensive application flexibility handling Max working ressure 70 psi sewage, slurries, and liquids with solids up to Max suction pressure 58 psi 3.0" in diameter. Max casing pressure 104 psi • Dry-running high pressure liquid bath Max operating speed 1800 rpm mechanical seal with high abrasion resistant *Please contact our office for applications in excess of176T. solid silicon carbide faces. t Larger diameter pipes may be required for maximum flows. • Long-coupled centrifugal pump with Dri- Prime system coupled to an electric motor. • All cast iron construction (stainless steel construction option available)with cast steel impeller. • Optional Variable Frequency Drive (VFD) also available to control pump performance. • Premium efficiency motors are standard. Chemical duty and expolosion proof motors are also available upon request. g o d w i n05'71, Please c,nt,ctthe factory or ofeefnrfunher details A typical picture ofthe pump is shown a xylem brand All information is approximate and for general guidance only. Performance Curve Materials Flow(ma/hr) 0 50 100 150 200 250 300 350 400 450 500 550 Pump casing& 11 Cast iron BS EN 1561 -1997 1800 rpm 31% *Curves based on using optional VFD suction cover 100arpm 45% 30 Wearplates Cast iron BS EN 1561 -1997 54% 59% 80 60% Pump Shaft Carbon steel BS 970-1991 817 M 40T ss% 20 v Cast Steel BS3100A5 Hardness to 60 E Impeller 200 HB Brinell v v al% = Non-return valve 40 bodyCast iron BS EN 1561 -1997 .% 10 20 Mechanical seal Silicon carbide face;Viton elastomers;Stainless steel body v 0 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow(USGPM) Electric motor option 1 with VFD Weg 05018ET3E326T-W22,50 HP @ 1800 rpm Impeller diameter 11 0" Pump seed 1800 rpm Suction Lift Table Total Total Deliver Head(feet) Suction Head 11 1 21 1 32 45 72 (feet) Output(USGPM) 10 1783 1744 1704 1545 1110 15 1684 1585 1486 1288 951 20 1189 1189 1189 1090 693 25 1 1030 991 911 793 396 Weight(Dry):1,930 Ibs Voltage/Phase:460V,3 Phase Rated Current:59A Dimensions:(L)70"x(W)37"x(H)46" Performance data provided in tables is based on water tests at sea level and 20°C ambient All information is approximate and for general guidance only Please contact the factory or office for further details_ 37' 70' [949r1r1] ^ [1781mml 9" 16' 2' [222r1r1] -412r1r1] [62mrn] 5° 1121MMI v 31 � cl� � ° � CU ° 3 Cr� 3 Q l84Q FloodgateRoad Reference number: CD15OM-50HP 4 Bridgeport,NJ 08014 USA Date of issue: July 8,2015 Let's Solve Water (856)467-3636 Fax(856)467-4841 Issue: - www.godwinpumps.com ©2015 Xylem,Inc All rights reserved Godwin is e trademark of Xylem Dewatering Solutions,Inc,a wholly owned au bsidiary or Xylem Inc Specificationsand illustrations are subjectto revision without notice Xylem makes no representation regarding the completeness or accuracy of this information and is not liable for any direct or indirect damages arising from or relating to this information or its use e Godwin Suction Hose 2" (51 mm) to 12" (305 mm) Heavy-Duty Suction Hose odwin Pumps®features heavy-duty suction hoses, fully vacuum rated for water, petroleum and chemical ' applications in sizes from 2" (51 mm) to 12" (305 mm) diameters. Avaliable with Godwin Quick Disconnect or Camlock fittings or flanges. Ideal for water, oil and chemical applications. • Smooth, black EPDM blend tubing • Weather- and ozone-resistant EPDM blend cover with fabric impression • Reinforced with synthetic fabric with wire helix • Rated for temperatures from -25°F to +185°F • Resistant to salt water and water-based agricultural fertilizers • Flexible and economical Inside o Outside o Maximum Weight - Vac Bend Radius " (mm) " (mm) Working Pressure lbs./' if Hg IT (mm) psi (bar) 2 (51) 2.49 (63) 150 (10) 1.11 28 8 (203) 3 (76) 3.5 (89) 150 (10) 2.24 28 12 (305) 4 (102) 4.53 (1 15) 150 (10) 2.79 28 18 (457) 6 (152) 6.54 (166) 150 (10) 5.75 28 31 (787) 8 (203) 8.79 (223) 100 (7) 6.59 28 42 (1067) i 10 (254) 10.91 (277) 75 (5) 10.25 25 50 (1270) 12 (305) 12.91 (328) 75 (5) 13.5 25 60 (1524) Home Office:Godwin Pumps of America,Inc. ®dwi n One Floodgate Road Bridgeport, NJ 08014 USA (856) 467-3636 - Fax: (856) 467-4841 P U M p& Email:sales@godwinpumps.com www.godwinpumps.com ©Copyright 2007 Godwin Pumps ofAmerica,Inc Godwin Pumps,Dri-Prime and the color orange for pumps are registered trademarks of Godwin Pumps of America,Inc Specifications and illustrations are subject to revision without notice- Godwin Pumps is not liable for any incompleteness or inaccuracies- Godwin Pumps is not liable for any consequential,incidental or indirect damages relating to these specifications or their use. CLEARWATER SELF-CLEANING SUCTION SCREENS Installation and Operating Instructions pg.40 &41 Clearwater Screens Operate In Any Position FISH SCREEN STD.BRASS SEALED MAX.GPM BEARING BEARING FLOW FOR.4 FT. OPEN GPM REC. REC. U.S.GPM PER SEC. SCREEN TOTAL FLANGE RETURN USED TO OPERATING OPERATING WEIGHT MODEL 12118M 24M 12 MESH LENGTH D LENGTH DIAMETER SIZE INLET OPERATE PRESSURE PRESSURE LBS. Cw100 200 165 180 9" 7.8" 19.5" 12" 3" 1/2" 12 40-60 N/A 30 CW200 375 225 355 11" 11.5" 25" 16" 4" 11/2" 20 40-65 40-100 58 CW400 550 400 485 15" 10.6" 28.8" 16" 6" 11/2" 20 40-65 40-100 62 CW600 750 525 775 16" 11.6" 32.5" 24" 8" 11/2" 20 40-65 40-100 102 CW800 950 700 875 18" 11.1" 34.5" 24" 10" 11/2" 20 40-65 40-100 115 CW1000 1350 950 1115 23" 11.1" 39.5" 24" 10" 11/2" 28 40-65 40-100 123 CW1400 1550 1075 1265 26" 11.3" 42.5" 24" 12" 11/2" 28 40-65 40-100 131 CW1700 1800 1250 1475 28" 12.0" 44.5" 26" 12" 11/2" 28 40-65 40-100 148 CW2000 2100 1450 1685 32" 11.6" 48.5" 26" 14" 11/2" 36 40-65 40-100 160 CW2400 2600 1800 2125 35" 11.6" 52.5" 30" 16" 11/2" 36 40-65 40-100 223 CW3000 3000 2075 2430 40" 11.6" 57.5" 30" 16" 11/2" 44 40-65 40-100 236 CW3500 3500 2420 2750 40" 12.8" 59.5" 36" 18" 11/2" 44 40-65 40-100 283 CW4000 4000 2765 3150 40" 14.0" 63.5" 42" 18" 11/2" 44 40-65 40-100 358 Mini Inline Filter—Model M150 Epoxy Stainer(Clear) 1 1/2"Solvent Weld 60 to 70 GPM } Purging Without Removing Screen Strainer(Clear)2"Solvent Weld 70 to 100 GPM New Flow Entry Control Vortex Tube Option - See Pricing On Page 17 Mesh Sizes Available 4, 8, 12, 18, and 24 — (12 Mesh Is Standard) Special Connections Available - Call For Pricing To Change Out A Brass Bearing To A Sealed Bearing You Need To Change The 1 1/2"Pipe Nipple That The Bearing Attaches To For One That Is 2" Shorter Brass and Sealed Bearings Come In One Size - Fits All Models Except for the CW100 *Models 3000,3500,4000 1 Offered Only with Sealed Bearing OPEN WF SCREEN HIGH PRESSURE SEALED BRASS BEARING 40-65 PSI II ` LENGTH BEARING 40-100 PSI ' D of Trouble free operation under the worst conditions- �a 1 40 P.S.I. required to operate sealed bearing. 100 P.S.I. maximum operating pressure. CCLEMONS SALES CORPORATION MADE IN THE U.S.A. — NEW WIDE WAND — CLEARWATER SELF-CLEANING SUCTION SCREENS Sealed Bearing Standard - Installation and Operating Instructions pg.40 & 41 Wide wand self cleaning suction screens are designed for heavy debris applications. Spray wands are moved closer to the mesh screen and two extra spray jets are added. Two extra spray jets maximizes the CW's cleaning ability and increases the operating flow by 8GPM per unit over our standard Clearwater screens. Wide wand CW's come standard with sealed bearings. FISH SCREEN SEALED MAX.GPM BEARING OPTION FLOW FOR.4 FT. GPM SKID REC. VORTEX U.S.GPM PER SEC. SCREEN TOTAL FLANGE RETURN USED TO PLATE OPERATING WEIGHT MODEL 12/18M 24M 12 MESH LENGTH LENGTH DIAMETER SIZE INLET OPERATE OPTION PRESSURE LBS. CW60OWW 750 525 775 16" 32.5" 24" 8" 1 1/2" 28 $ 287.86 40-100 104 CW80OWW 950 700 875 18" 34.5" 24" 10" 11/2" 28 287.86 40-100 117 CW1000WW 1350 950 1115 23" 39.5" 24" 10" 11/2" 36 287.86 40-100 125 CW1400WW 1550 1075 1265 26" 42.5" 24" 12" 11/2" 36 287.86 40-100 133 CW1700WW 1800 1250 1475 28" "4 5" 26" 12" 1 1/2" 36 287.86 40-100 151 CW2000WW 2100 1450 1685 32" 48.5" 26" 14" 11/2" 44 383.46 40-100 162 CW240OWW 2600 1800 2125 35" 52.5" 30" 16" 11/2" 44 383.46 40-100 223 CW3000WW 3000 2075 2430 40" 57.5" 30" 16" 11/2" 52 383.46 40-100 238 CW350OWW 3500 2420 2750 40" 59.5" 36" 18" 11/2" 52 383.46 40-100 285 CW4000WW 4000 2765 3150 40" 63.5" 42" 18" 11/2" 52 383.46 40-100 360 Mini Inline Filter—Model M150 Epoxy Stainer(Clear) 1 1/2"Solvent Weld 60 to 70 GPM ) Purging Without Removing Screen Strainer(Clear)2"Solvent Weld 70 to 100 GPM New Flow Entry Control Vortex Tube Option HIGH PRESSURE SEALED BEARING 40 - 100 P.S.I. Operating Range Standard in all Wide Wand models. Mesh Sizes Available 4, 8, 12, 18, and 24 — (12 Mesh Is Standard) I Skid Plate Option Wide Wand CW Models Operate In Any Position CLEMONS SALES CORPORATION MADE IN THE u.&A. .................................................... .................................................... .:.:.:.:.:.:.:.:.:.:.t F;:: / i / / :: ::............ J , ILIFAF G � ///�j// ��// / // i%// / <✓ 20 0 20 / oo SCALE 1NE�J/j i STA. 6+91 STA. 5+60 .................................................. . 202' ADD 11' BENDS "x10" REDUCER 12 l �� x� W..... .... .... ........................... 1 I.: 35 \ 3s N:..............................: : : : :: :::.::.:..::.::.:..::.: STA. 9+75 . . 10" DIP 90' BEND (MJxMJ), VERT. RISER, :Q....................................':::;:::::; i ............. �90'BEND MJxFL AND BLIND FLANGE. INVERT ELEVATION OF BLIND FLANGE=41.0' 8X " ....................................... .... .................................... 38 H. .::.:.:'::F}:.:`'{:FFFFFFFFFFFF} i f 10+00 — — — 9+0 STA 8+58 :Q :: :.::::.::.:: ::.:: .:: :. :: 10" DIP 22' AND 11' BENDS EXIST. POWER POLE ao GREEN .........::.:.:............ RIVER TRAIL ::::......::::.... SHEET CSD-6 \ 54, PLAN VIEW 50 BLIND FLANGE 10" 90' BEND (MJxFL) EXISTING GROUND 40 _ _ _ 3' MINIMUM PIPE COVER 1 �� �� �� — — — _ FINISHED GRADE (TYP.) /q /� /V�\ �\T, /i — — — — — — — 30 10 DIP PC35o 117 LF 2.40% STA: 8+58 10",DIP PC350 168 LF ® 2.40% 12" DIP SD I.E. 33.04 10" DIP PC350 131 LF SEE SHEET CSD-6 I.E. 29.02' 12 DIP PC350 326 LF ® 1.59% LO" 9O' BEND ® 2.40% (MJxMJ) STA: 5+60 20 I.E. 25.88 STA: 9+75 I.E. 35.84 10 1 1 .� .N .O �00 .� W .� .e0 O0 BCD raj 0O OID OM �M �M Nai �m e0 Q �M MM MM to �M MM MM MM MN MN 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 PROFILE NUM. REVISION BY DATE APPROVED: LORIN REwELT, P.E. 12/2018 LOWER RUSSELL LEVEE SETBACK PROJECT -- -- PROJECT FUNDING -- FIELD BOOK: L G.PEa. MANAGER: ERIK PETERS, P.E. 12/2018 SOURCE No. KkqC0wft SURVEYED: -- -- 1112056 t i o Department of Natural Resources and Parks SHEET DESIGNED: ERIK PETERS, P.E. 12/2018 PROJECT No. x]r Water and Land Resources Division SURVEY BASE MAP: i CHECKED: r River and Floodplain Management Section GREEN RIVER WITHDRAW PIPING CSD-'10 -- -- CONTRACT No.C01294C18 y NUM.1 RECORD CHANGES APPROVED BY DATE Christie True,Director F-1 ICAD DESIGN: KAY KITAMURA 12/2018 "�YoxnL�`3 �� � eta ..................... ................................ ................................. ... .................................. ... ......................................................................... ...................................................................... ................................... ................................... ................................... .................................................................... .................................... .. . ........................ ....................... ...... .................... ....... .... ................... ...... ---- ............................. ..... ....................... .......... ........... .......? ............ ............ .................... ........ ...... ............... ................. ... .. .. ....... ..................... ..... ...................... ....................... .... .................................................... ...................................yr. ENERGY ......................... .. ............................... DISSIPATION BASIN (SEE DETAIL SHEET CSI ........................... .... ........................ ............................. .......................... + ....................... ....................... 4+00 3+00 2 00 1+00 L ...... ................... iw STA. 2+�54 STA. 1+34 .....z-J DIP I.E. 20.0 oi-oc) . ..................... . ........................ _j ..... .. ..... ..... . ... ....... ...... . .............. ....... ..... ................ ....... ...... ............. . ..... ... ................ ..... ..... ..... ..... ...... ........ .. ...... ..... ..... ........ ..... .... .... ..... ..... ..... ..... ..... ....... ... ... ... .... .. .... ... .......... ........ ..... ....... .... ...... ..... ....... ... ..... ... .... .... ............ FE ff 1 20 0 20 40 60 ....... . .. .. .. SCALE IN FEET ... ... .... 30 ..... ... ...... ...... ....... ... .... PLAN VIEW 50 EXISTING GROUND 40 T3* MINIMUM PIPE COVER (TYP.) --RESTRAINED JOINT PIPE FOR 30 I I 1 1 40 FEET UPSTREAM OF OUTLET GRADE 3—FT WIDE CHANNEL TO 77-7 FINISHED GRADE +7 7 DRAIN ENERGY DISSIPATION BASIN— X 12- DIP PC350 326 1 x 77777\ 0 1.59Z__ 20 12 DIP PC350 100, 1 0 0 70%\ \> 77/77-7 >/ 7 LSTA: +34 CHANNEL I.E. 20.70 I.E. 10 0 00 0 .0) 0 C. L0 u) (0 Lfi (04 u) u)Ci 00 r- r- n c1l 1") cq caq� 04 n n cq 04 0 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 PROFILE NUM. REVISION BY DATE APPROVED: LORIN REINELT, P.E. 12/2018 LOWER RUSSELL LEVEE SETBACK PROJECT FIELD BOOK: PROJECT: ERIK PETERS, P.E. 12/2 SOURCE No.018 FUNDING MANAGER jMKkqC0wft SURVEYED: — Department of Natural Resources and Parks SHEET DESIGNED: ERIK PETERS, P.E. 12/2018 PROJECT No. 1112056 Water and Land Resources Division SURVEY BASE MAP: CHECKED: - CONTRACT No.C01294C18 River and Floodplain Management Section GREEN RIVER WITHDRAW PIPING CSD-1 1 1NUM.1 RECORD CHANGES APPROVED BY Pq Christie True,Director CAD DESIGN: KAY KITAMURA 12/2018 ­10NAL-I I a " N A --------------F———————————————- -- PIPE �J 1_ u 4:1 (L.w) GEOTEXTILE 8' B SECTION B-B SCALE: NTS m ENERGY DISSIPATION BASIN DETAIL SCALE: NTS TOP OF RIPRAP (QUARRY SPALLS) --------------- PIPE 0 GEOTEXTILE a PROFILE A-A SCALE: NTS NUM, REVISION BY DATE APPROVED: LORIN REINELT, P.E. 12/2018 LOWER RUSSELL LEVEE SETBACK PROJECT 44- FIELD BOOK: PROJECT FUNDING -- ,.�G_PET, MANAGER: ERIK PETERS, P.E. 12/2018 SOURCE No. LgKWqCMft SURVEYED: -- -- 1 1 12056 1, o Department of Natural Resources and Parks SHEET __ __ DESIGNED: ERIK PETERS, P.E. 12/2018 PROJECT No. w3 x�, SURVEY BASE MAP: �� �^,+q Water and Land Resources Division CHECKED: -- -- CONTRACT No.C01294C18 4` vq. River and Floodplain Management Section GREEN RIVER WITHDRAW PIPING DETAILS CSD-12 NUM. RECORD CHANGES APPROVED BY JDATE Christie True,Director CAD DESIGN: KAY KITAMURA 12/2018 —101NIAL- �2 is