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Home My WebLink AboutSWP272708(9) t CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: May 13, 1997 TO: Gregg Zimmerman J FROM: Ron Olsen STAFF CONTACT: Ron Straka(X-5548) Scott Woodbury(X-5547)- SUBJECT: Proposed Consultant Contract with Northwest Hydraulic Consultants for Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling ISSUE: The Surface Water Utility requests approval of a consultant contract authorizing Northwest Hydraulic Consultants, Inc., to provide Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling services in the East Side Green River Watershed(Black River Basin). RECOMMENDATION: The Surface Water Utility recommends approval of a consultant contract authorizing Northwest Hydraulic Consultants, Inc., to provide Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling services in the East Side Green River Watershed (Black River Basin). The firm of Northwest Hydraulic Consultants (NHC) is on the Utility Systems Division's approved annual consultant contract roster for 1997. The contract amount is $25,859.01, which is less than $50,000, and may be signed by the Mayor and City Clerk. DISCUSSION: The NHC contract is proposed to accomplish the following tasks: Streamflow Monitoring. NHC will continue previous efforts to collect streamflow measurements in the East Side Green River Watershed. The flow measurements are necessary to convert the continuous water elevation data being collected at several gage stations into a continuous flow record. The continuous flow record is needed for validation/calibration of the watershed hydrologic/hydraulic models. Data Conversion and Analysis. NHC will review the stage data collected at several gage stations in the East Side Green River Watershed. Using the streamflow data collected under previous contracts,NHC will convert the stage data at selected gages into a continuous flow record. A report will be prepared by NHC summarizing the data review. Gage Installation. NHC will install two groundwater monitoring gages on the City's northern wetland mitigation banking site and two monitoring gages along the SW 23rd Street Drainage Channel between Springbrook Creek and East Valley Road. These gages will provide important design information for the City's wetland mitigation bank project and for the planned deepening of the SW 23rd Street Drainage Channel. HSPF Modeling. NHC will extend the HSPF hydrologic model simulation for the East Side Green River Watershed Project slightly more than 5 years beyond the previous 30 year simulation period that ended in September 1991. The results of the extended simulation period (which includes several severe flow events) will be compared with the streamflow data collected during the same period as a validation check of the model's calibration. This comparison will provide a valuable basis for determining final flows and safety Mayor Jesse Tanner Proposed Contract with Northwest Hydraulic Consultants,Inc. f Page 2 factors for use in designing the pending Springbrook Creek channel widening project from SW 16th Street to SW 23rd Street. The expenditure required for the Streamflow Monitoring and Data Analysis tasks is estimated at about$8,100. It is recommended that these tasks be expensed out of the Surface Water Utility's Streamflow Monitoring Capital Improvement Program account. The current remaining balance in the 1997 adjusted appropriation for the Streamflow Monitoring account is $13,996. The expenditure required for the Gage Installation and HSPF Modeling tasks is estimated at about $17,760. This amount includes a contingency of$3,000 for unforeseen problems that may arise during the course of the contract work. This contingency amount is necessary because the cost of several of the tasks is difficult to estimate. The contingency can only be used with prior written authorization of the City. It is recommended that these tasks be expensed out of the Surface Water Utility's East Side Green River Watershed Project Flood Control Alternative Capital Improvement Program account. The current remaining balance in the 1997 adjusted appropriation for the Flood Control Alternative account is $348,565. Thank you for your consideration of this request. If you have any questions, please contact me at X-6211 or Ron Straka at X-5548. H:DOCS:97-433/SW:ps Attachments CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: May 13, 1997 CONCUR/R EGjlr��!C E TO: NAME ? ;Ir iA �w FROM: � S ,v d — STAFF CONTACT: Ron Straka(X-5548) Scott Woodbury(X-5547) SUBJECT: Proposed Consultant Contract with Northwest Hydraulic Consultants for Streamflow Monitoring,Data Analysis, Gage Installation, and HSPF Modeling ISSUE: The Surface Water Utility requests approval of a consultant contract authorizing Northwest Hydraulic Consultants, Inc.,to provide Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling services in the East Side Green River Watershed(Black River Basin). RECOMMENDATION: The Surface Water Utility recommends approval of a consultant contract authorizing Northwest Hydraulic Consultants, Inc.,to provide Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling services in the East Side Green River Watershed (Black River Basin). The firm of Northwest Hydraulic Consultants(NHC) is on the Utility Systems Division's approved annual consultant contract roster for 1997. The contract amount is $25,859.01, which is less than $50,000, and may be signed by the Mayor and City Clerk. DISCUSSION: The NHC contract is proposed to accomplish the following tasks: Streamflow Monitoring. NHC will continue previous efforts to collect streamflow measurements in the East Side Green River Watershed. The flow measurements are necessary to convert the continuous water elevation data being collected at several gage stations into a continuous flow record. The continuous flow record is needed for validation/calibration of the watershed hydrologic/hydraulic models. Data Conversion and Analysis. NHC will review the stage data collected at several gage stations in the East Side Green River Watershed. Using the streamflow data collected under previous contracts,NHC will convert the stage data at selected gages into a continuous flow record. A report will be prepared by NHC summarizing the data review. Gage Installation. NHC will install two groundwater monitoring gages on the City's northern wetland mitigation banking site and two monitoring gages along the SW 23rd Street Drainage Channel between Springbrook Creek and East Valley Road. These gages will provide important design information for the City's wetland mitigation bank project and for the planned deepening of the SW 23rd Street Drainage Channel. HSPF Modeling. NHC will extend the HSPF hydrologic model simulation for the East Side Green River Watershed Project slightly more than 5 years beyond the previous 30 year simulation period that ended in September 1991. The results of the extended simulation period(which includes several severe flow events) will be compared with the streamflow data collected during the same period as a validation check of the tMayor Jesse Tanner Proposed Contract with Northwest Hydraulic Consultants,Inc. • Page 2 model's calibration. This comparison will provide a valuable basis for determining final flows and safety factors for use in designing the pending Springbrook Creek channel widening project from SW 16th Street to SW 23rd Street. The expenditure required for the Streamflow Monitoring and Data Analysis tasks is estimated at about $8,100. It is recommended that these tasks be expensed out of the Surface Water Utility's Streamflow Monitoring Capital Improvement Program account. The current remaining balance in the 1997 adjusted appropriation for the Streamflow Monitoring account is$13,996. The expenditure required for the Gage Installation and HSPF Modeling tasks is estimated at about $17,760. This amount includes a contingency of$3,000 for unforeseen problems that may arise during the course of the contract work. This contingency amount is necessary because the cost of several of the tasks is difficult to estimate. The contingency can only be used with prior written authorization of the City. It is recommended that these tasks be expensed out of the Surface Water Utility's East Side Green River Watershed Project Flood Control Alternative Capital Improvement Program account. The current remaining balance in the 1997 adjusted appropriation for the Flood Control Alternative account is$348,565. Thank you for your consideration of this request. If you have any questions, please contact me at X-6211 or Ron Straka at X-5548. H:DOCS:97-work2:S W:ps Attachments CC: Jay Covington City Clerk Ron Olsen 056490 NW HYDRAULIC CONSULTANTS INC 9180302 10/26/99 ORIGINAL Vendor No. Vendor Name •• _pC� Hate ;y Chapter 116, laws of 1965 CITY OF RENTON Purchase Order City of Renton Certification I, the undersigned, do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and NW HYDRAULIC CONSULTANTS INC unpaid obligation against the City of Renton, and that I am authorized to 16300 CHRISTENSEN RD #350 authenticate and certify to said claim: TUKWILA, WA 98188-3418 Signed PLNG/BLDG/PUB WKS UTILITY SYS FERKINGSTAD, LINDA aty UtxEti Desci tiorl Untt price Est. Amount Account Number < WO/Func Amount CAG 97-044 Task. 3,980.84 E 421.000600.018.5960.0038.65.065080 65080/5160 3, 980 .84 1' �Gage Installation at —�' q Rolling Hills Creek ��_ �o '�i�i f� .Orv✓. '�lR�j �a -�- q q �. �65.-t i /0 3 .23 4 Li P a_ Authorized By 3, 980.84 3, 980.84 Accounts Payable Div.•200 Mill Ave.S.•Renton,WA 98055•Phone(206)235-2618•Fax(206)235-2513 �' DP 3119 11/94 w DATE(MM/DD/YY) PAGE 5JAN-2000R �FIO E VFL ACCORD Y PRODUCER 80106 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Willis of Seattle,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O.Box 34201 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 701 Fifth Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 4200 Columbia Center COMPANIES AFFORDING COVERAGE Seattle WA 98124 37478-001 (SEAT) (206)386-7400 COMPANY Hartford Insurance Company of the Midwest Rosanne Smith -- I 20443-002 (SEAT) INSURED COMPANY Continental Casualty Company B CNA Risk Management Northwest Hydraulic Consultants,Inc. 16300 Christensen Road COMPANY C Suite 350 Tukwila WA 98188-3418 COMPANY D GOVERAI DES >. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM/DDNY) DATE(MM/DD/YY) A GENERAL LIABILITY 52UUCGM9004 04-DEC-1999 30JUN-2000 GENERALAGGREGATE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OPAGG $ 2.000,000 CLAIMS MADE a OCCUR PERSONAL&ADV INJURY $ 1,000.000 OWNER'S 8 CONTRACTOR'S PROT EACH OCCURRENCE $ 1,0 0 0,0 0 0 X WA Stop GAP FIRE DAMAGE(Any one fire $ 300.000 MEDEXP(Any oneperson) Is 10,000 A AUTOMOBILE LIABILITY 52UUCGM9004 04-DEC-1999 30JUN-2000 1,000.000 COMBINED SINGLE LIMIT $ X ANYAUTO ALL OWNED AUTOS BODILY INJURY $ (Per person) SCHEDULED AUTOS to X HIRED AUTOS �q �C�R� BODILY INJURY $ (Per accident) X NON-OWNED AUTOS @�6�je �QOf1 PROPERTY DAMAGE $ GARAGE LIABILITY �\-��{ or� Gtrc V AUTO ONLY-EA ACCIDENT $ ANY AUTO \C��- OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM WC STATU- 0 WORKERS COMPENSATION AND To LIMITS R EMPLOYERS'LIABILITY EL EACH ACCIDENT $ THE PROPRIETOR/ EL DISEASE-POLICY LIMIT $ PARTNERS/EXECUTIVE INCL OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE OTHER B PROFESSIONAL LIABILITY- AEN004312372 30JUN-1999 30JUN-2000 $2,000,000 Per Claim CLAIMS MADE 2,000,000 Aggregate I I r$25,000 Per Cliam Deductible DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS SEE ATTACHED i.Eft hTIQ.... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL X/;ES )r6 MAIL Utility Systems 5th Floor 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Attn:Allen Quynn a=]rXKM2 X1aO(MAWI09110WNSTIMIRXIAX*p)0L9H(IY X6§KOGX"WXWKIAMWXX 1055 South Grady Way MXXIOXX)MNNXX1{MXTIIfliSX XXMXAOIKO('MX11XIX XX Renton WA 98055 AUTHORIZED REPRESENTATIVE 9 �ii .....................................................::.:::::::.:::::::::::::::::.::: : -... ACORID.1,.S 3.95 ::: SPECtA »" AGt7Rl ::GORPE)RA170N 1988 s ISSUE DATE(MM/DD/YY) WIIIIs GERTIF[CATE DF N'SURANCE' PAGE 2OF 2 ��, 5,JAN-2000 HOLDER. THIS CERIS FICATE DOE NOT AMEND,EXTEND OROA ALTER ONLY AND AFFFORDED BY THE THE BELOW INSURED $0106 PRODUCER Willis of Seattle,Inc. P. O. Box 34201 Northwest Hydraulic Consultants, Inc. 701 Fifth Avenue 16300 Christensen Road 4200 Columbia Center Suite 350 Seattle WA 98124 Tukwila WA 98188-3418 (206)386-7400 Rosanne Smith . GQVERaG£ : »' THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS TYPE OF INSURANCE DATE MM DD DATE MM DD DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Project : 20852 Rolling Hills Gage Install Waiver of Subrogation applies . Additional Insured( s ) : City of Renton ; RVA Cinema LLC ; RVA Office LLC Additional Insured status does not apply on Professional Liability SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL Y4VY?XiX1fm MAIL Utility Systems 5th Floor 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,- Attn:Allen Guynn WnIFAK XR)MNKXJ91kNOXOC} at(AWNNW=k QIlIk0QPA)M)Mk0k%M7CRXX 1055 South Grady Way Renton WA 98055 AUTHORIZED REPRESENTATIVE .� wus 1995 r ` CITY (IF R—E`ETON _ HUiYLA,INR:.�QURCES 3cRISKiYLANAGEMENT DF-?ART-Ni:I!trT INF0P-Y_=,TI0N F07M COcY�eZ�lCTOR1COCtSULTA_ Yorc��esc HvdrauLic Consultants , Inc. PRO.t=_CT t`fUysF.zz 52UUCGM9004 GAFF CON T ACT: Cznlficatc aF L^^sLzacc ictdiaccs ahc 1LMict SpcciCtcc' n wrtczC7 IC co, `C� G No I. the Cor-.mc.c'31 Gceaf f.iablficf 9cUCY far- in Q Nc ts0 1993 O<c c- ;c �crrn oe Eq*-,iYzfczc? Y� (f�no. ac'.1ch a cop? c(c`,c ycficy with "::;u rcd cave-:-cs cf4:(y idcnr.;tcC} CG C043 ex,,M=daccvr �-dccs� prcYiC_ ?_S Q Y �a c G ' CGf_Gc-<ral h��cS�•- ptavide3.:ct a "cam pr_j�:�-is(CCZ`Ji}?. �,� Y=. C Na v� C No A,iCitiansf C.^SL cC woc-•'.�tg crayid�?• All co-vcngc crt a pritt_.ry�:=s a.ttd ncc-,zs,tc�uc.Zg basis?' r= Ycs CI SQ ' 3 v= CI Nc WaiYc:of su�rogat:cc C3t_.c lc?tics?' cy C. No of fnr=- Cfiusc(C.Tst C.:3ciliry) a li=s1 c' Ne.'ie=of Canesllatiaa°Ncr.-cZecyat z:.e^.Cc` to Al Ca;s?- C.' Y cs CI No i a a<shorn,"an c4L— iIC lz cj'L-uy=nce a Hat eeg-weed if 1SO 0cz- renez fernm c: 1990 cr acrli:r:may_:;o b� AM 3ES7S RATUNG FOR CAR-R-r 7--R: CGf_ A-X'J g-� Urrh p o(cssioaal Auca This QucticnruIrc is issued s: 1 rZSttcC at irtCar-3cien. This �uattortr.s�rc is rc: :.z irtsucLne= policy _:C Coes rtat zrreacl, ezc^..d Cr ilcC cte cu�arc3= =ForC� 57 ch< politic; irte:esced or, CCe :c3G`.c= C=rZT3cTCA 1 c CF NSUR-ANCS- TZe CITY (3c ;L---t oN' �r ic: o�:tars, shalt ear-n ee�res of tle �ollei_: sc Clor syx;itie deelarzeion as;cs Fc'ZOM aw:rCcC oiCCc Fror<c'cc:ciort ofceee�c=- Willis Corroon Corp . of SeaccLe Rosa-mat Smich Agency/3rosccr G.me(<acC.87 Ct rS'c cc p;inc 2�a.-nc) P 0 Box 3420 L ,• SeaccLe, rWk 98124 Ad�rcLv ifto _a ..Ffcc2 ay(Sigf,�curc) Max Hanley --� Nanc ccpcncn to contact jr,(crhortc fit ;.hcr 056490 NW HYDRAULIC CONSULTANTS INC 9180302 10/26/99 ORIGINAL Vendor No. Vendor Name ff-To • PO Date Chapter 116, Laws of 1965 4110 CITY OF RENTON Purchase Order City of Renton Certification I, the undersigned, do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and NW HYDRAULIC CONSULTANTS INC unpaid obligation against the City of Renton, and that I am authorized to 16300 CHRISTENSEN RD #350 authenticate and certify to said claim: TUKWILA, WA 98188-3418 Signed PLNG/BLDG/PUB WKS UTILITY SYS FERKINGSTAD, LINDA Qty? Unit Description Unit Price ;Est.Amount Account Number; WO/Func Amount v CAG 97-044 Task: 3, 980.84 E 421.000600 .018.5960 .0038.65.065080 65080/5160 3, 980 .84 " Gage Installation at r� 2 � 3 //-q- qq /, � , g•v Rolling Hills Creek t / qq Jrw- �� is -G q 2.3 Authorized By 3,980.84 3, 980 .84 Accounts Payable Div.•200 Mill Ave. S.•Renton,WA 98055•Phone(206)235-2618 Fax(206)235-2513 �-/ copy DP 3119 11/94 northwest hydraulic consultants 16300 Christensen Road, Suite 350 Seattle, WA 98188-3418 Federal Tax I.D. #91-1113093 ORIGINAL TO Invoice Number: 4243 Invoice oN V Or�SNEMS Invoice Date: January 5,2000 To: City of Renton Department of Public Works 1055 S. Grady way C®f",!C U R R E N C E Renton,WA 98055 PATE t 0 oZ 6 06 Attention:Allen Quynn I .'c INITIAVDAT 77 NHC Project: 20852 Springbrook Creek Hydrology-Rolling Hills Gage Client Ref.: Purchase Order Number 9180302 I Manager: Lawrence M.Karpack !!!! Professional Services for the Period Ending: 12/31/1999 � - q21. � ,��g . �6 . 3�. s 96� Reimbursables Vendor/Expense Date Descriptio Charee Eric T.VanderMeer 12/16/1999 Expense Report $74.79 Reimbursables Total $74.79 Project Totals Total Project Invoice Amount $74.79 Billing/Budget Status Contract Maximum: $3,980.00 Previous Billings Against Maximum: 3,877.70 Current Billings Against Maximum: 74.79 Balance After This Invoice: $27.51✓ t Page 1 of 1 THE HOME DEPOT 4705 6810 SO 180TH THE H0ME DEPOT 4705 r � Am R RRAI7V WAti� #f TOKWILA,WA 98188 (206)575-9200 6810 SO 180TH TUKWILA,WA 98188 (206)575-9200 y f9w ?77-7,,.;R9 4705 00004 90441 11/12/99 SALE 11 779 07:22 AM 4705 00007 34012 11/05/99 � '�I1 SALE 11 603 10:55 AM EAGLE 1163 , �1' �� 0325 A i HARDWARE ,� GARDEN*1 �1► '�> 1O1 r Park East, Tukil� t^r ,1' Q� �1�.� VA-%188 Tel (206) �r54'�O' 11/11/99 1�`1�PM �`14 lz 11' I # * 1 more Of Even hltt9 * ,'�71#15A9 A 41 `-4 1 os 1# 1 O Looking For An EXeitirg Career Now HI 734678374841 16GA POST 6.78 ** RING *** 078575163369 SS CLMP 0.98 045564203269 REDUCER 1.72 fnMRn #q TI$5.49 078575163369 SS CL111P 0.98 045564203269 REDUCER 1.72 E 078575163369 SS CLMP 0.98 045564205188 COUPLER 3.79 MTgr.FI T�$n.99 078575163369 SS CLMP 0.98 045564205171 FEMALE CON 1.19 } t0UTB/I�TUFASTEIF o.P,� tX _1'r-i 030699149063 383 U BOLT 0.95 SUBTOTAL 8.42 #9 RMl Ti$''.99 I 030699149063 383 U BOLT 0.95 8.42 TAX WA 8.60% 0.72 4 MTgrFI Ta4,n.99 071649322402 4 PAK LOCK 15.46 TOTAL $9.14 SUBTOTAL 28.06 5300010599804205 VISA/MC 9.14 01TOTAt �• S,nnA RF T+$1-n` 28.06 TAX WA 8.60% 2.41 AUTH CODE 020757/9070222 TA �-- TOTAL TAX } $30.47 - 5300001006767705 VISA/hIC 30.47 i TOTAL. 1.O0 _ AUTH CODE 004256/2040500 TA IIIII�IIIIIIII�IIIIIIIIII i' Q• II III III�IIIIII�IIIII�IIIIIIII 4705 07 34012 11/05/99 0325 p-LEASE RETAIti YOUR RECEIPT FOR EXC4i 99 II III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII TORE MANAGER-ERIC HAGSTRO14 575-9200 :{i{I 4705 04 90441 11/12/99 1169 THANK YOU FOR SHOPPING AT THE HOME DEPOT 0J31 €#31 3� j ]�11v` }2 STORE MAIJAGER-ERIC HAGSTRObI 575-9200 WAREHOUSE PRICING DAY-IN DAY-OUT THANK YOU FOR SHOPPING AT THE HOME DEPOT WAREHOUSE PRICING DAY-IN DAY-OUT RIIRTnTAI — - TAX1 4,n.9A TA;{? in.1 R 4—' —.- 0 0 Q E2¢ NFRF _. f0 x LL7 LL� Lam-\ F-- En t z 1,,,,. [yry L _ p_. 9CJ�rYi l.L.£ 4-+ . C Lf7 w oca +�. O CJ]J 7K Cf O� U3 a� xx�- ^[.-iOrCD Coh T.C CD c=r�C�IJ� G� En E XJ 3 1.0 C_ Cm cn c:> a a _ Page �. Federal ID No:11-2578749-Incorporated State of Delaware INVOICE LAIRD PLASTICS Canadian Business Number(BN):13332 8740 �— DATE • • VALUE THROUGH SERVICE *RE:MIT TO: a� 16 650 SOUTH INDUSTRIAL WAY X-LAIRD PLASTICS, INC,. 11/12/99 .943626 SEATTLE WA 981.08 'KID' O BOX 951221 u THE WITHIN ORDER IS SUBJECT TO ALL 206-623-••4900 9( � OF THE TERMS AND CONDITIONS OF THE RECEIVE", REVERSE SIDE UNLESS OTHERWISE n�DALL.AS TX 75395-1221 a( AGREED IN WRITING BY THE PARTIES CITY OF RENTON THERETO. SOLD FIRE DEPARTMENT' JAN 0 5 2000 SHIP TO TO CITY OF RENTON 1055 SOUTH GRADY WAY CITY OF RENTOI` FIRE DEPARTMENT R ECF— IVED RENTON WA 98055 UTILITY SYSTEMS 1055 SOUTH GRADY WAY RENTON WA 98055 N 0 V 1 8 1999 CARRIER: UPS GROUND •OV SHIP POINT PRO-""-: 1.Z940'711.0347636737 • �.L • • •OU00083056 425-235-�'7��2 • . 2 � � L en •• � • 95 5 /00 �I�Y Uf I\L14 i Viii FIRE DATE OF ORDER SHIP VIA TERMS SALESPERSON BoLLand , Sam ITEM NO. DESCRIPTION U/M QTY.ORD. QTY.SHP'D. BACK ORD. TX UNIT PRICE TOTAL 04-•47--104055 ACRYLIC EX'T' TUBE .875 OD X .750 FT 46 48 Y .27303 13 11 ID CLEAN: 04-47-104057 ACRYLIC E:X'T TUBE 1.000 OD X FT 6 6 Y .31128 1.87 .075 ID CLEAR i B i L Led Fre i gh•t & Hand L i ng-T CONCURRENCE � Y � 11 .34 i P-ATE N AM,E INITIAL/DATE INVOICE DUL•"::: J.2/12/99 PO SUBTOTAL 26.32 MALES 'TAX 2,26 I A) - The goods covered herein are warranted to have been produced in compliance with the requirements of the Fair Labor Standards Act of 1938(Federal Wage&Hour Law)as amended. ' ' ' - 2E3.,5C3 LP 8379 REV. 11/97 Order on L i ne at http //www. 1.a i rdl:) i.as t i r..s,.rorn +rite,%) . 056490 NW HYDRAULIC CONSULTANTS INC 9180302 10/26/99 ORIGINAL Vendor No. - Vendor Name '• PO Date Chapter 116, Laws of 1965 CITY OF RENTON Purchase Order City of Renton Certification I, the undersigned, do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and NW HYDRAULIC CONSULTANTS INC unpaid obligation against the City of Renton, and that I am authorized to 16300 CHRISTENSEN RD #350 authenticate and certify to said claim: TUKWILA, WA 98188-3418 Signed PLNG/BLDG/PUB WKS UTILITY SYS FERKINGSTAD, LINDA Qty> Unit Descr tion Unit Price Est.:Amount Account Number WO/Func Amount CAG 97-044 Task: 3, 980.84 E 421.000600.018.5960.0038.65.065080 65080/5160 3, 980.84 1' Ga e Installation at 96 qi Rolling Hills Creek � � �f !v 3 -9- q q �� G g .23 Authorized By 3, 980.84 80.84 3, 9 Accounts Payable Div.•200 Mill Ave. S.•Renton,WA 98055•Phone(206)235-2618•Fax(206)235-2513 4y DP 3119 1 1/94 northwest hydraulic consultantsp b . q 143a � 16300 Christensen Road, Suite 350 Seattle,WA 98188-3418 Federal Tax I.D. #91-1113093 ORIGINAL Invoice Number: 4199 Invoice Invoice Date: December 6, 1999 RECEIVED To: City of Renton Department of Public Works DEC - 1 1999 CITY OF RENTON CONCURRENCE 1055 S.Grady Way UTILITY SYSTEMS PATE a-'� 101 WA 98055 INITIAL/DATE Renton, I i ,'wSE Attention:Allen Quynn NHC Project: 20852 Springbrook Creek Hydrology Client Ref.: Purchase Order Number 9180302 Manager: Lawrence M.Karpack Professional Services for the Period Ending: 11/30/1999 Professional Services Task 8 Rolling Hills Gage Install Staff Cateeory Rate Hours Fees Lawrence M.Karpack Principal 132.85 2.00 265.70 Patricia C.Henshaw Jr. Engineer 59.97 12.50 749.63 Eric T.VanderMeer Sr.Technician 66.11 17.50 1,156.95 Rolling Hills Gage Install Total: 32.00 $2,172.28 Professional Services Total $2,172.28 Reimbursables VendoLlapense pie Description Charge Eric T.VanderMeer 11/09/1999 Expense Report $120.82 Truck Mileage @.40/Mile 26.0 Miles 10.40 Truck Rental @$40.00/day 2.0 Day 80.00 W.W. Grainger 11/03/1999 #5 Hose Clamp,Pk 10 25.21 Reimbursables Total $236.43 Page 1 of2 northwest hydraulic consultants Invoice: 4199 Project: 20852 December 06, 1999 Project Totals Total Project Invoice Amount $2,408.71 Billing/Budget Status Contract Maximum: $3,980.00 Previous Billings Against Maximum: 1,468.99 Current Billings Against Maximum: 2,408.71 Balance After This Invoice: $102.30 Page 2 of 2 • 1��.�� i.�•l r\•M n..�'� ..../'tn;R 4.w in ten..... r'�.�v.Mn.r^Y`.^ T H E H O M E DEPOT 4705 THAW YOU FOR SHOPPING AT 6810 SO 180TH NCLE M HARMlARE - KENT TUKWILA,WA 98188 (206)575-9200 (253) 850-2722 10/27/99 4:54 BERTHA C 124 SALE 4705 00004 43663 10/28/99 KEEP RECEIPT FOR REIM AND EXCHANGES SALE 11 811 08:09 AM 40 10 .50 /EA sos ► PLUMBING DEPARTMENT 5.00 30 2 1.29 /EA .�1�►1� 58 101�118200 ` 4.99 /EAR PURPLE PRIMER CIFAMER 16 OZ 4.99 10220150 1 4.99 /EA 28 11' ® 0RAIN R 5337E SHINE PVC CEMENT 16OZ .61 /E�4.99 i 030699901074 NUT/BOLTS 0.10 2' PVC VALE ADPT SLXTH 1.22 I 030699901074 NUT/BOLTS 0.10 054120 1 1.42 /EA 030699901074 NUT/BOLTS 0.10 2' PVC THRD'D CAP 1.42 030699901074 NUT/BOLTS 0.10 052630 2 90 ELBOW ;L1 1 1.05 .05 /EA 030699901081 NUT/BOLTS 0.11 55 10 .08 /EA 030699901081 NUT/BOLTS 0.11 NU S, BOLTS 6 F 1ASTENERS .� /EA .80 030699901081 NUT/BOLTS 0.11 030699901081 NUT/BOLTS 0.11 NUTS, BOLTS & FASTENERS .60 400020020079 STEP STONE 0•98 55 2 030699327119 FASTENERS 0.78 N11TSt BOLTS & FASTENERS �� /� .56 030699251216 FASTENERS 0.78 ' 030699149063 383 U BOLT 0.95 ; 5 NUTS, BOLTS b FASTENERS .09 /EA .18 030699327119 FASTENERS 0.7S 2 .12 iEA 03069914906E 383 U BOLT 0•95 BOLTS # FASTENERS .24 030699149063 383 U BOLT 0.95 10214940 1 2.19 iEA 030699249916 FASTENERS 0•78 CET 1/2' PVC #986 2.19 030699251216 FASTENERS 0.78 55 4 .19 /EA 037103063359 TAPE 12.84 NUT% BOLTS L F .76 695298037496 TAPE WHITE 1•99 55 8 .04 /EA 734678374841 16GA POST 6.78 NUTS, BOLTS f FASTENERS .32 734678374841 16GA POST 6•78 55 1 .09 /EA 091111374722 16GA LINEP 5.98 NUTS! BOLTS � FASTENERS .09 076000003136 2X4-12 LP2 5.75 55 2 .10 /EA 076000122172 4X4X8TREAT 6•20 104 !�BOLTS & FASTENERS .20 076000122172 4X4X8TREAT 6.2E SUBTOTAL 61.09 STRAP ENT 1-HOLE 1 1.95 61.09 TAX WA 8.60. 5.25 10214940 1 2.19 /EA TOTAL $66.34 LB CMDULET 1/2' PVC #9% 2.19 5300001006767705 VISA/MC 66.34 10073840 2 .69 /EA AUTH CODE 017957/7040957 TA WN 1/2' 90 PLAIN END SCH 4 1.38 10074110 4 .22 /EA COUPLING 1/2' PVC .88 I IIIIIIIIIIIIIIII�IIIIIIIIII HAND TOOL DEPARTMENT 11.69 /E11.69 II II IIIIIIIIIIIIIIIIIIIII II 4705 04 43663 10/28/99 8057 I 30 9 .19 /EA STORE MANAGER-ERIC HAGSTROM 575-9200 ELECTRICAL DEPARTMENT .69 /EA1.71 THANK YOU FOR SHOPPING AT THE HOME DEPOT CONDUIT LOD(NUT 2' .69 WAREHOUSE PRICING DAY-IN DAY-OUT 301590 1 2.49 /EA WAM REDC 3X2' 2.49 SUB-TOTAL: 50.17 TAX: 4.31 TOTAL: .54.48 BK CARD#: 5300 ANT: 54.48 =?> JR L# X70135 t t= COST # *1 i i �i7 u jiX,, GS 193494'6'17 PACKING LIST c'ht 6, cl,erj n busimss.' H CONTROL/INV N0. PAGE N0. �' 5 TO B VD S 1855121 1 KWILA WA 98188-4771 H EMPLNO. P NORTHWEST HYDRAULIC CONS 3RYM PH# (42 1-5030 T 16300 CHRISTENSEN350 o TUKWILA WA 98188 '88-4771 ORIGINAL" SNVOICE A H REC'D/PD NUMBER: 753-477297-0 S ATTN: ACCOUNTS PAYABLE DATE: 11/03/99 0 NORTHWEST HYDRAULIC CONS FOLLOW PAGE: 1 OF 1 D 16300 CHRISTENSEN350 NS ON REVERSE SIDE T TUKWILA WA 98188 (OUR ORDER VE::.: ORDER NUMBER �» '�r g RELEASE NUMBER WEIGHT NO.PIECES ACCOUNT NUMBER _ . INTERNET 1 1 ' 753 82-187-163-9 ' aww�n ; BAac ... STOCK PART ORDER m ,� NUMBER DESCRIPTION l L MANUFACTURER NO, UNIT PRICE TOTAL PRICE iC; NUMBER..J 1 � 1A532-9 5' HOSE CLAMP, PK 10 I I 23.22 23.22 - - - (o-750 L b I 1 ; If 2.0 G2 Task S ZS.Z I I CALLER: ERIC VANDERM PHONE#: (425) 241-6000 DATE SHIPPED- 11/03/99 INVOICE SUBTOTAL 23.22 98188- 0 TAX 1.99 P2 TOTAL 25.21 PAY THIS INVOICE AMOUNT DUE S 25.21 NO STATEMENT SENT DATE DUE 12/03/1999 PAYABLE IN U.S. DOLLARS TERMS NET 30 DAYS SEE SALES TERF.AS AND CONDITIONS ON THE REVERSE PLEASE DETACH THIS PORTION AND RETURN WITH YOUR PAYMENT DO NOT STAPLE - REMIT SOLD TO TO: - NORTHWEST HYDRAULIC CONS W.W. GRAINGER, INC. 16300 CHRISTENSEN350 DEPT 753 - 821871639 TUKWILA WA 98188 PALATINE, IL 60038 0001 821871639753477297010000025211000019910000000100000099120385 ACCOUNT NUMBER DATE INVOICE NUMBER AMOUNT DUE 753 82-187-163-9 11/03/99 753-477297-0 S 25.21 000191-2 FOR COMMENTS OR CHANGE OF ADDRESS,CHECK BOX AND ENTER INFORMATION ON REVERSE SIDE. ORIGINAL 056490 NW HYDRAULIC CONSULTANTS INC 9180302 10/26/99 Vendor No. Vendor faEame ' • PO Date Chapter 116, Laws of 1965 CITY OF RENTON Purchase Order City of Renton Certification PFR I, the undersigned, do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and NW HYDRAULIC CONSULTANTS INC unpaid obligation against the City of Renton, and that I am authorized to 16300 CHRISTENSEN RD #350 authenticate and certify to said claim: TUKWILA, WA 98188-3418 Signed PLNG/BLDG/PUB WKS UTILITY SYS FERKINGSTAD, LINDA ::::.>::>:«::<: :::». ::<>:<::><.Est. Amount <>: Account Nurtrber; WO/Func Amount 1. �.escrl tion.:::::::::.. .:.:....::..... . :iJI O W. CAG 97-044 Task. 3,980.84 E 421.000600 .018.5960 .0038.65.065080 65080/5160 3, 980.84 Gage Installation at J, g•�� Rolling Hills Creek 25 OW 4q �G � � S �/�3 J(-q. q Authorized By 3, 980.84 3,980.84 Accounts Payable Div. •200 Mill Ave.S.•Renton,WA 98055•Phone(206)235-2618•Fax(206)235-2513 • DP 3119 11/94 .o ;x�� northwest hydraulic consultants ig��30� � , ✓'� 16300 Christensen Road, Suite 350 t Seattle, WA 98188-3418 ORIGINAL Federal Tax I.D. #91-1113093 Invoice Number: 4163 Invoice Invoice Date: November 9, 1999 To: City of Renton RECEIVED Department of Public Works NOV 10 1999 _ Way CONCURRENCE 1055 S.Grady Y CITY OF RENTON UTILITY SYSTEMS DATE 1 a Renton,WA 98055 NAME INITIAL/DATE Attention:Allen Quynn NHC Project: 20852 Springbrook Creek HydrologyA u Client Ref.: Purchase Order Number 9180302 Manager: Lawrence M.Karpack Professional Services for the Period Ending: 10/31/1999 Professional Services Task 8 Rolling Hills Gage Install Staff Cateeory Rate Hours Fee Eric T.VanderMeer Sr.Technician 66.11 22.00 19454.42 Rolling Hills Gage Install Total: 22.00 $1,454.42 Professional Services Total $1,454.42 Reimbursables Vendor/Exvense Dom., Descriptio Chame Eric T.VanderMeer 10/29/1999 Mileage $14.57 Reimbursables Total $14.57 Page 1 of 2 northwest hydraulic consultants Invoice: 4163 Project: 20852 November 09, 1999 Project Totals Total Project Invoice Amount $1,468.99 Billing/Budget Status Contract Maximum: $3,980.00 Previous Billings Against Maximum: 0.00 Current Billings Against Maximum: 1,468.99 Balance After This Invoice: $2,511.01 Page 2 of 2 northwest hydraulic consultants 16300 Christensen Road, Suite 350 O '• Seattle,WA 98188-3418 Federal Tax I.D.#91-1113093 Invoice Number: 4163 Invoice Invoice Date: November9, 1999 To: City of Renton Department of Public Works 1055 S.Grady Way Renton,WA 98055 Attention:Allen Quynn NHC Project: 20852 Springbrook Creek Hydrology Client Ref.: Purchase Order Number 9180302 Manager: Lawrence M.Karpack Professional Services for the Period Ending: 10/31/1999 Professional Services Task 8 Rolling Hills Gage Install Staff Catezo Rate Hours Fees Eric T.VanderMeer Sr.Technician 66.11 22.00 1,454.42 Rolling Hills Gage Install Total: 22.00 $1,454.42 Professional Services Total $1,454.42 Reimbursables Vendor/Exnense D-= Description Charee Eric T.VanderMeer 10/29/1999 Mileage $14.57 Reimbursables Total $14.57 Page 1 of northwest hydraulic consultants Invoice: 4163 Project: 20852 November 09, 1999 ` Project Totals Total Project Invoice Amount $1,468.99 Billing/Budg t to a Contract Maximum: $3,980.00 Previous Billings Against Maximum: 0.00 Current Billings Against Maximum: 1,468.99 Balance After This Invoice: $2,511.01 Page 2 of 2 e 4, 51 October 1999 northwest hydraulic consultants Mileage Expense Account Name: Eric VanderMeer I 0.31 Month: IOctober 1999 rDATE DESCRIPTION Al2 NH COST CLIENT CO.ST SUB Ad;Ic nu u, „ ,...,_, CCT. AMOUNT PROD. AMOUNT TOTAL Renton Cit Shops 20852 $3.72 $3.72 Home Depot/Storage Etc. 20852 $10.85 $10.85 Total Signed: h < `- Approved: Palle 1 HYDRAULIC PROJECT APPROVAL State of Washington WbAilm" of RCW 75.20.100 or RCW 75.20.108 Department of Fish and Wildlife Dowo" Region 4 Office FISHO+ 16018 Mill Creek Boulevard RUN Mill Creek,Washington 98012 DATE OF ISSUE: October 27, 1999 LOG NUMBER: 00-E3916-01 PERMITTEE t/ AUTHORIZED AGENT OR CONTRACTOR City of Renton GG`�vO Not Applicable Surface Water Utility Division GGV ,AI§Ij ATTENTION:Allen Quinn 10055 South Grady Way Renton,Washington 98055 (425)430-7247 G\)< Fax: 425 430-7241 PROJECT DESCRIPTION: Install Gauge PROJECT LOCATION: Between I-405 and the Renton Cinema on Grady Way # WRIA WATER BODY TRIBUTARY TO 1/4 SEC. SEC. TOWNSHIP RANGE COUNTY i 09.Misc Unnamed(Rolling Hills Cr.) Spring Brook Creek 19 23 North 05 East King PROVISIONS 1. TIMING LIMITATIONS: The project may begin Immediately and shall be completed by December 31, 1999. 2. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify the Area Habitat Biologist(AHB)listed below of the project start date. Notification shall be received by the AHB at least three working days prior to the start of construction activities. The notification shall include the permittee's name,project location, starting date for work,and the control number for this Hydraulic Project Approval. 3. Work shall be accomplished per plans and specifications entitled,"Gauge Installation",dated October 27, 1999, and submitted to the Washington Department of Fish and Wildlife,except as modified by this Hydraulic Project Approval, These plans reflect design criteria per Chapter 220-110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 4. All work shall be done using hand tools. 5. If at any time, as a result of project activities,fish are observed in distress,a fish kill occurs, or water quality problems develop(including equipment leaks or spills), operations shall cease and the Washington Department of Fish and Wildlife at(360) 534-8233 and Washington Department of Ecology at(425)649-7000 shall be contacted immediately. Work shall not resume until further approval is given by the Washington Department of Fish and Wildlife, 6. Erosion control methods shall be used to prevent silt-laden water from entering the stream. These may include,but are not limited to, straw bales, filter fabric,temporary sediment ponds,check dams of pea gravel-filled burlap bags or other material,and/or immediate mulching of exposed areas. Page 1 of 3 HYDRAULIC PROJECT APPROVAL State of Washington d RCW 75.20.100 or RCW 75.20.108 Department of Fish and Wildlife Region 4 Office FISH and 16018 Mill Creek Boulevard WOLN Mill Creek,Washington 98012 DATE OF ISSUE: October 27, 1999 LOG NUMBER: 00-E3916-01 7. All waste material such as construction debris, silt,excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. 8. Extreme care shall be taken to ensure that no petroleum products,hydraulic fluid, fresh cement, sediments, sediment- laden water,chemicals,or any other toxic or deleterious materials are allowed to enter or leach into the stream. 9. Alteration or disturbance of the bank and bank vegetation shall be limited to that necessary to construct the project. Within seven calender days of project completion, all disturbed areas shall be protected from erosion using vegetation or other means. SEPA: Exempt,no other non-exempt permits APPLICATION ACCEPTED: October 27, 1999 ENFORCEMENT OFFICER: Boone 030 [P3] Philip Schneider (425)649-7015 for Director Area Habitat Biologist WDFW GENERAL PROVISIONS This Hydraulic Project Approval(HPA)pertains only to the provisions of the Fisheries Code(RCW 75.20). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s)performing the work. This HPA does not authorize trespass. The person(s)to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge,possibly punishable by fine and/or imprisonment. All HPAs issued pursuant to RCW 75.20.100 or 75.20.160 are subject to additional restrictions,conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 75.20.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER,that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 75.20.130. APPEALS-GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. Page 2 of 3 HYDRAULIC PROJECT APPROVAL State of Washington ,t RCW 75.20.100 or RCW 75.20.108 Department of Fish and Wildlife Region 4 Office IV MUN FISH=d 16018 Mill Creek Boulevard Mill Creek,Washington 98012 DATE OF ISSUE: October 27, 1999 LOG NUMBER: 00-E3916-01 A. INFORMAL APPEALS (WAC 220-110-340)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100, 75.20.103,75.20.106,AND 75.20.160: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA;or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level,but if not,you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife,600 Capitol Way North,Olympia,Washington 98501-1091 and shall be RECEIVED by the Department within 30-days of the denial or issuance of a HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this informal appeal,a formal appeal may be filed. B. FORMAL APPEALS(WAC 220-110-350)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100 OR 75.20.106: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA; (B) An order imposing civil penalties;or (C) Any other"agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife,600 Capitol Way North, Olympia,Washington 98501-1091,shall be plainly labeled as"REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal,the deadline for requesting a formal appeal shall be within 30-days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.103 or 75.20.160: A person who is aggrieved or adversely affected by the denial or issuance of a HPA,or the conditions or provisions made part of a HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office,4224 Sixth Avenue SE,Building Two-Rowe Six,Lacey,Washington 98504;telephone 360/459-6327. D. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL,THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. Page 3 of 3 • �� ,T CITY OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor November 8, 1999 Mr. Phil Schneider Department of Fish and Wildlife Northwest Regional Office 3190 - 160th Avenue SE Bellevue, WA 98008-5452 SUBJECT: HPA for Gage Installation at Rolling Hills Creek Dear Phil: Enclosed is the HPA application which was previously Faxed on 11/05/99. Thank you for approving the application so promptly. I will give the consultant a copy of the approved HPA as well as review with him the provisions. If you have any questions, please call me at 425-430-7247. Sincerely, Allen Quy Pr ject Manager Surface Water Utility enclosure 99-757.DOC\AQ\tb 1055 South Grady Way-Renton, Washington 98055 9 This paper contains 50%recycled material,20%post consumer November 8, 1999 Mr. Phil ScO er Departmenh and Wildlife 3190 160th " Bellevue, WA 98008 SUBJECT: HPA for Gage Installation at Rolling Hills Creek Dear Phil: Enclosed is the HPA application which was previously Feed on 11/05/99. Thank you for approving the application so promptly. I will give the consultant a copy of the approved HPA as well as review with him the provisions. If you have any questions, please call me at 425-430-7247. Sincerely, Allen Quynn, Project Manager Surface Water Utility enclosure 99-757.DOC\ AGENCY USE ONLY . Agency Reference# Oate ate XX .......: Other J A R P A FORM ..T•. (I«use M w.shington state) � a PLEASE TYPE OR PRINT IN BLUE OR BLACK INK Based on the preceding checldist,I am sending copies of this application to the following: (check al that apply) ❑ Local Government for shoreline: ❑Substantial Development ❑Conditional Use ❑Variance ❑ Exemption;or,If applicable ❑Floodplain Management ❑Critical Areas Ordinance Washington Department of Fish and Wildlife for HPA ❑ Washington Department of Ecology for: ❑Approval to Allow Temporary Exceedance of Water Quality Standards ❑401 Water Quality Certification Nationwide Permits ❑ Washington Department of Natural Resources for.❑Aquatic Resources Use Authorization Notification ❑ Corps Engineers for:❑Section 404 ❑Section 10 permit ❑ Coast Guard for. ❑ Section 9 Bridge Permit SECTION A -Use for all permits covered by this application. Be sure to also complete Section C(Signature Block)for ali permit applications. 1.APPLICANT f y O F IZ e�►�f v MAILING ADDRESS �t%J WORK PHONE HOME PHONE FAX# ffZ5-)'l 30 ' -72 1 fT an agent Is acting for the applicant during the permit process,complete#2. 2 AUTHORIZED AGENT MAILING ADDRESS WORK PHONE HOME PHONE FAX# 3.RELATIONSHIP OF APPLICANT TO PROPERTY: ❑OWNER ❑PURCHASER ❑LESSEE OTHER: J t~r i -)Wi c:,t I'm y Ctr�fru 4.NAME,ADDRESS,AND PHONE NUMBER OF PROPERTY OWNER(S),IF OTHER THAN APPLICANT: Rc,ll?Ih V( l1aye /ISSOcjoa -eS Sc4j& 3700 , V0 ri'4 .14VC S.LOCATION(STREET ADDRESS,INCLUDING CITY,COUNTY AND ZIP CODE,WHERE PROPOSED ACTIVITY EXISTS OR WILL OCCUR) 1,; G rv,'/ rrJ a WATERBODY TRIBUTARY OF 1/4 SECTION TOWNSHIP J RANGE GOVERNMENT LOT SHOREUNE DESIGNATION I ca NE a 3 M ZONING DESIGNATION (-a M�-1 r rc It w( O FTI`Lc TAX PARCEL NO.: DNR STREAM IF KNOWN T t- 7), 3,Z O O00-9-0 Application Page 1 of 4 8.CHECK IF ANY STRUCTURES WILL BE PLACED: KWATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS;AND/OR ❑WATERWARD OF THE MEAN HIGH WATER LINE IN TIDAL WATERS 10.WILL FILL MATERIAL(ROCK FILL,BULKHEAD,PILINGS OR OTHER MATERIAL)BE PLACED: p Q ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES,VOLUME(CUBIC YARDS) IAREA (ACRES ❑WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES,VOLUME(CUBIC YARDS) /AREA (ACRES) 11.WILL MATERIAL BE PLACED IN WETLANDS? ❑YES A NO IF YES: A.IMPACTED AREA IN ACRES: B.HAS A DELINEATION BEEN COMPLETED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ❑NO C.HAS A WETLAND REPORT BEEN PREPARED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ❑NO D.TYPE AND COMPOSITION OF FILL MATERIAL(E.G.,SAND,ETC.): E.MATERIAL SOURCE: F.LIST ALL SOIL SERIES(TYPE OF SOIL)LOCATED AT THE PROJECT SITE,6 INDICATE IF THEY ARE ON THE COUNTYS LIST OF HYDRIC SOILS. SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE(MRCS): 11 WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? ❑YES xNO IF YES,IMPACTED AREA IS_ACRES 13.WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? ❑YES ANO IF YES: A.VOLUME:_(CUBIC YARDS�AREA_(ACRES) B.COMPOSITION OF MATERIAL TO BE REMOVED: C.DISPOSAL SITE FOR EXCAVATED MATERIAL: D.METHOD OF DREDGING: 14.LIST OTHER APPLICATIONS,APPROVALS,OR CERTIFICATIONS FROM OTHER FEDERAL,STATE OR LOCAL AGENCIES FOR ANY STRUCTURES,CONSTRUCTION,DISCHARGES, OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION Q.E.,PRELIMINARY PLAT APPROVAL,HEALTH DISTRICT APPROVAL,BUILDING PERMIT,SEPA REVIEW,FERC LICENSE, -FOREST PRACTICES APPLICATION,ETC.)ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION NO. DATE OF APPLICATION DATE APPROVED COMPLETED? SEPA LEAD AGENCY SEPA DECISION: SEPA DECISION DATE: 15. HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY DESCRIBED HEREIN OR FOR ANY ACTMTY DIRECTLY RELATED TO THE ACTNITY DESCRIBED HEREIN?❑YES %NO IF YES,EXPLAIN: Application Page 3 of 4 Oct--26-99 01 : 59P northwest hydraulic consu 206 439 2420 P .02 f m z 0 Co U �. _ y 0 0 CL q-0 k7 T7�p ic I Z1.E 911 �77 3- RUM43-3 X3_1 .G3-2,L-/ tX3- iixizi- M RIX3 /I IA3_ 7 I.G3 3 6-a > k ZIX,3�141 Of -15 tam 2UH-? , MA I�.G41-14 rj 4-3 EM-13 2t.G4 13 21,44-0 2I.Ak-le 1 -1" .G4; %'." ve IN I/ so r 21'i4 4 KC i4-4 L 21.r4-4 2144-4 114 :'�eet' ............ ji ff %0W Y A.) It 'J!'i m -16 gr� 77 _ , Ott_ , , , , ! /,_ -•s= �. � ,1 :„,+ ;, , .I - ,I+11 _ CZ: M U N / 0Ln � C ,,,, �-�rdd► � + ;0fiz;L SST- (3 E H wlb THE- cn A OZVZ 6Eb 903 nsuoo oL ono-ApiCy gsamq-t.-AOU d6S = TO 66-93-�o0 •. CITY OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor November 8, 1999 Mr. Michael Sandorffy RVA Cinema 800 Fifth Ave., Suite 3700 Seattle, WA 98104-3122 SUBJECT: Permission for Gage Installation at Rolling Hills Creek Dear Mr. Sandorffy: Enclosed are copies of both insurance instruments, one from the City, and one from Northwest Hydraulics, along with a signed original permission letter for the Rolling Hills Stream gage installation. The consultant is planning to work during the week of November 8 - 12, depending on the weather. Once again, thank you for your cooperation. If you have any questions, please call me at 425-430-7247. Sincerely, Allen Quynn, roject Manager Surface Water Utility enclosure 99-758.DOC\AQ\tb 1055 South Grady Way - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer 10/29/99 0 9:58 FAX 206 682 1040 RVA CINEMA,L.L.C. 800 Fifth Avenue Suite 3700 Seattle,Washington 98104-3122, (206)682-6868 (Fag)682-1040 October 29, 1999 Mr. Allen Quynn CITY OF RENTON Public Works Department Utility Systems-Fifth Floor 1055 South Grady Way Renton, WA 98055 Dear Mr. Quynn: This letter shall serve as our permission to enter our property to install and maintain a gage station in the creek embankment behind the Renton Village Cinema. This permission is extended to your consultant Northwest Hydraulics Inc. as well. This permission is not to be construed as an easement of any kind,and the City of Renton agrees to hold us harmless from all liability arising out of this work.Furthermore,the City of Renton will provide us with an Insurance Certificate showing a minimum$1,000,000 liability coverage with RVA Cinema L.L.C. and RVA Office LLC as additional insureds. Please indicate your agreement by signing below, and returning an executed copy via fax or by return mail. Thank you for your prompt attention,remaining„ Sincerely yours, RVA CINEMA,LLC by its manager SMQj C MA, LLC Michael andorffy Managing Member ACCEPTED THIS 47'�DAY OF-eeTOBER, 1999 CITY OF RENTON By:�?"V --- �O/�,7L,� S;72,41t of- 00?-r- -ec: W%+TTi2 UTiLCt,( (21V(� yz5- 43o- 724--,C� i RECEIVE Willis October 29 , 1999 NOV 1 - 1999 Insurance Bonds CITY OF RENTON UTILITY SYSTEMS 701 Frfth Avenue 4200 Columbia Center City of Renton Planning/Building Public Works DeWtX ftx34201 Utility Systems 5th Floor (Zip98124) Attn: Allen Quynn 1055 South Grady Way Seattle,WA 98104 Renton, WA 98055 Telephone 206-386-7400 Fax 206-386-7960 Dear Certificate Holder : Enclosed is the Certificate of Insurance issued on behalf of Northwest Hydraulic Consultants , Inc . Should you have any questions please feel free to call . Sincerely yours , Willis Corroon Corporation of Seattle Enclosure CC : Northwest Hydraulic Consultants, Inc . Hartford Insurance Company of the Midwest Continental Casualty Company THIS CERTIFICATE AMENDS, CANCELS AND REPLACES PREVIOUS CERTIFICATE Willis Corroon Corporation of Seattle Benefits Risk Management WA Insurance Authority P.O. Box 1165 Renton, WA 98057 03-Nov-99 Cert#: 1727 Phone: 425-277-7237 Renton Village Assoc., RVA Cinema LLC & RVA Office Fax: 425-277-7242 Attn: RE: City of Renton AS RESPECT, INSTALLATION OF STREAM MONITORING EQUIPMENT IN THE ROLLING HILLS CREEK. Evidence of Coverage The above captioned entity is a member of the Washington Cities Insurance Authority (WCIA), which is a self insured pool of over 97 municipal corporations in the State of Washington. WCIA has at least $1 million per occurrence combined single limit of liability coverage in its self insured layer that may be applicable in the event an incident occurs that is deemed to be attributed to the negligence of the member. WCIA is an Interlocal Agreement among municipalities and liability is completely self funded by the membership. As there is no insurance policy involved and WCIA is not an insurance company, your organization cannot be named as an "additional insured'. Sincerely, le6 2_� Eric B. Larson Assistant Director cc: Michael R. Webby ci<«el DATE(MM/DD/YY) ACORD. CERTIFICATE OF LIABILITY INSURANCE PAGE 1'OF 2 29-OCT-1999 PRODUCER 77106 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Willis Corroon Corporation of Seattle ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.0. Box 34201 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 701 Fifth Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 4200 Columbia Center COMPANIES AFFORDING COVERAGE Seattle WA 98124 Hartford Insurance Company of the Midwest (206)386-7400 COMPANY Rosanne Smith A INSURED COMPANY Continental Casualty Company B CNA Risk Management Northwest Hydraulic Consultants,Inc. 16300 Christensen Road COMPANY C Suite 350 Tukwila WA 98188-3418 COMPANY D THIS IS�OCERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. co POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS A GENERAL LIABILI[Y 52UUCHV0171 04-DEC-1998 04-DEC-1999 GENERAL AGGREGATE $ 2,000.000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OPAGG $ 2•000,000 CLAIMS MADE IK OCCUR PERSONAL&ADV INJURY $ 1,000.000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 1.000.000 X WA Stop GAP FIRE DAMAGE(Any one fire) $ 300.000 MED EXP(Anyone erson $ 10,000 A AUTOMOBILE LIABILITY 52UUCHV0171 04-DEC-1998 04-DEC-1999 1.000.000 COMBINED SINGLE LIMIT $ X ANY AUTO ALL OWNED AUTOS BODILY INJURY $ (Per person) SCHEDULEDAUTOS X HIREDAUTOS BODILY INJURY $ (Per accident) X NON-OWNED AUTOS P PROPERTYDAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM $ WC STATU- OTH- - WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILI Y EL EACH ACCIDENT $ THE PROPRIETOR/ EL DISEASE-PCI.ICYUMIT $ PARTNERS/EXECUTIVE RINCL OFFICERS ARE: EXCL EL DISEASE-EAEMPLOYEE OTHER B PROFESSIONAL LIABILITY- AEN004312372 30-JUN-1999 30-JUN-2000 $2,000,000 Per Claim CLAIMS MADE 2,000,000 Aggregate $25,000 Per Cliam Deductible DESCRIPTION OF OPERATIONS/LOCATK)NS/VEHICLESMPECIAL REMS r O,e CjubzRai ling ni hs dage instal SEE ATTACHED <C�)fi�11W1CA'TE HQLDSR; f�E..�,ATIL�N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL XWU0A4WXm MAIL Utility Systems 5th Floor 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Attn:Allen Quynn MMNAK701 XA7(%1D11N16(1LMNSMEX%KXCiXM710M=XSNKMAVId MKOM'MXX 1055 South Grady Way WXXNYX)MNNXXV M(X16> X XMXXMKX-MX)MX XX Renton WA 98055 AUTHORIZED REPRESENTATIVE ACORD 25-S 1 SPECIAL p �►# ii ktlQN 1988 ISSUE DATE Willis CERTIFICATE OF INSURANCE PAGE 2OF 2 [] 29-OCT-199' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED 77106 PRODUCER Willis Corroon Corporation of Seattle P.0.Box 34201 Northwest Hydraulic Consultants,Inc. 701 Fifth Avenue 16300 Christensen Road 4200 Columbia Center Suite 350 Seattle WA 98124 Tukwila WA 98188-3418 (206)386-7400 Rosanne Smith ERA .. ACE$ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD! INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION TYPE OF INSURANCE POLICY NUMBER DATE MM D DATE MM D LIMITS DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Project : 20852 Rolling Hills Gage Install Waiver of Subrogation applies . Additional Insured( s) : City of Renton ; RYA Cinema LLC ; RVA Office LLC Additional Insured status does not apply on Professional Liability WIMA rim cT1oN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL W1b1 )rI§ MAIL Utility Systems 5th Floor 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT; Attn:Allen Quynn 8dX6C)F7tK> XA9I�M91K7�U( lcMRx9GX7It(�f00�cN ()r10f(9lRKAWPAK1PK10IOCKK7fR7(XX 1055 South Grady Way Renton WA 98055 AUTHORIZED REPRESENTATIVE 1IV 18-swi (9/95) SPEOfAL © VWLLIS.1995- NOU-06-'99 MON 09:30 ID:WA DEPT OF FISHERIES TEL NO:206-391-6593 9253 P01 HYDRAULIC PROJECT APPROVAL State of Washington Orvvo.�ud RCW 75-20.100 or RCW 75-20.108 Department of Fish and Wildlife Pl91Io,� Region J Office 1RI M 16018 Mill Creek Boulevard MI Creek,Washlegtoe 98012 Of ISSUE: O�to)er'27. 1999 LOG TMitl4 R• 00-E1916 01 $ F City of Renton Not Applicable Surface Water Utility Division ATTENTION:Allen Quinn 10055 South Coady Way Renton,Washington 98055 (425)430-7247 Fax: 425 430-7241 PROJECT DESCRIPTION: Install Gauge PROJECT LOCATION: Between I-405 and the Renton Cinema on Grady Way BP- Y TBIBILEARY TO 1/4 SEC. SUF-Q IMiSHM RANGE CUUNTY 1 09.Misc Unnamed(Rolling Hills Cr.) Spring Brook Creek 19 23 North 05 East King I N ' The project may begin Immediately and shall be completed by December 31, 1999. 2. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify the Area Habitat Biologist(AHB)listed below of the project start date. Notification shall be received by the AHB at least three working days prior to the start of construction activities. The notification shall include the permittee's name,project location, starting date for work,and the control number for this Hydraulic Project Approval. 3, Work shall be accomplished per plans and specifications entitled,"Gauge Installation",dated October 27, 1999, and submitted to the Washington Department of Fish and Wildlife,except as modified by this Hydraulic Project Approval. These plans reflect design criteria per Chapter 220-110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 4. All work shall be done using hand tools. 5. If at any time,as a result of project activities,fish are observed in distress,a fish kill occurs,or water quality problems develop(including equipment leaks or spills),operations shall cease and the Washington Department of Fish and Wildlife at(360)534-8233 and Washington Department of Ecology at(425)649-7000 shall be contacted immediately. Work shall not resume until further approval is given by the Washington Department of Fish and Wildlife. 6. Erosion control methods shall be used to prevent silt-laden water from entering the stream. These may include,but are not limited to,straw bales,filter fabric, temporary sediment ponds,check dams of pea gravel-filled burlap bags or other material, and/or immediate mulching of exposed areas. Page 1 of 3 NOU—Oe—'99 MON 09:31 ID:WA_DEPT_ OF FISHERIES TEL NO:206-391-65e3 #253 P02 µ r , HYDRAULIC PROJECT APPROVAL Department of '�Fish and Wildlife RCW 75.20.100 or RCW 75.20.108 Reeon 4 Office lid 16019 Mill Creek Boulevard Mill Creek,WasWoCton 98012 DATEDE I be 9 LOG NTTMla)ER: 00-E3916-01 7. All waste material such as construction debris,silt,excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. 8. Extreme care shall be taken to ensure that no petroleum products,hydraulic fluid,fresh cement,sediments,sediment- laden water,chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the stream. 9. Alteration or disturbance of the bank and bank vegetation shall be limited to that necessary to construct the project. Within seven calender days of project completion,all disturbed areas shall be protected from erosion using vegetation or other means. SEPA: Exempt,no other non-exempt permits APPLICATION ACCEPTED: October 27, 1999 ENFORCEMENT OFFICER: Boone 030 (P3] Philip Schneider (425)649-7015 for Director Area Habitat Biologist WDFW GENERai,PROVISIONS This Hydraulic Project Approval(HPA)pertains only to the provisions of the Fisheries Code(RCW 75.20). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s)performing the work. This 14PA does not authorize trespass. 0 The person(s)to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge,possibly punishable by fine and/or imprisonment. All HPAs issued pursuant to RCW 75.20.100 or 75.20.160 are subject to additional restrictions,conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such Action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 75.20.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER,that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 75.20.130. APPEALS-G NERA1.IIyF'ORl1LATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE,ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE, Page 2 of 3 NOU-08—'99 MON 09:31 ID:WA DEPT OF FISHERIES TEL NO:206-391-6593 t#253 P03 HYDRAULIC PROJECT APPROVAL State of Washington AM Co�C( RCW 75.20.100 or RCW 75.20.108 Region A Officeent of Fish and Wildlife Region 4 Office pm i 16018 Mill Credo Boulevard toWDLU Mill Creek,Washington 98012 DATE OF ISSUE; 0010heF_2.7. 1999 LOG NUMBER* 00-E3916-01 A. INFORMAL APPEALS(WAC 220-110-340)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100, 75.20.103,75.20.106,AND 75.20.160: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA;or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level,but if not,you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife,600 Capitol Way North,Olympia,Washington 98501-1091 and shall be RECEIVED by the Department within 30-days of the denial or issuance of a HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved parry and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this informal appeal,a formal appeal may be filed. B. FORMAL APPEALS(WAC 220-110-350)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100 OR 75.20.106: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA; (B) An order imposing civil penalties;or (C) Any other"agency action"for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife,600 Capitol Way North, Olympia,Washington 98501-1091,shall be plainly labeled as"REQUEST FOR FORMAT.APPEAL"and shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal,the deadline for requesting a formal appeal shall be within 30-days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20,103 or 75.20.160: A person who is aggrieved or adversely affected by the denial or issuance of a HPA,or the conditions or provisions made part of a HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office,4224 Sixth Avenue SE,Building Two-Rowe Six,Lacey,Washington 98504,telephone 360/459-6327. D. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL,THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. Page 3 of 3 NOU-0e _99 MON 09.32 ID:.WA DEPT OF FISHERIES TEL NO:206-391-6593 #253 PO4 Post-ItO Fax Note 7671 Date 1110WN I R4B► To From G Col 7 Co. E Lonr, . �✓� Phone# - yD� 7��{7 Phona Fax# FyAU ry,b Fax 10/29/99 09:58 FAX 206 682 1040 S M S Lgj uuz RVA CINEMA,L.L.C. 800 Fifth Avenue Suite 3700 Seattle,Washington 98104-3122, (206)682-6868 (Fax)682-1040 October 29, 1999 Mr. Allen Quynn CITY OF RENTON Public Works Department Utility Systems-Fifth Floor 1055 South Grady Way Renton, WA 98055 Dear Mr. Quynn: This letter shall serve as our permission to enter our property to install and maintain a gage station in the creek embankment behind the Renton Village Cinema. This permission is extended to your consultant Northwest Hydraulics Inc. as well. This permission is not to be construed as an easement of any kind,and the City of Renton agrees to hold us harmless from all liability arising out of this work. Furthermore,the City of Renton will provide us with an Insurance Certificate showing a minimum$1,000,000 liability coverage with RVA Cinema L.L.C. and RVA Office LLC as additional insureds. Please indicate your agreement by signing below,and returning an executed copy via fax or by return mail. Thank you for your prompt attention,remaining„ Sincerely yours, RVA CINEMA,LLC by its manager SMQj CI MA, LLC Michae andorffy Managing Member ACCEPTED THIS 4#DAY OF-eeTonM 1999 CITY OF RENTON By:_ I 01F. t>v,-F Wr�r�2 UTiLir rvCz -�a � nCi `a��e-J ��2_ -(ZS- 430- 7L¢�j YK AMN Insurance Authority P.O. Box 1165 Renton, WA 98057 03-Nov-99 Cert#: 1727 Phone: 425-277-7237 Renton Village Assoc., RVA Cinema LLC & RVA Office Attn: Fax: 425-277-7242 RE: City of Renton AS RESPECT, INSTALLATION OF STREAM MONITORING EQUIPMENT IN THE ROLLING HILLS CREEK. Evidence of Coverage The above captioned entity is a member of the Washington Cities Insurance Authority (WCIA), which is a self insured pool of over 97 municipal corporations in the State of Washington. WCIA has at least $1 million per occurrence combined single limit of liability coverage in its self insured layer that may be applicable in the event an incident occurs that is deemed to be attributed to the negligence of the member. WCIA is an Interlocal Agreement among municipalities and liability is completely self funded by the membership. As there is no insurance policy involved and WCIA is not an insurance company, your organization cannot be named as an "additional insured'. Sincerely, Eric B. Larson Assistant Director cc: Michael R. Webby cletter AGENCY USE ONLY Agency Reference#: Date Received: Other. JARPA FORM 1 I ETA Q 11��1 (f0!use M WaahingOon Stab) o� PLEASE TYPE OR PRINT IN BLUE OR BLACK INK Based on the preceding checldist,I am sending copies of this application to the following: (check a/that apply) ❑ Local Government for shoreline: ❑Substantial Development ❑Conditional Use ❑Variance ❑ Exemption;or,If applicable ❑ Floodplain Management ❑ Critical Areas Ordinance iSf Washington Department of Fish and Wildlife for HPA ❑ Washington Department of Ecology for: ❑Approval to Allow Temporary Exceedance of Water Quality Standards ❑401 Water Quality Certification Nationwide Permits ❑ Washington Department of Natural Resources for.❑Aquatic Resources Use Authorization Notification ❑ Corps Engineers for.❑Section 404 ❑Section 10 permit ❑ Coast Guard for. ❑Section 9 Bridge Permit SECTION A - Use for all permits covered by this application. Be sure to also complete Section C(Signature Block)for all permit applications. 1.APPLICANT MAILING ADDRESS C- Reh fvkl WORK PHONE HOME PHONE FAX N (-4 2-5-)q30 -721I l If an agent Is acting for the applicant during the permit process,complete#2 2.AUTHORIZED AGENT MAILING ADDRESS WORK PHONE HOME PHONE FAX k 3.RELATIONSHIP OF APPLICANT TO PROPERTY: ❑OWNER ❑PURCHASER ❑LESSEE OTHER: JtArr �clicflon4� COhfro� 4.NAME,ADDRESS,AND PHONE NUMBER OF PROPERTY OWNER(S),IF OTHER THAN APPLJCANT: Rc,?fU✓I UilimyL 4SSvc ��t�eS Stiitc 3700 , '0OU rl � '4Vt 5 ��%� �t.!/� 9dlO�f 5.LOCATION(STREET ADDRESS,INCLUDING CITY,COUNTY AND ZIP CODE,WHERE PROPOSED ACTNfTY BUSTS OR WILL OCCUR) WATERBODY TRIBUTARY OF iZ v l l l n fJ ;its S p r i„�� b rULI k Grp K 1/4 SECTION TOWNSHIP RANGE GOVERNMENT LOT SHORELINE DESIGNATION I 1�j N6 23 ZONING DESIGNATION (-a M yn e rc 1'w O F>1'cc TAX PARCEL NO.: DNR STREAM TYPE,IF KNOWN T L- 7), 3,Z 0 000-10 Application Page 1 of 4 8. DESCRIBE THE CURRENT USE OF THE PROPERTY,AND STRUCTURES EXISTING ON THE PROPERTY. IF ANY PORTION OF THE PROPOSED ACTIVITY IS ALREADY COMPLETED ON THIS PROPERTY,INDICATE MONTH AND YEAR OF COMPLETION. ll-Ce �in rw �►'nc ry1,yt4 CoNrScJ IS THE PROPERTY AGRICULTURAL LAND?❑YES❑NO ARE YOU A USDA PROGRAM PARTICIPANT? ❑YES❑NO 7a. DESCRIBE THE PROPOSED WORK COMPLETE PLANS AND SPECIFICATIONS SHOULD BE PROVIDED FOR ALL WORK WATERWARD OF THE ORDINARY HIGH WATER MARK OR �N Sf�I/ SfrG�r,► y a�c e�%► ►P rr►�n t World 61 d w clrs- cro,f5 fry c fl 11✓ r h Ij b r 1Dl' �►(�rY1Cf�f� g4111.t�p,�C bl flee S014'1 G'lliline/ eWba>7 /" MCht. A SmRIIr►^ a irnC�/'/"I inrp �h A n nc It GiJru)(, � ') hori 2fi✓►7�I 1/y ramp �Ootftill.► Uf t�L Sf4H�(�� A i,.jouW houS►'v, ps4 aWrvx, of l iC Z X zi it be- ere-c-W 40 SkCtftr -6,!- Gl�l I lU�yer. 7b.DESCRIBE THE PURPOSE OF THE PROPOSED WORK 1 k c P�ruse o'F 4-4 sYre u,vL 9 a�In e 7 61 r'w 7'-rl Corlfl,�1 L4U�' d,/9yLer level re r' S c)F ttie_ G-r�o� /�'►� s h �✓rlorI7 q d"V 41p CtV1 hyd✓u,,, h► c C.I,,k 7c. DESCRIBE THE POTENTIAL IMPACTS TO CHARACTERISTIC USES OF THE WATER BODY. THESE USES MAY INCLUDE FISH AND AQUATIC LIFE,WATER QUALITY,WATER SUPPLY,RECREATION,and AESTHETICS. IDENTIFY PROPOSED ACTIONS TO AVOID,MINIMIZE,AND MITIGATE DETRIMENTAL IMPACTS,AND PROVIDE PROPER PROTECTION wd/ 4-r- vise h�t� L�rafl A fi� �n or GtC S GT7� � �►IP Ve-. P �7'vv► al s /4 11 CC e- 6C /r � 3 � 'C3r, PREPARATION OF DRAWINGS: SEE APPENDIX A•SAMPLE DRAWINGS AND CHECKLIST FOR COMPLETING THE DRAWINGS. ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BE ATTACHED. NOTE: APPLICANTS ARE ENCOURAGED TO SUBMIT PHOTOGRAPHS OF THE PROJECT SITE,BUT THESE DO NOT SUBSTITUTE FOR DRAWINGS. THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON 81/2 X f 1 INCH SHEETS. LARGER DRAWINGS MAYBE REQUIRED BY OTHER AGENCIES 8.WILL THE PROJECT BE CONSTRUCTED IN STAGES? ❑YES ❑NO PROPOSED STARTING DATE: l/b; / y ESTIMATED DURATION OF ACTIVITY: Application Pape 2 of 4 9.CHECK IF ANY STRUCTURES WILL BE PLACED: )(WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS;AND/OR ❑WATERWARD OF THE MEAN HIGH WATER LINE IN TIDAL WATERS 10.WILL FILL MATERIAL(ROCK,FILL,BULKHEAD,PILINGS OR OTHER MATERIAL)BE PLACED: �O ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES,VOLUME(CU&C YARDS) /AREA (ACRES ❑WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES,VOLUME(CUBIC YARDS) /AREA (ACRES) 11.WILL MATERIAL BE PLACED IN WETLANDS? ❑YES/—'NO IF YES: A.IMPACTED AREA IN ACRES: B.HAS A DELINEATION BEEN COMPLETED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ❑NO C.HAS A WETUND REPORT BEEN PREPARED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ❑NO D.TYPE AND COMPOSITION OF FILL MATERIAL(E.G.,SAND,ETC.): E.MATERIAL SOURCE: F.LIST ALL SOIL SERIES(TYPE OF SOIL)LOCATED AT THE PROJECT SITE,&INDICATE IF THEY ARE ON THE COUNTY'S LIST OF HYDRIC SOILS. SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE(MRCS): 12.WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? ❑YES xNO IF YES,IMPACTED AREA IS ACRES 13.WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? ❑YES ANO IF YES: A.VOLUME:_(CUBIC YARDS)/AREA_(ACRES) B.COMPOSITION OF MATERIAL TO BE REMOVED: C.DISPOSAL SITE FOR EXCAVATED MATERIAL: D.METHOD OF DREDGING: 14.LIST OTHER APPLICATIONS,APPROVALS,OR CERTIFICATIONS FROM OTHER FEDERAL,STATE OR LOCAL AGENCIES FOR ANY STRUCTURES,CONSTRUCTION,DISCHARGES, OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION Q.E.,PRELIMINARY PLAT APPROVAL,HEALTH DISTRICT APPROVAL,BUILDING PERMIT,SEPA REVIEW,FERC LICENSE, FOREST PRACTICES APPLICATION,ETC.)ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION NO. DATE OF APPLICATION DATE APPROVED COMPLETED? SEPA LEAD AGENCY SEPA DECISION: SEPA DECISION DATE: 15. HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY DESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN?0 YES %NO IF YES,EXPLAIN: Application Page 3 of 4 SECTION B- Use for Shoreline and Corps of Engineers permits galy: 18. TOTAL COST OF PROJECT. THIS MEANS THE FAIR MARKET VALUE OF THE PROJECT,INCLUDING MATERIALS,LABOR,MACHINE RENTALS,ETC. 3 S00.t')0 17. LOCAL GOVERNMENT WITH JURISDICTION: C_rt C'F_ 1�111 fV 18. FOR CORPS,COAST GUARD,AND DNR PERMITS,PROVIDE NAMES,ADDRESSES,AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS,LESSEES,ETC.PLEASE NOTE: SHORELINE MANAGEMENT COMPLIANCE MAY REQUIRE ADDITIONAL NOTICE—CONSULT YOUR LOCAL GOVERNMENT. NAME ADDRESS PHONE NUMBER SECTION C -This section MUST be completed for any permit covered by this application. 19, APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHORIZE THE ACTIVITIES DESCRIBED HEREIN. I CERTIFY THAT I AM FAMILIAR WITH THE INFORMATION CONTAINED IN THIS APPLICATION,AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,SUCH INFORMATION IS TRUE,COMPLETE,AND ACCURATE. I FURTHER CERTIFY THAT I POSSESS THE AUTHORITY TO UNDERTAKE THE PROPOSED ACTIVITIES, I HEREBY GRANT-TO THE AGENCIES TO WHICH THIS APPLICATION IS MADE,THE RIGHT TO ENTER THE ABOVE-DESCRIBED LOCATION TO INSPECT THE PROPOSED,IN-PROGRESS OR COMPLETED WORK I AGREE TO START WORK ONLY AFTER ALL NECESSARY PERMITS HAVE BEEN RECEIVED. SIGNATURE OF APPLICANT OR AUTHORIZED AGENT / DATE 1 HEREBY DESIGNATE TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT(S). I UNDERSTAND THAT IF A FEDERAL PERMIT IS ISSUED,I MUST SIGN THE PERMIT. SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER(EXCEPT PUBLIC ENTITY LANDOWNERS,E.G.DNR) DATE THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT,IF AN AUTHORIZED AGENT IS DESIGNATED. 18 U.S.0§1001 provides that Whoever,In any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any trick,scheme,or device a material fad or makes any false,fictitious,or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than$10,000 or imprisoned not more than 5 years or both. COMPLETED BY LOCAL OFFICIAL A. Nature of the existing,shoreline. (Describe type.of shoreline cteh as marine,Stream, lake, lagoon, marsh bog. Wampflood plain,floodway, delta;type of beach, Such as accretion erosioh, high b6hk,Ipw bank, or dike, material such as:sand, gravel mud, clay, rock riprap; and extent and type:of bUlkkeading if any:j B. In the event that any of the proposed buildings or structures.Witt exceed a height of thirty-five feet above the average grade level, indicate the approximate location of and riUmber of residential units, existing and potential,that Will have an obstructed view C. If the application irnalves a conditional use orvanance, set:forth ln:full that portion,* the master program which provides that the proposed use may be a condltloi)ai use;or, in the case:of a varlance,lrom which the;vanance Is being sought These Agencies are Equal Opportunity and AMnrnaUve Action employers. For special accommodaUon needs,please contact the appropriate agency from Appendix B. 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'��/1; ,\�_ ��\� j - , S �. ti Y\\'� r r' �.� ii �yyj�jf /.11 / -/../ ._..--�.� �..�\ ♦" � � ,{ (. \� \\li• , r ill i i�u111rr1I «�i "� tl ;�� 1\I,i '` 1\; ` ,;I ` I� r �i� r•,� -_ J• - _- •�\\' \ ' r- ,. \•\;. ;;1'; ' �, ,. i� 1t `I , %/...1 ' r I J \ ' ♦`\ I I, t I I fi I t , I j r ' . . ,.,.Yr•f ._) r • ..�--4�! ors _ {MN - and Rp e ` bloyl J Z LID N as � Ld o �-q�► U S r-d-x� � i n./f Vi ;.'t ic-r4 info w �-�h Ladd ► } +o� z� 1 ��e; �o � �._. n �e.dld JEST— (3EHWI\ THE- 1?-wrVr3 £O ' d OZVZ 6EV 9OZ nsuoo DLLne.ApiCy 4samH4-Aou d6S = 10 66-93-4:)o Y o� City of Renton WWL + PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT IN Utility Systems - Fifth Floor 1055 South Grady Way Date: 10/28/99 Renton, WA 98055 TO: Mike Sandorffy FROM: Allen Quynn Renton Village Associates Phone: (206) 682-6868 Phone: (425) 430-7247 Fax Phone: (206) 682-1040 Fax Phone: (425) 430-7241 SUBJECT: Right of Entry Request to Number of pages including cover sheet 4 Install Stream Gage REMARKS: ❑ Original to ® Urgent ❑ Reply ® Please ❑ For your be mailed ASAP Comment review Dear Mr. Sandorffy: Enclosed is a sketch of the proposed stream gage to be installed in Rolling Hills Creek located just south of the parking lot serving the property at 15 Grady Way (see enclosed map). The purpose of the gage station is to monitor to water levels in the creek which is used by the City to verify the accuracy of our hydraulic model. The model allows us to predict the level of flooding during various storm events. The gage station consists of depth sensor located inside 10 inch diameter, 5' high, PVC pipe mounted vertically in the creek embankment and a wooden box (approx. 1'xl'x2')to shelter the data collection instrumentation. The installation should take approximately 2 days. Every effort will be made to minimize any impacts to the surrounding vegetation (approx. 3'x3' area will be disturbed). At your earliest convenience, please grant the City and its consultant Northwest Hydraulics Inc. permission to enter your property to install and maintain the gage station. A brief letter with your signature should be sufficient. If you have any questions, lease call me at 425-430-7247. ti�Y o� City of Renton + PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT IN Utility Systems - Fifth Floor 1055 South Grady Way Date: 11/05/99 Renton, WA 98055 TO: Phil Schnieder FROM: Allen Quynn WDFW Phone: ( ) Phone: (425) 430-7247 Fax Phone: (425) 649-7084 Fax Phone: (425) 430-7241 SUBJECT: JARPA for Rolling Hills Number of pages including cover sheet 9 Creek Gage installation REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ® For your be mailed ASAP Comment review Dear Phil: Attached please find the JARPA and letter from Renton Village Associates giving the City and Northwest Hydraulics permission to enter their property to install the gage station at Rolling Hills Creek. Please call me ASAP if there is any additional information that you require to process the DARPA. Thank you for your cooperation. Allen Quynn, Project Manager Surface Water Utility ti�Y o� City of Renton ♦ PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 11/05/99 Renton, WA 98055 TO: Mike Sandorffy FROM: Allen Quynn Renton Village Associates Phone: (206) 682-6868 Phone: (425) 430-7247 Fax Phone: (206) 682-1040 Fax Phone: (425) 430-7241 SUBJECT: Insurance Certificate for Number of pages including cover sheet 4 NHC and City of Renton REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ® For your be mailed ASAP Comment review Dear Mr. Sandorffy: Attached please find the following: • Signed letter authorizing City of Renton and Northwest Hydraulics Inc. Staff permission to enter RVA property to install and maintain a gage station at Rolling Hills Creek, behind the Renton Village Shopping Center • Certificate of Liability Insurance for Northwest Hydraulics listing RVA Cinema LLC and RVA Office LLC as additional insured(s) • "Evidence of Coverage" letter for City of Renton I will mail you hard copies of these documents as well. Please call me ASAP if you require additional information. Thank you for your cooperation. Allen Quynn, Project Manager Surface Water Utility 10/29/99 09:57 FAX 206 682 1040 S M S Z 001 OCT-28-1999 10:40 CITY OF RENTON PDPW 425 430 7241 P.01/04 City of Renton �s + PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 10/28/99 Renton, WA 98055 TO: Mike Sandorffy FROM: Allen Quynn Renton Village Associates Phone: (206) 682-6868 Phone: (425) 430-7247 Fax Phone: (206) 682-1040 Fax .Phone: (425) 430-7241 SUBJECT: Right of Entry Request to Number of pages including cover sheet 4 Install Stream Gage REMARKS: Q Original to ® Urgent ❑ Reply ® Please ❑ For your be mailed ASAP Comment review Dear Mr. Sandorffy: Enclosed is a sketch of the proposed stream gage to be installed in Rolling Hills Creek located just south of the parking lot serving the property at 15 Grady Way (see enclosed map). The purpose of the gage station is to monitor to water levels in the creek which is used by the City to verify the accuracy of our hydraulic model. The model allows us to predict the level of flooding during various storm events. The gage station consists of depth sensor located inside 10 inch diameter, 5' high,PVC pipe mounted vertically in the creek embankment and a wooden box (approx. I'xl'x2')to shelter the data collection instrumentation. The installation should take approximately 2 days. Every effort will be made to minimize any impacts to the surrounding vegetation (approx. 3'x3' area will be disturbed). At your earliest convenience, please grant the City and its consultant Northwest Hydraulics Inc. permission to enter your property to install and maintain the gage station. A brief letter with your signature should be sufficient. If you have any Questions. please call me at 425-430-7247. ACORV. CE TI! CATE OF LIABILITY INSURANCE DATE(MMDDfYn PAGE '� #3f 2 29-OCT-1999 PRODUCER 77106 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Willis Corroon Corporation of Seattle ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.0.Box 34201 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 701 Fifth Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 4200 Columbia Center COMPANIES AFFORDING COVERAGE Seattle WA 98124 (206)386-7400 COMPANY Hartford Insurance Company of the Midwest Rosanne Smith A INSURED COMPANY Continental Casualty Company B CNA Risk Management Northwest Hydraulic Consultants,Inc. 16300 Christensen Road COMPANY Suite 350 C Tukwila WA 98188-3418 COMPANY D CDIIEAAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OLICYEFFECTIVE T DATE(MM DDfM POLICY DATE(MMDD/YY)N CO TYPE OF INSURANCE POLICY NUMBER LIMITS A GENERAL LIABILITY 52UUCHV0171 04-DEC-1998 04-DEC-1999 GENERALAGGREGATE $ 2,OOO,OOO X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG $ 2,0 0 0,0 0 0: CLAIMS MADE � OCCUR PERSONAL&ADVINJURY $ 1.000.000 ' OWNER'S&CONTRACTOR'SPROT EACH OCCURRENCE $ 1,000,000 X WA Stop GAP FIRE DAMAGE(Any onefire) $ 300.000 MED EXP(Any oneperson) $ 10,000 A AUTOMOBILE LIABILITY 52UUCHV0171 04-DEC-1998 04-DEC-1999 1,000,000 COMBINED SINGLE LIMIT $ X ANY AUTO ALL OWNED AUTOS BODILY INJURY $ (Per person) SCHEDULEDAUTOS X HIREDAUTOS BODILY INJURY $ (Per accident) X NON-OWNED AUTOS PROPERTYDAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACHACCIDENT $ AGGREGATE EXCESS LIABILITY EACHOCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM WC STATU- OTH- WORKERS COMPENSATION AND I TORY LIMITS I , EMPLOYERS'LIABILITY EL EACH ACCIDENT § THE PROPRIETOR(PARTN E RS,EXECLM VE INCL EL DISEASE-POLICYLIMIT § OFFICERS ARE: EXCL EL DISEASE-EAEMPLOYEE OTHER B PROFESSIONAL LIABILITY- AEN004312372 30JUN-1999 30JUN-2000 $2,000,000 Per Claim LAIMS MADE $2,000,000 Aggregate $25,000 Per Cliam Deductible DESCRIPTION OF OPERATIONSILOCATIONSfVEHICLES/SPECIAL ITEMS Project : ZUH5ZRolling 1 S Gage Install SEE ATTACHED SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL X%MV&Xr=XI4 MAIL Utility Systems 5th Floor 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Attn:Allen Quynn WK IFXKMTXM:M(MUX KM N*XK1XX1D(AW=YOM=01M1m611JtKMK=KKULMXX, 1055 South Grady Way MXXNYX)MKgXJIXIfril(XI=X XXII6+(XXMKKVXXIMX XX Renton WA 98055 AUTHORIZED REPRESENTATIVE ACf7 :?S»S SPECIAL AIEiIfiON 1988 ISSUE -oc9Wll is IFIGATE OF INSURANCE PACE zoo z 2s THIS R IF CA IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED 77106 PRODUCER Willis Corroon Corporation of Seattle P.O.Box 34201 Northwest Hydraulic Consultants,Inc. 701 Fifth Avenue 16300 Christensen Road 4200 Columbia Center Suite 350 Seattle WA 98124 Tukwila WA 98188-3418 (206)386-7400 Rosanne Smith COVERAGES ... .. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS I CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS MAY HAVE BEEN REDUCED BY PAID CLAIMS. i TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE MM D DATE MM D i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS I Project : 20852 Rolling Hills Gage Install Waiver of Subrogation applies . Additional Insured( s ) : City of Renton ; RVA Cinema LLC ; RVA Office LLC Additional Insured status does not apply on Professional Liability ; r carttnN .. xxx SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL 7E7 MtAXnW XO MAIL Utility Systems 5th Floor 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,- Attn:Allen Quynn MR KAKaPA1EXTAMNIK NAM NfPMEX7I>XA94X)wGA4L903(XAX*Nkl XKkK1DtC(K fR4cXX, 1055 South Grady Way Renton WA 98055 AUTHORIZED REPRESENTATIVE f MIR .I IS xswy sP>� v�l. wlLus 1, WillisRE RECEIVED October 29 , 1999 NOV 1 - 1999 Insurance Bonds CITY OF RENTON UTILITY SYSTEMS 701 Fifth Avenue 4200 Columbia Center City of Renton Planning/Building Public Works De�k:Box34201 Utility Systems 5th Floor (Zip98124) Attn: Allen Quynn 1055 South Grady Way Seattle,WA 98104 Renton, WA 98055 Telephone 206-386-7400 Fax 206-386-7960 Dear Certificate Holder : Enclosed is the Certificate of Insurance issued on behalf of Northwest Hydraulic Consultants, Inc . Should you have any questions please feel free to call . Sincerely yours, C r 41CGt`t' ' Ra�G(O Willis Corroon Corporation of Seattle Enclosure cc : Northwest Hydraulic Consultants, Inc . Hartford Insurance Company of the Midwest Continental Casualty Company THIS CERTIFICATE AMENDS, CANCELS AND REPLACES PREVIOUS CERTIFICATE Willis Corroon Corporation of Seattle Benefits Risk Management �Y CITY OF RENTON HUMAN RESOURCES & RISK MANAGEMENT DEPARTMENT MEMORANDUM DATE: October 26, 1999 TO: Allen Quynn-Utility FROM: 1 1 Webby, Administrator SUBJECT: Ins. Review,NW Hydraulic Consultants CAG-97-044 I have reviewed the Certificate of Insurance submitted for the above referenced contract. Provided that our contract with NW Hydraulics requires the City to be named as an additional insured, the insurance coverage,provided for this project, will meet the City's risk management requirements. contract\ Willis October 22 , 1999 Insurance Bonds 701 Fifth Avenue 4200 Columbia Center City of Renton Planning/Building Public Works De4;tO.Bcx34201 Utility Systems 5th Floor Attn: Allen Quynn (1ip98124) 1055 South Grady Way Seattle,WA 98104 Renton, WA 98055 Telephone 206-386-7400 RECEIVED Fax 206-386-7960 OCT 2 5 1999 OF RENTON Dear Certificate Holder : OITYUTEJVN n Enclosed is the Certificate of Insurance issued on behalf of Northwest Hydraulic Consultants, Inc . Should you have any questions please feel free to call . Sincerely yours, C--14�. -�DA�aA_-j0 Willis Corroon Corporation of Seattle Enclosure cc : Northwest Hydraulic Consultants, Inc . Hartford Insurance Company of the Midwest Continental Casualty Company Wllllt Corroon Corporation of Seattle Benefits Risk Management ! �+E�s P -OCT- DATE cCC u � c ( -0 /1D9D/9YY9) PRODUCER 76869 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Willis Corroon Corporation of Seattle ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P. O. Box 34201 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 701 Fifth Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 4200 Columbia Center COMPANIES AFFORDING COVERAGE Seattle WA 98124 (206)386-7400 COMPANY Hartford Insurance Company of the Midwest Rosanne Smith A INSURED COMPANY Continental Casualty Company B CNA Risk Management Northwest Hydraulic Consultants,Inc. 16300 Christensen Road COMPANY Suite 350 C Tukwila WA 98188-3418 COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM(DD/YY) DATE(MM/DD/YY) LIMITS A OENERALLIABILITY 52UUCHV0171 04-DEC-1998 04-DEC-1999 GENERALAGGREGATE $ 2•000•000 X COMMERCIAL GENERAL UABIUTY PRODUCTS-COMP/OP AGG $ 2,000,000 CLAIMS MADE -- i OCCUR PERSONAL&ADV INJURY $ 1,000,000 OWNER'S&CONTRACTOR'SPROT EACHOCCURRENCE $ 1.000.000 X WA Stop GAP FIRE DAMAGE(Anyone fire) $ 300.000 MED EXP(Any oneperson) 10,000 A AUTOMOBILE LIABILITY 52UUCHV0171 04-DEC-1998 04-DEC-1999 COMBINED SINGLE OMIT $ 1,000.000 X ANYAUTO /�►ALL OWNED AUTOS �C` _�,`V BODILY INJURY $ SCHEDULEDAUTOS GV (Per person) X HIRED AUTOS CA 151999 BODILY INJURY $ X NON40WNEDAUTOS O F BEN-�0S (Per accident) G ;IN SYSj�M PROPERTYDAMAGE $ GARAGE LIABILITY AUTOONLY-EAACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACHACCIDENT $ AGGREGATE Is EXCESSLIABILITY EACHOCCURPENCE $ UMBRELLA FORM AGGREGATE Is OTHER THAN UMBRELLA FORM WC STATU- OTH- WORKERS COMPENSATION AND Is TORY UMITS R EMPLOYERS'LIABILITY EL EACH ACCIDENT $ THE PROPRIETOR) INCL EL DISEASE $ PARTNERS/EXECUTIVE OFFCERS ARE: EXCL EL DISEASE-EA EMPLOYEE OTHER B PROFESSIONAL LIABILFFY �AEN004312372 30JUN-1999 30JUN-2000 $2,000,000 Per Claim CLAIMS MADE $2,000,000 Aggregate $25,000 Per Cliam Deductible DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/SPECWL ITEMS SEE ATTACHED C RTLFlOIK EIE :kIG1l,GER CANt ..L A111 d1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL 7 AM0kXF XI§ MAIL Utility Systems 5th Floor 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Attn:Allen Quynn am NXKMkKX=A"9=JCWN*X0CV-U=*0ma 1<W 4NK=rKNKIDBXKliA18NIf70IXX 1055 South Grady Way ximxtu**AmxlmxxdKxluxlmxAmwwawawmlmxx Renton WA 98055 AUTHORIZED REPRESENTATIVE ACM iAM 25wS SPEG.:IAL AERi71 CORPORA 1988 ISS ATE(MMIDDf" 'Wil is CERTIFICATE CIF PAGE o zUZz-o ;9 », C E IS ISSU AS A MATTER O I CONFERS O UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED 76869 PRODUCER Willis Corroon Corporation of Seattle P.O.Box 34201 Northwest Hydraulic Consultants,Inc. 701 Fifth Avenue 16300 Christensen Road 4200 Columbia Center Suite 350 Seattle WA 98124 Tukwila WA 98188-3418 (206)386-7400 Rosanne Smith +C 0VERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS TYPE OF INSURANCE DATE MM D DATE MM D DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Project : 20852 Rolling Hills Gage Install Waiver of Subrogation applies . "General Liability Policy grants automatic Additional Insured status if agreed by Named Insured under a written contract or agreement or permit . " Additional Insured status does not apply on Professional Liability RECEIVE[ OCT 1999 CITY OF RENTON UTILITY SYSTEMS CEATIFlCAT�.;k��R t�t.l„Atl7QN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL XAMt*NWI[i4 MAIL Utility Systems 5th Floor 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT; Attn:Allen Quynn Q1R6(7F71L=X1jQ)p1HIXXJAMNQXK:rMtt434X) (MQNKIWKNKMK*ALMXX; 1055 South Grady Way Renton WA 98055 AUTHORIZED REPRESENTATIVE Yf l$25W I SPECIAL WILLIS MIS CITY OF, RENTON ME Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator October 22, 1999 I'A • Post-it®Fax Note 7671 Date a� #of b. To A � From Q Co./Dept QI r� C S Co. Phone# iPhone# Mr. Larry Karpack Northwest Hydraulics Consultants Inc. Fax 2GG C l� a Fax#/1 a,• 16300 Christensen Road, Ste. 350 Tukwila, WA 98188 SUBJECT: GAGE INSTALLATION AT ROLLING HILLS CREEK- NOTICE TO PROCEED Dear Larry: You are authorized to proceed with the installation of the Rolling Hills Creek gage station. Please proceed with work in accordance with the approved contract CAG-97-044 and the revised scope of work and cost estimate(attached). The estimated cost of the work is $3,884.38; however, written authorization by the City is required for any work that exceeds the budgeted amount of$3,980.84. The work will be paid under purchase order number 9180302. Please include this number on all invoices. You may have your technician coordinate the pickup of the data logger, shaft encoder, and protective housing by contacting Mike Dotson at 425-430-7392. If you have any questions, please call me at 44-430-7247. Sincerely, a /,PrAllen Quyn7ject Manager Surface Water Utility Enclosure J cc: Ron Straka E r;c- _ i Gc�l 6i IV�i Ci H:DI V/UTIL/DOCS/99-719.DOCWQ:If 1055 South Grady Way - Renton, Washington 98055 Thy.;1111—cnNdinS Sll' " n;011,l 20 {x>s[rnnsiimr•r Oc;t- 19-99 05 : IS northwest hydrau i is cun�u -t— -*- - ---- MEMORANDUM northwest hydraulic consultants inc. 16300 CtuiSlc,nscn Road, Sic. 350 Tukwila, Washington 98 t RR (206)241-6000 fax no. (706)439-2420 DATE: October 19, 1999 TO: Allan Quyiui, City of Renton FROM: Larry Karpack/Lea Adams SUBJECT: Scope of Work and Cost Estimate for Installing Gaging On Rolling dills Creek Please find our cost estimate attached for the installation of a shaft encoder and crest stage gage on Rolling Hills Creek behind Renton Village Shopping Center. The Mimate assuines that N1IC will be responsible for construction and installation Of the gage and that the City of Renton will be responsible for maintenance and data retrieval. Our estimate assumes that the City will provide all gaging equipment. from the previous SW 27`' Street gage installation, including the data logger, shaft encoder, logger software and all other components necessary to the functioning of the shaft encoder and data logger system. N11C will construct the standpipe and Crest stage gage, but the City will Provide the data logger housing in good condition. In addition, the City will perform any surveys necessary to tic the staff gage to the City's datum. No Problems are currently anticipated with the construC GOYI Or installation of the gage. In the event that unforeseen circumstances arise which require additional time for either construction or installation of the gage, it will be necessary to write a contractual change order to include the additional time, Construction and installation of the gages will take about one week. Currently, our staff technician is availahle and could begin this work immediately. We can confirm the time frame for completion of all work when we receive notice to proceed. Please ('eel free to call and discuss this at your convenience. 0 n Gaging Services-Labor and Materials Cost Estimate Installation of Gage at Rolling Hills Creek �D Description Quantity Units Unit Cost Item Cost 0 to Materials: 1 Standpipe for encoder 1 no. S225.00 $225.00 N Miscellaneous materials (cabling, cover, locks. etc.) 1 no. $150.00 $150.00 � Staff gage plate/auxiliary crest stage gage 1 no. S100.00 $100.00 Truck rental days 2 no. $40.00 $80.00 0 0 Truck mileage- material procurement and installation 50 mi. $0.40 $20.00 rt 3 Disbursements Sub Total $575.00 £ 10% handling charge on disbursements 10% pct_ $57.50 lD In rt Labor D' Material procurement 6 hrs. $66.07 $396.42 1< Standpipe construction 12 hrs. $66.07 $792.84 a Set-up, re-wire and bench lest instrument 6 hrs. $66.07 $396.42 N Install standpipe and housing (technician) 12 hrs. $66.07 $792.84 Install standpipe and housing (engineer) 12 hrs. $72.78 $873.36 n Labor Sub Total $3,251.88 n 0 Total $3,884.38 In C Note: Labor casts indude 165%overhead and 12%net fee multipliers. N C 0 W l0 N N C Z C n 056490 NW HYDRAULIC CONSULTANTS INC 9180032 01/25/99 ORIGINAL Vendor No. Vendor Name '371,9OW PO Date ,. Chapter 116, Laws of 1965 CITY OF RENTON Purchase Order City of Renton Certification I, the undersigned, do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and NW HYDRAULIC CONSULTANTS INC unpaid obligation against the City of Renton, and that I am authorized to 16300 CHRISTENSEN RD #350 authenticate and certify to said claim: TUKWILA, WA 98188-3418 Signed PLNG/BLDG/PUB WKS UTILITY SYS FERKINGSTAD, LINDA Qty Unit Description Unit Price Est. Amount Account Number WO/Func Amount Balance forward 1, 063 .29 E 421. 000600. 018 .5960.0038 .65. 065080 65080/5430 1, 063 .29 from P.O. 8180077 CAG 97-044 Streamflow Monitoring, Data Analysis V Authorized By 1, 063 .29 ` 1, 063 .29 Accounts Payable Div. •200 Mill Ave. S. • Renton,WA 98055•Phone(206)235-2618•Fax(206)235-2513 }. r' DP 3119 1 1/94 f t DATE(MMJDOJYY) ACORD,M CERTIFICATE CIF LIABIL1717Y INSURANCE F,a E F 20 Nov-1998 PRODUCER 60453 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Willis Corroon Corporation of Seattle ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 34201 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 701 Fifth Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 4200 Columbia Center COMPANIES AFFORDING COVERAGE Seattle WA 98124 (206)386-7400 COMPANY Hartford Insurance Co.of the Midwest Rosanne Smith A► INSURED COMPANY Continental Casualty Company B CNA Risk Management Northwest Hydraulic Consultants,Inc. 16300 Christensen Road COMPANY Suite 350 C Tukwila WA 98188-3418 COMPANY D COVERAGES ...::.. ....... .. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF!NSUP.ANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITI LTR DATE(MM/DD/YY) DATE(MMJDD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ 2,000,000 A X COMMERCIAL GENERAL LIABILITY 52UUCHV0171 04-DEC-1997 04-DEC-1998 PRODUCTS-COMPOPAGG $ 2,000,000 CLAIMS MADE a OCCUR PERSONAL&ADV INJURY $ 1.000.000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 1.0 0 0.0 0 0 X WA Stop Gap FIRE DAMAGE(Any one fire $ 300,000 MED EXP(Any oneperson) $ 10,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,0 0 0.0 0 0 A X ANY AUTO 52UUCHV0171 04-DEC-1997 04-DEC-1998 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS WCELS C EN ERTIFICATE DS, (Per person) $ X HIRED AUTOS AND REPLACES X NON-OWNED AUTOS p EVIOUS CERTIFICATES BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE Is UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM Is i WC STATU- I OTH-�. WORKERS COMPENSATION AND TORY LIMITS R I' EMPLOYERS'LIABILITY EL EACH ACCIDENT $ THE PROPRIETOR/PARTNERS/EXECUTIVE NCL EL DISEASE-POLICYUMIT $ OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ B OTHER EN004312372 23JUN-1998 23JUN-1999 Professional Liability- $2,000,000 Per Claim CLAIMS MADE $2,000,000 Aggregate $25,000 Per Claim Deductible DESCRIPTION OF OPERATIONSJLOCATIONSJVEHICLES/SPECIAL ITEMS SEE ATTACHED �ERT) A'F�H�LpEfi:?; CANGF.t.JATJQN.. _..... ... .... ...... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL X=MbW )rb MAIL Utility Systems 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Fifth Floor BSXIX1FAlLYlAFX1W(MM/Ng�YyC4KN61Tp�(g8lp(B1X) (x11WcfAdKpgfgPl(Yti1LCKpA1RycXX 1055 South Grady Way OW(XXIOXX)MNNXXMVWXXlxgX xXDB+xxaKNX9!XIDgx XX Renton WA 98055 AUTHORIZED REPRESENTATIVE AGORl7>25SPECtiL ACpf{D CORPORATION 1988 T .. .: i;;}<i ' ::i'}: .:.:'!ii :'ii::i:...: .::.i':?.::' .iii:::i::'iii'+: .ii;:i;i;.....: WILLIS :<::::' ::: :.: :: ::::::::. ..: .::.:. .. :: ._:..: ::: ::: v::. .ii: .i: :::i.: :::.::::::::i::.:i::::Y•:i::ii i'i: i si:i::i::i::ii::i.';.... :.:. ISSUE DATE(MM/DD/YY) CORROON ::<' :. %ii i i:i:Ei:''.':.:`ii is:::<' i.'`"�: i: i ii i:. i'.:. .i.°°''. :i i`:...` : ,':;i',: ::.2iEEEEi`:!i:: _i` .,.:.:'.,;:,:::.:iE?iE.::...;;::i `.iiii .:::..::::.. .;::.;>;:..:..:. ...... .::.: ;QF Z.: .;; 2 NOV-1998 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED 60453 PRODUCER Willis Corroon Corporation of Seattle P.O. Box 34201 Northwest Hydraulic Consultants, Inc. 701 Fifth Avenue 16300 Christensen Road 4200 Columbia Center Suite 350 Seattle WA 98124 Tukwila WA 98 1 88-341 8 (206)386-7400 Rosanne Smith ..... ............... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION TYPE OF INSURANCE POLICY NUMBER DATE MM OD DATE MM DD LIMITS DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Evidence of Insurance City of Renton Insurance Information form attached. Waiver of Subrogation applies . ....:::.::.: ....... ......,....> ::C-RT .CA E HOLDER::::::::::::><::>:':. :':>::::>::><:>:>:':. . ,.. . >::::>::::>::::>::::>C " . ;:.;:.;:.;:.;:.:.; ...... ICE T#(1I+1. .:..::::.:::..::....:....::.:::::.::::::.,:..:.:.:....:::::..............::.........:.....::::.:.: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept. EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL 0000W)tb MAIL Utility Systems 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,- Fifth Floor �AKX77MpNNNN�1xECEX�f0I9f00XMi(1p1DXWRKOQPAIQNc7DFCCKDP�ItIIRRXX 1055 South Grady Way Renton WA 98055 1 AUTHORIZED REPRESENTATIVE �........._......................._ :...:.:::.......::..:.:.:..::.::.................. :.::.:«..::._,;::.;:>>:.:;::o-::;:.:::a:::::c;:cx;.:.:;>;;:.::.>;;:.>:.:;::.>r.::y,;.:;.::»:•;;;:<:o>;::.r:.>:.>:.::.: :...... s;;r:'.:ala: . _._......,. _ __ N...:...........:. ...__.......:.:::::...........:.::::aPECfAL.........................................:................................................._........... :::>::>;;:::.;:::::.;;::>:.: jOct-01 -98 14 : 15 northwest 1-hydrauI1C consu 206 439 2420 P . 03 CITY OF RENTON HUMAN RESOURCES & RISK M.�*IAGEyIENT DEYARTtiiEYT INSURANCE INFORMATION FORM CONTRACTORCONSULTANT: Northwest Hydraulic Consultants, Inc. PROJECT NUMBER: 52UUCHV0171 STAFF CONTACT: Cortifieate of Insurance indicates the coverages and limits specified in cona-act? if no, explain below: Z Yes ❑ No Is the Commercial General Liability policy Form an ISO 1993 Occurrence Form or Equivalent? El Ycs G No (If no,attach a copy of the policy with required coverages citarfy identified) CG 0043 Amendatory Endorserneat provided?•a C Ycs � No CGL General Aggregate provided on a "per project basis(CG2503)?' YCS G Vo Addidonal (assured wording provided!* ® Yes No All coverage on a primary basis and non-contributing basis?' ® Yes = No Waiver of Subrogation Clause applies?' Q Yes L, No Severability of Interest Clause(Cross Liability) applies? ® Yes ❑ No Notic:of Cancellation/Non-Rauv+al amended to 45 days?' ® Yes Q No ` Ta he shown on eerrijkate of insurance A Not required rf ISO Occurrence form is 1990 or earlier; may dso he assumed under conract. AM SEST'S RATING FOR CARRIER: CGL A+XV Auto A+XV A XV Umb Pro(cssional This Questicnnatre is issued as a maser of inCorrnation. This questionnaire Is not an insurance poiicy Lld dots not amend, extend or alter the afforded by the politics indicated on the aaached CERTIFICATE OF CNSURANCc. The CITY OF RENTON, at its option, shall obtain topics of the policies andlor specific declaration pages r'K0M awarded bidder prior to execution of contract. Willis Corroon Corp. of Seattle Rosanne Smith Agency/Broker Completed By(Tye or Print Name) P 0 Box 301 WA J _Seattle, WA 98124 � Address a pieted By(Signature) Max Hanley 2Q6 385 7400 Name of person to contact telephone Number NOTE: THIS QUE:.''TIONNAIR6 hi UST ?E COMPLETEDN AD .47TACHED L CERI IF/C{T ]F INSURANCE FOR EACFf LINE OF COVERAGE CITY OF RENTON HUMAN RESOURCES & RISK MANAGEMENT DEPARTMENT MEMORANDUM DATE: October 22, 1999 TO: Allen Quynn, Utility FROM: Michael ti eAdministrator SUBJECT: Ins. Review, NW Hydraulic, gage Installation @ Rolling Hills I have reviewed the Certificate of Insurance for the above referenced contract. The insurance coverage, provided for this project, is adequate as we discussed and understanding that an updated Certificate is on the way. contract\ CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: October 22, 1999 TO: Mike Webby FROM: Allen Quynn SUBJECT: Certificate of surance for the gage Installation at Rolling Hills Creek Enclosed please find the certificate of insurance that was originally for Project number 20979. I've struck out the line which reads"Project: 20979- Cedar River Sediment Survey"and replaced it with "Contract CAG-97-044 -Gage Installation Rolling Hills Creek". Since the insurance coverage is not project specific,this certificate of insurance should cover the gage installation. I've requested the consultant provide me with a revised certificate specifically for the Rolling Hills Creek Gage Installation. When it comes in I will forward it to your office. Also included is a copy of the scope of work. please verify that the certificate complies with the City's risk management standards. If you have any questions, please call me at 425-430-7247 \\TS_SERVER\SYS2\COMMON\Document2 ACt7RDCERTIFICATE OF LIABILITY INSURANCE °ATE(M"'°°'""' PAGE 1 OF 2 1 6-AUG-1999 PRODUCER 73183 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Willis Corroon Corporation of Seattle ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.0. Box 34201 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 701 Fifth Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 4200 Columbia Center COMPANIES AFFORDING COVERAGE Seattle WA 98124 (206) 386-7400 COMPANY Hartford Insurance Company of the Midwest Rosanne Smith A INSURED COMPANY Continental Casualty Company B CNA Risk Management Northwest Hydraulic Consultants, Inc. 16300 Christensen Road COMPANY C Suite 350 Tukwila WA 98188-3418 COMPANY D COVERING THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFFECTIVE POLICY EXPIRATION LTA TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD(YY) LIMITS A GENERAL LIABILITY 52UUCHV0171 04-DEC-1998 04-DEC-1999 GENERALAGGREGATE $ 2.000•000 X COMMERCIAL GENERALUABIUTY PRODUCTS-COMPJOPAGG $ 2.000,000 CLAIMS MADEOCCUR PERSONAL&ADV INJURY $ 1,000.000 OWNER'S&CONTRACTOR'SPROT EACHOCCURRENCE $ 1,000,000 X WA Stop GAP FIRE DAMAGE(Anyone fire) $ 300.000 MED EXP(Any oneperson) 10.000 A AUTOMOBILE LIABILITY 52UUCHV0171 04-DEC-1998 04-DEC-1999 COMBINED SINGLE LIMIT $ 1•OOO•OOO X ANYAUTO ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON OWNED AUTOS (Per accident) PROPERTYDAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: 1 EACHACCIDENT $ AGGREGATE EXCESS LIABILITY EACHOCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM r WC STATU- OTH- WORKERS COMPENSATION AND TORY LIMITS R EMPLOYERS'LIABILITY EL EACH ACCIDENT $ THE PROPRIETOR( PARTNERS/EXECUTIVE INCL EL DISEASE 410LICY U MIT $ OFPICERSARE: EXCL EL DISEASE-EA EMPLOYEE OTHER B PROFESSIONAL LIABILITY- AEN004312372 30-JUN-1999 30-1UN-2000 $2,000,000 Per Claim IMS MADE $2,000,000 Aggregate $25,000 Per Claam Deductible DESCRIPTION OF OPERATIONS/LOCATIONS(VEHICLES/SPECIAL ITEMS SEE ATTACHED cnFlcaT��ouR cA> t.e17 �i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL 7t%G00WX10X)t6 MAIL Utility Systems 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Fifth Floor BtXD(1FAX110(1KM0(1670Cfi(Nl1TOCXSD(l((dtX11n7107(] ((dMK11611JfN)Il(10�(1(L4]�Y1N(Xx 1055 South Grady Way d6XXXNvxmxMXx1E90wx=x x) m(xXrxt(M1d(x"x XX Renton WA 98055 AUTHORIZED REPRESENTATIVE ACORD 25-S 1 SPECIAL � � ACORD CORPORATION 19U Willis CERTIFICATE OF INSURANCE PAGE 2OF 2 [s 16AUG 19 9 HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED 73183 PRODUCER Willis Corroon Corporation of Seattle P. O. Box 34201 Northwest Hydraulic Consultants,Inc. 701 Fifth Avenue 16300 Christensen Road 4200 Columbia Center Suite 350 Seattle WA 98124 Tukwila WA 98188-3418 (206)386-7400 Rosanne Smith COVERAGESxxx ................:... THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE MM D DATE MM/D DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS C-oNre-4(-T- C-A&- cl7- 0�V Ga.lc iNyf�ltafi'uI 9011' g715 Eck City of Renton Insurance Information form attached. Waiver of Subrogation applies . "General Liability Policy grants automatic Additional Insured status if agreed by Named Insured under a writtencontract or agreement or permit . " Additional Insured status does not apply on Professional Liability. sp CERTIFICATE HOLDER .. C11 ��z...,.... 3 Y. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL X%MCAk=)(6 MAIL Utility Systems 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,- Fifth Floor MM KAILMXVA AWIK=MNQX=D=MU WFA10M)KA(61iNGRMI(ftMKOPAAXRI6(XX 1055 South Grady Way Renton WA 98055 AUTHORED REPRESENTATIVE SPECIAL WILLIS 25wi (9/95) � «•• c� © WILUS 199s �Y CITY OF RENTON ' HUMAN RESOURCES & RISK MANAGEMENT DEPARTMENT MEMORANDUM DATE: July 12, 1999 TO: Gary Schimek, Utilities FROM: MiL Web by, Administrator SUBJECT: Ins. Review, Cedar River 205/CAG-97-161 I have reviewed the Certificate of Insurance for the above referenced contract. The insurance coverage, provided for this project, meets the City's risk management requirements. contract\ Allen Quynn To: Michael Webby Subject: Liability Insurance for Rolling Hills Creek Gage Installation and Maintenance The City has requested that Northwest Hydraulics Consultants (NHC) install stream monitoring equipment in the Rolling Hills Creek located behind Renton Cinemas in the Renton Village Shopping Center. The property owner, Renton Village Associates (RVA), has required the City to provide a Certificate of Insurance with a minimum of $1,000,000 liability coverage as a condition of entry on to their property by NHC and City staff. RVA Cinema L.L.C. and RVA Office L.L.C. are to be listed as additional insureds on the certificate. The installation will consist of constructing a 5' high, 10" diameter standpipe in the channel embankment for housing a depth measuring device (shaft encoder). A smaller diameter pipe will extend horizontally out into the channel (approx. 2 feet) from the bottom of the standpipe to allow water into the standpipe. A wood structure will be erected to shelter the data logger. Maintenance, to be done by City staff, consists of periodic down loading of stream gage data onto a laptop computer and inspection of the equipment. f-'�<<C NHC will modify thw Certificate of Insurance to the City to include RVA properties as additional insureds; However, this will cover only the installation. The City will need to provide the property owner a certificate of insurance or similar instrument to cover the maintenance of the gage station. As the gage station will could remain active for several years, the insurance certificate will need to be renewed on an annual basis. If you have any questions please call me at ext. 7247. Thanks. Page 1 .... f3E111»>v?PMENT aERiGES flt /tStQtf SUBMITTAL REQUIREMENTS FQR HORS .INE S .... . 1�'1AL DEVELa1�MEI�T COMPLETE APPLICATION REQUIRED: The City cannot accept an application that does not have all of the following items. In order to accept your application, each of the following must be submitted to counter staff at the same time. If you have received a prior written waiver of a submittal item(s) during a preapplication meeting, please bring this form in lieu of any submittal item not provided. APPLICATION TIMES: We encourage all applicants to bring in one copy of the application package for informal review by counter staff prior to formal application and fee payment in order to ensure all the information is complete. This should be done prior to making the requested number of copies. Applications will be accepted at the 6th floor counter of the Renton Municipal Building, 1055 South Grady Way, between 8:00 A.M. and 4:00 P.M. Monday through Friday. No appointment is necessary. Please allow for 20 to 30 minutes for application screening. Due to the screening time required, messengered applications cannot be accepted. EARLY CONSULTATION: Prior to submitting an application, the applicant should informally discuss the proposed development with the Development Services Division. The Development Service Division will provide assistance and detailed information on the City's land use requirements and standards. For further information on this project, see the instruction sheet entitled "Submittal Requirements for Preliminary Project Review". PURPOSE: The purpose of shoreline permit application review is to ensure that proposed shorelines development is consistent with the goals and policies of the Shoreline Master Program. NOTE: The State of Washington Department of Fisheries and/or the Army Corps of Engineers may also require permits for your project. You should contact these agencies directly to determine their re uirements and development sWh Ards. APPLICATION MATERIALS: PLANS:and ATTACHMENTS: Please fold all plans and attachments to a size not exceeding 8.5"by 11":far st©rage in a letter-size folder. 1. Master Application: Please provide the original plus eleven (11) copies (12 total) of the COMPLETED Master Application form. Application must have notarized signatures of ALL current property owners listed on the Title Report. The legal description of the property must be listed on the application form. If the legal description references any other recorded documents (i.e. easements, public use dedications, restrictive covenants) five (5) copies of the referenced recorded documents must also be provided. 2. Environmental Checklist: Please provide twelve (12) copies of the Environmental Checklist. If a particular question does not apply, please do not leave it blank. Fill in the space with "Not Applicable". Shoreline Substantial Development Permit 3. Mailing Labels: Please submit two (2) sets of self-adhesive mailing labels including the name, mailing address, and King County Assessor's account numbers (optional) for all property owners within three hundred feet (300') of the boundaries of the subject site. DO NOT provide envelopes, metered postage or stamps. The Development Services Division will provide these items. 4. List of Surrounding Property Owners: Please submit two (2) copies of a signed and notarized City of Renton Development Services Division "List of Surrounding Property Owners" form listing all current property owners and their mailing addresses and King County Assessor's account numbers within three hundred feet (300') of the boundaries of the subject site as obtained from a Title Company or the King County Assessor's Office. The list shall include a notarized statement attesting that the ownership information provided is current and accurate. Current shall mean obtained within the past thirty (30) days unless otherwise approved by the Development Services Division. 5. Fees: The application must be accompanied by the required application fee (see Fee Schedule) and first class postage rate per mailing label. Please DO NOT provide metered postage or stamps. Please call (425) 430-7294 to verify the exact amount required. We cannot accept checks for over the total fee amount. PLANS and ATTACHMENTS`. Please fold,all plans and attachments to a size not exceeding 8.5"',by 11"for storage in!a letter-size folder. 6. Preapplication Meeting Summary (if applicable): If the application was review at a "preapplication meeting" and a written summary was provided to you, please provide five (5) copies of the summary. 7. Project Narrative: Please provide twelve (12) copies of a clear and concise description and summary of the proposed project, including the following: • Project name, size and location of site, • Zoning designation of the site and adjacent properties, • Current use of the site and any existing improvements, • Special site features (i.e. wetlands, water bodies, steep slopes), • Statement addressing soil type and drainage conditions, • Proposed use of the property and scope of the proposed development (i.e. height, square footage, lot coverage, parking, access, etc.), • Proposed off-site improvements (i.e., installation of sidewalks, fire hydrants, sewer main, etc.) • Total estimated construction cost and estimated fair market value of the proposed project, • Estimated quantities and type of materials involved if any fill or excavation is proposed, • Number, type and size of trees to be removed, • Explanation of any land to be dedicated to the City, • Name of water area and/or wetlands within which development is proposed, • Nature of the existing shoreline. (Describe type of shoreline, such as marine, stream, lake, lagoon, marsh, bog, swamp, flood plain, floodway, delta; type of beach, such as accretion,erosion, high bank, low bank, or dike; material such as sand, gravel, mud, clay, rock, riprap; and extent and type of bulkheading, if any.) • In the event that any of the proposed buildings or structures will exceed a height of thirty- five feet (35') above the average grade level, indicate the approximate location of and number of residential units, existing and potential,that will have an obstructed view. • If the application involves a conditional use or variance, set forth in full that portion of the master program which provides that the proposed use may be a conditional use, or, in the case of variance, from which the variance is being sought. 2 Shoreline Substantial Development Permit 8. Construction Mitigation Description (if applicable): Please provide five (5) copies of a written narrative addressing each of the following: • Proposed construction dates (begin and end dates), • Hours of operation, • Proposed hauling/transportation routes, • Measures to be implemented to minimize dust, traffic and transportation impacts, erosion, mud, noise, and other noxious characteristics. • Any specialty hours proposed for construction or hauling (i.e. weekends, late nights), and • Preliminary traffic control plan. 9. Neighborhood Detail Map: Please provide twelve (12) copies of a map drawn at a scale of one inch equals one hundred feet (1" = 100') or one inch equals two hundred feet (1' _ 200') (or other scale approved by the Development Services Division Director). This map shall show the location of the subject site relative to the property boundaries of the surrounding parcels within approximately one thousand feet (1,000'), or approximately two thousand five hundred feet (2,500') for properties over five (5) acres, and identifying the subject site with a darker perimeter line than that of surrounding properties. This map will be used to identify the site location on public notices and to review compatibility with surrounding land uses. The map shall also show: the property's lot lines, existing land uses, building outlines, City boundaries of the City of Renton (if applicable), north arrow(oriented to the top of the plan sheet), graphic scale used for the map, and City of Renton (not King County).street names for all streets shown. Kroll Map Company (206 448-6277) produces maps that may serve this purpose or you may use the King County Assessor's maps as a base for the Neighborhood Detail Map. Additional information (i.e. land uses and building outlines for adjacent sites) will need to be added by the applicant. 10. Site Plan: Please provide eleven (11) copies of a fully dimensioned plan sheet drawn at a scale of one inch equals twenty feet (1" = 20') (or other scale approved by the Development Services Division Director). We prefer that the site plan be drawn on ONE sheet of paper unless the size of the site requires that several plan sheets be used. If you are using more than a single plan sheet, please indicate connecting points on each sheet. The Site Plan should show the following: • Name of proposed project, •. Date, scale, and north arrow (oriented to the top of the paper/plan sheet), • Drawing of the subject property with all property lines dimensioned and names of adjacent streets, • Widths of all adjacent streets and alleys, • Location of all existing public improvements including, but not limited to, curbs, gutters, sidewalks, median islands, street trees, fire hydrants, utility poles, etc., along the full property frontage, • Location and dimensions of existing and proposed structures, parking and loading areas, driveways, existing on-site trees, existing or proposed fencing or retaining walls, free- standing signs, easements, refuse and recycling areas, free-standing lighting fixtures, utility junction boxes, public utility transformers, storage areas, buffer areas, open spaces, and landscaped areas, • The location and dimensions of natural features such as streams, lakes, marshes and wetlands, • Ordinary high water mark, existing and proposed, • Name of water body, 3 Shoreline Substantial Development Permit • For wireless communication facilities, indicate type and locations of existing and new plant materials used to screen facility components and the proposed color(s) for the facility, • A legend listing the following must be included on one of the site plan sheets: • Total square footage of the site, • Square footage (by floor and overall total) of each individual building and/or use, Total square footage of all buildings (footprint or each building), • Percentage of lot coverage, • Square footage of all landscaping (total, parking lot, and wildlife habitat), • Allowable and proposed building height, • Building setbacks required by Code, • Proposed building setbacks, • Parking analysis, including: • Number of stalls required, by use; number of stalls provided, by use, • Sizes of stalls and angles, • Location and number of handicap stalls, compact, employee and/or guest parking stalls, • Location and size of curb cuts, • Traffic and flow within the parking, loading, and maneuvering areas and ingress and egress, • Location of wheel stops, • Loading space, • Stacking space, • Location and dimensions of bicycle racks, carpool parking spaces, and other facilities designed to accommodate access to the site, • Square footage of interior parking lot landscaping. 11. Parking, Lot Coverage, Landscaping Analysis: Please provide five (5) copies of a listing of the following information (may also be included on the first sheet of the site plan): • Total square footage of the site. • Total square footage of existing area(s) of impervious surfacing, • Total square footage of existing natural/undeveloped area, • Square footage (by floor and overall total) of each individual building and/or use, • Total square footage of the footprints of all buildings, • Percentage of lot covered by buildings or structures, • Total pavement square footage both existing pavement to remain plus new pavement proposed to be installed, • Square footage of any on-site wetlands, • Parking analysis to included the total number of parking spaces required and provided, number of compact and "ADA accessible" spaces provided, and parking space dimensions, • Square footage of landscaping for each area, for interior parking lot landscaping, and total, • Allowable and proposed building height, • Building setbacks required by Code, and • Proposed building setbacks. IPLANS and ATTACH..IIIIBNTS Please fold'all plans and attachments to a size not exceeding 8 by IV for storage ii a letter size:folder. 4 Shoreline Substantial Development Permit 12. Architectural Elevations: Please provide twelve (12) copies of a twenty four inch by thirty six inch (24"x 36") fully dimensioned architectural elevation plan drawn at a scale of one- fourth inch equals'one foot (1/4" = 1) or one-eighth inch equals one foot (1/8"= 1') (or other size or scale approved by the Building Official) clearly indicating the information required by the "Permits"section of the currently adopted Uniform Building Code and RCW 19.27 (State Building Code Act, Statewide amendments), including, but not limited to the following: Existing and proposed ground elevations, • Existing average grade level underneath proposed structure, • Height of existing and proposed structures showing finished roof top elevations based upon site elevations for proposed structures and any existing/abutting structures, Building materials and colors including roof, walls, any wireless communication facilities, and enclosures, • Fence or retaining wall materials, colors, and architectural design, • Architectural design of on-site lighting fixtures, and • Cross section of roof showing location and height of roof-top equipment (include air conditioners, compressors, etc.) and proposed screening. Sign Permits cannot be lissuedlfor signs that have not first been reviewed through the site plan approval process. 13. Grading Elevations: Please provide twelve (12) copies of a topography map showing existing contours and proposed changes in elevations. Plans shall be required if the grades on site exceed twenty percent (20%) or in the amount of earth to be disturbed exceeds five hundred (500) cubic yards. The plan shall detail the type of materials comprising the proposed fill or extraction (in tons and cubic yards). For extractions, identify the disposal site. 14. Utilities Plan, Generalized (sewer, water, stormwater,transportation improvements): Please provide five (5) copies of a plan drawn on twenty two inch by thirty four inch (22"x 34") plan sheets using a graphic scale of one inch equals forty feet (1" = 40') (or other size or scale approved by the Development Services Division Plan Review Supervisor) clearly showing all existing (to remain) and proposed public or private improvements to be dedicated or sold to the public including, but not limited to, curbs, gutters, sidewalks, median islands, street trees, fire hydrants, utility poles, refuse areas, free-standing lighting fixtures, utility junction boxes, public utility transformers, etc., along the full property frontage. The finished floor elevations for each floor of proposed and existing (to remain) structures shall be shown. 15. Drainage Control Plan (except when waived by Plan Review Section): Please provide five (5) copies of a plan drawn to scale and stamped by a Washington State licensed engineer or State of Washington licensed landscape architect and complying with the requirements of Renton Municipal Code, Section 4-6-030 and the King County Surface Water Management Design Manual as adopted by the City of Renton. 16. Drainage Report (except when waived or modified by Plan Review Section): Please provide four(4) copies of a report complying with the requirements of the City of Renton Drafting Standards, Section 4-6-030 of the City of Renton Municipal Code and the King County Surface Water Management Design Manual (KCSWDM) as adopted by the City of Renton. The report must contain the following: • The stamp and signature of a Washington State licensed professional engineer or licensed landscape architect. • Complete Technical Information Report (TIR) Worksheet. • A description of the construction involved and existing and proposed on-site drainage features. 5 Shoreline Substantial Development Permit • Core and Special Requirements: • Show that Core Requirements 1 - 5 in Section 1.2 are addressed. • Show that all Special Requirements in Section 1.3 that are applicable to this project are addressed. Use the SBUH/SCS hydrograph method to compute required on-site detention using 2, 10, and 100 24-hour design storm events for pre-developed and post-developed conditions (6 separate peak flows). • Biofiltration preliminary and conceptual design calcs (per Section 4.6), if for project site sub-basins with more than 5000 square feet of new impervious area subject to vehicular use or storage of chemicals. • Wet pond sizing preliminary and conceptual design calcs (if there is more than one (1) acre of new paved impervious area and meets other conditions of Special Requirement #5). • A Level 1 Off-Site Analysis, as described in Core Requirement#2. (Level 2 or 3 analysis may be requested later if a downstream problem is found or anticipated from review of the initial submittal of the Drainage report). 17. Geotechnical Report (except when waived by Plan Review Section): Please provide five (5) copies of a study prepared and stamped by a licensed professional engineer including soils and slope stability analysis, boring and test pit logs, and recommendations on slope setbacks, foundation design, retaining wall design, material selection, and all other pertinent elements. 18. Flood Plain Map (if applicable): Please provide twelve (12) copies. 19. Wetlands Report/Delineation (if applicable): Please provide twelve (12) copies of an analysis of the type-and extent of wetlands prepared by a wetland specialist based upon a field investigation using the procedures found in the 1987 Federal Manual for Identifying and Delineating Jurisdictional Wetlands or later adopted identification and delineation methodology. 20. Landscaping Plan, Conceptual: Please provide five (5) copies of a fully dimensioned plan drawn at the same scale as the project site plan (or other scale approved by the Development Services Division), clearly indicating the following: • Date, graphic scale, and north arrow, • Location of proposed buildings, parking areas, and access and existing buildings to remain, • Names and locations of abutting streets and public improvements, including easements, • Existing and proposed contours at five foot (6) intervals or less, • Location and size of planting areas, • Location and height of proposed berming, • Location and elevations for any proposed landscape-related structures such as arbors, gazebos, fencing, etc., and, • Location, size, spacing and names of existing and proposed shrubs, trees, ground covers, and decorative rockery or like landscape improvements in relationship to proposed and existing utilities. PL.:ANS and ATTACHMENTS: Please fold'al[plans and;attachments to a size not exceeding 8.5"``by 11"for stars a in a letter-size folder 6 Shoreline Substantial Development Permit 21. Floor Plans: Please provide five (5) copies of a basic line drawing plan of the general building layout showing walls, exits and designated uses indicating the proposed locations of kitchens, baths and floor drains, with sufficient detail for City staff to determine if an oil/water separator or grease interceptor is required and to determine sizing of side sewer. Floor plans are not required for speculative construction projects. If you do not provide floor plans, your project narrative must state that the project is a "speculative" project. 22. Tree Cutting/Land Clearing (tree inventory) Plan: This is required if ANY trees or vegetation are to be removed or altered (if no trees or vegetation will be altered, please state so in your project narrative). Please provide four(4) copies of a plan, based on finished grade, drawn to scale with the northern property line at the top of the paper clearly showing the following: • All property boundaries and adjacent streets, • Location of all areas proposed to be cleared, • Types and sizes of vegetation to be removed, altered or retained. This requirement applies only to trees, six inch (6") caliper, "at chest level", and larger, • Future building sites and drip lines of any trees which will overhang/overlap a construction line, and • Location and dimensions of rights of way, utility lines, and easements. Tree cutting/land clearing is not;permitted until the site pla /substantial development permit has been given final approval by the City. 23. Traffic Study: Please provide five (5) copies of a report prepared by a State of Washington licensed engineer containing the elements and information identified in the City of Renton "Policy Guidelines for Traffic Impact Analysis of New Development" in sufficient detail to define potential problems related to the proposed development and identify the improvements necessary to accommodate the development in a safe and efficient manner. 24. Plan Reductions: Please provide one (1) eight and one-half inch by eleven inch (8 '/2" x 11") reduction of full size plan sheets including elevations, landscape plans, conceptual utility plans, site plan, and neighborhood detail map. Also, please provide one (1) four inch by six inch (4"x 6") reduction of the Neighborhood Detail Map. This will be used by staff to prepare public information posters. Because these reductions are used to provide the public with information about the project, they need to yield legible photocopies. A PMT reduction is an original white/opaque (NOT TRANSPARENT) photographic reduction. Xerox reductions or plotted reductions cannot be accepted. Please ensure that the reduced Neighborhood Detail Map is legible and will fit in a 4" by 6"space. Also provide one 8 '/2" by 11" photocopy of each PMT sheet. Royal Reprographics (425-251-8230), Ford Graphics (206-622-5517), Kestrel Blueprint (425-883-1110), and Superior Reprographics (206-443-6900 or 253-627-8103) are a few of the printing companies that provide this service. 25. Colored Display Maps: (Folded to 8 1/2" by 11".) DO NOT MOUNT ON FOAM-CORE OR OTHER BACKING. Please color one (1) copy of each of the following full size plan sheets with a wide (1/4" or larger) felt tip marker for use in presenting your project to the Environmental Review Committee and Hearing Examiner: • Neighborhood Detail Map, • Site Plan, and • Landscaping Plan. 7 Shoreline Substantial Development Permit The following colors are recommended: Red North Arrow, outer property boundary. Proposed new lot lines (dashed). Do not color existing lot lines which are to be eliminated or relocated. Black Street names identified with lettering of at least one inch (1' in height. Street names must be legible at a distance of fifteen feet (15'). Tan Existing buildings (Please do not color buildings which will be demolished or removed.) Yellow Proposed buildings Lt. Green Landscaped areas Dk. Green Areas of undisturbed vegetation 1PLANS and ATTACHMENTS: Please fold;all plans and attachments to.a, size not exceeding 8.5" by 11">for storage in is letter-size folder. :' 26. Conditional Use/Variance Requirements: If the application requires a conditional use permit or variance, you must also attach the additional submittals required for these applications (see the submittal requirement instruction sheets for shoreline variances conditional uses available at the Development Services counter and Sections 8.01 through 8.04 of the City Shoreline Management Program). Additional review fees are also required (see fee schedule). REVIEW PROCEDURE FOR SHORELINE DEVELOPMENTS NOT INVOLVING VARIANCES OR CONDITIONAL USE PERMITS: Once the City has mailed out notices to property owners within 300' of the site and puts up posters, interested parties have fourteen (14) days to comment on the proposed development. During this time City staff reviews the proposal. Once the initial fourteen (14) day comment period has passed, the Development Services Division will schedule the project for Environmental Review Committee. After the environmental determination is made and the fourteen to twenty nine (14-29) day comment/appeal period(s) have expired, the Planning/Building/Public Works Department will issue a decision to approve or deny the permit. The decision will be mailed to the State of Washington Department of Ecology. After receipt of the decision, the Department of Ecology commences a twenty one (21) day review period during which appeals can be made. If no appeals are filed during this twenty one (21) day period, the project is eligible to receive a building permit (provided the plans and application are acceptable to the Building Section). REVIEW PROCEDURE FOR SHORELINE DEVELOPMENTS WHICH REQUIRE VARIANCES AND/OR CONDITIONAL USE PERMITS: A shoreline substantial development permit application requiring a variance and/or conditional use permit follows the same process as a normal shoreline substantial development permit up through the environmental determination stage. However, the application is then forwarded on the City Hearing Examiner for public hearing and a final determination instead of receiving an administrative decision from Development Services staff. The determination of the Examiner is then forwarded to the State Attorney General's State Department of Ecology for final approval or denial. If the Department of Ecology and/or Attorney General do not object to the Examiner's determination within thirty (30) days, the Examiner's decision will become final. 8 Shoreline Substantial Development Permit APPEAL PROCESS FOR ADMINISTRATIVE DECISIONS ON SHORELINE DEVELOPMENTS NOT INVOLVING VARIANCES OR CONDITIONAL USE PERMITS: Any person, including the applicant, aggrieved by the granting or denial of a Shoreline Substantial Development Permit has fourteen (14) days to appeal the decision (in writing)to the City Hearing Examiner. The appeal must be submitted in accordance with Section 4-8-110 of the Renton Municipal Code. APPEAL PROCESS FOR HEARING EXAMINER DECISIONS ON SHORELINE VARIANCES, CONDITIONAL USE PERMITS OR APPEALS OF ADMINISTRATIVE DECISIONS: Any person, including the applicant, aggrieved by the granting or denial of a Shoreline Substantial Development Permit/Conditional Use/Variance may appeal the decision within thirty (30) days to the State Shorelines Hearings Board (as provided by Section 18(1) of the State Shorelines Management Act of 1971). The applicant must concurrently file copies of the appeal with the State Department of Ecology, the State Attorney General's office, the City of Renton Planning/Building/Public Works Department and the City Clerk. Either the Department of Ecology or the Attorney General must certify the appeal request as valid in order for the review to continue. Certification must be given within thirty (30) days. If the request is certified, the Hearings Board conducts a review and sustains or overturns the decision of the City of Renton. Any party who fails to obtain certification or is aggrieved by the decision of the Hearings Board may appeal to the Superior Court. DEFERRAL OF IMPROVEMENTS: If a developer wishes to defer certain on-site improvements, written application shall be made to the Board of Public Works stating the reasons why such delay is necessary. If approval is granted, a performance bond or certified check shall be furnished to the City in an amount equal to a minimum of 150 percent of the estimated cost of the required improvements. EXPIRATION OF SHORELINE PERMIT: An approved Shoreline Substantial Development Permit and/or Shoreline Conditional Use Permit and/or Shoreline Variance shall expire, becoming null and void, two (2) years from the effective date of the Shoreline Permit/Conditional Use/Variance unless construction activities have commenced. Where no construction activities are involved, the use or activity shall be commenced within two (2) years of the effective date of a substantial development permit. The effective date of a substantial development permit shall be the date of the last action required on the substantial development permit and all other government permits and approvals for the development that authorize the development to proceed, including all administrative and legal actions on any permits or approvals. A greater length of time may be approved by the City at the time of permit issuance upon finding of good cause. However, actual construction of the project must be completed within five (5) years of the effective date of the Shoreline Permit approval. EXTENSION OF SHORELINE PERMIT APPROVAL: The City of Renton may authorize a single extension for a period not to exceed one (1) year based on reasonable factors, if a request for extension has been filed before the expiration date and notice of the proposed extension is.given to parties of record on the substantial development permit and to the State Department of Ecology. 9 Shoreline Substantial Development Permit EXPIRATION OF BUILDING PERMIT: Authorization to conduct construction activities shall terminate five (5) years after the effective date of a substantial development permit. However, the City may authorize single extension for a period not to exceed one (1) year based on reasonable factors, if a request for extension has been filed before the expiration date and notice of the proposed extension is given to parties of record and to the department. SHORAPP.DOC REVISED 7199 10 WASHINGTON _ Y� JOINT AQUATIC RESOURCE PERMITS APPLICATION (JARPA) —INSTRUCTIONS — This Joint Application can be used to apply for Hydraulic Project Approvals, Shoreline Management Permits, Approvals for Exceedance of Water Quality Standards, Water Quality Certifications, Coast Guard Bridge Permits, Department of Natural Resources Use Authorization, and Army Corps of Engineers Permits. You must submit readable copies of the completed application form together with detailed drawings,prepared in accordance with the drawing guidance in Appendix A to the appropriate agencies. You do not need to send the example drawings, the instructions, or the Appendices. Remember, depending on the type of project you are proposing, other permits may be required that are not covered by this application. 4- Use the following checklist to determine which permits to apply for. Your project may require some or all of these permits. If you have trouble deciding which permits you need, please contact the appropriate agency for questions. Agency telephone numbers are in Appendix B. IF YOU CHECK ANY BOX UNDER A PERMIT TITLE,THEN YOU MUST APPLY FOR THAT PERMIT. Complete Sections A&C for any of the permits listed below. Also complete Section B for Shoreline and Army Corps of Engineers permits. Detailed drawings are required for any of these permits(see Appendix A for drawing requirements). ♦ Hydraulic Proiect Approval from the Department of Fish and Wildlife under 75.20 RCW is required if your project includes construction or other work, that: ❑ will use, divert, obstruct, or change the natural flow or bed of any fresh or salt water of the state. This includes all construction or other work waterward and over the ordinary high water line, including dry channels, and may include projects landward of the ordinary high water line(e.g., activities outside the ordinary high water line that will directly impact fish life and habitat, falling trees into streams or lakes, etc.). ♦ Shoreline Substantial Development Conditional Use Variance Permit or Exemption from Local Government(under the Shoreline Management Act, 90.58 RCW;) required for work or activity in the 100-year floodplain, or within 200 feet of the ordinary high water mark of certain waters; and which includes any one of the following: ❑ dumping; ❑ drilling; ❑ dredging; ❑ filling; ❑ placement or alteration of structures (whether temporary or permanent); or ❑ any activity which substantially interferes with normal public use of the waters regardless of cost. ♦ Floodplain Management permits and/or Critical Areas Ordinances review by Local Government for: ❑work in frequently flooded areas, geologically unstable areas, wildlife habitats, aquifer recharge areas, and wetlands. ♦ Section 401 Water Quality Certification from the Department of Ecology under 33 USC§ 1341 is needed when a federal approval is required for a project, including the following: ❑ Corps of Engineers Nationwide Permit—Send to Ecology's Environmental Review Section; ❑ FERC hydropower license—Attach FERC exhibit E and send to Ecology's Water Resources Program; and ❑ A Corps of Engineers individual permit—Send only to Corps of Engineers; the Corps will notify Ecology. ♦ Approval to Allow Temporary Exceedance of Water Quality Standards from the Department of Ecology, under 90.48 RCW, if your project results in: ❑ a temporary exceedance of water quality criteria established by WAC 173-201A for in water work(e.g., changes in turbidity from sediment disturbances and pH changes from concrete curing)—send to Ecology's regional office. NOTE: Application of aquatic herbicides and pesticides are covered by a separate application). ♦ Aquatic Resources Use Authorization Notification from the Department of Natural Resources is required if your project: ❑ is on, crosses, or impacts the bedlands, tidelands or shorelands of a navigable water. Form#JAR-P4 Revised Date 12/96 Instruction Page 1 of 2 ♦ Section 404 Permit from the Corps of Engineer under 33 USC§ 1344 is required if your project includes: ❑ discharge or excavation of dredged or fill material waterward of the ordinary high water mark, or the mean higher high tide line in tidal areas, in waters of the United States, Including wetlands; ❑ mechanized land clearing in waters of the United States, Including wetlands. ♦ Section 10 Permit from the Corps of Engineer is required for: ❑ any work in or affecting navigable waters of the United States (e.g., floats, piers, docks, dredging, piles, buoys, overhead power lines, etc.). ♦ Section 9 Permit from the Coast Guard is required for: ❑ construction of a new bridge or modification to an existing bridge over a navigable waterway. USEFUL DEFINITIONS The following definitions are presented to help applicants In completing the JARPA. They may not necessarily represent specific language from the laws Implemented through JARPA. Ordinary High Water Mark or Line means the visible line on the banks where the presence and action of waters are so common as to leave a mark upon the soil or vegetation:Provided,that In any area where the ordinary high wafer line cannot be found the ordinary high water line adjoining saltwater shall be the line of mean higher high water and the ordinary high water line adjoining freshwater shall be the elevation of the mean annual flood. Mean Lower Low Is the 0.0 tidal elevation,determined by averaging each days lowest tide at a particular location over a period of 19 years. His the tidal datum for vertical tidal references In the salt water area. Mean High Water and Mean Higher High Water Tidal Elevations at any specific location can be found in tidal benchmark data compiled by the United States Department of Commerce, Environmental Science Services Administration, Coast and Geodetic Survey, dated January 24, 1979. This information can be obtained from the Corps of Engineers at(206)764-3495. The determination of tidal elevation is obtained by averaging each day's highest tide at a particular location over a period of 19 years, measured from mean lower low water,which equals 0.0 tidal elevation. Shorelands or shoreland areas means those lands extending landward for two hundred feet in all directions as measured on a horizontal plane from the ordinary high water mark; floodways and contiguous floodplain areas landward two hundred feet from such floodways; and all wetlands and river deltas associated with the streams, lakes, and tidal waters which are subject to the provisions of 90.58 RCW. Shorelines means all water areas of the state, including reservoirs, and their associated wetlands, together with the lands underlying them, except stream segments upstream of the point where mean annual flow is less than 20 cubic feet per second, and lakes less than 20 acres in size. Wetlands means areas that are inundated or saturated by surface water or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. Bridge means any structure including pipelines and conveyor belts, which transports traffic or materials across a navigable water. Instruction Page 2 of 2 APPENDIX A: GUIDANCE CHECKLIST FOR COMPLETION OF DRAWINGS General Information. Three types of illustrations are needed to properly depict the proposed activity: Vicinity Map, Plan View, and Cross-Sectional View. Drawings to scale should be prepared using clear printing, black ink, and the fewest number of sheets possible. Include the scale. The importance of clear accurate drawings cannot be overstated. At a minimum, drawings must contain the following information; other information may be required depending on project type. If you have questions regarding completing the drawings, call the appropriate agency. 1. Vicinity Map. A copy of a county or city road map, or a U.S. Geological Survey topographic map may be used. Include: ( ) a. North arrow. ( ) b. Name of waterbody(and river mile if appropriate). ( ) C. Location of the proposed activity(indicate with a circle, arrow, X, or similar symbol). ( ) d. Provide latitude and longitude of the site to the nearest second. ( ) e. Provide directions to the site. 2. Plan View. This drawing illustrates the proposed project area as if you were looking down at the site from overhead. ( ) a. North arrow. ( ) b. Name of waterbody and direction of water flow. ( ) C. Location of existing shoreline. Tidal Waters: Show the Ordinary High, Mean High, Mean Low, Mean Higher High, and Mean Lower Low Water Marks or Lines, and/or wetland boundaries. Indicate elevation above datum. Non-tidal waters: Show the Ordinary High Water Mark or Line, Meander Line, and/or wetland boundary. ( ) d. Dimensions of the activity or structure and impervious surfaces, distance from property lines,and the distance it extends into the waterbody beyond the Ordinary High, Mean High, Mean Higher High, and Mean Low Water Mark or Line, and/or wetland boundaries, as appropriate. ( ) e. For Corps permits, indicate the distance to Federal projects and/or navigation channels (if applicable). To ascertain, call the Corps Regulatory Branch Office at(206)764-3495. ( ) f. Show existing structures on subject and adjoining properties. ( ) g. Indicate adjoining property ownership. ( ) h. If fill material is to be placed, identify the type of material, amount of material (cubic yards), and area to be filled (acres). ( ) i. If project involves dredging, identify the type of material, amount of material (cubic yards), area to be dredged, method of dredging, and location of disposal site. Dredging in areas shallower than -10 feet needs to be clearly identified on drawings. ( ) j. Identify any part of the activity that has been completed. ( ) k. Indicate types and location of aquatic, wetland, and riparian vegetation. ( ) I. Erosion control measures, stabilization of disturbed areas, etc. ( ) M. Utilities, including water, sanitary sewer, power and stormwater conveyance systems (e.g., bioswales). ( ) n. Indicate stormwater discharge points. 3. Cross-Sectional View. This drawing illustrates the proposed activity as if it were cut from the side and/or front. Include: ( ) a. Location of water lines. Tidal Waters: Show the Ordinary High, Mean High, Mean Higher High, and Mean Lower Low Water Marks or Lines, and/or wetland boundary. Non-tidal waters: Show the Ordinary High Water Mark or Line, and/or wetland boundary. ( ) b. Water depth or tidal elevation at waterward face of project. ( ) C. Dimensions of the activity or structure, and the distance it extends into the waterbody beyond the Ordinary High, the Mean High,the Mean Higher High and Mean Low Water Mark or Line, and/or wetland boundaries. ( ) d. Indicate dredge and/or fill grades as appropriate. ( ) e. Indicate existing and proposed contours and elevations. ( ) f. Indicate types and location of aquatic, wetland, and riparian vegetation present on site. ( ) g. Indicate type and location of material used in construction and method of construction. ( ) h. Indicate height of structure. 4. Clearance and Elevations. Applies to Coast Guard Bridge Permits only. ( ) a, Vertical clearance measured from Mean Higher(tidal waters) or Ordinary High (non-tidal water). ( ) b. Horizontal clearance between piers or pilings. ( ) C. Bottom elevation of the waterway at the bridge. Appendix A-1 APPENDIX B: AGENCY CONTACTS Below is a list of agencies to which a copy of the Joint Application may be sent, and which permit each agency issues. Technical assistance and information is also available from these offices. Department of the Army Permit(Section 404 or Section 10) U.S. Army Corps of Engineers, Telephone(206)764-3495 Seattle District FAX(206)764-6602 Regulatory Branch Post Office Box 3755 Seattle, WA 98124-2255 U.S. Army Corps of Engineers Telephone(509)238-4570 Eastern Washington Information FAX(509)238-4570 U.S. Army Corps of Engineers Telephone(509)682-7010 Central Washington Information FAX(509)682-7710 Department of Ecology Permits (401 and Approval to Exceed Water Duality Standards) Washington State Department of Ecology Telephone(360)407-7037 300 Desmond Drive FAX(360)407-6904 Post Office Box 47600 Olympia, WA 98504-7600 Central Region Telephone(509)558-2800 FAX(509)550-2809 Eastern Region u Telephone(509) 545-2926 FAX(509)595-6175 Northwest Region Telephone(206)354-7000 FAX(206) 354-7098 Southwest Region Telephone(360)407-6300 FAX(360)407-6305 Department of Fish and Wildlife(Hydraulic Project Approval)-Submit all HPA applications to Headquarters. Contact regional offices for questions or assistance. Headquarters Washington State Department of Fish and Wildlife Telephone(360) 902-2534 600 Capitol Way North TDD(360) 902-2207 Olympia, Washington 98501-1091 FAX(360) 902-2946 Region 1 (Pend Oreille, Ferry, Stevens, Spokane, Lincoln, Whitman, Columbia, Garfield, Asotin, and Walla Walla Counties) Washington State Department of Fish and Wildlife Telephone(509)456-4082 Region 1 FAX(509)456-4071 8702 North Division Street Spokane, WA 99218-1199 Region 2 (Okanogan, Douglas, Grant, Adams, and Franklin Counties) Washington State Department of Fish and Wildlife Telephone(509)754-4624 Region 2 FAX(509)754-5257 1550 Alder Street NW Ephrata, WA 98823-9652 Appendix B-1 Region 3(Chelan, Kittitas, Yakima, and Benton Counties) Washington State Department of Fish and Wildlife Telephone(509)575-2740 Region 3 FAX(509)575-2474 1701 South 24th Avenue Yakima, WA 98902-5720 Region 4(Whatcom, Skagit, Snohomish, King, Pierce, Island, and San Juan Counties) Washington State Department of Fish and Wildlife Telephone(206)775-311 Region 4 FAX(206)338-1066 16019 Mill Creek Boulevard Mill Creek, WA 98012-1296 Region 5 (Lewis, Wahkiakum, Cowlitz, Skamania, Clark, and Klickitat Counties) Washington State Department of Fish and Wildlife Telephone(306)696-6211 Region 5 FAX(360)690-7238 5404 NE Hazel Dell Ave. Vancouver, WA 98663-1299 Region 6 (Pacific, Thurston, Grays Harbor, Mason, Jefferson, Clallam, and Kitsap Counties) Washington State Department of Fish and Wildlife Telephone(360)249-6522 Region 6 FAX(360)664-0689 48 Devonshire Road Montesano, WA 98563-9618 Local Government(Shoreline Management Act Approval) Appropriate City or County Planning, Building, or Community Development Department Natural Resources Conservation Service(NRCS), formerly Soil Conservation Service(SCS)for information regarding activities on agricultural land) NRCS Telephone(509)353-2335 Suite 450 Rock Point Tower Two West 316 Boone Avenue Spokane, WA 99201-2348 Coast Guard (Section 9 Bridge Permit) Commander 13th Coast Guard District(OAN) Telephone(206)220-7282 915 Second Avenue Seattle, WA 98174-1067 Attn: Austin Pratt Department of Natural Resources Aquatic Resources regarding authorization to use bedlands,tidelands, or shorelands of navigable waters. Central Region Telephone(360)748-2383 Northwest Region Telephone(360) 856-3500 Southwest Region Telephone(360) 577-2025 South Puget Sound Region Telephone(360) 825-1631 Northeast Region Telephone(590)925-8510 Southeast Region Telephone(509)925-8510 Olympic Region Telephone(360)374-6131 Headquarters Telephone(360)902-1100 Appendix B-2 E�CI3TIN0 C. . prm P \ `\ PROPOSED FCa( Dl-*f-D co `. um 9E19kATE Pa+cT L.CN D M OF O.H.Y. AT H `%Ao �' \ -%`FACE CF BLt.IX D E)QSTU19 PIER `. \ 3 TO BE FBOYED \ w PROPOSEDPIER \ 10' t/- " \ PROPOSED FL.DAT .1{ 30'- r 11' PRO[ SLOPED LOtiBOAT PLATFCRM ` 4' 20'- O' AEI6fm PROPOSED .` J PIER ADDITION \ r r E(ISTIDA �----=-----------1 PnR PLAN VIEW 0 20 40 50 84 100 . N)TE: E aSTU6 PIER TO BE FeM Y/)a PIER TO BE LOCATED ON SOUTH SIDE OF PROPERTY. WSTIM = BLL*E.lD TO BE w N MEDINA BELLEVUE Fecmm k4D FG't� uXR SEPARATEE PEF#V. �- L N < w LAT: 4r 5'44' 8 LEGAL DESCRIPTION CD LON:122°14'44' LOT-8 BLOCOC- PUTT-f CkM ADO JLB N MERCER ROANOKE ADO SITE r BEG CH S LN 194.56 FT Y OF SE MR TR TH N 18 DEG 53 MIN OO SEE 30 FT TH 72 DEG S5 MIN 00 SE: r TO LK YASH TH SLY ALS L.K TO S LN OFBTHETOBEB I - 90, MERCER LOT-7-8 BLOCK- PLAT-faOMDIE ADO FWm ADD POR® SE CxR 8 THY 1li_9 S LN LAKE ISLAND 194.55 FT TH N 18 DEG 53 M 00 SEC E WASHINGTON �' 30 FT TO TP'OB TH CWTS N 18 DES 53 4` KIN 00 SEC E 50 FT TH N 63 DEB 18 KN 00 SK T TO L K WASH TH SLY AL9 �p�� L.X.TO PT 11.72 DEG 55 KIN 00 SEC Y OF C} u' IRE H DEG 55 FLU1 00 SEC E 4��O L:G T S 72 VICINITY MAP NO SCALE TO TPm Ski LDS AW KffoSE.pFoYME PRIYATE BOAT tlOO(%*E PROPOSED• REMOVE AND REPLACE EXISTING PIER W/ WW PIER DATUM: C.O.E. 0.0' EST 1919 AT NEW LOCATION At1JA ENT PITY DV31S: JOB WE: IN: LQZ KASHIMTOH Vtok.t FLp� im ADOPESS: AT: MUCER ISWC I2D'L 51h R,AerarlAk 1'S4" COLtM OF:K M3 STATE:Yk%ffMTa1 �`i�5��,Maur ISAIl_I?A ADDRESS: APPL. BY:PAeE: 1 OF�3 �y��DATE: N2s189 S P� 1� P�A P� iC j t4 1TY A-2 1 • 1 - 01 32'- 0' 8, x is, SLOPED <% L0*OjT PLATIP-A o a - o• 1.— / a' ;a' FLOAT o \ z c I I 38, ' - 3 Zo � I E 74'- 2 Vr • 1 � PIER PLAN i o io 1 EXISTING PIER TO BE FEMOYED It/ HEY j PIER TO 8E LOCATED ON SOUTH SIDE OF PPCPERTY. UISTINu %= &A� a£AD TO B F&IOYED KND FE LA ED UM SEPARATE P64 IT. Fp . 3 PFCPOSED Bujof.D AEPEJc2 DW — 7 lNDE31 SBAXTE PezKIT .` OCC( �Y LIt� OF O.H.Y. AT / , Z - 0' 23.a5' E)CIS T LNG B(A laflJ �_ I O.H.Y. zi.es• , • r LArt- J BOTTOM ELEVATION VIEW PPpPOSS: F&OVE ANO REPLACE o io i EXISTING PIER V/ NEW PIER AT NEW LOCATION IM:LA*- YASKMTON AT:HUM IS-VZ C(IM'T OF:KIM STATE:YASHIMTOM �NOF? Doti40 J oRTH dm �-� R4' T � 1 Q O PZI JJAI Y 41644 4N WAT'6R AAAR:K, \ 0 a �\ \ � .5AMPl.� Sty � V � .� U, \ *NEI "4`�.' ACMJ- CGR1l_L_ • o�n, e7 \ CRggTAuPAArr P Ro?ocr4 L� �� TiKYocL Covurv� w� . yM .31YO. D3C spa :- flirt/ rr8ti; A?y:�li ra�o 3-s�ims --uvr"1 6CL Ls� ' onti�add ,r • sl �i S. � �" cs�v D�aZS M THURSTON COUNTY - - --- — - - - . LEWIS COUNTY SLUG CREEK w O 1 CENTRALIA ``II "- , p (COL,FQ Gp`�� o HATCHERY CHEHALIS SOUTH WELL FIELD NAPAVINE MOSSYROCK z MARY'S CORNER �`� /�-• r J" E T H E L Q• (` SAINT URBAN r J v CC MAYFIELD uJ WINLOCK r z RIVER MAYFIELD DAM -�pW \-HATCHERY SITE TOLEDO LAT �o�G� 12-2° 3°d' �E•' LEWIS COUNTY COWL1Tz COUNTY STATUTE MILES g p 5 i 1(ICffJI•N mod' ' LOCATION /VICINITY NEAP FIGURE D A--/n 1 � e ffrJ �f/ y a awQMv Aos• � '^ � P� rf •dauQOAR.Y ' 1 �"a CRosS SCc,T1��1 � � fIj' �.OG4To N� '• � 4i !lril wET>_A�.tD FILL C1J.'3 �1C� w •F R0��2�'� L,1IJ�• W Ei LA'�� Eycc�avATiuN �3•'7 Ac� t / / 1 Qo7'AcEn�'i �K.n?Ca.Z'Y Ow•]��GS: IN V AT cz-) A11101$ COUNTY OF STATE APPLICATION BY SHEET OF WATE 1 r,• \ via \ ?2L P.5Ep Rv \, GRA DE \ w pp_ ra F11_t 93 Im ao �M T4) •n O➢• 610 40[ 470 ar 300 at[ W tto N • �• ae u-f aw tta •zt tr• .q SECTM A—A \ tw \ lot \ b `�� Sxlsr•.aG 0xleUngWoUand ��_�="r� r0 �urgxmd excavo4ion w'bc'nJ:• aacv aw• ?RepoSED ,�J ar �..\ GCGI� :7 r.d st ' aw f:q moo Oa tl[ 4" •so VA [eo a+. 1N T" A • to la7 ILO N9 7ca t:s 4'.9 ScCTM B-0 1 P�Fb7F7) 6RnOH R2-0OCyd Jg� p .. ?Ce7osED • [w.. li ... .._'•�Mr•:+%:S:{L':.�c'r.�':.':.::..:f..'..:�w\ M"�K.2��r.,-•�.i�^.mrnr."_�'y^Tt�-�"++e'n•-r•.�..x.—•T.. T,.. . A.:•l "w.Jr'.::�Si:•�V:•:+:�C->LGCti•.�~vGi..� . ... AUA*rN x)a!!Ap pctlattd .. Ct-EprLCiC�K CEx sr, u) to r<„1 n] rsa ttt ft. P" •te 090 MO IOL tf0 70l aot 7H sn l» si s O! tY3 ft.1 IN aLt te1 tr[ SECTION C-C PROPOSED FILL AT _ - CMNITY oo, - CfATE WA - _ - AAfIIGtT70N BY .. A `% ._..._...__.___ d j � 1 h .- C !a Y �l `1 ul � at'cv-�W Id1h Y Ca _L Visler-ze fo fsmpedy LUnc —_PrU L-r owvE�: 3'oaJ �� ti or OnVir 1. L c--Vl m c r"/crd P"[P,-' On1r4sPer-4,0 Mt,Of fli�ha7 aft• F _ - _ oD! o ply �. Perms:,-lCqe oT v-,riod Thd W 15 6mt rd(M Y/&n tYl-- Peach firm(Abo Te Crlrz L.e WdrA I�x�J lc urd/cv-4�/efl cam Ve'k� 'S. N,x-.35e.and T�Z at Pllrrq. COUNTY OF APPUCATION PY VMS IS ANEXA"'JPLE OF.THE INFORMATION REQUIRED PRr7MF Di"><t'dSION-' OETAILS & Sr'ECrFICAT10i,tS -- A-S APr^..WPRIATE FUc moi oszo piojLCY. SFltE7 OI' DATE I WA7-EP �(5tx�Cdstlr�Ft�tuuv) I Gnr�ertbn 1 I 1 � NdaTrer ' I t �'`xiirj Nd urclPaRire ' FitTroc o J' to I� o I 1 1 P1 !VIEW Nd,rd P,-Uim T1d d C1cvd fan li Toe of Wdo v xd Fccc J (l7L.LW-O.DFtJ Na xcl Bca:h s Grodc ,)V of®rrc Kolas I Pra/acPr rc4cVir. ® oa Vd` d Dcach ter cue DI-4 rrc Fran Wdaward Fax 1. The Locdlon of or?19/8 t 1tim on 6cc_-+ To Tot or Ndvrd®a tires Pai or f!zl-tlrq PO4 Prdcdf m COUNTY OF APPLICATI0N BY THIS IS AN EX"I'll OF THE It;FORUATION REQUIRED PR0JECT ADDRESS: V PROVIDE DIMENSIONS,DETAILS &-SPECIFICATIMS AS APPROPRIATE-FOR PROPOSED PROJECT. - SHEEI' OF ANTE � L1 in SECTION B-Use for Shoreline and Corps of Engineers permits only: 16. TOTAL COST OF PROJECT. THIS MEANS THE FAIR MARKET VALUE OF THE PROJECT,INCLUDING MATERIALS,LABOR,MACHINE RENTALS,ETC. 17. LOCAL GOVERNMENT WITH JURISDICTION: 18. FOR CORPS,COAST GUARD,AND DNR PERMITS,PROVIDE NAMES,ADDRESSES,AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS,LESSEES,ETC.PLEASE NOTE: SHORELINE MANAGEMENT COMPLIANCE MAY REQUIRE ADDITIONAL NOTICE—CONSULT YOUR LOCAL GOVERNMENT. NAME ADDRESS PHONE NUMBER SECTION C-This section MUST be completed for any permit covered by this application. 19. APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHORIZE THE ACTIVITIES DESCRIBED HEREIN. I CERTIFY THAT I AM FAMILIAR WITH THE INFORMATION CONTAINED IN THIS APPLICATION,AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,SUCH INFORMATION IS TRUE,COMPLETE,AND ACCURATE. I FURTHER CERTIFY THAT I POSSESS THE AUTHORITY TO UNDERTAKE THE PROPOSED ACTIVITIES. I HEREBY GRANT.TO THE AGENCIES TO WHICH THIS APPLICATION IS MADE,THE RIGHT TO ENTER THE ABOVE-DESCRIBED LOCATION TO INSPECT THE PROPOSED,IN-PROGRESS OR COMPLETED WORK I AGREE TO START WORK ONLY AFTER ALL NECESSARY PERMITS HAVE BEEN RECEIVED. SIGNATURE OF APPLICANT OR AUTHORIZED AGENT DATE I HEREBY DESIGNATE TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT(S). I UNDERSTAND THAT IF A FEDERAL PERMIT IS ISSUED,I MUST SIGN THE PERMIT. SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER(EXCEPT PUBLIC ENTRY LANDOWNERS,E.G.DNR) DATE THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT,IF AN AUTHORIZED AGENT IS DESIGNATED. 18 U.S.0§1001 provides that Whoever,in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any trick,scheme,or device a material fad or makes any false,fictitious,or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than$10,000 or imprisoned not more than 5 years or both. COMPLETER BY LOCAL_OFFICIAL A Nature'of the existing shoreline {Descnbe type of shoreline; Such as marine stream fake;:lagoon;marsh; bog swamp,fiood plain;floodwa:y delta,type bf beech,Stich as accretion,erosion, high bank';tow bank, or dike material such as sand gravel `of biilkh`eadln mud ::die roc. ri':3a end.: xtent »:::>::::>:: y ' p p�:; >::::::::: ::::: : B' in the>eventthat any.Mf the proposed buildings or sttuctureswltl exceed a height of thirty five feet<above tFie average grade Level it d)eate the approximate iocatloh of and number of residential units: exlsttng and potentral that wttt have 2i obstructed i/11++Y ...... vt .. s that r ' wh ch ro de . if the appilcatiari. malves a ooriditional use or varianoe,setotth in full that porfron of the maste program p the proposdd use may he a condltionaipse,'Dr, in the ease of - ...t ance,from which the variance lS being sought These Agencies are Equal Opportunity and AlrBmative Action employers. For special accommodallon needs,please contact the appropriate agency from Appendix B. Application Page 4 of 4 g.CHECK IF ANY STRUCTURES WILL BE PLACED: ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS;AND/OR ❑WATERWARD OF THE MEAN HIGH WATER LINE IN TIDAL WATERS 10.WILL FILL MATERIAL(ROCK,FILL,BULKHEAD,PILINGS OR OTHER MATERIAL)BE PLACED: ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES,VOLUME(CUBIC YARDS) /AREA (ACRES ❑WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES,VOLUME(CUBIC YARDS) /AREA (ACRES) 11.WILL MATERIAL BE PLACED IN WETLANDS? ❑YES ❑NO IF YES: A.IMPACTED AREA IN ACRES: B.HAS A DELINEATION BEEN COMPLETED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ❑NO C.HAS A WETLAND REPORT BEEN PREPARED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ❑NO D.TYPE AND COMPOSITION OF FILL MATERIAL(E.G.,SAND,ETC.): E.MATERIAL SOURCE: F.LIST ALL SOIL SERIES(TYPE OF SOIL)LOCATED AT THE PROJECT SITE,&INDICATE IF THEY ARE ON THE COUNTYS LIST OF HYDRIC SOILS. SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE(MRCS): 12.WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? ❑YES ❑NO IF YES,IMPACTED AREA IS ACRES 13.WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? ❑YES ❑NO IF YES: A.VOLUME:_(CUBIC YARDS)/AREA_(ACRES) B.COMPOSITION OF MATERIAL TO BE REMOVED: C.DISPOSAL SITE FOR EXCAVATED MATERIAL: D.METHOD OF DREDGING: 14.LIST OTHER APPLICATIONS,APPROVALS,OR CE13TIFICATIONS FROM OTHER FEDERAL,STATE OR LOCAL AGENCIES FOR ANY STRUCTURES,CONSTRUCTION,DISCHARGES, OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION Q.E.,PRELIMINARY PLAT APPROVAL,HEALTH DISTRICT APPROVAL,BUILDING PERMIT,SEPA REVIEW,FERC LICENSE, FOREST PRACTICES APPLICATION,ETC.)ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION NO. DATE OF APPLICATION DATE APPROVED COMPLETED? SEPA LEAD AGENCY SEPA DECISION: SEPA DECISION DATE: 15. HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY DESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN?❑YES ❑NO IF YES,EXPLAIN: Application Page 3 of 4 9.CHECK IF ANY STRUCTURES WILL BE PLACED: ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS;AND/OR ❑WATERWARD OF THE MEAN HIGH WATER LINE IN TIDAL WATERS 10.WILL FILL MATERIAL(ROCK,FILL,BULKHEAD,PILINGS OR OTHER MATERIAL)BE PLACED: ❑WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES,VOLUME(CUBIC YARDS) /AREA (ACRES ❑WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES,VOLUME(CUBIC YARDS) /AREA (ACRES) 11.WILL MATERIAL BE PLACED IN WETLANDS? ❑YES ❑NO IF YES: A.IMPACTED AREA IN ACRES: B.HAS A DELINEATION BEEN COMPLETED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ❑NO C.HAS A WETLAND REPORT BEEN PREPARED? IF YES,PLEASE SUBMIT WITH APPLICATION. ❑YES ❑NO D.TYPE AND COMPOSITION OF FILL MATERIAL(E.G.,SAND,ETC.): E.MATERIAL SOURCE: F.LIST ALL SOIL SERIES(TYPE OF SOIL)LOCATED AT THE PROJECT SITE,3 INDICATE IF THEY ARE ON THE COUNTYS LIST OF HYDRIC SOILS. SOILS INFORMATION CAN BE OBTAINED FROM THE NATURAL RESOURCES CONSERVATION SERVICE(NRCS): 12.WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? ❑YES ❑NO IF YES,IMPACTED AREA IS _ACRES 13.WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? ❑YES ❑NO IF YES: A.VOLUME:_(CUBIC YARDS)/AREA_(ACRES) B.COMPOSITION OF MATERIAL TO BE REMOVED: C.DISPOSAL SITE FOR EXCAVATED MATERIAL: D.METHOD OF DREDGING: 14.LIST OTHER APPLICATIONS,APPROVALS,OR CE3TIFICATIONS FROM OTHER FEDERAL,STATE OR LOCAL AGENCIES FOR ANY STRUCTURES,CONSTRUCTION,DISCHARGES, OR OTHER ACTIVITIES DESCRIBED IN THE APPLICATION O.E.,PRELIMINARY PLAT APPROVAL,HEALTH DISTRICT APPROVAL,BUILDING PERMIT,SEPA REVIEW,FERC LICENSE, FOREST PRACTICES APPLICATION,ETC.)ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION NO. DATE OF APPLICATION DATE APPROVED COMPLETED? SEPA LEAD AGENCY SEPA DECISION: SEPA DECISION DATE 15. HAS ANY AGENCY DENIED APPROVAL FOR THE ACTMTY DESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN?[I YES ❑NO IF YES,EXPLAIN: Application Page 3 of 4 SECTION B -Use for Shoreline and Corps of Engineers permits pay: 18. TOTAL COST OF PROJECT. THIS MEANS THE FAIR MARKET VALUE OF THE PROJECT,INCLUDING MATERIALS,LABOR,MACHINE RENTALS,ETC. 17. LOCAL GOVERNMENT WITH JURISDICTION: 18. FOR CORPS,COAST GUARD,AND DNR PERMITS,PROVIDE NAMES,ADDRESSES,AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS,LESSEES,ETC.PLEASE NOTE: SHORELINE MANAGEMENT COMPLIANCE MAY REQUIRE ADDITIONAL NOTICE—CONSULT YOUR LOCAL GOVERNMENT. NAME ADDRESS PHONE NUMBER SECTION C -This section MUST be completed for any permit covered by this application. 19. APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHORIZE THE ACTIVITIES DESCRIBED HEREIN. I CERTIFY THAT I AM FAMILIAR WITH THE INFORMATION CONTAINED IN THIS APPLICATION,AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,SUCH INFORMATION IS TRUE,COMPLETE,AND ACCURATE. I FURTHER CERTIFY THAT I POSSESS THE AUTHORITY TO UNDERTAKE THE PROPOSED ACTIVITIES. I HEREBY GRANT..TO THE AGENCIES TO WHICH THIS APPLICATION IS MADE,THE RIGHT TO ENTER THE ABOVE-DESCRIBED LOCATION TO INSPECT THE PROPOSED,IN-PROGRESS OR COMPLETED WORK I AGREE TO START WORK ONLY AFTER ALL NECESSARY PERMITS HAVE BEEN RECEIVED. SIGNATURE OF APPLICANT OR AUTHORIZED AGENT DATE I HEREBY DESIGNATE TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT(S). I UNDERSTAND THAT IF A FEDERAL PERMIT IS ISSUED,I MUST SIGN THE PERMIT. SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER(EXCEPT PUBLIC ENTRY LANDOWNERS,E.G.DNR) DATE THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT,IF AN AUTHORIZED AGENT IS DESIGNATED. 18 U.S.0§1001 provides that Whoever,In any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any trick,scheme,or device a material fad or makes any false,fictitious,or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than$10,000 or imprisoned not more than 5 years or both. CQMPEETED BY;LOCAL OFFICIAL d '..: A Mature o€the existing $horellne (Descnbd>t. of sttorebne;such as marine stream, lake #agoon marsh bog swamp,>f#oo .. pla►n>flobdway detta type of beach,Suc#t as ar~Cretlott,erosion,high batik low.batik or dike rrtatertat such as saad;gave! .: ...... .... .. .......:::..:....................... ...bu..kh >:;::.::.::::::..: ........... :.:.. ::.. r ' de 6 Irt the:eYent that any bfthe proposed> ulldings or structures wftl exceed a>helght of thirty five feet<above the ave q . teve#;indicate t#te appro�dmate#acatlon of aril Number of residenfial units;ex#sting and potent<al<that wlthhave>an obstructed 1. 1 C 1f the:a p1>catian tmrolves a t;onditiprt l use o�vanance,set ot#h:tn:full That por#►on of the master program wh ah pro de . PI.the proposed use may tae a condtioiiai use;ar>in<the case of avariance,#rom which the variance is being naught These Agencies are Equal Opportunity and Atf7rmaUw Action employers. For special accorrvnodatlon needs,please contact the appropriate agency from Appencffx B. Application Page 4 of 4 8. DESCRIBE THE CURRENT USE OF THE PROPERTY,AND STRUCTURES EXISTING ON THE PROPERTY. IF ANY PORTION OF THE PROPOSED ACTIVITY IS ALREADY COMPLETED ON THIS PROPERTY,INDICATE MONTH AND YEAR OF COMPLETION. IS THE PROPERTY AGRICULTURAL LAND?❑YES❑NO ARE YOU A USDA PROGRAM PARTICIPANT? ❑YES❑NO 7a. DESCRIBE THE PROPOSED WORK COMPLETE PLANS AND SPECIFICATIONS SHOULD BE PROVIDED FOR ALL WORK WATERWARD OF THE ORDINARY HIGH WATER MARK OR 7b.DESCRIBE THE PURPOSE OF THE PROPOSED WORK 7c. DESCRIBE THE POTENTIAL IMPACTS TO CHARACTERISTIC USES OF THE WATER BODY. THESE USES MAY INCLUDE FISH AND AQUATIC LIFE,WATER QUALITY,WATER SUPPLY,RECREATION,and AESTHETICS. IDENTIFY PROPOSED ACTIONS TO AVOID,MINIMIZE,AND MITIGATE DETRIMENTAL IMPACTS,AND PROVIDE PROPER PROTECTION PREPARATION OF DRAWINGS: SEE APPENDIX A-SAMPLE DRAWINGS AND CHECKLIST FOR COMPLETING THE DRAWINGS. ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BE ATTACHED. NOTE: APPLICANTS ARE ENCOURAGED TO SUBMIT PHOTOGRAPHS OF THE PROJECT SITE,BUT THESE DO NOT SUBSTITUTE FOR DRAWINGS. THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON 8-112 X 11 INCH SHEETS. LARGER DRAWINGS MAYBE REQUIRED BY OTHER AGENCIES 8.WILL THE PROJECT BE CONSTRUCTED IN STAGES? ❑YES ❑NO PROPOSED STARTING DATE: ESTIMATED DURATION OF ACTIVITY: Application Page 2 of 4 Inc ; teterertce:#; .. :::::::::.::»:::::>::::;:::<:::>.: Date;Re 9 Y ::::... . Other JARPA FORM 1 1 A 11�11 � (for use In Washington State) i Yo PLEASE TYPE OR PRINT IN BLUE OR BLACK INK Based on the preceding checklist,I am sending copies of this application to the following: (check ad that apply) ❑ Local Government for shoreline: ❑Substantial Development ❑Conditional Use ❑Variance ❑ Exemption;or,if applicable ❑Floodplain Management ❑Critical Areas Ordinance ❑ Washington Department of Fish and Wildlife for HPA ❑ Washington Department of Ecology for: ❑Approval to Allow Temporary Exceedance of Water Quality Standards ❑401 Water Quality Certification Nationwide Permits ❑ Washington Department of Natural Resources for:❑Aquatic Resources Use Authorization Notification ❑ Corps Engineers for:❑Section 404 ❑ Section 10 permit ❑ Coast Guard for: ❑Section 9 Bridge Permit SECTION A -Use for all permits covered by this application. Be sure to also complete Section C(Signature Block)for all permit applications. 1.APPLICANT MAILING ADDRESS WORK PHONE HOME PHONE FAX# ff an agent Is acting for the applicant during the permit process,complete#Z 2.AUTHORIZED AGENT MAILING ADDRESS WORK PHONE HOME PHONE FAX# 3.RELATIONSHIP OF APPLICANT TO PROPERTY: ❑OWNER ❑PURCHASER ❑LESSEE ❑OTHER: 4.NAME,ADDRESS,AND PHONE NUMBER OF PROPERTY OWNER(S),IF OTHER THAN APPLICANT: 5.LOCATION(STREET ADDRESS,INCLUDING CITY,COUNTY AND ZIP CODE,WHERE PROPOSED ACTIVITY EXISTS OR WILL OCCUR) WATERBODY TRIBUTARY OF 1/4 SECTION TOWNSHIP RANGE GOVERNMENT LOT SHORELINE DESIGNATION ZONING DESIGNATION TAX PARCEL NO.: DNR STREAM TYPE,IF KNOWN Application Page 1 of 4 Willis October 22, 1999 Insurance Bonds 701 Filth Avenue 4200 Columbia Center City of Renton Planning/Building Public Works Desk-&04201 Utility Systems 5th Floor Attn: Allen Quynn (Zip98124) 1055 South Grady Way Seattle,WA 98104 Renton, WA 98055 Telephone 206-386-7400 RECEIVED Fax 206-386-7960 OCT 2 5 1999 Dear Certificate Holder : UT S " Enclosed is the Certificate of Insurance issued on behalf of Northwest Hydraulic Consultants, Inc . Should you have any questions please feel free to call . Sincerely yours, C-*"�W5�Ra-XA 0 Willis Corroon Corporation of Seattle Enclosure CC : Northwest Hydraulic Consultants, Inc . Hartford Insurance Company of the Midwest Continental Casualty Company Willis Con=Corpoml:lon of Seattle Benefits Risk Management ACORDM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/°D/Y PA 1 OF 2 22-OCT-1999 PRo°UCER 76869 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Willis Corroon Corporation of Seattle ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.0.Box 34201 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 701 Fifth Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 4200 Columbia Center COMPANIES AFFORDING COVERAGE Seattle WA 98124 (206)386-7400 COMPANY Hartford Insurance Company of the Midwest Rosanne Smith A INSURED COMPANY Continental Casualty Company B CNA Risk Management Northwest Hydraulic Consultants,Inc. 16300 Christensen Road COMPANY C Suite 350 Tukwila WA 98188-3418 COMPANY D COVERAGESs THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MMIDD/YY) DATE(MM/DD/YY) A GENERAL LIABILITY 52UUCHV0171 04-DEC-1998 04-DEC-1999 GENE RALAGGREGATE _ $ 2,000.000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OPAGG $ 2,000,000 CLAIMS MADE � OCCUR PERSONAL&ADV INJURY $ 1.000.000 OWNER'S&CONTRACTOR'SPROT EACH OCCURRENCE $ 1•000•000 X WA Stop GAP FIRE DAMAGE(Any one fire) $ 300,000 MEDEXP(Any oneperson) 10,000 A AUTOMOBILE LIABILITY I52UUCHV0171 04-DEC-1998 04-DEC-1999 1.000.000 X COMBINED SINGLE LIMIT $ ANY AUTO `V' ® ALLOWNED AUTOS e ,�e BODILY INJURY $ SCHEDULEDAUTOS (Per person)X HIRED AUTOS �'( BODILY INJURY $ X NON-OWNED AUTOS o ` ww``"�Q\" (Per accident) G1S� OF R V:MS PROPERTYDAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACHACCIDENT $ AGGREGATE EXCESS LIABILITY EACHOCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM $ WC STATU- OTH- WORKERS COMPENSATION AND TORY UMIT5 ER EMPLOYERS'LIABILITY EL EACH ACCIDENT $ THE PROPRIETOR/ PARTNERS/EXECUTIVE INCL EL DISEASE-POLICY LIMIT $ OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE OTHER B PROFESSIONAL LIABILITY- EN004312372 30JUN-1999 30-JUN-2000 $2,000,000 Per Claim CLAIMS MADE $2,000,000 Aggregate $25,000 Per Cliam Deductible DESCRIPTION OF OPERATIONSILOCATIONS/VEHICLES/SPECIAL ITEMS SEE ATTACHED GANi�'k1�1N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL b*IX)I714 MAIL Utility Systems 5th Floor 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Attn:Allen Quynn M=IFXMDIp>CC Uvmg=A*KNBYMtiE SKXi 1X*XMMu iaNKMMK)N(lbTiXKA1B1 WXX 1055 South Grady Way =X ANYX)MMO X xxtAjw ximX X)MXXMKM1C9(X=)NMWAnVN0M%0M XX Renton WA 98055 AUTHORIZED REPRESENTATIVE Alb: S�+ t : '3P'EGfl4L /kF#l�EIIA't'lON 1 .. : Willis CERTIFICATE OF INSURANCE PAGE 2of 2 []ISSUE DATE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED 76869 PRODUCER Willis Corroon Corporation of Seattle P.O.Box 34201 Northwest Hydraulic Consultants,Inc. 701 Fifth Avenue 16300 Christensen Road 4200 Columbia Center Suite 350 Seattle WA 98124 Tukwila WA 98188-3418 (206)386-7400 Rosanne Smith COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS TYPE OF INSURANCE DATE MM D DATE MM DD DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Project: 20852 Rolling Hills Gage Install Waiver of Subrogation applies . "General Liability Policy grants automatic Additional Insured status if agreed by Named Insured under a written contract or agreement or permit . " Additional Insured status does not apply on Professional Liability RECEIVED OCT 2 5 1999 CITY OF RENTON UTILITY SYSTEMS DATE HQlC CAME SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Renton Planning/Building Public Works Dept EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL X;iM*AVbW)t0 MAIL Utility Systems 5th Floor 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,- Attn:Allen Quynn gAX4L)FAM101Q1EXROLblplltfc> lcN�x17X�1t(kC0�clApllOWtsL1MAXft�KK1NCAflXKOP79A�IR4(XX 1055 South Grady Way Renton WA 98055 AUTHORIZED REPRESENTATIVE WILLIS 25W1 (9J95) SPEGIAl. _.._ 19�I0 G� I`6U�JZ_- 056490 NW HYDRAULIC CONSULTANTS INC 81 077 02/23/98 ORIGINAL Vendor No. Vendor-Name '• PO Date 4110 � Chapter 116, Laws of 1965 7`� CITY OF RENTON Purchase Order City of Renton Certification — R I, the undersigned, do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and NW HYDRAULIC CONSULTANTS INC unpaid obligation against the City of Renton, and that I am authorized to 16300 CHRISTENSEN RD #350 authenticate and certify to said claim: TUKWILA, WA 98188-3418 Signed A � Z�{ ` PLNG/BLDG/PUB WKS UTILITY SYS FERKINGSTAD, LINDA Qty Unit Description Unit Price Est, Amount Account Number WO/Func Amount CAG 97-044 Streamflow 1, 063 .29 E 421.000600.018.5960.0038.65.065080 65080/5430 1, 063 .29 Monitoring, Data Analysis Authorized By 1, 063 .29 1, 063 .29 Accounts Payable Div..200 Mill Ave. S. •Renton,WA 98055•Phone(206)235-2618•Fax(206)235-2513 DP 3119 11l94 Transmittal Letter northwest hydraulic consultants inc. 16300 Christensen Road, Suite 350, Tukwila, WA 98188-3418 (206) 241-6000 (206) 439-2420 fax Date: January 27, 1998 Job No. 20852 : To: Scott Woodbury Surface Water Utility ' City of Renton 200 Mill Avenue South Renton, WA 98055 00 U"Peen �V` Re: East Side Green River Watershed/ Springbrook Creek Basin This is: ❑ as requested for your use ❑ for approval ❑ for review and comment Remarks: Enclosed are the final versions of the following: 1 copy of the Model Validation Letter 2 copies of the Gage Data Review Report From: Larry Karpack 056490 NW HYDRAULIC CONSULTANTS INC 116470 06/05/97 ORIGINAL Vendor No. Vendor Name' f ;' ' • PO bate Chapter 116, Laws of 1965 CITY OF RENTON urehase Order City of Renton Certification ru I, the undersigned, do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and NW HYDRAULIC CONSULTANTS INC unpaid obligation against the City of Renton, and that I am authorized to 16300 CHRISTENSEN RD #350 authenticate and certify to said claim: TUKWILA, WA 98188-3418 Signed PLNG/BLDG/PUB WKS UTILITY SYS FERKINGSTAD, LINDA Qt Unit Descri"tion Unit Price Est. Amount Account Number WO/Func' Amount __. Gage Installation 17,760.00 E 421.000600. 018.5960.0038 .65.065230 65230/5430 17, 760. 00 HSPF Modeling CAG 97-044 G11g'91 1 , o `f6 53 -7 ( 1 aJdl a,t 10rw. q3a - IsM7 z> 7 J q y7� -7°I ��1819� 1�� ay -ZC, ,�, q� i3 S. ..� �` 12 c I G 1 a �-Z� •Q vw. 3 0 3 S q - 11 _ 9 -7 1, 9 10 S -7> Authorized By 17, 760.00 17, 760. 00 ( � Accounts Payable Div. •200 Mill Ave.S. • Renton,WA 98055•Phone(206)235-2618 Fax(206)235-2513 � ,� (_1� DP 3119 11/94 056490 NW HYDRAULIC CONSULTANTS INC 8180020 01/14/98 ORIGINAL Vi�ndor No: Vendor Name •• PO Date Chapter 116, Laws of 1965 CITY OF RENTON Purchase Order City of Renton Certification I, the undersigned, do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and NW HYDRAULIC CONSULTANTS INC unpaid obligation against the City of Renton, and that I am authorized to 16300 CHRISTENSEN RD #350 authenticat and certify to said claim: TUKWILA, WA 98188-3418 Signed PLNG/BLDG/PUB WKS UTILITY SYS FERKINGSTAD, LINDA Xx Q Unit.; Descri' flan ..... Unit Price Est. Amount Account Number < 1NOfPunc Amount' CAG 97-044 Gage 6, 012.16 E 421.000600.018.5960.0038.65.065285 65285/5430 6, 012.16 Installation, HSPF R�13)gS %,t-L� \Q,t,W, s:z(, 3 a110198 1, 33'f 93 Modeling % -7 Z3 336a 1, 164.06 11. 17 12( 1 I�g }� ,{� . 3�0 (, t�19) LIE 'Z Ss 1 eAAA GA a u Vern Authorized By 6,01 6, 012 .16 2.16 Accounts Payable Div. •200 Mill Ave. S.•Renton,WA 98055•Phone(206)235-2618•Fax(206)235-2513 DP 3119 11/94 10/12/99 Stream, Wetland, and Groundwater Gage Program Meeting with Larry Karpack, NHC., Ron Straka, Allen Quynn, and Mike Dotson. Questions to consider: • Do we continue to collect data? • What is the long range goal of our data collection? • Do we need to continue to collect data from our current locations? Where else may we need data? • New site selection, new gage equipment, calibration of existing equipment(pressure transducers). Data format, Y2K. • Other Questions: Water Quality data? ESA? NPDES? Wetland Staff and Crest Gage Locations 1. Panther Creek Wetland (W-4) at South 23rd 2. Wetland (W-8) at South 23rd between Lind and East Valley 3. North Panther Creek Wetland (W-4) 4. Wetland W-8 @ South 23`d between Lind and East Valley 5. Springbrook Creek at Oakesdale and SW 41st Street (has been removed/destroyed with construction of culvert crossing). 6. West cell of wetland (W-12) 7. East cell of wetland (W-12) 8. Wetland (W-11) at SW corner of SW 27th and Lind Avenue Ground Water Monitoring Well Locations. 1. Boeing CSTC training center wetland area. 2. Longacres old Practice track(below power lines overhead). 3. 100' South of SW 27th street. 4. Oakesdale at end (SW 31st). 5. Culvert inlet between wetland 12. 6. CSG #6 Crest Reading. 7. Mitigation bank site 1 (E well). 8. Mitigation bank site(Center Well). 9. Mitigation bank site (west well). 10. Staff plate in ditch near bank site w/well. 11. Near Lind Ave at SW 23rd (EAST) St Channel. 12. Staff Plate in SW 23rd channel (nr Lind Ave). 13. Near E Valley Rd at SW 23rd St. 14. Staff plate in SW 23rd St Channel @ East Valley(culvert outfall) 15. Near Lind Ave at SW 23rd West 16. Near Lind Ave at SW 23rd(WEST) St(WEST)Channel. 17. Panther Creek Wetland-23rd St Channel. 18. CB @ E Valley Rd/29th ST. Stream Gage Locations 1. Panther Creek @ Talbot Rd Crossing 2. Rolling Hills near Renton Cinema 5L4 w-cc b� `- 3. Springbrook Creek @ SW 43`d Street Crossing — All gad 4. Black River Pump Station (forebay and outlet) 5. Recently abandon gages at Springbrook and SW 27th Street CITY OF RENTON GROUND WATER WELL MONITORING RECORD By: Time: Date: Weather: Well Location Notes Well GWMW# Measure * Down CSTC wetland area 1. GW-02 Lonacres old Practice track(below 2. GW-03 power lines overhead) 3. GW-04 100' South of SW 271h street 4. GW-05 Oakesdale at end (SW 3151) 5. W-126 Culvert inlet between wetland 12 6. CSG#6 Crest Reading 7. GW-06 Mitigation bank site 1 (E well) 8. GW-07 Mitigation bank site (Center Well) 9. GW-08 Mitigation bank site (west well 10. DITCH Staff plate in ditch near bank site 11. GW-9 Near Lind Ave at SW 23rd (EAST) 12. GW-9a Staff Plate in SW 23rd channe nr Lind 13. GW-10 Near E Valley Rd at SW 23'St_ 14. GW-10a Staff plate in SW 23rd St Channel @ 15. GW-11 Near Lind Ave at SW 23`d(WEST) 16. PCW 231d St Channel 17. CB @ E valley rd/29' st cAwi nwod\workVnonwe II\md d e I d Staff Oage and Ground Water Well o ions _ • 1 th St �' 1 S 19th:JSO 1_ 7 SW 21st St _ O t Q O SW 23rd It 16. St l0a • 11.(GW-9) 10) 600 0 600 Scale in Feet W O M SW 27th St SW 27th St '3.(GW-4) •W-6 / 6. W-6) W-g •W-7 ,•5. (GW--q O �. r. SW 2. th S 4. W-5) SW 0th St 10. .9. (GW-8) •8. (GW-7) 7. G -6) I v I 167 "' SW �134th St ;y - CITY OF RENTON ..LL Planning/Building/Public Works Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 28, 1997 Larry Karpack, P.E., Project Manager Northwest Hydraulic Consultants 16300 Christensen RD- STE 350 Tukwila, WA 98188-3418 SUBJECT: CONTRACT CAG-97-044 Dear Larry: Attached is an original, fully executed contract CAG-97-044 for the project titled"Stream flow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling." You are authorized to proceed with the project and perform the service outlined in the contract. Thank you for your efforts in the scope of work development and contract execution. I look forward to working with you toward the successful completion of this project. If you have any questions, please contact me at(425)277-5547. Sincerely, colt Woodbury, P.E.,Proje t Manager Surface Water Utility H:DOCS:97-456:SW:ps Enclosure CC: Ron Straka I'V 200 Mill Avenue South - Renton, Washington 98055 CITY OF RENTON CITY CLERKS DIVISION MEMORANDUM f DATE: May 27, 1997 Y �` ;. 2 7 i9g? TO: Scott Woodbury FROM: Michele Neumann x2581 �'"' ��tr; : '�✓ SUBJECT: CAG-97-044;NW Hydraulic Consultants The attached original document(s) has been fully executed and is being returned to you. Please transmit the original to the contractor and retain a copy for your file. An original document is also retained by the City Clerk. Thank you. Enclosures: (1) AUG-26-99 16:19 FROM-TYXI) INC 4254131622 T-355 P-01/04 F-480 An Affiliate of RlDara Bromers Inc. Road Construction ♦ Excavating ♦ Underground Utilities TO: �U y FROM: SUBJECT: c23 MESSAGE: a4"Z d �D `��ed as'C GZ�L P 7U T&I (425)413.1300 ♦ 17937 Cedar Grove Road, Maple Valley,WA 98038-6620 ♦ FAX(425)413-1622 AUG-26-99 16:19 FROM-TYDICO INC 4254131622 T-355 P 02/04 F-480 Transmittal Cover Sheet Detailed, Grouped by Each Transmittal Number nn Atflllate of RlDora Brotner9 Inc. Renton:SW 23rd Str, Drainage Improvement Project# 9911 TyDiCo, Inc. SW 23rd Street Tel: 425-413-1300 Fax: 425-413-1622 Renton, WA 98055 Date: 8126/99 Roforence Number: 000 Allen Quynn Kathleen Wilcox City of Renton TyDiCo, Inc. 1055 S. Grady Way 17937 Cedar Grove Road Renton,WA 98055 Maple Valley, WA 98038 Tel:425-430-7247 Tel:425-413-1300 Fax:425-430-7241 Fax:425-413-1622 Information FAX 001 1.00 Letter requesting a Time Extension &I- Signature Signed Date Prolog Manager Printed on: 6126199 c:\ProjeCts\9911 rentn sw 23rd\11 rntn 223rd.pmd Page 1 of 1 AUG-26-99 16:20 FROM—TYDICO INC 4254131622 T-355 P.03/04 F-490 dl An Afflllaoo of Mora Bromem Inc. Road Construction ♦ Excavating ♦ Underground Utilities August 26, 1999 City of Renton 1055 South Grady Way Renton, WA 98055 Re: SW 23fo Street Drainage Improvement TyDiCo Project No. 9911 Request for Time Extension Mr. Allen Quynn, Starting on Tuesday, August 24, 1999, the schedule on the above referenced project has been impacted. During dewatering and excavation of the pond located on the east side of Lind Ave SW on Monday, August 23", diesel and oil spilled out of an existing 4-foot diameter storm sewer pipe. Dewatering and excavation was immediately halted. The dewatering process, initiated at 6:00 am Monday morning, dropped the water level of the pond 4 feet. Once the dewatering was terminated, the water table slowly rose. By 6:00 am Tuesday morning, the pond water level was back to its original level. On Tuesday, August 24`n, the City of Renton elected to handle all matters concerned with removing the contamination in the storm sewer, plus the oil and diesel on the pond surface, A contractor, hired by the City of Renton, began pumping the water out of the pond. However, the water level has not dropped, and the water level within the 14'x 9' culverts running under Lind Ave SW has started to rise. At this point, the water level has not reached the level necessary to spill out the east end of the culverts, but there is a concern that this may happen. In addition, the oil and diesel have started to leach into the water backing up in the 14' x 9' culverts, which had been clean of contaminants prior to the start of construction. Until the water level is below that of the west invert elevation, the water will continue to leach into the culvert. TyDiCo requests that until the west pond elevation is below the west culvert elevation for one full 24 hour period, no working days are counted, starting August 24n, against the allotted working days for this contract. For any questions or concerns, please contact Kathleen Wilcox at(425)413-1300, Fax(425)413-1622. Sincerely, AAI`/0'--'� Kathleen Wilcox Project Manager TyDiCo, Inc. C:\projeas\9911 rentn sw 23rd\time ext.doc (425)413.1300 ♦ 17937 Cedar Grove Road, Maple Valley,WA 98038-6620 ♦ FAX(425)413-1622 AUG-26-99 16:20 FROM-TYDICO INC 4254131622 T-355 P.04/04 F-480 NU X 1 V I V V V I<1«.JJ i v►v 1,1 IV t l 1 L v 8820 222nd street s.e.,Woodinville,WA 98072 Phone;(426)443.1616 FAX: (425)a85-»54 e-mail:nclopremierl,net FG August 25, 1999 To: Tydico Fax No.: 425-413-1622 From: Dale Doughty 1 Y Subject: RIE CASIl�IG BONDIl�I G AND TEST S�TATTO�TS�� DIP The subject project will require joint bonding at each bui of Piss.Tated 5 e test each) and Type F test stations(3 each)per the City of Renton S stations will be installed at crossing points of all foreign pipes(Two OPT, and One water main). Norton Corrosion Limited(NCL) is prepared to supply the necessary engineering to design this work with CAD plans, supply the specialty materials and supply all labor necessary to install the bonds and test stations, Materials not included will be the concrete slabs around the grade level test stations.Labor not included will be the welding of the ro J test wires onto the OPL pipes and the water main. The owners of those facilities require f}„ that work to be performed by their own personnel. The following budget is presented for the above scope of work: 1. Engineering design with CAD plans 2. Materials Point bonds (5 each)w/welder Test stations Type F (3 each)w/welder 3. Field labor to install (one crew day) Total Note: Any additional time required will be billed at the rate of We look forward to again working with Tydico on this project.Do not hesitate to contact this office with any questions you may have regarding this proposal. commlon Gontrol-spedwis%Since 1959 Mayor Jesse Tanner Proposed Contract with Northwest Hydraulic Consultants,Inc. Page 2 factors for use in designing the pending Springbrook Creek channel widening project from SW 16th Street SW 23rd Street. The expenditure required for the Streamflow Monitoring and Data Analysis tasks is estimated at a out$8,100. It is recommended that these tasks be expensed out of the Surface Water Utility's Str w Momtonng Capital Improvement Program account_The..current remaining balance in the 1997 ad't6A appropriation for the Streamflow Monitoring accou is$13,996. The expenditure required for the Gage Installation and HSPF Modeling tasks s estimated at abo Ct $17:,76�O�. This amount includes a contingency of$3,000 for unforeseen problems th9kmay anse during the course o e contract work. This contingency amount is necessary because the cod/oof several of the tasks is difficult to estimate. The contingency can only be used with prior written au onzation of the City. It is recommended 1, that these tasks be expensed out of the Surface Water Utility's EEa f Side Green River Watershed Project Flood Control Alternative Capital Improvement Program account./The current remaining balance in the 1997 adjusted appropriation for the Flood Control Alternative account is$348,565. Thank you for your consideration of this request. If you/have any questions, please contact me at X-6211 or/ Ron Straka at X-5548. J ' H:DOCS:97433/S W:ps Attachments (, 5z30 5 LA3G ) � v � o ( �5UF30 � Sy30J CONTRACT CHECKLIST STAFF NAME & EXTENSION NUMBER: S�a V-ov ur - S 317 DIVISION/DEPARTMENT: CONTRACT NUMBER: Cam' &" T_j L1jq TASK ORDER NUMBER(if applicable): LAMA CONTRACTOR: /bt PURPOSE OF CONTRACT: lr�fofl6.9► d44LA Cnr; ' 1. LEGAL REVIEW: (Attach letter from city attorney.) >ce- i4ad42`Zt�97 /hP p 2. RISK MANAGEMENT REVIEW FOR INSURANCE: (Attach letter.) Sz ti V�LJ -0 f 97 "W". 3. RESPONSE TO LEGAL O RISK MGMT CONCERNS: (Explain in writing how concerns have been met.) PIA 4. INSURANCE ERTIFIC TE AND/OR POLICY: (Attach original.) 5;u rz o" (, 5. CITY BUSINESS LICENSE NUMBER: (Call Finance Dept.) 6. ATTACHED CONTRACTS ARE SIGNED BY CONTRACTOR: (If not, provide explanation.) 7. FISCAL IMPACT: A. AMOUNT BUDGETED (LINE ITEM) (See 8.b)* T ! B. EXPENDITURE REQUIRED: �S �5�•UI N/A 8. COUNCIL APPROVAL REQUIRED (Prepare Agenda Bill.): A. CONTRACT OR TASK ORDER IS $50,000 OR OVER: (Refer to Council committee for initial contract approval; place subsequent task orders on Council agenda for concurrence.) B. *FUND TRANSFER REQUIRED IF CONTRACT EXPENDITURE EXCEEDS AMOUNT BUDGETED. (Refer to Council committee.) C. SOLE SOURCE CONTRACTS. (Refer to Council committee.) Af A 9. DATE OF COUNCIL APPROVAL: lj rA 10. RESOLUTION NUMBER (if applicable): /V 11. KEY WORDS FOR CITY CLERK'S INDEX: A. P Sdc 6fea B. 9tC4mP&W /►'ov orjm C. CAW InW Ord\fOrme\Chklist 09/02/93 CITY OF RE . TON. Office of the City Attorney Jesse Tanner;Mayor Lawrence J.Warren MEMORANDUM To: Ron Olsen, Utility Systems Division Director From: Lawrence J. Warren, City Attorney Date: February 21, 1997 Subject: Standard Contract for Annual Consultant Roster I have reviewed the above-referenced document and the same is approved as to legal form. Kq K Lawrence J. Warren LJW:as. s cc: Jay Covington x A8:13018. z . p. K � Post Office Box 626 - 100 S. 2nd Street- Renton, Washington 98057 - (206)255-8678 Ell r y CITY OF RENTON MAY 7 CITY OF R Iry a Oi� 7� ; HUMAN RESOURCES & RISK MANAGEMENT r inn Dept. DEPARTMENT MEMORANDUM DATE: May 8, 1997 TO: Scott Woodbury, Civil Engineer FROM: Beverly Nelson Glode, Administrator 611� SUBJECT: Northwest Hydraulic Consultants Anual Consultant Contract Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling I have reviewed the Certificate of Insurance submitted for the above referenced contract. The insurance coverage provided for this project meets the City's risk management requirements. -n"d\p_b_pw\ut1q ys\nwhy&— northwest hydraulic consultants inc. sacramento 16300 christensen road,suite 350 vancouver tukwila,washington 98188-3418 edmonton (206)241-6000-phone seattle (206)439-2420-fax May 14, 1997 Scott Woodbury Department of Public Works CITY OF P E N TO N City of Renton E.n al;neering Dept, 200 Mill Avenue S. 4th Floor Renton, WA 98055 Dear Scott: Re: Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling Attached please find two (2) signed original contracts for the above-referenced project. Also enclosed are two copies of the Fair Practices Policy Affidavit and a complete set of Exhibits for each contract copy. I believe this is all you need to execute this contract. If you have any questions or comments, please feel free to call me. Sincerely, NORTHWEST HYDRAULIC CONSULTANTS &R/7 Larry Karpack, P.E. LMK/pp Enclosures RIVER ENGINEERING / HYDRAULIC MODEL TESTING / HYDRAULIC ANALYSIS AND DESIGN / COASTAL ENGINEERING HYDROLOGY / SEDIMENTATION ENGINEERING / NUMERICAL MODELING / APPLIED RESEARCH / FORENSIC ENGINEERING One-Call Calling Guide When calling the UULC One-Call Center to request the locating and marking of underground lines at your dig site, there's one thing you can do to complete the call quickly and efficiently. Merely make sure you have all the necessary information before picking up the phone. The form below shows the information needed, and the order in which it will be requested. Make extra copies of the form and fill one out for each locate request. Also, record the ticket number given by the UULC operator. If future questions arise, this number enables the ticket to be retrieved from the UULC database along with the names of the underground facility owners who were notified. r------------------------- _ U.U.L.C. LOCATION REQUEST G 'Request#(Provided by UULC) /7Z QO(— S '177-0D(-3�,S ' i 'Contractor# Coun y ' lc/ -6� , ',City,Town, or Area Name Inside/Outside City Limits i 'St.Address ' i i (I00 N/(-oo w of Sw 3961oFkrfr/o(� 4 e Q 60c4 l3co'io of ,Srj 3v,,go41,c-TA4 4,C —1 ,0/pU S /pp�4/ L��/A,C/ w 214 Oerin, l /od/, /uo"w ;kg1Sd 23414 — D4✓i ��a�� ) 'Property Owner p 4 iTownship/Range/Section/OtrSection �oa'N�/So "' o� cw Nw'M o•Z3- 5 Nw '/ 2 5 2 3 y 3YA/(i ke, e- Aye ;Type of work , 'Extent of work / 07 ' ' to !�i o G ems ► �G d 'Start Date � / 3 Start Time � Name of Caller N i Title ' jPh :ne# �; �all ; -SSy7 .Contra or uu ' i ' Allt je►G2?' / /!� �c ��rMiLJ ;Contractor Address C4 n�a 11&41 S°o Ali e- �Sa 3yig ' utilities To Be Notifi d Aro ' CALL 2 DAYS BEFORE YOU DIG ___________________1-800-424-5555(ID, MT, ND,OR,WA) i L __________________ MAY 07 197 15!OG NHC 11-3 P01 northwest hydraulic consultants inc. 16300 Christensen Road. Suite 350 Tukwila Washington 98188-3418 206-241-6000 phone * 206-439-2420 fax FAX MESSAGE Date: Wednesday, May M, 1997 From: Larry Karpack To: Scott Woodbury ComWny: City of Renton, Department of Public Works Fax#: 235-2541 City: Renton Total Pages: 11 Original in Mail:ye Please call inunediately if you do not iviceire all pages of this tnuwjilm-lon. Derr Scott; Attached Please find a revised copy of our proposed scope and budget for the Springbrook Creek data analysis,gage installation, and HSPF modeling. I will send along final versions of these documents After I lieu fi-onL you Icgtu inn Run's review. Please call if you have any further comments. Sinocrcly, NORTHWEST HYDRAULIC CONSULTANTS INC. Larry M.Karpack,P.E. RTVFR ENGINEERING J HYDRAULIC MUM TESTING i HTOMUIIC ANALYSIS&ND DESIGN I COASTAL ENGINEERING HyDgoLOGy/4EDIb¢I WION FNOINEERING/NUMERICAL MODELRW I AM1ED Ft5LARCH/FoR r-NSIc 1240INEMNG MAY Pal 197 15!07 NHC 11S P02 Exhibit A - Scope of Work East Side Green River Watershed Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling Task I -Datta !Conversion sand Analysis NHC will process raw stage data collected between 1 October 1994 and 30 April 1997 at the following gage locations: Springhrook Creek at SW 27th Street (two Unidata recorders) • Panther Creek at Talbot Road (one TerraScience recorder) Rollirtg Hills Creek at I-405 (one TerraScience recorder) • Springbrook Creek at SW 43rd Street (one TerraScience recorder) Springbrook Crock at Black River Pump Station (one Unidata recorder) The City of Renton will provide the raw stage data in digital format for all gages for the period of analysis. Stage data for each recorder will be processed into a continuous record of stages, adjusted to the NGVD 1929 datum where the gages have been surveyed to the NGVD datum, and stored in a WDM file. Stage data for the SW 27th Street gage will be converted to flow data using NHt."s program STAGE2Q and the appropriate stage-discharge relationships for this site. Data conversion is expected to be completed prior to the collection of additional streamflow discharge measurements (Task 2) so conversion of the raw stage data will utilize existing rating relationships adjusted to include the discharge measurement made in Febnia y 1996. Stage data for the Panther Creek and Rolling Hills Creek gages will be. converted to flow data using the STAGE2Q program and the rating curves developed for these cites by NHC under City of Renton Contract CAG-94-125. In the c2w of Rolling Hills Creek this r1irv-may he refined slightly using the discharge measurement made in Febniuy 1996.. The attached budget estimate assumes that stage data for the SW 43rd Street and Black River Pump Station sites will not be converted to a continuous time series of fluws at this time. As an option NHC: could develop a computer program to convert the Black River Punip Station stags and pump data into a continuous record of pump station outflows basal on the nominal pump capacities and pump tests conducted by NHC during 1991 and 1994. Following conversion of the stage data, NHC will perform a review of the SW 27th Street stage and flow data similar to the analysis performed under contract CAG-073-91, Task Authorization #2. This analysis will consist of a review of the instantaneous and peak stages recordcd by the gage instrument versus those manually recorded at tha timc of the data download. We will also check for long term trends in the gage data which might indicate changes in the hydraulic characteristics at the SW 27th Street gage site. Finally we will rcview the flow hydrographs versus reck"W rdicifall al Panther Lakc for any significant storm cvcnts to verify the performance MAY 07 197 15'00 NHC 113 P03 of the gage at high flow. NIZC will obtain available rainfall data fruin KCSWM for their gage at Panther lake for the period of interest. NHC will verify the accuracy of instrument rccorded stages at the Rolling Hills and Panther Creek gages versus the manually observed stages and crest stage readings taken by City of Rcnton staff. NHC will also compare the computed runoff depth for these gages with the observed Panther DO= precipitation for several of the highest events in the record as a coarse chock on the validity of the computed record. Products: Converted stage data for the five gage sites for the period 1 October 1994 through 30 April 1997 in WDM format. Computed flow data for the SW 27th Street, Rolling Hills Creek and Panther Creek gage sites for the period I October 1994 through 30 April 1997 in WDM format. Brief memorandum summarizing the data review for this period. Tack 2 - Rating Curve Ext ncinn Northwest Hydraulic consultants (NHC:) will conduct a total of 3 (three) high flow streamtlow discharge measurements at the following locations if a 0gnifirant storm event occurs during the course of this contract- • Springbrook Creek in the vicinity of the SW 27(h Street gage location • Rolling Hills Creek at I-405 • Panther Creek at Talbot Road For the SW 27th Street location, high flow measurements will be made from the pedestrian bridge located approximately 500 feet north of SW 27th Street. For Rolling Hills and Panther Creek sites, streamflow discharge measurements will be taken at appropriate locations near the gage sites. These will be selected based on site accessibility, safety considerations, and the likelihood of obtaining a good discharge measurement. Note that the precise time it takes to make discharge measurements is dependent on many factors including the time of day, the weather, and the rate of flow being measured. The attached estimate assumes that each high flow discharge measurement requires the field work of two individuals for three hours, including set up, travel and equipment restocking time. The budget estimate assumes that each of the discharge measurements will be made in a separate field trip independent of the other streamflow measurements. If it is possible to consolidate more than one measurement into a single trip, travel and set-up time will be minimized and additional budget may be freed for other tasks. NHC will process all raw discharge data and compute streamflow .in cubic feet per sernnd (cf.')- Exhibit A•Scope of Work 2 may 7,19" MAY 87 197 15:02 NHC 113 Pod Computed streamflow data will be plotted versus stage fur cacti Site along with the previously collected discharge data (by NIIC and King County), For each gage site the stage-discltargc relationship will be adjusted as appropriate considering the new discharge data. Note that for the SW 27th Street site this may include adjustment of the culvert hydraulic analysis, the channel stage-discharge rating or both. Products: Computed discharges and raw flow data for all strcamflow discharge measurements Plots of updated depth to discharge rating curves for each gage site showing all discharge measurements Updated STAGE—IQ input files as modified by rating curve information Tack 3 - Exteirusioa of RREE Hydrologic Modeling Hydrometric data for the period 1 October 1991 through 31 January 1997 will be collected and added to the existing data sets in the City's WDM database for Springbrook Creek (developed by NHC:, 1995). NHC;will obtain hourly precipitation data for this period for SeaTac Airport from the National Climatic Data Center_ NHC will also obtain available daily evaporation data for this period from published NCDC records for the Puyallup 2NW station. Missing data in the daily evaporation record will be infilled using the Jenson Haile equation (with snftware Previously provided to NHC by King County Surface Water Management). The Jenson Haise Equation utilizes daily maximum and minimum temperatures to produce an estimate of daily evaporation. Temperature data from SeaTac airport will be used with the Jenson Haise equation to produce evaporation data for the Springbrook Creek basin. NHC will reconstruct an approximate hourly inflow hydrograph to the Black River Pump Station for the February 1996 flood event from the available hydrometric and puirip data. Thcsc data include the Unidam gage record, the BRPS strip chart rmurd, and NHC's previous pump test results. The focus of this inflow hydrograph recunstructiun will be to dc=niitne the magnitude and timing of lute peak BUS iulluw and an approximate estimate of the total storm volume puniped thruugii lute BRPS duihig llus event. Following the data development, the City's HSPF hydrulukic models of Springbrook Creek (NHC, 1995) will be cxLundc l to include the additional period of record through January 1997. HSPF PERLND grid IWLND tune series will be extended using die additional hydrometric data. Vie City's current condition HSPF model will then be run to include the period through January 1997. Simulated inflows to the BRPS will be stored in the HSPF WDM database. As a validation of the HSPF formulation for current conditions the following data will be prepared and reviewed: • plots of observed and simulated streamflow hydrographs for Springbrook Creek at SW 27th Street for the two largest events in the SW 27th flow record through January 1997 Exhibit A-Scope of Work 3 May 7,1997 MAY 07 197 15'09 NHC ill P05 • a plot of observed and simulated BRPS inflow hydrographs for the February 1996 flood event • plots of observed and simulated streamflow hydrographs for Rolling Hills Creek and Panther Creek for the two largest observed events in the extended simulation period • a table of the time of occurrence and magnihide. of simulated and observed streamflow peaks for a number of the largest events in the observed flow record for each of these gages • a table of simulated and observed annual streamflow volumes for the available period of record fur rack of these gages a table of simulated and observed storm streamflow volumes for several of lie largest events in the observed flow record for each of these gages • a table of simulated and observed peak stages in Springbrook Crock at SW 43rd Street, Oakesdale Ave, SW 34th Street, SW 27th Street, and SW 16th Street for several of the largest events in the extended simulation period The City's future conditions HSPF model will then be run to include the period through January 1997. Simulated inflows to the Black River Pump Station will be stored in the HSPF WDM database. Using the previously developed BRPS routing model the operation of the pump station for current and future conditions will be simulated for the February 1996 event. Hourly flow data for the Green River gage at Auburn will be obtained from the USGS for the month of February. The operation of the pump station will be made according to the previously developed rules. The resulting required storage at the BRPS will be extracted from these simulations and plotted together with the data from NHC's 1995 hydrologic analysis. The frequency curve of required storage will be redrawn to consider this new data point_ Note that the attached budget estimate assumes that the HR S simulation mrulel will he used in its current form to simulate the February storm event. It is jxi;;ihle that due to the extended duratiom of high flows seen on the Green -River during this event that the storage required at the RRPS will he significantly higher than that required for any events in the previously simulated record (1961-1991). The FiRPS stage-vnr2ge relationship in the existing simulation model was based an the NRCS's as-built Plan; for the jump station forebay and does not account for channel or overbank storage upstream of the pump .oation. Stages associated with large storage volumes could canoe Springhro ok Creek to overtop its hanks upstream of the BRPS, flooding a wide floodplain area. Under these conditions the simulated stages in the BRFS model would not accurately reflect the actual topography or extent of inundation upstream of the BRPS. Modifying the BRPS simulation model to accurately account for the NIagesturagc relationship associated with overbank flooding would rcquirc siguil-icant effort and expense. We propose to utilize the BRPS simulation model, as currently cuirfrgured, to determine the required storage during the February 1996 flcxxl event. If simulated son indicate overbank flooding would occur Extubit A-Scope of Work 4 May 7, IM MAY 07 197 15!10 NHC 113 P06 upstream from the BRPS, any stage information produced would be approximate. The DRPS simulation model uses forebay storage and nominal pump capacity (as adjusted by NHC's BRPS pump tests) to route flows. The computation of stage is incidental to the hydraulic routing and does not affect the computation of storage volumes. Note also that we propose to only simulate the February flood event with the BRPS simulation model rather than extending the BRPS simulation period consistent with the updated HSPF modeling_ Obtaining hourly Green River data from the USGS for the extended simulation period would involve additional time and effort and would cost a minimum of several hundred dollars. No other event in the extended simulation period would have any significant effect on the BRPS storage analysis. 'Therefore, it was not felt to be worthwhile to extend the BRPS simulation record to he Continuous through.January 1997. A Pet of updated future cnnditions 100-yr storage design inflow hydrographs for use as input to the FF:Q model will he produced. The City will provide NHC with the latest version of the firture land-use current conveyance Springhmok Creek FF,Q model developed by RW Beck. The future land-use current conveyance FEQ model will be run with the updated hydrologic input. Peak stages will be extracted from the FEQ output and compared to the results at the same locations shown in the storage scenario run by RW Beck as part of the 1995 ESGRWP hydraulic analysis (Table 8-2). Note that we have not run RW Beck's FEQ model of Springbrtwk Creek, and are not sure of the model's stability and/or rubustness. The attached estimate assunics that the model is numerically stable fur the mige of fluws likely to be simulated in this task and that no model modifications (with file exception of the input data) will be required. If numeric instabilities or other problems are encountered in the FEQ modeling, the budget mdmate for tills task may be inadequate. Additional resources required to complete this task would be billed under the wntinxcucy (Task 5), assuming aw City has piovided prior authorization. Products: An updated HSPF WDM database containing hydrometric data (except Green River flows) and hydrologic simulation results for the period October 1991 through January 1997 Plots of observed and simulated streamflow hydrographs A table of simulated and observed streamflow peaks A table of simulated and observed annual streamflow volumes A table of simulated and observed storm strcamflow volumes A table of simulated and observed peak stages An updated stage frequency curve for BRPS storage Updated FEQ input hydrographs and model output for the 100-yr future land-use current conveyance storage run Brief letter report summarizing the results of the hydrologic modeling and analysis Tank 4- Gage Construrfinn and Installation NHC will construct and install groundwater monitoring piezometers at two locations within the Ext bit A-Scope of Work 5 May 7, 1997 MAY 07 197 15:10 NHC 113 P07 City's proposed wetland north wetland mitigation bank site west of Oakcsdalc Avenue between SW 31st Street and SW 33rd Street, and two locations adjacent to the SW 23rd Street drainage channel. The piezometers will consist of 1 1/4 " diameter PVC pipe which will be drilled or saw cut to allow groundwater to penetrate. The piezometers will be set in wells that will be dug approximately 1 foot in diameter and 5.8 feet deep depending on the subsurface soil stability and water table at the time of the installation. The wells will be backfilled with gravel and/or sand and sealed near the ground surface using bentonite clay. The piezometers will be capped with a screw type PVC end cap. Note that the piezometers will not be secured or otherwise protected from vandalism. Upon completion of the installation of the piezometers NHC will note the approximate location of the piezometers on an appropriate City map and field survey the elevations of the gages to the NGVD 1929 datum using an autolevel and accepted survey techniques. NHC will also construct and place a crest stage gage in the ditch running along the west side of the north wetland mitigation bank site. This gage will be of the same style as the gages previously installed by NHC in numerous other(.;i.ty wetlanric. The elevation of the crest stage gage will also be surveyed in to the NCjVD 1929 datum_ Our estimate assumes that the following services will be provided by the City to facilitate the installation of these gages: • field locate the gage sites • provddt survey note book • obtain any necessary permits, access rights (including vehicle access), and easements for this work • contact the buried utility location service to have all utilities (gas,electricity, telephone, water, sewer, etc.) near the proposed gage sites field marked • haul sand or gravel to the site, if necessary, to be used for backfilling the piezometers Products: 4 groundwater piezometers at locations specified by City staff 1 crest stage gage in the ditch west of the proposed wetland bank site survey notes documenting e-levatione of the 5 gages to the NGVD 1929 datum Tack S- C'ontingenev As noted above, many of the cuh-tasks required for completion of this project are subject to significant uncertainty. This is particularly true for the data manipulation (Task 1), the discharge measurements (Pack 2) and the FEQ modeling (Task 4). It is impossible to precisely dcfiuiz the level of effort and resultant cost of many tasks until the work lids begun. Therefore, Task 5 provides a contingency allowance which may be aulliurizcd by the City to address unforeseeable Exhibit A-Scope of Works 6 MAy 7, 1997 MAY 007 197 15:11 NHr 11E Poe problcros encountercd in the performance of Tasks 1 through 4. Authorization of work under Task 5 will be made in writing by the City prior to NIIC performing any work under this task. LAM A-Scope of Work 7 May 7, 1907 Exhibit B-Cost Estimate FSGKW Hydnlo0c Semen 3 Cost Estimate for Streamfl ilac aw Molinb,Data Analysis, G2ge Installation,and Extension of RSPF Wdelimg C m Diro of Labor Number Units Unit Cost Total Cost to Pnac*al Hours 12 his 43.41 $520.92 Senior Fnginoer Hours 99 hrs 28.85 $2,856.L5 N Junior Engineer Hours 1I1 hrs 17.91 $1,98&01 Serier TachnicinHours 71 hrs 19.23 $1,365.33 JvAcr Technician Hours 26 hrs 15.18 $399.88 = Clerical Hours 18 hrs 13.39 $240.84 Contingency $t,010.78 Direct SaLuy $8,381.91 Overhead 165.0% 1IM10.15 Net Foe 1:.0% S?,665.45 Sib-total s24,877.51 Other Dired Cos•,s Number Units Unit Cost Total Cost Tnrck Rental 5 Days $35.00 $115.00 Auger Rental 2 Days 150.00 $160.00 Sand, gave4 and day for bwAMling laezomcwrs 4 Lump sum 175.00 $300.00 piezonreters(PVC pipe, end=pa,glu:. etc.) 4 Lump sum 135.D0 St40.00 crest singe gage(20,tube,rod,ood dust,brackets,staff gage,etc.) 1 Lump sum SIQ0.00 $100.00 Tnick Mileage 90 Miles 80.35 Y=1.50 Mi=llaaous expenses fcoFies,dicks etc.) 1 Lump sum 175.00 $15.00 Fg2ipment rental for di hairge measurements 3 Each 120.00 > 0.00 UJ Sub Total $981.50 U, Gnnd Total $25,859.OI May 7, 1997 Exhibit B-Cost F-4timate ESGRW Hydrologic Senices 3 'task Breakdown for for Strearnllow Monitoring DaU Analysis,Gage installation,and Extension of HSH Modeling D m Task Hoare by Sub-Task Coal Task Cost _ Task D�cription KP& LMK LGA FTV Jr Tc PDF M M ] Data Conversion and Am lysis A Adjustment of raw stage data and consolidation ate cunt mmm record 4 16 $1,255.70 B Conversion of stage data into flaw record 3 i6 4 $1,763.82 C. Gage data review 12 12 51,665.40 D. Summary m monad m 2 9 8 4 51,526.80 $6,211.73 2 Rating Curve Eion i �s A. SW 271 Street-measnreme a, hydraulic analysis,QA/QC 3 3 3 $587.57 B. Rolling Hills-measurement, hydtaalic analysis,QA/QC I 3 3 $416.32 C. Panther Credo-measurement,byQrarlm analyse,QA/QC l 3 3 $41632 D. Update Rating Curves and STAGE2Q Input Fries 1 4 $411.35 $1,891.57 3 Esfen®®of HSPF By"egic Modeling A Collets, verify and manipulate hydrometric data 2 a 18 1 J $2,296.64 B. Update cment conditions HSPF model cans 8 16 $1,535.52 C. Prepare validation plots and tables 2 2 8 2 $968.34 D. Update future conditions HSPF Hors aai BRPS simulations 1 8 8 $1,367.95 E. Update BRPS storage-frequency analysis 1 4 $4;1.35 F Update FBQ model input data and 10?year storage event run 12 8 $1,452.78 F. Prepare brief letter rcpon summarizing Endings 1 16 8 2 4 52,315.96 S 10,418.54 4 Construction and InstAstiat of Gages A. Construct 4 gtoucdwater monitoring gagm and l crest stage gage W $570.75 B. lnstall groandwatn momtoring gages 16 16 $1,641,56 C. Install nest stage gage 2 $114.15 D. Survcy 5 gages?u City of Renton Datum l0 10 $1,027.22 $3,355.68 5 Contingency For Dnforemxable Problems A. Contingen,-.1-Labor breakdown unknown S3,*0.00 $3,000.00 l.J Personnel: Labor Total $24,877.51 D KMI.-Leytham-Principal Eagir-cer LUX- Karp ck-Senior Eag tier LGA-Adams-JuniorEngiacer ETV-Vas&-rmeer-Senior Tadmitisn Jr Tc-Contract Lauber-Junior Tecknician PDP-Phillips-Clerical N 1997 l i EzbR►it B-Cost Estimate ESGRW Hydin)logic Services-Rcviwd Hourly Rates effectiwJ*1,19% D r� Hoafly Rates r poosit30a (s� r- N Pnm:lpal 43.41 Seaior Engmxr M5 Engineer 22-36 = Jr.Engimxr 17.91 Sr.Techmc-a n 19.23 Jr.Tcchwc as 15.38 Clerical 13.38 lrJ 'D r r May 7,1997 c �: CITY OF 'RENTON Plahning/Building/Public Works Departmelit 'Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator. May 9, 1997 Larry Karpack. P.E.,Project Manager Northwest Hydraulic Consultants,Inc 16300 Christensen Road, Suite 350 Tukwila, WA 98188-3418 SUBJECT: PENDING CONTRACT Dear Larry: 1),'� 4: y Attached are two original'contracts for signatureWhen'you'return hesigned contracts; please N revise your cost estimate to'.be.Exhibii C 'and add anExhibit`B 'Schedule.} The,schedule can , simply be an estimated date f4,delivery of the final`product. Because of the'need for the HSPF information for our pending ,Springbrook Creek channel widening ;project, -let's target the delivery date for mid-June, ,if,possible. Of course we would like the gages installed as soon as possible. Also, please be sure to return a completed Fair Practices Policy affidavit with the contract(see the back of the contract package). Thanks for your help. Sincerely, Scott Woodbury, P.E., roject Manager Surface Water Utility U:65230:SPRNGBRK.CRK:NHC:97-001:SW attachments 200 Mill Avenue South - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer CITY OF RENTON PUBLIC WORKS DEPARTMENT REQUEST FOR INFORMATION OR CONCURRENCE DATE: May 8, 1997 TO: Beverly Nelson Glode FROM: Scott Woodbury (X-5547)0 CONTACT PERSON: SUBJECT: Northwest Hydraulic Consultants Annual Consultant Contract Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling Attached for your review are copies of the following: • Draft scope of work, schedule, and budget for the proposed Northwest Hydraulic Consultants (NHC) contract. The contract is less than $50,000 and may be signed by the Mayor. The firm of Northwest Hydraulic Consultants (NHC) is on the Utility Systems Division's approved annual consultant contract roster for 1997. • Certificate of insurance for insurance coverage other than professional liability • City of Renton insurance information form • Certificate of insurance for professional liability Under their annual contract, it is proposed that NHC provide Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling services in the East Side Green River Watershed (Black River Basin). The risk associated with the work under the contract is believed to be low. If you have any questions or need more information, please call me at X-5547. Thank you for your assistance. CONCURRENCE Name Date Attachments THE CITY OF RENTON DEPARTMENT OF _ PLANNING/BUILDING/PUBLIC WORKS - FOURTH FLOOR - 200 MILL AVENUE SOUTH = RENTON, WASHINGTON 98055-2189 -- FAX: 235-2541 To: Lwr� •P4v4 Company: Phone: Fax: From: 52�,� Company: Phone: Fax: Date: 614 m Pages including this cover page: 7 Comments: ��"��d c✓e �� G.��t�s' t� >,owe /a�s� o��,zu�. /�psi / /f`7Sh��Ln� cefli c�ie�� 'WAS her /�,,Aller%, /1 45-e .sec {�f A air) 9 101 00 '02 00:00 001 P01 northwest hydraulic consultants inc. 16300 Christensen Road, Suite 350 Tukwila Washington 98188-3418 206-241-6000 phone s 206-439-2,420 fax FAX MESSAGE Date: Tuesday, April 22, 1997 From: Larry Karpack To: Scott Woodbury Company: City of Renton, Department of Public Works Fax #: 235-2541 City: Renton Total Pages: 10 Original in Mail: _yes_ Please call immediately if you do not receive all pages of this transmission. Dear Scott, Attached please find a revised copy of our proposed scope and budget for the Springbrook Creek data analysis, gage installation, and HSPF modeling. I believe this addresses all comments that you made on earlier drafts. I have asked our office manager to check with our insurance company regarding the requested language in the insurance certificates, I hope this will not be any problem, but I will let you know when I hear back from them. I will send along the scope and budget estimate when I have the insurance forms. Please call me before that time if you have any further comments on these documents. Sincerely, NORTHWEST HYDRAULIC CONSULTANTS INC. Larry M. K.arpack,P.E. RIVFR E 4GINEERINo I HYDRAULIC MODEL TESTING i HYDRAULIC ANALYSIS AND DESIGN I COASTAL ENGINEEWNG FORENSIC E�1G1NEF3iING gYDROLpGY S}Z711vQ3IV rATiON FNflINEFSiSNG/NUMERICAL MODELING I APPLIED RESEARCH 101 00 '22 00:00 001 P02 Exhibit A - Scope of Work Fast Side Green River Watershed Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling Tack 1 - Data Conversion and Analysis NHC will process raw stage data collected between 1 October 1994 and 30 April 1997 at the following gage locations: • Springbrook Creek at SW 27th Street (two Unidata recorders) • Panther Creek at Talbot Road (one TerraScience recorder) • Rolling Hills Creek at I-405 (one TerraScience recorder) • Springbrook Creek at SW 43rd Street (one TerraScience recorder) • Springbrook Creek at Black River Pump Station (one Unidata recorder) The City of Renton will provide the raw stage data in digital format for all gages for the period of analysis. Stage data for each recorder will be processed into a continuous record of stages, adjusted to the NGVD 1929 datum where the gages have been surveyed to the NGVD datum, and stored in a WDM file. Stage data for the SW 27th Street gage will be converted to flow data using NHC's program STAGE2Q and the appropriate stage-discharge relationships for this site. Data conversion is expected to be completed prior to the collection of additional streamflow discharge measurements (Task 2) so conversion of the raw stage data will utilize existing rating relationships adjusted to include the discharge measurement made in February 1996. Stage data for the Panther Creek and Rolling Hills Creek gages will be converted to flow data using the STAGE2Q program and the rating curves developed for these sites by NHC under City of Renton Contract CAG-94-125. In the case of Rolling Hills Creek this curve may be refined slightly using the discharge measurement made in February 1996. The attached budget estimate assumes that stage data for the SW 43rd Street and Black River Pump Station sites will not be converted to a continuous time series of flows at this time. As an option NHC could develop a computer program to convert the Black River Pump Station stage and pump data into a continuous record of pump station outflows based on the nominal pump capacities and pump tests conducted by NHC during 1991 and 1994. Following conversion of the stage data, NHC will perform a review of the SW 27th Street stage and flow data similar to the analysis performed under contract CAG-073-91, Task Authorization 112. This analysis will consist of a review of the instantaneous and peak stages recorded by the gage instrument versus those manually recorded at the time of the data download. We will also check for long term trends in the gage data which might indicate changes in the hydraulic characteristics at the SW 27th Street gage site. Finally we will review the flow hydrographs versus recorded rainfall at Panther bake for any significant storm events to verify the performance 101 00 '00 00:00 001 P03 0111C of the gage at high flow. T*e-eity will provide rainfall data from the KCSWM gage at Panther lake in digital format for the period of interest. NHC will verify the accuracy of instrument recorded stages at the Rolling Hills and Panther Creek gages versus the manually observed stages and crest stage readings taken by City of Renton staff. NHC will also compare the computed runoff depth for these gages with the observed Panther Lake precipitation for several of the highest events in the record as a coarse check on the validity of the computed record. Products: Converted stage data for the five gage sites for the period 1 October 1994 through 30 64�1-I,/ /�52 epte 99� in WDM format. Computed flow data for the SW 27th Street, Rolling Hills Creek and Panther Creek gage sites for in WDM format. Brief memorandum summanTng the data review for this period. �7,� � l O�G�� yy �hc. 3o APni 1517 Tack tins Curve Extension Northwest Hydraulic Consultants (NHC) will conduct a total of 3 (three) high flow streamflow discharge measurements at the following locations if a significant storm event occurs during the course of this contract: • Springbrook Creek in the vicinity of the SW 27th Street gage location • Rolling Hills Creek at I-405 • Panther Creek at Talbot Road For the SW 27th Street location, high flow measurements will be made from the pedestrian bridge located approximately 500 feet north of SW 27th Street_ For Rolling Hills and Panther Creek sites, streamflow discharge measurements will be taken at appropriate locations near the gage sites. These will be selected based on site accessibility, safety considerations, and the likelihood of obtaining a good discharge measurement. Note that the precise time it takes to make discharge measurements is dependent on many factors including the time of day, the weather, and the rate of flow being measured. The attached estimate assumes that each high flow discharge measurement requires the field work of two individuals for three hours, including set up, travel and equipment restocking time. The budget estimate assumes that each of the discharge measurements will be made in a separate field trip independent of the other streamflow measurements. If it is possible to consolidate more than one measurement into a single trip, travel and set-up time will be minimized and additional budget may be freed for other tasks. NHC will process all raw discharge data and compute streamflow in cubic feet per second (cfs). Exubit A-Scope of Work 2 April 22, 1997 101 00 '00 00:00 001 Pea Computed streamflow data will be plotted versus stage for each site along with the previously collected discharge data (by NHC and King County). For each gage site the stage-discharge relationship will be adjusted as appropriate considering the new discharge data. Note that for the SW 27th Street site this may include adjustment of the culvert hydraulic analysis, the channel stage-discharge rating or both. Products: Computed discharges and raw flow data for all streamflow discharge measurements Plots of updated depth to discharge rating curves for each gage site showing all discharge measurements Updated STAGE2Q input files as modified by rating curve information Task 3 - Extension of HIRPF Hydrologic Modeling -�/ J4 raw 1ys-7 Hydrometric data for the period 1 October 1991 through will be collected and added to the existing data sets in the City's WDM database for Springbrook Creek (developed by NHC, 1995). NHC will obtain hourly precipitation data for this period for SeaTac Airport from the National Climatic Data Center. NHC will also obtain available daily evaporation data for this period from published NCDC records for the Puyallup 2NW station. Missing data in the daily evaporation record will be infilled using the Jenson Haise equation (with software previously provided to NHC by King County Surface Water Management). The Jenson Haise Equation utilizes daily maximum and minimum temperatures to produce an estimate of daily evaporation. Temperature data from SeaTac airport will be used with the Jenson Haise equation to produce evaporation data for the Springbrook Creek basin. NHC will reconstruct an approximate hourly inflow hydrograph to the Black River Pump Station for the February 1996 flood event from the available hydrometric and pump data. These data include the Unidata gage record, the BRPS strip chart record, and NHC's previous pump test results. The focus of this inflow hydrograph reconstruction will be to determine the magnitude and timing of the peak BRPS inflow and an approximate estimate of the total storm volume pumped through the BRPS during this event. Following the data development, the City's HSPF hydrologic models of Springbrook Creek (NHC, 1995) will be extended to include the additional period of record through SopftmbeF49%A, /ff7 HSPF PERLND and RvIPLND time series will be extended using the additional hydrometric data. The City's current condition HSPF model will then be run to include the period throughJ+h 017 6. Simulated inflows to the BRPS will be stored in the HSPF WDM database. As a validation of the HSPF formulation for current conditions the following data will be prepared and reviewed: • plots of observed and simulated streamflow hydrographs for Springbrook Creek at SW 27th Street for the two largest events in 994 tha).h W96 -ram �,�- ,r s��µl h ter►i Exhibit A•Scope of Work 3 April 22, 1997 101 00 '00 00:20 001 P05 • a plot of observed and simulated BRPS inflow hydrographs for the February 1996 flood event • plots of observed and simulated streamflow hydrographs for Rolling Hills Creek and Panther Creek for the two largest events in water years 1995 and 1996 .J 1)_ y y it A1,r- ;1ttj • a table of th� time of occurrence and magnitude of simulated and observed streamflow peaks for a number of the largest events in the observed flow record for each of these gages • a table of simulated and observed annual streamflow volumes for the available period of record for each of these gages • a table of simulated and observed storm streamflow volumes for several of the largest events in the observed flow record for each of these gages • a table of simulated and observed peak stages in Springbrook Creek at SW 43rd Street, Oakesdale Ave, SW 34th Street, SW 27th Street, and SW 16th Street for several of the largest events in water-years--1-995---19.96, �4 e- s,m,H ice,., der,.d The City's future conditions HSPF model will then be run to include the period through-,6 I5S7 September 1996. Simulated inflows to the Black River Pump Station will be stored in the HSPF WDM database. Using the previously developed BRPS routing model the operation of the pump station for current and future conditions will be simulated for the February 1996 event. Hourly flow data for the Green River gage at Auburn will be obtained from the USGS for the month of February. The operation of the pump station will be made according to the previously developed rules. The resulting required storage at the BRPS will be extracted from these simulations and plotted together with the data from NHC's 1995 hydrologic analysis. The frequency curve of required storage will be redrawn to consider this new data point. Note that the attached budget estimate assumes that the BRPS simulation model will be used in its current form to simulate the February storm event. It is possible that due to the extended duration of high flows seen on the Green River during this event that the storage required at the BRPS will be significantly higher than that required for any events in the previously simulated record (1961-1991). The BRPS stage-storage relationship in the existing simulation model was based on the NRCS's as-built plans for the pump station forebay and does not account for channel or overbank storage upstream of the pump station. Stages associated with large storage volumes could cause Springbrook Creek to overtop its banks upstream of the BRPS, flooding a wide floodplain area. Under these conditions the simulated stages in the BRPS model would not accurately reflect the actual topography or extent of inundation upstream of the BRPS. Modifying the BRPS simulation model to accurately account for the stage/storage relationship associated with overbank flooding would require significant effort and expense. We propose to utilize the BRPS simulation model, as currently configured, to determine the required storage during the February 1996 flood event. If simulated stages indicate overbank flooding would occur Exhibit A- Scope of Work 4 April 22, 1997 101 00 '00 00:00 001 P06 upstream from the BRPS, any stage information produced would be approximate. The BRPS simulation model uses forebay storage and nominal pump capacity (as adjusted by NHC's BRPS pump tests) to route flows. The computation of stage is incidental to the hydraulic routing and does not affect the computation of storage volumes. Note also that we propose to only simulate the February flood event with the BRPS simulation model rather than extending the BRPS simulation period consistent with to uted HSPF modeling. Obtaining hourly Green River data from the USGS for the 1993-t P.0 1�4c period` would involve addition m d effort and would cost a minimum of several hundred dollars. No other event in the 6'period would have any significant effect on the BRPS storage analysis. Therefore, it was not felt to be worthwhile to extend the BRPS simulation record to be continuous through Septeff r 96. . 5.—Iffik.r. �5 A set of updated future conditions 100-yr storage design inflow hydrographs for use as inp to the FEQ rpodel will be.produced. The City will provide NHC with the latest version of the f ture r 3 conditions pnngbr'bo' reek FEQ model developed by RW Beck. The future conditions fill model will be run with the updated hydrologic input. Peak stages e sfstem will be extracted from the FEQ output and compared to thenstoraJ�cge�scenario run by4RWe „r Beck as part of the 1995 ESGRWP hydraulic analysis. Note that at we Kave not ru i ��V� e&'s FEQ model of Springbrook Creek, and are not sure of the model's stability and/or robustness. The attached estimate assumes that the model is numerically stable for the range of flows likely to be simulated in this task and that no model modifications (with the exception of the input data) will be required. If numeric instabilities or other problems are encountered in the FEQ modeling, the budget estimate for this task may be inadequate. Additional resources required to complete this task would be billed under the contingency (Task 5), assuming the City has provided prior authorization. Products: An updated HSPF WDM database containing hydrometric data (except Green River flows) and hydrologic simulation results for the period October 1991 through Plots of observed and simulated streamflow hydrographs A table of simulated and observed streamflow peaks A table of simulated and observed annual streamflow volumes A table of simulated and observed storm streamflow volumes A table of simulated and observed peak stages An updated stage frequency curve for BRPS storage Updated FEQ input hydrographs and model output for the 100-yr future conditions,` -t, storage run Brief letter report summarizing the results of the hydrologic modeling and analysis T ck 4 - age Construrlion silld linstallation NHC will construct and install groundwater monitoring piezometers at two locations within the Exbbit A-Scope of Work 5 April 22, 1997 101 00 '00 00:00 001 P07 Wo / City's proposed,,wetlan4 mitigation bank site near Oakesdale Avenue between SWh Street and SW 34th Street, and JkAocation adjacent to the P-9--mod. The piezometers will consist of 1- 1/4 " diameter PVC pipe which will be drilled or saw cut to allow groundwater to penetrate. The piezometers will be set in wells that will be dug approximately 1 foot in diameter and 5-8 feet deep depending on the subsurface soil stability and water table at the time of the installation. The wells will be backfilled with gravel and/or sand and sealed near the ground surface using bentonite clay. The piezometers will be capped with a screw type PVC end cap. Note that the piezometers will not be secured or otherwise protected from vandalism. Upon completion of the installation of the piezometers NHC will note the approximate location of the piezometers on an appropriate City map and field survey the elevations of the gages to the NGVD 1929 datum using an autolevel and accepted survey techniques.'74< 6 wi/l 4 �r� /.1.41( NHC will alto construct and place a crest stage gage in the ditch running along the west side of the,,"rrutigawio ank site. This gage will be of the same style as the gages previously installed by NHC in numerous other City wetlands. The elevation of the crest stage gage will also be surveyed in to the NGVD 1929 datum. Our estimate assumes that the following services will be provided by the City to facilitate the installation of these gages: • field locate the gage sites • obtain any necessary permits, access rights (including vehicle access), and easements for this work • haul sand or gravel to the site, if necessary, to be used for backfilling the piezometers Products: ,I groundwater piezometers at locations specified by City staff 1 crest stage gage in the ditch west of the proposed wetland bank site survey notes documenting elevations of the gages to the NGVD 1929 datum Tack 5 - Contingesy As noted above, many of the sub-tasks required for completion of this project are subject to significant uno -tainty. This is particularly true for the data manipulation (Task 1), the discharge measurements (Task 2) and the FEQ modeling (Task 4). It is impossible to precisely define the level of effort and resultant cost of many tasks until the work has begun. Therefore, Task 5 provides a contingency allowance which may be authorized by the City to address unforeseeable problems encountered in the performance of Tasks 1 through 4. Authorization of work under Task 5 will be made in writing by the City prior to NHC performing any work under this task. Exhibit A- Scope of Work 6 April 22, 19" ACOR �" ... . ATE M 1bb1YY 1. . � � ...............................] �`� y, ..... 29-APR-1997 PRODUd,9fi ' ... 36114 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Ni l I is Corroon Corporation of Seattle ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P. 0. Box 34201 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 701 Fifth Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 4200 Columbia Center COMPANIES AFFORDING COVERAGE Seattle NA 98124 (206) 386-7400 COMPANY Continental Casualty Company (CNA) - Best Rated A X Rosanne Smith A Via Victor 0. Schinnerer & Co. in Chevy Chase, MD INSURED COMPANY Northwest Hydraulic Consultants, Inc. B Northwest Hydraulic Consultants, Ltd. COMPANY Attn: Julie Neutzman C 16300 Christensen Road Suite 350 COMPANY ukwila WA 98188-3418 D :.:.5 ' ; s' r% > ' 2t' '" #' ?< `2 ±`±'•` <C'<Y<? rrjrfiiE `<` ':•:`•. '%[ [' > ? r VEfACiE ... ..... ..:. .. ..... .... .. ............ .. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT WITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHERDOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY-HAVE BEEN REDUCED BY PAID CLAIMS. c0 POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDIYY) DATE(MMIDDIYY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGO $ CLAIMS MADE❑ OCCUR PERSONAL & ADV INJURY $ OWNER'S &CONTRACTOR'S PROT EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ MED EXP (Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY •EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: ............ ......... .... EACH ACCIDENT S AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND WC STATU• OTH• EMPLOYERS'LIABILITY To LLMIT5 ER EL EACH ACCIDENT $ THE PROPRIETOR/ INCL EL DISEASE-POLICY LIMIT $ PARTNERS/EXECUTIVE --- - -- OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ OTHER A PROFESSIONAL LIABILITY AEN004312372 23-JUN-1996 23-JUN-1997 $2,000,000 Per Claim Limit of Liab. 2,000,000 Aggregate Limit 25,000 Per Claim Deductible DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLESISPECIAL ITEMS Re : Engineering/Professional services by the Named Insured( s) for the Certificate Holder . : ...:. ::....:.:... ..:.;. ............ :::..:.;:.;:....::: T ,C E.HQ4 ER Ctr.l.! A SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL BM�CR�-.MAIL City of Renton DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Attn: Scott Woodbury 200 Mill Ave. S. , 4th Fl. Renton NA 98055 AUTHORIZED REPR€SENTATIVE /� } pppl" (('fill///_' .�.:... _..r;Calit�r..25..S:..i T95 �::::::::.:....:........:...#�..F....:.::.:....:...:................... ......................................................................................�G Exhibit B- Cost Estimate ESGRW Hydrologic Services Cost Estimate for Streamflow Monitoring,Data Analysis, Gage installation, and Extension of HSPF Modeling m Direct Labor Number Units Unit Cost Total Cost m Principal Hours 12 hrs 43.41 $520.92 s Senior Engineer Hours 95 hrs 28.85 $2,740.75 S Junior Engineer Hours 109 hrs 17.91 $1,952.19 Senior Technician Hours 63 hrs 19.23 $1,211.49 Junior Technician Hours 20 hrs 15,38 5307.60 Clerical Hours 16 hrs 13.38 $214.08 Contingency $1,010.78 Direct Salary $7,957.81 Overhead 165.W/o $13,130.39 Net Fee 12.0°/, $2,530.58 Subtotal $23,618.79 Other Direct Costs Number Units Unit Cost Total Cost Truck Rental 5 Days $35.00 $175,00 Auger Rental 2 Days $50.00 $100.00 Sand, gravel,and clay for backfilling piezometers 3 Lwnp sum $75.00 $225.00 piezometers(PVC pipc,end caps, glue, etc.) 3 Lump sure $35.00 $105,00 crest stage gage(20, tube, rod, cork dust,brackets, staff gage, etc.) 1 Lump sum $100.00 $100.00 Truck Mileage 90 Miles $0.35 $31.50 Miscellaneous expenses(copies, disks etc.) 1 Lump sum $75.00 $75,00 Equipment rental for discharge measurements 3 Each $20.00 $60,00 m v Sub Total $871.50 0 Grand Total 524,490.29 Exhibit B -Cost Estimate ESGRW Hydrologic Services-Revised Hourly Rates effective July 1,1996 m m Hourly m Rates m Position Principal 43.41 Senior Engineer 28.85 Engineer 22.36 Jr. Engineer 17.91 Sr. Technician 19.23 Jr.Technician 15.38 Clerical 13.38 r lD Exhibit B- Cost Estimate ESGRW Hydro{ogic Services Task Breakdown for for Streamflow Monitoring, Data Analysis, Gage Installation,and Extension of HSPF Modeling m m Task Hours by Sub-Task Cost Task Cost _ Task Description KML LMK LGA ETV Jr Tc PDP 1 Data Conversion and Analysis A. Adjustment of raw stage data and consolidation into continuous record 4 16 $1,255.70 m B. Conversion of stage data into flow record 8 16 4 $1,763.82 N C. Gage data review 12 12 $1,665,40 D. Summary memorandum 2 8 8 4 $1,526.80 $6,211.73 2 Rating Carve Extensioa A. SW 27th Street-measurement,hydraulic analysis, QA/QC 3 3 3 $587.57 B. Rolling Hills -measurement, hydraulic analysis, QA/QC 1 3 3 $416.32 C. Panther Creek- measurement, hydraulic analysis, QA/QC 1 3 3 S416.32 D. Update Rating Curves and STAGE2Q Input Files 1 4 $471.35 $1,891.57 3 Extension of HSPF Hydrologic Modeling A. Collect,verify and manipulate hydrometric data 2 8 16 8 $2,110.90 B, Update current conditions HSPF model runs 8 16 $1,535.52 C. Prepare validation plo4s and tables 2 2 8 2 $968.34 D. Update future conditions HSPF runs and BRPS simulations 2 8 8 $1,367.95 E. Update BRPS storage-frequency analysis 1 4 $471.35 F. Update FEQ model input data and 10"ear storage event run 12 8 $1,452.79 F. Prepare letter report summarizing findings 2 12 8 2 4 $1,983,46 $9,890.30 4 Construction and Installation of Gages A. Construct 3 groundwater monitoring gages and 1 crest stage gage 8 $456.60 B. Install groundwater monitoring gages 12 12 $1,232.67 C. Install crest stage gage 2 $114.15 D. Survey 4 gages to City of Renton Datum 8 8 $821.79 $2,625.20 5 Contingency For UnforeaeealAe Problems m A. Contingency-Labor breakdown unknown $3,000.00 $3,000,00 Personnel; Labor Total $23,618.79 s, KML-Leytham -Principal Engineer LMC - Karpack -Senior Engineer LGA- Adams-Junior Engineer ETV-Vandermeer- Senior Technician Jr Tc -Contract Labor-Junior Technician PDP-Phil lips-Clerical CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: April 11, 1997 TO: Larry Karpack FROM: Scott Woodbury /jU3 SUBJECT: Location of Piezometers/Crest Gage and Insurance Certificates for Contracts Piezometers/Crest Gage As we discussed, attached is a map showing the approximate location for the piezometers and crest stage gage that we would like you to install on the City's north mitigation bank site. The nearest benchmarks are also shown. The other piezometer would be located along the SW 23rd Street drainage channel between Lind Avenue and East Valley Road where you previously installed a crest stage gage. Insurance Enclosed is an original City of Renton Insurance Information Form. Please return a completed form along with an original certificate of insurance and any related endorsement forms. The insurance information form and certificate (Acord form) must specifically name the project contract number (CAG-97-044) on the form. The certificate must also include revisions to the form's cancellation clause as follows: "Should any of the above described policies be canceled before the expiration date thereof, the issuing company will endeavaF to mail 45 days written notice to the certificate holder named to the left. But failure to mail sueh notiee shall impese no obliga4ion or- liabilit�, of any kind upon the eempany, its agents or FeffeSefitMiVeS" For Professional Liability coverage only, in lieu of the cancellation language specified above, the City will accept a written agreement that the consultant's broker will provide the required notification. This agreement must be accompanied by the endorsement page(s) listing the City of Renton as an additional insured under the policy for the work performed under the contract. Thanks for your help. If you have any questions, please call me at 277-5547. U:1997:97-019:SW r' ��Y o CITY OF RENTON HUMAN RESOURCES & RISK MANAGEMENT DEPARTMENT INSURANCE INFORMATION FORM CONTRACTOR/CONSULTANT: PROJECT NUMBER: STAFF CONTACT: Certificate of Insurance indicates the coverages and limits specified in contract? If no,explain below: ❑ Yes ❑ No Is the Commercial General Liability policy form an ISO 1993 Occurrence Form or Equivalent? ❑ Yes ❑ No (If no,attach a copy of the policy with required coverages clearly identified) CG 0043 Amendatory Endorsement provided?*A ❑ Yes ❑ No CGL General Aggregate provided on a"per project basis(CG2503)?* ❑ Yes ❑ No Additional Insured wording provided?* ❑ Yes ❑ No All coverage on a primary basis and non-contributing basis?* ❑ Yes ❑ No Waiver of Subrogation Clause applies?* ❑ Yes ❑ No Severability of Interest Clause(Cross Liability)applies? ❑ Yes ❑ No Notice of Cancellation/Non-Renewal amended to 45 days?* ❑ Yes ❑ No * To be shown on certificate of insurance A Not required if ISO Occurrence form is 1990 or earlier;may also be assumed under contract. AM BEST'S RATING FOR CARRIER: CGL Auto Umb Professional This Questionnaire is issued as a matter of information. This questionnaire is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies indicated on the attached CERTIFICATE OF INSURANCE. The CITY OF RENTON, at its option, shall obtain copies of the policies and/or specific declaration pages FROM awarded bidder prior to execution of contract. Agency/Broker Completed By(Type or Print Name) Address Completed By(Signature) Name of person to contact Telephone Number NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED AND ATTACHED TO CERTIFICATE OF INSURANCE FOR EACH LINE OF COVERAGE 33 Insurance Contract Guidelines BNG: RW Revised 5/95 SECTION 25 T23N R4E W.M. 24-Oct-96 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1923 Location: S.W. corner of 2' x 2' concrete pad, 36' north of south end of northerly traffic island in centerline of West Valley Hwy. across from Stoneway Concrete Hopper. Monument: SW COR. 2X2' CONC. PAD N TRAFFIC ISLAND W VALLEY HWY Q STON EWAY NORTHING: EASTING: ELEVATION: 8.597 1924 Location: Top of N.W. bolt of traffic signal base N.E. quadrant of intersection of W. Valley Hwy. and Strander Blvd. (in traffic island). Monument: NW BOLT TRAFFIC SIGNAL BASE NORTHING: EASTING: ELEVATION: 9.038 (f2l08 Location: Found 2" Brass Disc with punch on a 4" x 4"concrete monument down 0.5` in a monument case at the intersection of SW 34th Street and Oaksdale Avenue SW. Monument: 2 IN BRASS DISC W/PUNCH ON 4 INX4 IN CONC MON, IN CASE, DN. 0.5' NORTHING: EASTING: ELEVATION: 5.958 0A J 9, 55'0(�IVAv 2109 Location: Found a 1/2" brass plug with a punch mark on a 4"x4" concrete post monument down 0.5' in a monument case at the constructed intersection of SW 41 st Street & Oaksdale Avenue SW. Monument: 1/2 IN BRASS PLUG W/PUNCH ON CONC MON, IN CASE, DN. 0.5' NORTHING: EASTING: ELEVATION: 6.063 4325-2 northwest hydraulic consultants inc. sacramento 16300 christensen road,suite 350 vancouver tukwila,washington 98188-3418 edmonton (206)241-6000-phone (206)439-2420-fax seattle November 26, 1996 Scott Woodbury Department of Public Works City of Renton 200 Mill Avenue S. 4th Floor Renton, WA 98055 Dear Scott: Re: Springbrook Creek Data Management Enclosed please find an updated Scope of Work and Budget Estimate for the above referenced project. I have also enclosed a draft Scope of Work for the HSPF Model Extension which you may retain until such time that you are prepared to undertake that project. Note that I have not provided a budget estimate for the HSPF work as I understand it is not likely to be performed during the current fiscal year. Please let me know if I should obtain insurance certificates for the data management project. Also, if you require any other documentation before a contract for this project can be processed, please let me know. We look forward to working with you and hope to proceed with the data analysis as soon as possible. Sincerely, NORTHWEST HYDRAULIC CONSULTANTS Larry Karpack, P.E. LMK/pp Enclosure RIVER ENGINEERING / HYDRAULIC MODEL TESTING / HYDRAULIC ANALYSIS AND DESIGN COASTAL ENGINEERING HYDROLOGY / SEDIMENTATION ENGINEERING / NUMERICAL MODELING / APPLIED RESEARCH / FORENSIC ENGINEERING Exhibit A - Scope of Work East Side Green River Watershed Streamflow Monitoring and Data Analysis Task I - Data Conversion and Analysis NHC will process raw stage data collected between 1 October 1994 and 30 September 1996 at the following gage locations: • Springbrook Creek at SW 27th Street (two Unidata recorders) • Panther Creek at Talbot Road (one TerraScience recorder) • Rolling Hills Creek at I-405 (one TerraScience recorder) • Springbrook Creek at SW 43rd Street (one TerraScience recorder) • Springbrook Creek at Black River Pump Station (one Unidata recorder) The City of Renton will provide the raw stage data in digital format for all gages for the period of analysis. Stage data for each recorder will be processed into a continuous record of stages, adjusted to the NGVD 1929 datum where the gages have been surveyed to the NGVD datum, and stored in a WDM file. Stage data for the SW 27th Street gage will be converted to flow data using NHC's program STAGE2Q and the appropriate stage-discharge relationships for this site. Data conversion is expected to be completed prior to the collection of additional streamflow discharge measurements (Task 3) so conversion of the raw stage data will utilize existing rating relationships adjusted to include the discharge measurement made in February 1996. Stage data for the Panther Creek and Rolling Hills Creek gages will be converted to flow data using the STAGE2Q program and the rating curves developed for these sites by NHC under City of Renton Contract CAG-94-125. In the case of Rolling Hills Creek this curve may be refined slightly using the discharge measurement made in February 1996. The attached budget estimate assumes that stage data for the SW 43rd Street and Black River Pump Station sites will not be converted to a continuous time series of flows at this time. As an option NHC could develop a computer program to convert the Black River Pump Station stage and pump data into a continuous record of pump station outflows based on the nominal pump capacities and pump tests conducted by NHC during 1991 and 1994. Following conversion of the stage data, NHC will perform a review of the SW 27th Street stage and flow data similar to the analysis performed under contract CAG-073-91, Task Authorization #2. This analysis will consist of a review of the instantaneous and peak stages recorded by the gage instrument versus those manually recorded at the time of the data download. We will also check for long term trends in the gage data which might indicate changes in the hydraulic characteristics at the SW 27th Street gage site. Finally we will review the flow hydrographs versus recorded rainfall at Panther Lake for any significant storm events to verify the performance of the gage at high flow. The City will provide rainfall data from the KCSWM gage at Panther lake in digital format for the period of interest. NHC will verify the accuracy of instrument recorded stages at the Rolling Hills and Panther Creek gages versus the manually observed stages and crest stage readings taken by City of Renton staff. NHC will also compare the computed runoff depth for these gages with the observed Panther Lake precipitation for several of the highest events in the record as a coarse check on the validity of the computed record. Products: Converted Stage data for the five gage sites for the period 1 October 1994 through 30 September 1996 in WDM format. Computed flow data for the SW 27th Street, Rolling Hills Creek and Panther Creek gage sites for water years 1995 and 1996 in WDM format. Brief memorandum summarizing the data review for this period. Task 2 - Rating Curve Extension Northwest Hydraulic Consultants (NHC) will conduct a total of 3 (three) high flow streamflow discharge measurements at the following locations if significant storm events occur during the course of this contract: • Springbrook Creek in the vicinity of the SW 27th Street gage location • Rolling Hills Creek at I-405 • Panther Creek at Talbot Road For the SW 27th Street location, high flow measurements will be made from the pedestrian bridge located approximately 500 feet north of SW 27th Street. For Rolling Hills and Panther Creek sites, streamflow discharge measurements will be taken at appropriate locations near the gage sites. These will be selected based on site accessibility, safety considerations, and the likelihood of obtaining a good discharge measurement. Note that the precise time it takes to make discharge measurements is dependent on many factors including the time of day, the weather, and the rate of flow being measured. The attached estimate assumes that each high flow discharge measurement requires the field work of two individuals for three hours, including set up, travel and equipment restocking time. The budget estimate assumes that each of the discharge measurements will be made in a separate field trip independent of the other streamflow measurements. If it is possible to consolidate more than one measurement into a single trip, travel and set-up time will be minimized and additional budget may be freed for other tasks. NHC will process all raw discharge data and compute streamflow in cubic feet per second (cfs). Computed streamflow data will be plotted versus stage for each site along with the previously collected discharge data (by NHC and King County). For each gage site the stage-discharge relationship will be adjusted as appropriate considering the new discharge data. Note that for the SW 27th Street site this may include adjustment of the culvert hydraulic analysis, the channel stage-discharge rating or both. Products: Computed discharges and raw flow data for all streamflow discharge measurements Plots of updated depth to discharge rating curves for each gage site showing all discharge measurements Updated STAGE2Q input files as modified by rating curve information Task 3 - Contingency As noted above many of the sub-tasks required for completion of this project are subject to significant uncertainty. It is impossible to precisely define the level of effort and resultant cost until the data development has begun. Therefore, task 3 provides a contingency allowance which may be authorized by the City to address unforeseeable problems encountered in the performance of Tasks 1 and 2. Authorization of work under Task 3 will be made in writing by the City prior to NHC performing any work under this task. Exhibit B- Cost Estimate ESGRW Hydrologic Services Cost Estimate for Streamflow Monitoring and Data Analysis Direct Labor Number Units Unit Cost Total Cost Principal Hours 2 hrs 43.41 $86.82 Senior Engineer Hours 29 hrs 28.85 $836.65 Junior Engineer Hours 41 hrs 17.91 $734.31 Technician Hours 23 hrs 19.23 $442.29 Clerical Hours 4 hrs 13.38 $53.52 Contingency $1,010.78 Direct Salary $3,164.37 Overhead 165.0% $5,221.21 Net Fee 12.0% $1,006.27 Sub-total $9,391.86 Other Direct Costs Number Units Unit Cost Total Cost Truck Rental 3 Days $35.00 $105.00 Truck Mileage 45 Miles $0.35 $15.75 Miscellaneous expenses (copies, disks etc.) 1 Lump sum $75.00 $75.00 Equipment rental for discharge measurements 3 Each $20.00 $60.00 Sub Total $255.75 Grand Total $9,647.61 Exhibit B- Cost Estimate ESGRW Hydrologic Services Task Breakdown for Streamflow Monitoring and Data Analysis Task Hours by Sub-Task Cost Task Cost Task Description KML LMK LGA ETV PDP ($) ($) I Data Conversion and Analysis A. Adjustment of raw stage data and consolidation into continuous record 4 10 $913.25 B. Conversion of stage data into flow record 4 16 4 $1,421.32 C. Gage data review 8 8 $1,110.27 D. Summary memorandum 2 4 8 4 $1,184.29 $4,629.13 Il Rating Curve Extension A. SW 27th Street-measurement, hydraulic analysis, QA/QC 3 3 3 $587.57 B. Rolling Hills -measurement, hydraulic analysis, QA/QC 1 3 3 $416.32 C. Panther Creek-measurement, hydraulic analysis, QA/QC 1 3 3 $416.32 D. Update Rating Curves and STAGE2Q Input Files 4 $342.51 $1,762.72 III Contingency For Unforeseeable Problems A. Contingency-Labor breakdown unknown $3,000.00 $3,000.00 Personnel: KML-Leytham-Principal Engineer Labor Total $9,391.86 LMK- Karpack-Senior Engineer LGA-Adams-Junior Engineer ETV-Vandermeer-Senior Technician PDP-Phillips-Clerical Exhibit B- Cost Estimate ESGRW Hydrologic Services- Revised Hourly Rates effective July 1,1996 Hourly Rates Position ($) Principal 43.41 Senior Engineer 28.85 Engineer 22.36 Jr. Engineer 17.91 Sr. Technician 19.23 Jr. Technician 15.38 Clerical 13.38 Exhibit A - Scope of Work East Side Green River Watershed Extension of the HSPF Hydrologic Model Task 1 - Extension of HSPF Hydrologic Modeling Hydrometric data for the period 1 October 1991 through 30 June 1996 will be collected and added to the existing data sets in the City's WDM database for Springbrook Creek (developed by NHC, 1995). NHC will obtain hourly or 15 minute precipitation data for this period for SeaTac Airport from the National Climatic Data Center. NHC will also obtain available daily evaporation data for this period from published NCDC records for the Puyallup 2NW station. Missing data in the daily evaporation record will be infilled using the Jenson Haise equation (with software previously provided to NHC by King County Surface Water Management). The Jenson Haise Equation utilizes daily maximum and minimum temperatures to produce an estimate of daily evaporation. Temperature data from SeaTac airport will be used with the Jenson Haise equation to produce evaporation data for the Springbrook Creek basin. NHC will reconstruct an hourly inflow hydrograph to the Black River Pump Station for the February 1996 flood event from the available hydrometric and pump data. These data include the Unidata gage record, the BRPS strip chart record, the stage record from the USGS gage near Tukwila (if available), and NHC's previous pump test results. The focus of this inflow hydrograph reconstruction will be to determine the magnitude and timing of the peak BRPS inflow and an approximate estimate of the total storm volume pumped through the BRPS during this event. Following the data development, the City's HSPF hydrologic models of Springbrook Creek (NHC, 1995) will be extended to include the additional period of record through June 1996. HSPF PERLND and IMPLND time series will be extended using the additional hydrometric data. The City's current conditions HSPF model will then be run to include the period through June 1996. Simulated inflows to the Black River Pump Station will be stored in the HSPF WDM database. As a validation of the HSPF formulation for current conditions the following data will be prepared and reviewed: • plots of observed and simulated streamflow hydrographs for Springbrook Creek at SW 27th Street for the two largest events in water years 1994 through 1996 • a plot of observed and simulated BRPS inflow hydrographs for the February 1996 flood event • plots of observed and simulated streamflow hydrographs for Rolling Hills Creek and Panther Creek for the two largest events in water years 1995 and 1996 • a table of the time and magnitude of simulated and observed streamflow peaks for a number of the largest events in the observed flow record for each of these gages • a table of simulated and observed annual streamflow volumes for the available period of record for each of these gages • a table of simulated and observed storm streamflow volumes for several of the largest events in the observed flow record for each of these gages • a table of simulated and observed peak stages in Springbrook Creek at SW 43rd Street, Oakesdale Ave, SW 34th Street, SW 27th Street, and SW 16th Street for several of the largest events in water years 1994 - 1996. The City's future conditions HSPF model will then be run to include the period through June 1996. Simulated inflows to the Black River Pump Station will be stored in the HSPF WDM database. Using the previously developed BRPS routing model the operation of the pump station for current and future conditions will be simulated for the February 1996 event. Hourly flow data for the Green River gage at Auburn will be obtained from the USGS for the month of February. The operation of the pump station will be made according to the previously developed rules. The resulting required storage at the BRPS will be extracted from these simulations and plotted together with the data from NHC's 1995 hydrologic analysis. The frequency curve of required storage will be redrawn to account for this new data point. Note that the attached budget estimate assumes that the BRPS simulation model will be used in its current form to simulate the February storm event. It is possible that due to the extended duration of high flows seen on the Green River during this event that the storage required at the BRPS will be significantly higher than that required for any events in the previously simulated record (1961-1991). The BRPS stage-storage relationship in the existing simulation model was based on the NRCS's as-built plans for the pump station forebay and does not account for channel or overbank storage upstream of the pump station. Stages associated with large storage volumes could cause Springbrook Creek to overtop its banks upstream of the BRPS, flooding a wide floodplain area. Under these conditions the simulated stages in the BRPS model would not accurately reflect the actual topography or extent of inundation upstream of the BRPS. Modifying the BRPS simulation model to accurately account for the stage/storage relationship associated with overbank flooding would require significant effort and expense. We propose to utilize the BRPS simulation model as is to determine the required storage during the February 1996 flood event. If simulated stages indicate overbank flooding upstream from the BRPS then any stage information produced will be presented as highly approximate. Note that because the BRPS simulation model does not adjust pump discharge based on forebay stage (nominal capacity as adjusted by the BRPS pump tests is used throughout the simulation), inaccuracies in the simulated stage does not affect the computation of required storage volumes. Note also that we propose to only simulate the February flood event with the BRPS simulation model rather than extending the BRPS simulation period consistent with the updated HSPF modeling. Obtaining hourly Green River data from the USGS for the 1991 through 1996 period would involve additional time and effort and would probably cost several hundred dollars. No other event in the 1991 through 1996 period would have any significant effect on the BRPS storage analysis. Therefore, it was not felt to be worthwhile to extend the BRPS simulation record to be continuous through June 1996. A set of updated future conditions 100-yr storage design inflow hydrographs for use as input to the FEQ model will be produced. The future conditions FEQ model developed by RW Beck for the City will be run with this input. Peak stages at key points in the system will be extracted from the FEQ output and compared to the storage scenario run by RW beck as part of the 1995 ESGRWP hydraulic analysis. Products: An updated HSPF WDM database containing hydrometric data (except Green River flows) and hydrologic simulation results for the period October 1991 through June 1996 Plots of observed and simulated streamflow hydrographs A table of simulated and observed streamflow peaks A table of simulated and observed annual streamflow volumes A table of simulated and observed storm streamflow volumes A table of simulated and observed peak stages An updated stage frequency curve for BRPS storage Updated FEQ input hydrographs and model output for the 100-yr future conditions storage run Brief letter report summarizing the results of the hydrologic modeling and analysis t northwest hydraulic consultants inc. sacramento 16300 christensen road,suite 350 vancouver tukwila,washington 98188-3418 edmonton (206)241-6000-phone (206)439-2420-fax seattle November 4, 1996 Ito V 7 !996 u CITY OF RENTON Scott Woodbury En i 0eer na Dept. Department of Public Works City of Renton 200 Mill Avenue S. 4th Floor Renton, WA 98055 Dear Scott: Re: East Side Green River Watershed Hydrologic Services Attached please find our estimate for additional streamflow monitoring, data analysis, and hydrologic modeling for Springbrook Creek. As shown on the attached spreadhseet, this work can be performed on a time and expenses basis for an estimated cost of $14,295. Please review the attached Scope of Work to ensure that I have described all tasks that you wanted to be included in this Scope. Let me know when I should begin the process to get Certificates of Insurance for this project. As you know, these usually take about a week to obtain so any forewarning you can give me would be appreciated. I appreciate the opportunity to prepare this proposal and look forward to working with you on this job. Please feel free to call me if you have any questions or comments. Sincerely, NORTHWEST HYDRAULIC CONSULTANTS Larry Karpack, P.E. LMK/pp Enclosure 20577 RIVER ENGINEERING / HYDRAULIC MODEL TESTING / HYDRAULIC ANALYSIS AND DESIGN / COASTAL ENGINEERING HYDROLOGY / SEDIMENTATION ENGINEERING / NUMERICAL MODELING / APPLIED RESEARCH / FORENSIC ENGINEERING Exhibit A - Scope of Work East Side Green River Watershed Streamflow Monitoring, Data Analysis and Extension of the HSPF Hydrologic Model Task 1 - Data Conversion and Analysis NHC will process raw stage data collected between 1 October 1994 and 30 September 1996 at the following gage locations: • Springbrook Creek at SW 27th Street (two Unidata recorders) • Panther Creek at Talbot Road (one TerraScience recorder) • Rolling Hills Creek at I-405 (one TerraScience recorder) • Springbrook Creek at SW 43rd Street (one TerraScience recorder) • Springbrook Creek at Black River Pump Station (one Unidata recorder) The City of Renton will provide the raw stage data in digital format for all gages for the period of analysis. Stage data for each recorder will be processed into a continuous record of stages, adjusted to the NGVD 1929 datum where the gages have been surveyed to the NGVD datum, and stored in a WDM file. Stage data for the SW 27th Street gage will be converted to flow data using NHC's program STAGE2Q and the appropriate stage-discharge relationships for this site. Data conversion is expected to be completed prior to the collection of additional streamflow discharge measurements (Task 3) so conversion of the raw stage data will utilize existing rating relationships adjusted to include the discharge measurement made in February 1996. Stage data for the Panther Creek and Rolling Hills Creek gages will be converted to flow data using the STAGE2Q program and the rating curves developed for these sites by NHC under City of Renton Contract CAG-94-125. In the case of Rolling Hills Creek this curve may be refined slightly using the discharge measurement made in February 1996. The attached budget estimate assumes that stage data for the SW 43rd Street and Black River Pump Station sites will not be converted to a continuous time series of flows at this time. As an option NHC could develop a computer program to convert the Black River Pump Station stage and pump data into a continuous record of pump station outflows based on the nominal pump capacities and pump tests conducted by NHC during 1991 and 1994. Following conversion of the stage data, NHC will perform a review of the SW 27th Street stage and flow data similar to the analysis performed under contract CAG-073-91, Task Authorization #2. This analysis will consist of a review of the instantaneous and peak stages recorded by the gage instrument versus those manually recorded at the time of the data download. We will also check for long term trends in the gage data which might indicate changes in the hydraulic characteristics at the SW 27th Street gage site. Finally we will review the flow hydrographs versus recorded rainfall at Panther Lake for any significant storm events to verify the performance of the gage at high flow. The City will provide rainfall data from the KCSWM gage at Panther lake in digital format for the period of interest. NHC will verify the accuracy of instrument recorded stages at the Rolling Hills and Panther Creek gages versus the manually observed stages and crest stage readings taken by City of Renton staff. NHC will also compare the computed runoff depth for these gages with the observed Panther Lake precipitation for several of the highest events in the record as a coarse check on the validity of the computed record. Products: Converted Stage data for the five gage sites for the period 1 October 1994 through 30 September 1996 in WDM format. Computed flow data for the SW 27th Street, Rolling Hills Creek and Panther Creek gage sites for water years 1995 and 1996 in WDM format. Brief memorandum summarizing the data review for this period. Task 2 - Extension of HSPF Hydrologic Modeling Hydrometric data for the period 1 October 1991 through 30 June 1996 will be collected and added to the existing data sets in the City's WDM database for Springbrook Creek (developed by NHC, 1995). NHC will obtain hourly or 15 minute precipitation data for this period for SeaTac Airport from the National Climatic Data Center. NHC will also obtain available daily evaporation data for this period from published NCDC records for the Puyallup 2NW station. Missing data in the daily evaporation record will be infilled using the Jenson Haise equation (with software previously provided to NHC by King County Surface Water Management). The Jenson Haise Equation utilizes daily maximum and minimum temperatures to produce an estimate of daily evaporation. Temperature data from SeaTac airport will be used with the Jenson Haise equation to produce evaporation data for the Springbrook Creek basin. NHC will reconstruct an hourly inflow hydrograph to the Black River Pump Station for the February 1996 flood event from the available hydrometric and pump data. These data include the Unidata gage record, the BRPS strip chart record, the stage record from the USGS gage near Tukwila (if available), and NHC's previous pump test results. The focus of this inflow hydrograph reconstruction will be to determine the magnitude and timing of the peak BRPS inflow and an approximate estimate of the total storm volume pumped through the BRPS during this event. Following the data development, the City's HSPF hydrologic models of Springbrook Creek (NHC, 1995) will be extended to include the additional period of record through June 1996. HSPF PERLND and IMPLND time series will be extended using the additional hydrometric data. The City's current conditions HSPF model will then be run to include the period through June 1996. Simulated inflows to the Black River Pump Station will be stored in the HSPF WDM database. As a validation of the HSPF formulation for current conditions the following data will be prepared and reviewed: • plots of observed and simulated streamflow hydrographs for Springbrook Creek at SW 27th Street for the two largest events in water years fM through 1996 1�7,1! • a plot of observed and simulated BRPS inflow hydrographs for the February 1996 flood event • plots of observed and simulated streamflow hydrographs for Rolling Hills Creek and IL Panther Creek for the two largest events in water years 1995 and 1996 • a table of the time and magnitude of simulated and observed streamflow peaks for a number of the largest events in the observed flow record for each of these gages a • a table of simulated and observed annual streamflow volumes for the available period of record for each of these gages a table of simulated and observed storm streamflow volumes for several of the largest events in the observed flow record for each of these gages W y?� &kesc/ale �,uy a ¢�S� �{ Simyt/al�d�.l�ew�C S�a9e5 �, Srre 6..�lc Udc of S f4 Sim, trF iG �,5s140 ��lo � O The City future conditions HSPF model will then be run to include the period through June 1996. Simulated inflows to the Black River Pump Station will be stored in the HSPF WDM database. Using the previously developed� BRPS routing model the operation of the pump station for current and future conditions will be simulated for the February 1996 event. Hourly flow data o,,&," for the Green River gage at Auburn will be obtained from the USGS for the month of February.r„ --t"' The operation of the pump station will be made according to the previously developed rules. The.' y resulting required storage at the BRPS will be extracted from these simulations and plotted � . together with the data from NHC's 1995 hydrologic analysis. The frequency curve of requireds�,, i(,#A - storage will be redrawn to account for this new data point. 9"9'e, InQ ") by K&, �9gs. Note that the attached budget estimate assumes that the BRPS simulation model will be used in its current form to simulate the February storm event. It is possible that due to the extended duration of high flows seen on the Green River during this event that the storage required at the BRPS will be significantly higher than that required for any events in the previously simulated record (1961-1991). The BRPS stage-storage relationship in the existing simulation model was based on the NRCS's as-built plans for the pump station forebay and does not account for channel or overbank storage upstream of the pump station. Stages associated with large storage volumes could cause Springbrook Creek to overtop its banks upstream of the BRPS, flooding a wide floodplain area. Under these conditions the simulated stages in the BRPS model would not accurately reflect the actual topography or extent of inundation upstream of the BRPS. Modifying the BRPS simulation model to accurately account for the stage/storage relationship associated with overbank flooding would require significant effort and expense. We propose to utilize the BRPS simulation model as is to determine the required storage during the February 1996 flood event. If simulated stages end from the BRPS(then any �'o K Z'�_agk5 GILQ 9`� J"5 pf stage informations producced will presented as highly approximate. Note t t because the BRPS simulation model does not adjust pump discharge based on forebay stag , inaccuracies in the simulated staged rR t the computation of required storage volumes. Sul 4 Note also that we propose to only simulate the February flood event with the BRPS simulation model rather than extending the BRPS simulation period consistent with the updated HSPF modeling. Obtaining hourly Green River data from the USGS for the 1991 through 1996 period would involve additional time and effort and would probably cost several hundred dollars. No other event in the 1991 through 1996 period would have any significant effect on the BRPS storage analysis. Therefore, it was not felt to be worthwhile to extend the BRPS simulation record to be continuous through June 1996. ;-A"k 'Pl6j"Ot 4�1oliory�a pis y.,A r(A: /ti ��Q 4'1 5/vC �`a9a <LQ!/y yap cos-d rmI rib OP Su�j W.lk- tb>1 /�W�.�� P/e 'Q d'.r-SS. Products: An updated HSPF WDM database containing hydrometric data (except Green River flows) and hydrologic simulation results for the period October 1991 through June 1996 Plots of observed and simulated streamflow hydrographs A table of simulated and observed streamflow peaks A table of simulated and observed annual streamflow volumes A table of simulated and observed storm streamflow volumes An updated stage frequency curve for BRPS storage Brief letter report summarizing the results of the hydrologic modeling and analysis A �a i r e d S��u Ca f� 4,L / o S Se4-kcl l e9k $�F, ,e S Task 3 - Rating Curve Extension Northwest Hydraulic Consultants (NHC) will conduct a total of 3 (three) high flow streamflow discharge measurements at the following locations if significant storm events occur during the course of this contract: • Springbrook Creek in the vicinity of the SW 27th Street gage location • Rolling Hills Creek at I-405 • Panther Creek at Talbot Road For the SW 27th Street location, high flow measurements will be made from the pedestrian bridge located approximately 500 feet north of SW 27th Street. For Rolling Hills and Panther Creek sites, streamflow discharge measurements will be taken at appropriate locations near the gage sites. These will be selected based on site accessibility, safety considerations, and the likelihood of obtaining a good discharge measurement. Note that the precise time it takes to make discharge measurements is dependent on many factors including the time of day, the weather, and the rate of flow being measured. The attached estimate assumes that each high flow discharge measurement requi es the field workof two 00� %",A a c4 ^ 1 I _ Q � Un nt �-�Cbl �4lr�2 e,�.-�.� `�° f2 v2� �,ol�r,��i &VVrk/I dti a Sov� 3 f�sEs o�, C,y D �0 6 individuals for three hours, including set up, travel and equipment restocking time. The budget estimate assumes that each of the discharge measurements will be made in a separate field trip independent of the other streamflow measurements. If it is possible to consolidate more than one measurement into a single trip, travel and set-up time will be minimized and additional budget may be freed for other tasks. NHC will process all raw discharge data and compute streamflow in cubic feet per second (cfs). Computed streamflow data will be plotted versus stage for each site along with the previously collected discharge data (by NHC and King County). For each gage site the stage-discharge relationship will be adjusted as appropriate considering the new discharge data. Note that for the SW 27th Street site this may include adjustment of the culvert hydraulic analysis, the channel stage-discharge rating or both. Products: Computed discharges and raw flow data for all streamflow discharge measurements Plots of updated depth to discharge rating curves for each gage site showing all discharge measurements Updated STAGE2Q input files as modified by rating curve information Exhibit B - Cost Estimate ESGW Hydrologic Services Cost Estimate for Streamflow Monitoring, Data Analysis and Extension of HSPF Modeling Direct Labor Number Units Unit Cost Total Cost Principal Hours 7 hrs 43.41 $303.87 Senior Engineer Hours 69 hrs 28.85 $1,990.65 Junior Engineer Hours 97 hrs 17.91 $1,737.27 Technician Hours 27 hrs 19.23 $519.21 Clerical Hours 12 hrs 13.38 $160.56 Direct Salary $4,711.56 Overhead 165.0% $7,774.07 Net Fee 12.0% $1,498.28 Sub-total $13,983.91 Other Direct Costs Number Units Unit Cost Total Cost Truck Rental 3 Days $35.00 $105.00 Truck Mileage 45 Miles $0.35 $15.75 Reproduction expenses (copies) 50 Copies $0.10 $5.00 Equipment rental for discharge measurements 3 Each $20.00 $60.00 is ellaneous direct expenses (USGS,NCDC etc.) 1 Lump Sum $125.00 $125.00 Sub Total $310.75 Grand Total $14,294.66 Exhibit B - Cost Estimate ESGW Hydrologic Services Task Breakdown for Streamflow Monitoring, Data Analysis and Extension of HSPF Modeling Task Hours by Sub-Task Cost Task Cost Task Description KML LMK LGA ETV PDP ($) ($) J a I Data Conversion and Analysis A. Adjustment of raw stage data and consolidation into continuous record 4 10 $913.25 B. Conversion of stage data into flow record 4 16 4 $1,421.32 �n�►� �C. Gage data review 8 8 $1,110.27 Q ! 6)0� D. Summary memorandum 2 4 8 4 $1,184.29 $4,629.13 II Extension of HSPF Hydrologic Modeling A. Collect, verify and manipulate hydrometric data (mcl. BRPS inflow) 12 16 4 $2,036.88 B. Update current conditions HSPF model runs 8 16 $1,535.52 C. Prepare validation plots and tables 2 8 2 $710.66 D. Update future conditions HSPF runs and BRPS simulations 2 8 8 $1,367.95 E. Update BRPS storage-frequency analysis 1 2 $300.09 F. Prepare letter report summarizing findings 2 8 8 2 4 $1,640.95 $7,592.05 III Rating Curve Extension A. SW 27th Street-measurement, hydraulic analysis, QA/QC 3 3 3 $587.57 B. Rolling Hills -measurement, hydraulic analysis, QA/QC 1 3 3 $416.32 C. Panther Creek-measurement, hydraulic analysis, QA/QC 1 3 3 $416.32 D. Update Rating Curves and STAGE2Q Input Files 4 $342.51 $1,762.72 Psonnel: KML-Leytham-Principal Engineer Labor Total $13,983.91 LMK- Karpack- Senior Engineer LGA-Adams-Junior Engineer ETV-Vandermeer-Senior Technician PDP-Phillips-Clerical Exhibit B - Cost Estimate , ESGW Hydrologic Services- Revised Hourly Rates effective July 1,1996 Hourly Rates Position ($) Pi A,u,4 aA Project Manager 43.41 Senior Engineer 28.85 Engineer 22.36 Jr. Engineer 17.91 Sr, ? Technician 19.23 Jr. Technician 15.38 Clerical 13.38 Short Plat'(SHPL REQUEST FOR PROJECT# Pcrlim.Plat (PP# ) CAG# ) To: Technical Services Date ��L f WO# Green# From: Plan Review �hfa�nag Sty Project Name ,e SC-/W/D �Cl,.J (:,a�,''f.( /A (70 claracte s max) Description of Project: LA, -� S�rvets"J(w !1�v I � IoL t5 )LH, Sj iJ tv -1� {'o Per•/4 /n e i�t S�5, «s, K i StN 3 / S} q,•-r,( Circle Size of Waterline: 8" 10" 12" Circle One: New or Extension Circle Size of Sewerline: 8" 10" 12" Circle One: New or Extension Circle Size of Stormline: 12" 15" 18" 24" Circle One: New or Extension Address or Street Name(s) Dvlpr/Contractor/Owner/Cnslt:: fi/ .^ ,AG (70 characters ) (,uo � 23o GAcf- �-0�2 Kc- /Lerr 4 (7 lob 230&t C -5 7�'-i 5'W p- 2-7 — Z%61 Check each discipline involved in Project Ltr Drwg #of sheets per discipline ❑ Trans-Storm ❑ ❑ (Roadway/Drainage) (Off site improvemon(s)(indude basin name) (include TF-SC shee(s) ❑ Transportation (Signalizidon,Chamclization•lighting) ❑ ❑ ❑ Wastewater ❑ ❑ Sanitary Scwer Main(ndude basin name) ❑ Water (Mains,Valves.Hydrants) ❑ ❑ ((ndudc composite 6e Horizontal Cut Sfxets) Suface Water /A)v#-41j Z36 X ❑ Improvements (CLP ONLY)(include basin name-) TS Use Only S WP-2 7 '2 709 D`� �—