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27719 PE-1870A SHELLEY LAKE Il V • ~FAMER~~p • SO/LS, TESTING & INSPECTION WORK AUTHORIZATION AMENDMENT TO ATTACHMENT °A" DETAILED DESCRIPTION OF WORK (6/5/98) Shelley Lake, 1s` Addition (25 Res. lots with 940 I.f. of Private Improvements) Construction Inspection STI Northwest W.O. # 98444 STI Northwest will perform Construction Inspection and Material Testing services as outlined below and charge for said services on the basis of time and expense. A. ROAD and SEWER CONSTRUCTION INSPECTION OF: 1. Earthwork and subgrade preparation. 2. Placement and compaction of all base material, and pavement. 3. Placement and compaction of sewer backfill. 4. Verification of Side Services, and marker posts. 5. Curb and sidewalk installation. 6. Drywells, inlets, and general facilities. 7. Temporary drainage facilities. 8. Erosion control. 9. Coordination with Spokane County. 10. Preparation and submittal of street and drainage "Record Drawingsu, prepare and submit sewer "Record Drawings". 11. Soil and material testing for compaction and backfill for items 1 thru 5. B. Direct Expense 1. Mileage at $0.30 per mile. ~ 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 Inspection page 3 STI Northwest will provide as much soil and materials testing in house as possible, but will not hesitate to use outside consultants where their specialty is required. We feel we can provide better service in quality control, and streamline the inspection process as required by Spokane County. . The soil and material testing is billed on a time and expense basis. A monthly invoice will be prepared and sent to you for the inspection and materials testing. The amount of testing is impossible to anticipate, and will require your contractor and construction manager to coordinate with our inspection department. As you know, there are some soil and material testing guidelines required by Spokane County, but the requirements are only the minimum and additional testing may be required. The services described herein will be performed as needed and billed on the basis of time and expense as outlined in the maximum hourly billing rates by job classification included in the Work Authorization. We estimate the Time and Expense charges to be approximately $4,550.00 for the inspection services outlined above on a one time basis, and you should budget $800.00 for soil and material testing. Buster Heitman agrees to provide to STI or arrange for appropriate certifications from other firms and to include provisions in their construction contracts to back charge their contractor for the cost of STI services which may be required for re-inspection or re-testing of facilities which failed to meet the required standards. Billings for said re-inspections will be carefully identified on STI's billing to Buster Heitman. Buster Heitman will be responsible to back charge their contractor. It is also understood that no work shall commence within any portion of the proposed Spokane County Right of Way without first obtaining a written permit and approved plans from the County Engineer. It is also understood that any project facilities constructed without adequate inspection and documentation by STI Northwest will be removed and reconstructed in accordance with approved project plans and Spokane County Specifications, or STI will not be responsible for project certification or submission of record drawings to the County Engineer. Accepted: STI Northwest Accepted: B r Hei n by: by: date: date: - 7 ~ OO INLAND PACIFIC ENGINEERING, INC. 707 W. 7th Ave., Surte 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844 ~ TO: Spokane County Engineers October 9, 1998 1026 W Broadway DATE: • Spokane WA 99206 I.P.E. PROJECT 98444 PROJECTNAME: Shelley Lake lst " ATTENTION: Description , El Xerox Prints 0 Copy of Letter ~ 0 Original Drawing El Contract Documents El Work Authorizarion El Report F-1 No. Copies Description 1 Daily Inspection Reports #1 Through 08 for the period of 9-14-98 through 10-8-98. PUIPOSe , Information 0 Review & Comments ~ Per Your Request D Written AFproval ~ Signature & Return 0 Remarks Signed: Shannon Barratt cc: Buster Heitman, Landmark Builders D \7RNS1,fT.PM5 • ~J TNL,AND PACrFIC ENGINEERING, TNC. ~ 707 W. 7rh AVE, Suife 200, spokane,'V4'A 99204 {509} 458-6840 Fax: {509} 458-6844 T(3: 5pokane County Engiineers I026 W Broadway DE3,TE: Dctaber lb. 1998 Spokane WA 99260 9$444 I.P.E. P1~CD~CT ATTENT'IOiN: PRaTEGT NANffi: she].lev Za ke I DeSCr1p$1dn Xerox Prints ~ Copy of Letter - Q ~ C}riginal Drawing 0 Contract Dvcuments ~ ~ WQPIC AlifhC111Z.atkiJI7 1 ""T Report ~ No. CDpieS DeSGI'ipti[)i? ~ Dairy Insgection Reports #J through #10 fvr the pexiod vf 10-13-98 through 10-14-98, Furpose Information Review & Comments ~ Fer Your Request ~ Written Approval Q Signature & Retum Q RemarkS Slgned: Shannon Barratt CC: Buster Heightman, Landmark Builders D \TRlasmrr PM.s ~ - 7~Ti]T7~TF`Ty J, TA~f7~~'C. ~ ~~-r A!'~7~Tl~ll' 1L,~ 7T"~ ENGl! V~' i'~LA V ~ 11~ L.z~l.ND pti 707 W. 7th Ave, Suite 200, 5gakane, WA 99204 (509) 458-6840 Fax: (509) 458-6$44 TO: ipOKANE COiINTY ENGINEMLS 1026 W Braadwap . DATE: Oc~~he~ ~3, P9~8 - Spnkane WA 99260 I.F.E. PRD]ECT .9844~ A'I"1`ENTIQN: FRO.TECT NAME; Shelley Lake 1 DeSCxXpt1on ~ Xer+ax Prints ~ Copy of Le#ter ~ ~ t3riginal Urawing ~ Contract Dvcumentts 0 Work Authorization Eg Repart ~ 1Vd. CQpaes Descriptiorz 1 I]ai.Iv Inspectian Reuort #11. For the periad of 10-2I-9$, Purpase ~ Tnforrmativn E]Rewiew & Communents , EJ Per Yvur Request Written Apprawal ~ Signature & Return ~ Remarks 5igned: 5hannan Barratt cc; Buster Heitman. 7andmark Builders iD VTRT251NT PMS ~ COPY INLAND PACIFIC ENGINEERING, INC. 707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844 TO: SPORANE COIINTY ENGINEF.RS 1026 W Broadway DATE: November 6, 1998 Spokane WA 99260 I.P.E. PROJECT .9R444 ATTENTION: PROJECT NAME: Description Fal Xerox Prints ~ Copy of Letter Ej 0 Original Drawing 0 Contract Documents 0 El Work Authorization Report 0 No. Copies Description 1 Daily Inspection Reports #12 through #13 For the period of 10/29/98 through 10/30/98. PLlIpOSe Fml Information ED Review & Comments ~ Per Your Request E3 Written Approval 0 Signature & Return ED Remarks , Signed: Shannon Barratt CC: Rtistar Hpig}itman, T.andmark Rtzilrlnrc D \TRNSMT PMS INLAND PACIFlC ENGINEERING - TRAhlaMITTAL 707 W 7th Avenue, Suite 200 5pokane, INA (549)458-684A Fax: {509}45B-E844 TO: Spo~sane Cvunty Utilities Dept. ~~D~ATE:<N vvem~er~ 9,.,~~998 ~ ~ • , ot ~026 W. '~roadway ; ;x •F~ 'f Spokane Wa. 99260-0170 1. PE, C. PRDJ E~CT 98444,'~~ ~ Y`ATTENTI0~~1: Gerae Repp '~~aJEG'~AME: -St~~y~Lake I Addition PF~09E~CT . . . • < , 0 ot . . „ . , ~DLSCrIptIOn: El Xerox Prints 0 Capy af Letter ■ Recard Drawings Q Original Drawing 0 Cvntract ❑ecuments 0 Cl Work Aufhorization 0 Repvrt ' 0 No Cnpies E3escrr'ptron 1 set (3 af 3) 5ewer as-buift drawings, mylar 2 sets (3 of 3) Sewer as-built drawings, bond copies _ Purpose ■ Information 0 Review & Cmmments 1 Per Yaur Request ■ Written Appraval E] Signature & Return Remarks Gene - Per our discussivn East week canrerning this praject, I hawe enclvsed acopy of the recard drawings and #wo band copies fve yaur files. If yau have any questians, please feel firee to give rne a call. Thank you far y+QUr cooperatian arr this project. cr~ ' ~ Signed. INLAND PACIFIC ENGINEERlNG, INC. December 10, 1998 TFE VVD #98444 1VIr. Buster Heitrnan Landrraark B uilders 8225 N. I]iaision 5pokane, Wasriington 99208 Re: Shelley Lalce 1'1 Addition Street and Drainage Puneh7ist Dear Buster: This letter transmits a list of streef and stvrm drainage canstruction items far the abowe referenced residential development that were observed dua°ing a field inspection performed an December 10, 1998. The items kisted belvw either have nat been campleted, or are cRZZrenfly in non-conformance wsxh the approved pralect's plans and specif catians and applicable Spvkane Caunty Standards far Road and Sewer Construction. This letter is based on iterns abserved during a site r+isit an I]ecernber 10, 1998 and is limited tv areas of the iriaprovements vahvsa adequacy could be uisually detarrnined at trhe time of aur visit. The aErsexcce of constri.bction iterns frvm this list in na way implies that any unlisted item(s) have been apprcaved vr are acceptahle under currerat County Standards. Curbs and Sidewallcs - Sweep and backfill all curbs. Ponds and Storm Drainage Sfructures Pands `Q', `R2', `Ft3' and `R4' requare grading ta meet the pAaa set requirernents for pond bottam area, degfih and pond va1ume. - The apran in pand `2' is being underrnined by erosion. The apran raeeds ta be faackfilled and the erasiQra con#rolLed uintil installaxion of sod occius, - °Thie drywell in pand `Z' requires insf.allation of #ilter fabric betwween the fraa,ne and grate. If yvu have any questions vr concerns regarding any of these issues, please give rne a call. Sincerely, Znland Pacific Engineering, knc. - Z.-l- za~ 7 vhn E. McKervey, E.I.T. cc• Bob Heitman, Heicman Construccian 707 wes:71h . 5uite 200 aozo Lakewood Drive • 5uise 205 5pokane, WR 99204 Caeur d'Alene, ID 83834 504-458-689(] • FRx 509-958-6844 208-765-7784 • FAx_ 208-769-7277 . . • ~ . ~ INLAND PACIFIC ENGINEERING, INC. December 10, 1998 IPE WO #98444 Mr. Buster Heitman Landmark Builders 8225 N. Division Spokane, Washington 99208 Re: Shelley Lake 1" Addition Street and Drainage Punchlist Dear Buster: This letter transmits a list of street and storm drainage construction items for the above referenced residential development that were observed during a field inspection performed on December 10, 1998. The items listed below either have not been completed, or are currently in non-conformance with the approved project's plans and specifications and applicable Spokane County Standards for Road and Sewer Construction. This letter is based on items observed during a site visit on December 10, 1998 and is limited to areas of the improvements whose adequacy could be visually determined at the time of our visit. The absence of construction items from this list in no way implies that any unlisted item(s) have been approved or aze acceptable under current County Standards. Curbs and Sidewalks - Sweep and backfill aJl curbs. , swEet' + 3RcKrl►.1l-rrD oN //"ti/99 Ponds and Storm Drainage Structures - Ponds `Q', `R2', `R3' and `R4' require grading to meet the plan set requirements for pond bottom area, depth and pond volume. ooseQve o Gxa n rNa pEQ rke Pt4N ser o N~//_%19 y - The apron in pond `Z' is being undermined by erosion. The apron needs to be backfilled and the erosion controlled until installation of sod occurs. oQsBRveo dAtX~/L~60 D/1l /y/y y - The drywell in pond `Z' requires installation of filter fabric between the frame and grate. OQScKvSD f'jLTE& FAQRlL, /MST,ILL.ED oN //-Y/9 c, If you have any questions or concems regarding any of these issues, please give me a call. Sincerely, Inland Pacific Engineering, Inc. ' John E. McKervey, E.I.T. cc, Bob Heitman, Heitman Conshvction 707 West 7th • Suue 200 2020 Lakewood Dnve - Su+te 205 Spokane, WA 99204 Coeur d'Alene, ID 83814 509-a58-68a0 • FAX•509-a58-68aa 208-765-778a • FAX 208-769-7277 INLAND PACIFIC ENGINEERING - TRANSMITTAkjtiFe~ 707 W. 7th Avenue, Sufte 200 Spokane, WA (509)456-6840 Fax: (509~58-68A4 ~c0" ~`99 9 TO: Spokane County Public Works pATE: February.40°,1999 ~<J••„ , ~NG~NFFA • , , ~;:r~:;..., 1026 W. Broadway . . • t ~ x•;°~.t>:., , , Spokane Wa. 99260-0170 ,I:F{E.C. PROJECT # -98444 h." ':,~t' , ' 'w,i • ATTENTION: Bill Hemmings PROJECT'NAME:.,.Shelley L.ake 1st_ t. : Addition ~PROJECT 1750 A Description: O Xerox Prints 0 Copy of Letter ■ Record Drawings ■ Original Drawing ❑ Contract Documents 0 O Work Authorization ❑ Report O No. Copies Descripfion 1 set (3 of 3) Mylar street and drainage "Record Drawings" 1 sets (3 of 3) bond copies of "Record Drawings" 1 submittal package with report and correspondence Purpose _ ■ Information ❑ Review & Comments O Per Your Request ■ Written Approval ❑ Signature & Return Remarks Bill - Please review the above mentioned information. Please note the submittal letter and bond reduction letter located within the front cover of the three ring binder. If you have any questions concerning this submittal, please feel free to give me a call. „AS-Lullts„ Robert L "Buster" Heitman 1r ApplPE-1750A -94 ~cant Signed: u~~~ Robert L°E3uster" Heitman 1r SHELLEY LAKE 1 ST ADD PUD 24-25-4 T&RDate Prelim. Review Hearing Date 452459141 E. CONKLIN, W. STEEN jg Lou No / 25 LOTS - 8.14 ACRES (ENGINEER'S DEPT) - Plat File. 7 ~ INLAND PACIFIC ENGINEERING, INC. January 19, 1999 SPOKANE • COEUR D'ALENE IPE# 98444 Spokane County Engineers Office West 1026 Broadway Ave. Spokane, Wa. 99260 Attn: Bill Hemmings, P.E. RE: Shelley Lake l s' Addition - IPE Construction Certification Package Deaz Bill: Please find the following information which is intended to be used by you in the certification and acceptance process for Shelley Lake 1 S' Addition. 1. A three-ring bound set of inspection and testing reports for the work constructed. Included within this binder are the following sections which document the scope and nature of the inspection work provided. A. Conespondence B. Test Reports C. Daily Reports 2. A set of mylars and two bond copies for your files. Please note that these mylazs are new mylars ("Record Drawings") and should replace or supplement the mylars that you currently have for this project. It should be understood that this submittal provides certification for the initially constructed items associated with this project. This certification only implies that the items shown were substantially built as designed, and only valid the day the as-built survey and visual certification were performed by this engineer. This certification makes no guarantee that other construction activities associated with overall plat build out such as home builders or new home owners have not in fact dislodges, destroyed, filled in or in any manner affected any of the items certified. It should be noted that this letter does not relieve the contractor or developer from the warranties implied within their bonding documents. Should you have any questions or comments related direcdy to the certification package submitted please do not hesitate to call. N Sincerely, GpUNN ENGINEERS O,~ ~ G Inland acific E' eering Co., Inc. p`~ 'c/C ~ c.~Q OFFICIAL PUBLIC DOCUMENT F ~ ORIGINAL - , "AS_~UII.TS" ~ Todd R. Whipple, P.E. CERTIFIED RECORD DFiAWINGS President ~Ri~JFCT #:_L SO A 707 West 7th • suice 200 [~ATE /•1CCEPTED: ~'Y'f~9 Spokane, WA 99204 509-458-6840 • FAX: 509-458-6844 1 ~CD NORTHWEST - oFA sarLs, rEsr►rvG & rNsPEcrronr February 10, 1999 STI W t]. #98444 Spokane Cvunty Engineer's Office 1 025 W. Brcradway Spakane, WA 99250-4170 - Attrn: Bi11 Hemmings, P.E. Re: 5helley La'ke - r' Addition, P1750A. Bond Reduction Request Dear Bill, All wQrk fnr the cvmpletian taf Shelley I.akc 1' Additivn has been constructed in substantial canfarnnance with the plan set and specif cations. At the request af vur client, Robert Heitman Jr., we a'equest a release af al1 associated construction bvnds far any related wark associated with this project. If you have any questions cvncerning this issue, please feel free to cantact me. Sincerely, STI Northwest A F3ruce A. Haward Principai cc: Rabert Heytrrian dr. J Mwm,cnxsXss"a\bona,M=nm lattff wya 707 W. 7th Avenue, Suite 200 • Sp❑kane, WA 99204 • Phvne (509) 458-6840 • Fax (509) 458-6844 Page 1 of 2 . •+R Wayne McGavran From: John Hohman Sent: Friday, August 11, 2006 8:03 AM To: Wayne McGavran Cc: Alysa Wiyrick; Henry Allen Subject: RE: Updated list of projects needing response to recommendations Ok to all on list. Thanks. -----Original Message----- From: Wayne McGavran Sent: Monday, ]une 26, 2006 10:33 AM To: ]ohn Hohman Cc: Alysa Wiyrick; Henry Allen Subject: Updated list of projects needing response to recommendations John, Shown in the table below are the latest projects awaiting a response to our recommendations. Please see the e-mail pertaining to each project or ask us if you need more information. SP-811 UR.3.5 Single Residence Close project with no further action required. ' a , M Close project with no further action required. BSP-0064 Bonuccelli Marieta @ Sullivan Continue to monitor to insure swales and sidewalks are constructed per plan. Bond is still active. BSP-0077 Decker Distribution Center Bond was closed and due to length of time that has passed, consider this project closed with no further action required. SP-1320-03, New Plats No public works concern exists. SP-1321-03 Therefore, remove from surety • and SP- spreadsheet and consider closed. 1324-03 PE-1504 Hanson Center East Consider this project closed with no further action required. BSP-04-04 Donwood Consider this project closed with no further action required. PE-1899 Aleffi Addition Complete swale along 8th and remove fabric from drywells. Once this is done consider this project closed and send letter releasing the warranty bond. PE-1871 Christin's Addition Correct items on latest punch list. A 8/14/2006 Page 2 of 2 letter was sent to Mike Rupert detailing corrections needed. Once this is done, close project and send letter releasing bond. 8/14/2006 . f ° h " ,J DRAINAGZ/ RIEPV RT for Shelley Lake - V Addit1on Spvkane Cvunty, Washiagtori - Oet4ber 23, 1997 RCc ' CEIVED NOV 2 1397 Prepared by: Spol(RNE COIINT"V ENGINEER Inla►td Pacic Engirreerang Compcrny 707 W. 7th Avenue, Suite 200 Spvlrtrne, WA 99204 (509)458-6840 This report has been pre,pared by Janelle Pae, E.I.T. a.nd the staff of Inland pacific Engineering Campany under the direction of the undersigned professional engineer whvse seal and signature ap~ear nereon. SPOKAi rE GklOi :T'i EN\]3NEERS OFM^IYsC ~ ~~I r," I N A L ` ► PRQJECr ~ 0 su13MIrTAL 4 - ~ ~aE~`~!RPJ `~O C0~.'Ni Y ENGI!~EER 25462, EXP1RES 9/24 f Tadd R. Whipple, P.E. > - e Drainage Reporf for Shelley LaEce -1St Addition - Shelley Lake I" Additian is parr of the Shc1Pey Lake PLTD Plat and has been incPuded in the original Shelley tak~ PUD Plat Drainage Report vvhich was campleted in June, 1996 and apprQVed. This report is being written as an addendum to the original drainage report for the 5helley Lalce PUI7 Plat. Please refer to the origina! drainage report for reference if needed. Enclased is a cvpy of the vriginal basin map used for the Shelley Lake PUD Plat. Pvnd J,14cated on 5' Lane between Rotehfvrd Urive and She11ey Lake Lane was +desigted to harddl'e the stotmwater runoff fram ShelPey Lake 1' ,Addition. Copies of tfie suiaunary tables frorn the ariginal drainage repvrt, and the bowstring ca2culations fQr Ponri J are also inctuded. Pond T collects and disposes of ruraoff frvm basins H, M, O, °Q, and R. The `208' wvtume required for these basins is 2,757 cubic feet, ar 5,514 square feet vfpond bvttvm area. The required bvwstring Volume is 2,185 cubic feet with three Type B dryvvells, or 4,370 square feet of pond bottam area. Therefa$e, `20$' volume gavens, and Pond J zs required to lave a minimuan of 5,514 square feet vFpond bottom area to handle the `208' ireatment for basirts 4 M, 0, Q, and R. Pond J was originally designed to pravide 5,555 square feet of pond bottom area. However, with cansttruction only 5,155 square feet was pravided, 400 square feet less than designed. Therefore, this 400 sguare feet needs ta he provided eIsewhere in the basins. We psvpvse ta canstruct twa small intermediate `208" pands withi,n Basin R rn Shelley Lake I°` Addi#ian to provide the necessary 440 square feet ofpand bvttam area. These two pnnds wi11 be lvcated between Lnt 11 and Lot 12, and bef.ween Lat 9and T,ot 10, all 1ocated in Black 2. 'I'hese ponds vvill prvwide xhe necessary d" of `208' treatment then oVerfiow back Intv the street and continue dvwn the guttes to Pnnd J for drywell infdtrativn. The ariginal bowstring r,alculativn fvr Basin J remains the sarne and requires 2,185 cuhic feet of stvrage which is provided. Referencing th,e vriginal drainage repart, P9nd K was designed fvr Basin S and requin-ed 280 cutaic fe-et of `208' treatment, or 560 square feet of pond bvttom area. The bowstring requirements required 146 cubic fie.et of'starage with vne Type A drywelI. HoweVer, if Basin S were combined with Basin K Q, Q, R, and H; Fand K wvuld nat require a drywefl. Basin S is an grade with Basin R, and 'rf tfus pvnd were to f11 to 6", it wauId spili out onto the street and continue tv Pond J. Perfvrming a Bowstring calculation far Basins M, 0, Q, R, K and S cvmbined requires 2,596 cubic feet of starage with 3Type B dryweIIs. A tatal 3,057 cubic feet e#' starage vvill be provided far these basins, therefvre, Pond K does nat require aType A drywell. The asiditian of the twv intermedia#e `208" ponds in Basin R, and the calculation including Basin S vitF► Pand Tare the anIy two revisivrs being made tv tIae ariginal drainage report. These calculativns verify that the drainage requiremen#s for startnwater runaff are still bei.ng rraet. Inland Pacific Errgineerrrrg 1 Sheddey Lake 1°' Additron Enclasei are copies afthe basin omap, vicisvty rnap and saits maps firvrm the ariginal draunage report. Alsa includeci are the tables surnmarizing the basin areas, weig,hted "c„ factors, and required pond sizes snd drywell requirements I've included the original `248' and bowstring calculations far Pvnd J which ineludes basins K 0, Q, R, and H, and Pond K for Basin S. The anly new calculativn I am submitCing is a revised bowstring cadculativn for Pond J including Basin S, to demonstrate that Pond F r,an alsv handle the runofffrom this Basin S, thereby alleriating Pond K frorn needing a drywell. Inland F'acifrc E►rgi►reering 2 Shefdey Lake 1°.4ddition Tabie No. T - Paad aad Basin Summary - x: -,..gr : r-. - ~-~~b~, i-- . t~~ sr~-ae x_rx ~x.`.?~ - :~r` ~~.y~~~'~ C ' ~tY=,~£.~~ } . ~ F}✓'=` Y~ y',d, - -.-~`si~e~~sF+~ - ww+tcr:~~ . 1 ~ - x - ~r;•r~ ^ . :55 A A ~ 99755 ~ 18170 ~ 0.2856 ~ 2.29 S C I 42412 ~ 13145 ~ 0.3825 ~ 0.974 G k' D ~ 178445 ~ 34554 ~ 0.2784 4.096 lJ ~ E,F ~ 86264 13595 ~ 0.2682 1.984 ~ roo:mo p mz m~ ~ ~ mo -a -(Y F d ~ 5950 I 2335 ~ 4.4443 I 0.137 F.&F I I,r~~~ ~A8'~ ~ 4AI M; OEM OR 2~3G'l,1 ,Q".ti'~~.i f M~`T7 H N 0:Q4?I_' 1 ~}.~~I - I ~ 3C ~ 28221 14567 E 0.5371 I E1.648 I E H,M,a,Q.ri 1 ~953' 1 B-+5`.E, . 1 Om8 K S ~ 20480 ~ 6714 I 0.4008 0.461 I 9~1'.~ I C};3;74~ ~ 0171.9$ 4~8$$ 0:$~; .{16+s~ Lfs3 2 0.80 6 ~~"~`o ~ Nam i wree _ ma i momm I Ou~5~~ ~ 01' Nate, Basin A-Temp has 14593 sqft af gra►+cl @ +G`=0.50 pcr SCSVu'MG e ~side ,ari ' ~s~~~'fi~I"afe,~nets^yau's_.~'~`~a~' ~,~l~d~iiw~a'~~ ~~v ►'~lk' d~a~P~~[#'~a.'v'~~"~n"~~~ 1 { ' - L , Inland Pacific Enganeering Canrpurry D4 Shelley Lake FLat 17rairrage Report t _ E~ ; ' Table Na. 2 - Parrd and 20$ Basin Summary . , ;r -'~tri•S -r'a~.~.;.t,{` ~gs;~,:;... ~ ? i _~;~~"'..;E`~~ ii"..•. 1 .~'~"~,r ` r's , , ~t-t"~~ 7. F ~ ~r _ ~ r ~ ~ti~ £ * ' y•= '~L w;::~Y~: a ~ ~i.-~,•`~~_ ~~tl~ r. ~ ~ - . "'.i ~.2' h~ '1.' n!1 -i1"' t1..._!!!l~~~■ l i'~:' i .~q~ x1~ y y f~ • g+ , i r~ ~ ..,sa ~.a~` F1C:rt~: i..l-.. ~ ~3 s.`...,L~__r::"h~ ~'-~~~.sl•:.-~ ; A ~ A 757 1514 1905 ~ 1B . , B I C 548 1096 , 12$5 1A c f D 1273 2546 2933 1B I] ~ E,F 565 1130 1516 IB E&F I I,3 igQ"3 ~ 9 ~ Ng9~p E61 3'~~; ~I.;~ ~ H 1V IA - T _ x fi[lT 1214 1354 lA i HaMyO,QaR &M~; - K S 280 ~ 560 550 1 A ~ ~~~~91, 0 1~'RI O'f'~~iQ~ ~ A fieItl p T8PI1~ A ffl8~, Zi-;~~i~R IA ~ p F ~1 ~ irma IA Type A is a Spokatie Standard I]rywe11- Single Depth, Capacity 0.3 afs - Type H is a SpcsEcane S1andard DryweZl - Double Depth, C:apacity 1.0 cfs ~ = Swale, see swale walume spreadsheet €or Wolume ,provided catculation i- •r~ va A3~tt~bt~ K~'R7 1 f1- ;year~ ~.~'~F*.se x! _e. ~?si ~L;t . ~d'~~~.4~ ~~for,:~~~ ~ k = s n:o`f~i"7~~,~,,,,~ i . R~~-~, ..~e~"~t~l °~i61 fiti~e W~~W~;~~'~~..~,~--:~x ii4~c~~~'~ de ~,~i~ui~~~c~~~t~~~8~fa~~~a~~' i - ~ Inland Pacac Eragineering CornFanY D6 SheIley Lake Plat Draariage Repan ~ 1 a l Table rTo. 3- C:UI't3 DrDpICStCh B851n SL1131m8I,y ..i; , u•~rz~' ,,:,s-~-,.. e is ~ ° '~r-K Frr-.. , - - ` ,Y ~ ~ ~ :T.Y " d-° . ~i~i?;., ...~rl .~r „ ~v•- Y~' • ~f~l~ll~ f~.r.: s~ ~ :aca*. _ .:3'nyh7 ~~s=~ • ai. , ;f ~ ~°~4~. y~r . , $ /~~,..r.''~: ` - '~."u~~p~a' } _ `r~ ~ ` ~ .4 • =-rf^ ~ Sr°".~[ 4, ~;'fi'K~~ a . 1~• F'~! / ~~~f • • • V _ t ? " 3 F 2 YI ~'~A'.~ c D [3Ii gI"dde - 'ls tr Un grade r H N UTl gmde - - C[lI].kllil Rd - • QIl gT'dde ; 4th Avenue - vn grade J H,M,O,Q,R - on gxade & sump , - Fer SpoEcane County Guideiines curb dmps in a sump condition har+e a capacity of 4.[} cfs ; F'er W5DOT Hydrsulics Manual, Grate ln1et, has a sump capacity af I3A cfs NOTE: €)nly curb drvp and grate calculatians were perfor,med far thase cases K - "On Grade't, 'curb drvps and cafchbasios in sump caadition are assumed fa handle 4.0 cfs. ~ ~ ~ - ; , ~ Tnland Pacrfrc EngineerFng Cor,npany D7 Shet[ey Lake F1Qr IJrairutge Repnrr I Shelley Lake, PUD Pand and 6asin Sumrnarv , Pand FSasins ITotaI Ilmoerv IC 15um Ac a JA I 99755 181701 0.28661 2.290 B Ic 142412 131451 0.38251 0.974 ~ c I a 178405' 305501 a.zra~ 1 4.096 D f Et F $6260I 135951 0.26821 1.980 E I I& Off B 1 448721 215501 0.51021 1.030 F 11 I 59501 23351 0.44431 0.137 E&F I 1,J &Qff B I 683381 238851 0.4121 1.569 ~ 'G2 JG2 1 232711 43781 0.2911 0.534 H N I 219761 145801 0.64761 0.504 . I x 1 282211 14567. 0.53711 0.648 J IH,M,D,Q,R l 3'13953 66'172 D.?~~081 1 7.2i~7 K is 1 20080 67141 0,4008I 0.461 ~ A Temp !A temp I 291391 145931 0.52561 0.669 _ - Gl IG1 I 124281 4{]071 0.3918 0.285 ~ L Ig I1061011 317161 0.3 ► 42 2.436 M p IJ,T I 461981, 438881 0.8625 1.0611 N Iv I 165321 157051 0.$625I 0.380 ~ - p IP I 490451 114381 0.32491 1.126 p - - ~ 1 I 6 ~ - . v - i j { ~ ~ i ~ ~ ! Sheliey Lake, PIJD ~ Runoff Coetficient Galculativns _ Basin I Tota[ Impervl C"ISum Ac A 1 99755 181701 0.28fiB 2.290 ~ B 1 1061011 397961 0.3742 2.436 c 424121 131451 0.38251 0.974 D 1784051 305501 0.27841 4.095 ' E I 311651 65651 0.30801 0.715 ` F I 55095 1 70301 4.24571 1.265 G 1 1 124281 40071 O.3918I 0.285 , G2 1 23271 I 43781 0.29111 ❑.534 H I 281701 6888I0.3334I 0.647 - - ~ I 273561 215501 0.74081 0.628 ~ I 59501 23351 0.44431 0.137 ' K I 01 01 rRRI 0.000 combine~ %Mth P m I 848011 128631 0.2638' 1.947 N ~ 219761 145801 0.647e 0.504 Q ~ 333701 71701 0.31111 0.766 - p 1 490451114381 0.32491 1.126 Q I 602121 186761 [}.3826I 1.382 R ~ 1074001 20576 1- 0.29371 2.466 . S ~ 200801 67141 0.40081 4.461 T I 10670I1-o137 I 0.8625I 0.245 u I 35528I33751I0.$s25! 0.816 v 16532 157051 0.86251 4.380 vv 16532 9919I 0,6000I 0.380 x 282211 145671 0.53711 0.648 Dff A 1 538351 01 0.15a01 1.236 off g ~ 17516 01 0.15001 0.402 A Ternp 29139 14593I ~1.32531 0.669 . . TataEs ~11949651 3370221 0.36151 27.433 f - - - ~ • - J , _ - - , • r - . d , _ - - - BOwsTRiNG METHoa PRC7JECT• 5het[ey La4ce - Phase I PEAK FLQW C,4LCULATfDA1 PROJECT.Shefley Lake - Phase I aE7EN710N BAS1N L]ES1GtV B,4SIN. iNOQRH, BA51N: MDQRFi _ 0E51GNER: YRW Tot Area 7.21 Acres ❑ATE a6124196 Imp Area 66972 5F C = 0.31 Time Increment (min) 5 CASE I Trme of Canc. (min) 9,85 Cluiflvw (cfs) 3 80 ft. Overland Flow f,7eslgn Year Flow 10 Irea {acres} 7.207 Ct= 0•15 amperviovs Area (sq R) 66172 L W 80 ft. 'C' Factar 0.3089 n = [].44 '208` Volume Provided 2717.5 S= 0 020 Area ' C 2.220 'fa = 3 88 mtn., by Equativn 3-2 afi Guidefines Time Time Ine, fntens 0 ❑evel. Vo1.fn VoLOut Stvraga ,1240 ft, Gutter Tlaw (min) (sec) [anlhr] (cts) (cu R) (cu ft) (cu ft) Z1 = 500 Fvr Z2 9 85 591 2.25 TR 5.40 3958 'M7773 2185 72 = 35 Type g = 1.0 n= 0.016 ftalled = 15 5 300 3.18 7.06 2839 9410 1939 5= 0024 10 600 2,24 4.97 39114 18[]0 2184 15 900 1.77 3.93 4327 2700 1627 d= 0 233 ft ZO 1200 1.45 3.22 4510 3500 910 25 1500 1.21 Z59 4514 4540 70 A R a Tc . Yc tQtal I ac 30 180o 1.04 2.31 4621 5440 °779 =_~-d=== - 35 2140 0.99 2.02 4649 6300 -1651 145 012 5.03 5.97 9.85 W~ 225 500 44 2400 0.82 1.82 4738 7200 -2464 45 2700 0.74 1,64 4787 8900 -3333 Qpeak for Case 1= 5.40 c1s 50 300[] 17.68 1.51 4833 9000 -4157 55 3300 0.64 1.42 4975 5900 -0925 60 3600 0.61 7.35 5148 10800 -5552 CASE 2 65 390[} 0.60 1.33 5464 11700 -6236 70 4200 0.58 1.29 5668 12600 -6932 Case 2 assumes arime of ConceMratlon fess thaa 5 minutes sv that the 75 4540 0.56 1.24 5645 13500 -1855 peak fiow = 30{3 18}(Imp. Area) = 4.35 cfs 80 4800 0 53 1.18 8885 14400 -6575 85 5700 0.52 1.15 6121 15300 -9179 90 5400 0.50 1.79 6218 76200 -9982 3v, the Peak Row for the Sasin is the greatsr esf Ihe tvaa ffQVn+s, 95 5700 0.49 1.08 84213 17400 -10880 504 cfs 100 60[}0 0.48 1A7 6699 18000 -19391 20$' C3RAPhlAGE POND CALCUfA7fQiVS , ~ F2equEre[f'2C18'5torage Volume = Imperviaus Aaea x.5 sn 1 12 En/ft 2757 cu ft V~' -i OvNa ~4- 208° 5tarage Volums Pravided 2777.5 cu R aco y~ E yL4WMgCUAtjL' ORYWELL F2EL1fJlRENiENTS - 10 YEAR DESIGN STURF - d.~ l~l.~~~ll T7 Maximum 8torage Requued by Bowstring 2185 cu ft Numher and Type af Dryrwella Required 0 Single 3 [3auhle ~ ~ ~ ~ i._.--T - R' . ~ - . ~ -..~-...f _ ~ , ~ • ~ ~ ~ BvwsrFUNO MMOo PROJrzCT' Shelley 4.ake - Phase I Fftm U~~&WIt- PEAM1C FLflW GRLCl1lAT1O7of PF;CAIECT: Shel18j1 ILlIK9 - PhdSff I DE`TENTfON BASIN DE53GN BASih1' s BRSIN. 3 OESIGNER. TRW Tai, Aren fl 48 ACres C3A1'E; 11r30/95 9mp, Area 8714 5F ~ . C a 040 71rne 1nareneclt (min) 5 CA3E 1 Tirne of Cane (m1n) 5.00 ~•;;~5 x m a - - - - - O11'fflWY [C}S) D$ 20 ft.Overiend'Flow DesIgnYeerRvrr 10 14r- (aCres) 0.489 C[ a 0.15 lmpeMoua Aren [sq R] 0714 l. - 20 ft. 'C' Fmctar 0.4008 n a 0 40 '298' Vdume Prv+vided S= 0.020 Areea • C 0185 7c ~ 1 89 min., hy Equntfcn 3-2 aS Gulddfnes ; F . . Time flme Inc. InFr,sts, q Pevel. Vcl.irv Yd,Out &taege • f , 370 n Gutter flow {min) {sgc) erslhr} {aTs) [eu R] (cu ft) (cu ft) o_aeda a- v vn- - -4s sosf.~ ..a.~. 21 a 600 For Z2 M ' S~ R 3(30 8.1 S ❑ 59 238 ~ 149 c-. Z2 - 3.5 Type B - S.0 n. 0018 Rdlsd - 35 5 300 8.48 0.59 238 90 148 6-- g g 0040 50 640 2.24 041 281 18O 171 15 9oo S i7 033 328 270 S8 d a O.t)SS fS. 20 120D 146 ❑ 27 349 380 -11 25 1500 7.21 0 22 358 450 -92 q R ❑ Tc Tc tatnl I Oc "U 30 9 Sa0 104 0,19 385 549 •1 i5 rs----- i-.s... 35 29[xl 0.95 017 330 830 •26f] 024 005 0 59 ~~~~2s53~ ~~~5 SX3 318 0.6B 44 2400 002 0.15 379 i20 -U7 45 2700 0.74 0.14 383 810 -427 ppsnk Ior Case f- 059 s!a 5[7 3000 0.68 0,13 390 9(o v1 0 ' 65 3300 0.64 4.12 402 m -558 ~ 80 3800 0.01 011 417 1080 •BB3' CASE 3 BS 3900 0.90 O 11 444 1170 =728 a. Q. a e. F 70 4200 0 58 0.17 481 126D •T98 Case 2 assum5s a Tuns of GQncen7aticm Ieaa Sharl a rttfnutes ao ftat the 75 4500 056 0,10 478 7 35G -874 paak flaw - 90(3 18)(Cmp, 0.44 etn 90 4800 O.63 0,10 480 1440 -W : r 85 5100 9.52 014 540 1530 •1IXW .f 90 5400 aso 009 508 1820 -1 S 12 Sa, ths Penk flasv Tor the Basln Is Gse greater of the trra fiows, ~3~ f. 95 8700 049 0 09 525 4710 -7 S85 Q 59 cfs 400 6000 0 48 0.99 $41 48DO -1253 F c 238' DRAINAGE POIVQ CALCfJLATIpN3 ' Recuireel '208' Storage Yotume impervfoua Ylrea x 5 fn 112 inlft 280 cca ft c • - ~=cc~ MB' StEX9901jWElRSR PfcMded CV ft ?z' ; pqYWELL REOU1RENtENTS -10 YFAfI DE5[GM1P 8TQRM f4lanirnvm Storage Required hy Bowatd ng idB cu R ~ Numbsrand Type o} Orywells Fiequired 1 3fngfs 0 Daubls INLAND PACIFIC ENCaINEERINCi r IMH. ~?„r ~ ~x BOWSTRING METHOD PROJECT: Shelly Lake Lane PEAK FLOW CALCULATION PROJECT Shelly Lake Lane DETENTION BASIN DESIGN BASIN: MOQRH 8 S BASIN: MOQRH & S 'i~:?:;~~•; 10.Year Design Storm DESIGNER: JDP Tot. Area 7.67 Acres Imp' Area 72886 SF DATE: 10/22/97 ' : i:: C= 0.32 ~Bol.sl VLS V-> ii' , z}.;;` • ~:ztNz;~~, „;ri;; Time Increment (min) 5 , CASE 1 • ~,r S~ KS , Time of Conc. (min) 9.20 Outflow (cfs) 3 20 ft. Overland Flow .;z~, Design Year Flow 10 Area (acres) 7.67 Ct = 0.15 ~k;a'..`.. Impervious Area (sq ft) 72886 L= 20 ft. ''i'C Factor 0.32 ;~az~:t?w:`'r , n= 0.40 '208' Volume Provfded 2577 +(200 + 280) upstream = 3057 S = 0.020 : Area • C 2.454 Tc = 1.69 min., by Equation 3-2 oi Guldelines Time Time inc. Intens. Q Devel. Vol.in Vol.Out Storage 1610 ft. Gutter flow (min) (sec i ) Nhr) (cts) (cu ft) (cu R) (cu ft) A „ k~ ' x Z1 = 50.0 For 7-2 9.20 552 2.34 5.75 4252 1657 2596 7-2 = 3.5 Type B _ -1.0 n= 0 016 Rotled = 3.5 5 300 3.18 7.80 3138 900 2238 S= 0.024 10 600 2.24 5.50 4331 1800 2531 15 900 1.77 4.34 4725 2700 2025 d= 0.247 ft. 20 1200 1.45 3.56 4939 3600 1339 ;z?~;~tz 25 1500 1.21 2.97 5012 4500 512 A R Q Tc Tc total I Qc 30 1800 1.04 2.55 5074 5400 -326 c=ccc=c_ f•~'`2k:•'2~':w:•~ - 35 2100 0.91 2.23 5110 s3N -1190 1.63 0.12 5.83 7.51 9.20 2.34 5.75 k;~ ~ ;;v.' 40 2400 0.82 2.01 5208 7200 -1992 ~z:~NX:"~ 45 2700 0.74 1.82 5245 8100 -2855 Qpeak for Case 1= 5.75 cfs Sp 3000 0.68 1.67 5320 9000 -3680 55 3300 0.64 1.57 5479 9900 -4421 60 3600 0.61 1.50 5671 10800 -5129 CASE 2 65 3900 0.60 1.47 6020 11700 -5680 70 4200 0.58 1.42 6246 12600 -6354 Case 2 assumes a Time of ConcentraUon less than 5 minutes so that the 75 4500 0.56 1.37 6443 13500 -7057 peak flow =.90(3.18)(Imp. Area) = 4.79 cfs 80 4800 0.53 1.30 6488 14400 -7912 85 5100 0.52 1.28 6749 15300 -8551 90 5400 0.50 1.23 6857 16200 -9343 So, the Peak tlow for the Basin is the greater of the lwo flows, 95 5700 0.49 1.20 7081 17100 -10019 5.75 cfs `,100 6000 0.48 1.18 7290 18000 -10710 ~ic l 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume Impervious Area x.5 fn / 121Nft 3037 cu R 208' Storage Volume Provided 2577 +(200 + 280) upstream = 3057 cu ft i: DRYWELL REQUIREMENTS -10 YEAR DESIGN STOR Ma)6mum Storage Required by Bowstring 2596 cu ft ^izkk,;I~ Number and Type of Drywells Required 0 Sin9le 3 Double DRAINAGE REPORT f0r Shelley Lake - V Addition Spokane Caunty, vVashington ApC11, 1998 IPE 7DB #974368 Prepared by: Inland Pacific Engineering Campany 707 W. 7th Avenue, Suite 200 Spokune, WA 99204 (509) 458-G84f1 This report has been prepazed by Janelle Poe, E.I.T. and the staff of Znland paeific Engineering Company under the direction af the undersigned professional engineer whose sea1 and signature appeax herevn. ~ , - - ~ ~ 25462~ NAL ~ ExPiRES 9/24 ~ Tcrdd R. Whipple, P.E. Shelley'L.ake 1" Addirion is gart of the Shelley Lake PUT) Plat and has heen included in #he original Shelley Lake PLD Plat Drainage Report wttich was conqpleted in ]une, 1996 and approued. This report is being writken as an addendum to the ariginal draulage repvrt for the Shelley Lake PUD Plat. Please refer to the vriginal drai.nage repart for reference if needed. EnclQsed is a cogy of thc ariginal basin map used fox the Shelley Lake PUD Flat. ~ - _ Copies of the sum,mary tables fram t~ae v~rkgxr~ drainage report, and the bawstring calcuiatians fvr Pvnd J are included in the appendix. F'vnd K, which was included ui the angunal drainage report to handLe nanoff from Basin S, has been eIirn.inated from the plans with this phase of development. Therefore, Basin S will be added ta thie '208' and Bavvstring calculation for Basins H, M, D, Q, and R, and will drain into Pend J. A new basin has beera added, Basin Z, which is created by the high point o£ Shelley Lake Lane, at approximate station 36+24. The creatian of this basin decreases the ariginal sizes of Basins S a.nd Q. Therefore, tvvo bowstring calculatians are included in this report. The first calcuTatian is for Basins H, M, C}, Q, R, and S, and the secand is for Basin Z. The revrsed bawstring ~aleutation far B~in req~uires 2,160 ~bic ~'eef of storage for bvwstrin ~~g r~r~irement, an ~s~ 2,793-cuhic feet of storage is regupred fvr'208' treatrnent. Therefore, 2,793 cubic feet of volume rnust b~ prvuided in the ~'trst 6" of pond depth, or 5,586 square feet of pond bottom area must ~ae rovided. Hvwever, as constructed during the initial Shelley Lake P1at construction, ,330 square feet),of storage. Therefore, we propase to canstruct fow small izaterme6ate p4nds within Basin R and one within Basin Q in the Shelley Lake V Additian Tocated on Lot 1 and between Lats 2 and 3, 4 aud 5, 7and 8, and 22 a.nd 23. T'hese pvnds wiIl prvvide the necessary 1,256 square feet of additional'208' treatment then overElaw - back into the gutter and continue dawmm to Pond Tfur drywell infiltxativn. Tn2and Pacrfrc Engineertng 1 Shelley Lake Isr flddfdiDYd 7 1 G ~ ~f- '>-?..,-T 9 Z 0 F d The only revisians being made tv the original drainage repart include the five interanediate `208' pands in Basins TZ and Q, the revised Pond J calcuiations to include Basin S, and the addition af Basin Z. These calculativns verify that tY►e drainage requirements for stornnwater runaff are being addressed. Enclosed are cvpies of the basin map, vicinity map, atad svils maps frarn the vriginal tiraixFage repvzt. A,lso included are the fimbles swnmarizing the basi.n areas, weighted "c„ factars, and required pvnd sizes and d.rywell requircments. Included are the ariginal'208' and bowstring calculations for Pond J which includes hasins M, 0, Q, R, and H. The only new calcuYat`tons being submitted are a revised bawstring calculation for Pnnd .T and the'248' bowsfirinig calculation for Basin Z. lrrlarrd F"acafrc Enganeerrng 2 Shelley Lake 1- .4ddltion BL3WSTRING METWOO PRpJECT 5helly l.ake Lane PEAK FLOW CALCULATIl7N PRDJECT 5helly Lake Lana QETENTIQN BA51A1 bESIGiV BA51h1 HMOOR & 5 BASIlV HMOQR 8S 1 G-Year Design 5karm ❑E81GNER: ,1DP Tvt- Area 7.90 Acres dATE, 011117I98 Imp Area 67[}37 SF C = 0.31 Time Increment (min) 5 CASE 9 Time vf CvnC (min) 9.98 OutFlow (cfs) 3 920 ft Overlsnd Flawr [}esign Mear Flow 10 Area (acres) 7.1 Ct = 015 Impervious Area (sq ft) 67031 L = 120 fE. 'G' Factor 0.31 n= 0 40 '208' Valume F'rvV'rded 2165 + 719 upstEeam = 2884 S= 0.020 Area " C 2201 Tc = 4.95 min,by Equation 3-2 af Guidelines - Time Tme Inc, lntens Q Devel Vof.ln VoI f7ut StQrage 103[} ft. Gutter flsaw (min) (sec) (inlhr) [cfs) 4cu ftj (cu R) (cu ft) Z1 = 50.0 For 72 998 -----598 _WN~ 2.24 4 92 3941 1794 2147 72 = 3.5 1'ypg8=10 n= ❑.09fi RoIled = 35 5 300 3.18 7.00 2814 900 1914 5= 0.024 10 EDO 224 4 93 3960 1800 2160 15 JOd 1.77 3 90 4298 2700 1598 d= 0.232 fG 20 1200 7 45 319 4478 360{] 878 25 1500 121 2.66 4536 4500 36 A R~ Q 'Pc Tctotal ! qc 30 1800 104 129 4586 5400 -814 35 2100 0 91 2.[I{I 4613 6300 -1687 1.44 0.12 492 5.01 996 2.24 4.92 40 2404 0.82 1,80 4698 7204 -2502 • 45 2700 0 74 1.63 4729 8100 -3371 Opeak for Case 1~ 4,92 cfs 50 3900 068 150 4794 9000 -4206 ' 55 3300 064 141 4935 9900 -0965 60 3600 061 1 34 5106 10800 -5594 CASE 2 65 3800 060 132 5419 14700 -6281 70 4200 0.58 1.28 5621 12E00 -6979 Case 2 assumes a 7ime of ConoentratEvn less than 5 minutes so t,hat the 75 4500 0.56 123 5797 13500 -7703 peak flrtw = 90(3.78)(fmp. Area) = 4 40 cfs 80 4800 fl.53 1.47 5835 1440[] -8564 85 5100 D.52 1.14 6070 15300 -9230 90 5400 0.50 1,10 6168 16200 -10034 50, the Peak flvw for #he Basin is the greater of the two flpws, 95 5700 049 1.08 6367 12400 -10733 4.92 Cgs ` 104 6400 048 1.05 8554 184100 -11446 208' ORAIIdAGE POIVD CALCl1LAT1pPIS Req u ired '208' Storage tlalume = fmpervious Area x.5 m 112 inlR 2793 cu ft 208' Storage Volume Provided 2165 + 719 upstream = 2884 cu ft ❑RYWELL REQUIREMENTS -'i0 YEAR aES1GN S7dRM Maximum Storage Required by Bowstring 2160 cu ft Number and Type of Drywells Required 8 Single 3 Rauble BOWSTRING MEfHOD PRO.lECT SheAy Laks Lane PFJ1K FLOW CALC€JL4T60N PRQJECT Shelly Lake Lane []ETENTIQN BASIN DESIGN B1SIN: Z @ASIN Z 10-Year Design Starm ❑ESIG1dER. J.D.POE 7ot Area 0.57 Acres DATE- 04f(]6198 Imp Area 5849 SF C= 035 Time Increment (min) 5 CASE 1 Time at Conc. (min) 5.73 vutflow (cfs) 0 3 125 ft. Overland Flow Design Year Ffow 18 Area (aeres) 0.57 Ct ° 015 ImpervPous Area (sq ft) 5$49 L= 125 ft. 'C' Factor 0.35 n= 0.4{] '208' Volume Provided 247 5= 0020 Area' C 0.200 TC = 5,47 min., by EquaUan 3-2 oE Guidelines Time Time 1nc. Intens Q Revel VoR.In Vo1 Ou8 5torage 90 ft. Cutter fltsvv (min) (sec) (inlhr) [cFs) (cu ft) (cu ft) (eu ff) _o.... Z9 = 50 0 For 72 573 344 2 98 059 274 103 170 7-2= 35 TypeB-1.Q n= 0016 Rofled ~ 3 5 5 300 3.18 O.63 255 90 165 S= 0033 10 600 2.24 0.45 320 980 140 15 900 1.77 035 359 270 89 d= 0{]99 ft 20 1200 1 45 0.29 381 360 21 25 1500 121 0.24 350 450 $0 A R ❑ Tc Tc toSal I Qc 30 1800 1 04 4.21 398 540 -142 35 2100 0.91 01B 402 530 -228 0.26 0.05 0.59 0.66 5.73 2,98 0.59 40 2400 82 6.16 412 720 =309 45 2700 0.74 0.15 416 810 -394 Opeak forCase 1= 0.59 cfs 50 3000 0 68 0.14 423 900 -477 55 330[] 064 0.13 436 990 -554 60 3600 0 61 0.12 452 1080 -628 CASE Z 65 3900 060 ❑.12 481 1770 -689 70 4200 0 58 0.92 Sao 1260 -76[] Gase 2 assumes aTime of Cancaerotration Iess than 5 minutes so that the 75 4500 0.66 0 11 596 1350 -834 peak flavv = 90[3 18)(Imp Area)= 0.38 cfs 80 4800 053 0.11 520 1440 -920 85 5140 052 010 541 1530 -989 90 5400 0 5C1 010 550 1620 -9070 So, the F'eak flow for the Basirr is the greater of the twa flows, 95 5700 0 49 010 569 1710 -1 141 Q 59 cfs 100 SflaO 0 48 010 586 9 800 -1214 208` DfiAINAGE P{7ND CALCULATIONS Required'208' Stvrage Vvivme = Impenrieus Area x.5 in 142 1Nft 244 cu R 208' Storage Valume Provided 247 cu R QRY4NELL REQUiREMEtiTS - 30 YE,4R DE51GN ST{] , Maxirnum Storage Required bp Bawrstdng 170 cu it Pfumber and Type vf Drywells Requ[eed 9 Single ❑ f]fluble _ .1:r.. _ _ r ri.._._. _ _ . _ • • - . ' • . . __.r_.._.- ' • " - • .....<.z BOWSi'RIkQ METHaB PRQJECT: 5heilay take- Phaae f PEAK FLOW CALClLATI[3N PRD.IEGT: 8hatley dake- Phnse I 6E"FEi+1fi4N BASlN DESIGN BASIN: J . eA81N: J • y; ffE51QNER. TRW Tet. Areq 0.14 aeres @Al'E• 7 rMJ9s Imp Area 2335 SF C + 4,44 ' i ` Ttme Inorement (min) 6 CASE 1 ' - _ TfrrES of Cana (min) 5.00 =-a--a= Outdow (efs) 0.3 2t? ft. Overfend Rrnv ; 8eslgrw Yaer F1ow tp nre& (aorm) 0.137 Ct ~ 0.13 Imper+AQUa Area [aq R] 2395 L - ft. ~ ~ 'C' Factor 4.4443 n ~ 0.48- ;'20e' Vduma Pravidad S. 0.020 Area • C 0.DS1 Tc . 1,59 min, 6y Epuntlen 3•2 a! C3UIIdelines • ~ t Tlms llme Ina. Intena. O bevel. Vd In VoP ou! 8tanga m n. Guttedtow (m!n) (sec) pnlhl {s:la} {cu s!) (au St] [t] 1 r' -s-wssss ww-sa- -es--a Zl • 60.01 For za • s.00 300 3.18 0.19 7e eo -12 Za • iypa s • 1.0 n. 4.078 Rdled - 3 5 S 300 3 18 019 78 90 -12 t:,.. 5. 0.020 10 BLIO 2.24 0.14 99 $80 44 - l5 9W 1.77 1711 108 274 •162 d i I7.070 R 20 S 2[30 1.45 009 115 3ea •245 ~ 25 15oo 121 0.01 i 1 B 450 -332 A R O Tc Ta teta1 I 00 30 1800 1,04 p,Ca 120 540 42S} ~ 35 2100 0.91 0.05 122 039 _6Q8 013 0.03 a.l8 l 083 500 318 019 . ~F 40 2400 0 82 0,05 725 720 -695 45 2790 0.74 0.05 728 S!0 -99d Opeak ler Gue S= 4.f9, cfa 50 3000 Ef B8 0.04 128 9a0 •778 . k 55 9900 0.84 0.04 733 9w •851 . fi0 38DD 087 0.04 137 1060 $43 CASE 2 B5 3970 0.80 0.04 749 1774 -7024 . a=•sa= 7[) 4200 0.58 0.04 152 1200 -itUC Ceae 2 aasamea e Th'nn d CcsrssCert4~tflan lesa flian 8 mfnutes ao fhat tha 75 4500 0.58 0.0.9 157 935G -1193 peslt Avw -.90(8.18)(hPIF• AP9~tl ~ i 0.15 c}e BQ 4800 0m 0.03 758 1440 -1282 &5 5160 0.62 0.0.3 i8S 9S30 -1356 ~ 9C1 6400 0.50 0.03 187 9828 -1453 So, [he Penk 11aw tar the Besfn 6s NO grenier of !he trva AoweM 95 6700 0.49 003 173 1710 -1w 0.10 cfa ~ 100 am 0.48 0.03 778 f8w -7022 . , ` 208' []RAIhlA[3E PdNb GALCULATIDH9 ~ ReqvYred '208' Storaga V"alurne , - - Imparvloue Area x.S In 1 12 InIft 87 cu R 208' Stoenga VoEume Ptrnfided cu h F? pRYYWEL4 REOL+IREMENT9 • 10 YEAR QESIGtJ 3Tt3RM Maximum 8taage Required hy Bawstnng •ta cu rt ' Numher arsd Pype ot Drywells Required 1 Sirsgle 0 Dauble INLAIVQ RAG]FIC ENGIHEEF1iHCi ~ . ~ ~ ` f ' Tab1e Nn. I -Pbnd snd Basin Summary ~ ~ . , ~ . , , r . „ .N{ ~ , ~ ` ° ~.+~,f' ~~,r, . -RY WUNAA 1"v~ -:;'s , ' ` j r ti} 5 $y~•y~ ` ~ • F ' y 4 , w } ~ • ` "ch,~`~~~.`~) L~C~ PoIId'~'`^~ ~,~t'y~, " , k\~~~• ~\~~~;w• ' @ u (S~i hL.t~ ~h~ , , : ` ; • 4 ,:c~oSO,.,7~ k ~ ~AC6 : ~.2.t }~,A4K7dK£ .i~id °.iry 1e1 I Oel I 99755 18170 I 0.2865 ~ 2,29 B I C I 42412 13145 I 03825 I 0.374 -t-~ C I D I 178405 ~ 30550 ~ 0.2784 I 4.096 - D ~ E,F I 86250 13595 ~ 0.2682 1,980 E "59 F I J ~ 5950 2335 I 0.4443 0.137 E "`X ' x• } - C, 1` ~?~a 49a7 P:$A N ~ ~7.~ X ~ 28221 ~ 14567 I 0.5371 ~ 0.548 i ` H,n''g,O,Q,H 907,~2~ I 0.3i 2 t { K ~ S 20084 I 6714 I 0.400$ 0.461 ; L ~~.~.~o;i f B-,l I i10- ~ 0.3.'2 : . m 1[,►,T~ b~I"'& ~t3$8~ i9:8b` ~~,~-5' .i~G~3 - , : Cl.~1~2f~ ~ A~,;~~~~ NaM Hasin A Temp has 14533 sqft of gavel ur C=O.58 er 5CSW'MG ' ud' c r ;Ef`' _IS m`ni. ' -•'s~ + ~ , ~ _ , _ •'a`.•, •'s j'• ' •a: ' Y.'"`, . ~ ^ ! • ' - a _v~~t~~" ~ ~~."r':^... .~#.i~"~'~~rstagsv~~G:~~rF.'P'~~;s~~ ~s'~ .-•1`~;~ _~~N . .~~~'.":~a.~:< 1_._~~~p~, ry~~~A°~;~.,5~a _ ~ , ' • ' • ` + ' ~ InFand Paelfac Engrneering Cornprfrcy D4 ShelCey Lctlce P1ut Druinage Repnrt ~ ~ 0 's ' Table No. 2 - Pond and 208 Basin Summary ai - ~ ~~~~~~~~`~`Si ~ • { ~hG~~~ r, x• ~ , , . ~ °4. ~s• + a'r.Y . ~ 't~ ~'v~`~'~.Ng~N• ;'4 E c~~ :;~~l,d ° 6~F`~B~s~n~~ ~ SOume ` r los -100`w ;};•YW , '1P'' F i~ ka ~ + ~.v`~\~ 5 ~ {~~3. ~ t \ E~ • ~i '~Q~Yj;~d'45~<„ ~ ~ ~ ' ~ ~ , ~ 'f~ ~F/>F o~~' ~ v 'n, w,~~„\•Y y.~, ~pl u ,O,c .r , ~'~i.' » k'' ~ ~ ~ ~ • t k t~. r'- : :2 2r. ~ , `s' j • 75 l~ p y 5T 1{y l 1 A e =Y ~./A~ ! ~I~d • A~ . " ~ ~ r= B C 548 1096 1285 IA ~ - - - , C ~ D 1273 2546 2933 I$ F D E,F 565 1130 ~ 1516 ~ 1B i ~994 E&F I,~ Ot, ' ' :5 _6~ rA ¢ 2 ~ ~ ~ - H N MA a M IA I x 607 1214 1354 lA HsM,O,QaR I ' ' K s 280 560 1 560 IA ~ , ~ yr.~ s. A Temp Temp A MAI 1A ]P F lA - " Type A is a Spakane 5taudard Drywsll - Singie L7epth. CaPacity 0.3 cfs ' - Type B is a Sgokane 5tandard I]ryvvell - T3auble Depth, CaFacity 1.4 cgs ' _ = Swele, see swale voiume spreadsheet for Wolume pmvided calciilation MM~ iO~;~~~4 ' a~`--~ - • ~ _ z _ . ~ ~.;~a~; ' ' ' - • ~ y _ Inlunr! Paca;~CC Engineerin$ Cornpany D6 Shelley T..a1ce P2ut Drainage Repart ; ~ Table 11Io. 3 - Curb DroplCatch Basin Summary +'.-°~,.~a, P el ~'~:~.~-~.r~.~-~.~._~'~ ~'~.k~~~.~ . • , ~.4:- =~•';.~=y~„ 'f,"'' .r~.a"s3a"~a'rd1 Rj^- '{+"Y~~ t " ,M~, , .r_ . _ .--~~.r--.: 1 ~Il,'.fy . _ . Y'• • ?f ` ~~.x; ~sri p •~~i ` yF~ ~•r-; _ r t 3.;.r.- - F`p . , ~ ',~~OIY~~~V _ - s ~ ~ • 3 ~.Y: i c D _ 011 gPBde ~ ' . G G Qn graCIe ~ H _ N QIP gIilde ` ~..`!]P'➢klln Rd - oH graCIE - 4th Avenue - on grade J- H'M,O,Q,R ° I an grade 8c swnp Fer Spokane County GuideIines curb draps in a sum,p condition havc acapacity of 4.0 cfs Per V4rSDDT Hydraulics Manual, Grate inlet, has a sump capacity of 13.0 cfs ~OTE: Only curb drop and grate calculatians- were performed far fhose cases "On Grade", curb drops and catchbasins in sump cvnditiom are assumed ta handlc 4.0 cfs. ~ • ' . - ~ • , ~ -t,:, ; • • r' . . ~ . - . lnland Pacific Engineering Gompcany D7 Sheldey Lalre P2ar f7ruinage I2eparr ~ I%* i ~ r r log` Cat Stie[ ~e~ L--e,-Jz~ r ' I7.C]8 r 12-(~Cy F f ~ ~ } Vo"~ I P, f 7-o4 1~ z ~ ~SZE; 5s7-1 141 zqb 3ao ~5545 148 zq(, Ono -7Za +sO I ~ rtcDTlkL !ZOS' SF FRou1~ 59 SF 1 " i ~ ~ ~ ~ ~ • ~ . ~ I I J ► ~ InI 711 d 1 ~ MEMO ❑ PROJECI' gkeJl I P aCif Ic GALC. C7 JQB NC]. RSHEET OF ~ EngII1L'eI"Ing MEETING ~ BY 09V-LE3ATE 4116,19p, wegt 707 Tch, suicE 200 sPokahe, wasnir,gean 99204 OTHER ~ CMK'C3 BY DATE ~ ~ ~ , 509 45a-6e40 Fax Na. 609 4sa-6844 CURQ INl.E7 CALCS9LATI6N$ - SHELLEY LAKE 78TADDITION Curb inlek [3epression = 2 in Standard Curb Inlet Length = 4 R. Upstrearra 10-Yr Guttar Roughnesa Reciprocal Depth Length Curb Inlet [mpeniivus Peak Flow 51ape Coeff. Cross slape vf Fiow Required 5utrSasin 5tation RIL Area c.f s 5 n Z 71n d' Qa1La"' CL'(QalLa) Remarks R9 24+55 L 2373 016 O.f]D80 [].0160 50 3125 007 U52 102 Need 14' curh drap R2 39+04 L 2195 0 14 0.0080 00160 50 3125 007 ❑ 05D 2.87 Neeci 1-4' cur6 drop R3 31+48 L 3574 023 00190 00160 50 3125 0 07 0057 4.56 1Jeed 1-3' cur6 sirop Rd 33+88 R, 3545 0 23 4.0465 00160 50 3125 0 06 0043 5 39 Need 1-5' curb drQp C~ 17+18 R 8733 0 57 0.01 00160 5[] 3125 0 12 0081 7 10 Nged 24' curb drops ~ Q 17+1$ R 5400 0.35 0.{}3 00160 50 3125 010 0067 526 Need 1-5' curb drop 5"Co SF UR3 $0 -Ma~'~E) l!-~ TbOD Q,`FSAS(5~ nO t~7Z3nv~- AgCA ~ ~ •5' .D~ 5F ZZ~ - 3 S~ ' ez 74REA OfuCs°'L 00r15/98 MON 15:59 FAx 509 $92 4125 5PoKAvE VALLEY FIRE ~~PT 0002 . SP+aKr4NE VALLEY FIRE DEPAR~~ENT Spvkane County frre District 1 - . 10319 EAsr &pRaGUE AVE • SPO+uwe. rnrra 9M6..3676 • (509) 928•1700 a PAX (509) 892-4~ ~5 R. ft Hurnptdea Ch%1 JUne 15, 1998 BilZ Hemmings Spvkane County Engineers 1026 W. BroadwaY Avenue SpvkanB, WA 99260-0170 RE : Shelly Lake lst Addit ion Fire Apparatus 'Turnaraund Dear Mr. Heamlfngs: 'I'he fire apparatus turnarvund depicted vn the water plan for Shelly Lake's lst Adrlition meets the 5pvkane Valiey Fire pepartment's requirements. 5incerel,y, ~ • il.ler Fire inspectvr KM1md cc: IPEc / MAY-05-1998 19:13 INLAND PACIFIC ENG P.01 IrfLAND PACIFIC ENGINEERING 707 West ?th Avenue, Suite 200 Spokane, WA 99204 Telephone: (509) 458-6840 FAX: (549) 458-6844 F.4X ?'RANSMITTAL DATE: ~~r1$ NO.OF PAGES: ~ (including cover page) ' . TO: T_?~~t-~~~~ r11 ~~~-~?i~? FAX CpMpqNy: PIiONE N: FROM: S7 JOB ft: PROJECT NAME: gt ~ • . ey ' ORIGINAx. IN MAIL: ❑ YES O NO NO'TES: ele-1-:~5 ~v D '7 .~~r/E pC.,~r.ro~~ ~ s-~9~~►ra~ ~'rl~f~ I~i99'~ S~ 7~ ~.~r~ Lm ~,vD . . IA) 7~15 ♦,44Gbu1 f&ie-o' A"44WS7- fo' 2>J 61040 q ro' 51D&71Aa,,b Ser' ?W-0,4. -r74; Si 7-4r DF TAW ~ So mE- at) L,e*A)b-sC'.*AAA6LliBA"W& XRAt.A)4 7A6F' 774L=:-W,vb is e,cl 6Z 15oES "TbXt.aO TW IZoo SF/MG FK A!EE!; f DeX171,4L GLcrrr R~ti 5/47 O:%'`ORT~lS\F~?CSHFF:!".WPD MRY-05-199$ 19:14 iNLAND PRCIFIC ENG P.02 - - ~ 'r1~~ -i%AJI~ ~ ~~rRlaq1n ~ ~ AWP 5e~a%-k:;, 14J ~f~~~1?~►e.~T`_ . ~3a-'57IE9-0, IAJ , &oo 7t►AJD 72V ~ 7-7 ~ M67C~ iCt . ~ `2-olt 56Z-77e~S 1~'tO Yulf, ~ .y w i~ - ~ S P C] I< Z-T E C] LT N 'r DiVISId,\S Q]F ENGEIVEEFtIN~'. AND RflADS f ADIVSSIQiJ OF'i'HE PC.FBLIC WDRKS QE'1'RRTMiEiVT Willsam A. Johns, P.£., Cvunty Engineer L7ennas NS Ssott, P E, L?irector Feb. 25, 1 998 Buster Hertman Landmark Builders 8205 Noarth T3zuision Spakane, Washingtan 99208 RE: Signal at Conelin and Sprague Dear Mr Heitman, I called you last mnnth to fiell you that we wQU1d nat participate irr the signal at Conklin. You had seVeral questions. VVe had previausly cnntacted TrB ❑ur pramary funding sou.rce about £unding far the above signal. They stated they would not fund a signal that was nat warranted. This signai daes nat have warrants. Yau braught up two issues which have als❑ been repeated by Tatid Whipple of IPEC. Y. YoLi stated "Spakane County had promised you that ivhoever was at Conklin irst would construct the signal" 2. Yau alsa statel "Canklin does have warranYs and that our vther new signals at Floaa argd Appleway do not" I will answer i anti 2 below• 1. Spokane County does ngt make verbal comirtitnents but I checked w'rth sfiaff and could not find anyone wha had made the alleged commimnents. I did find the cQnditions o#' yaur plats rcquinng you ta construct tihe signal in con}unction with the Sprague project. (file ZE-6$-96 rezone) RNe are willing however tv gv wit'h the condicians in PE 1750 94 Shelley Lake whseh tequire you to mstall a signaT at Cvnklin when warranted. We will place cvnduit fur the future signal at Conklin m our Sprague praject. 2. FZora and appleway tao#h haMe vofurne and accident warrants and Appleway has an cxtstung school crosswa1lc We just checked the WoluFnes csn Canklin again last weelc and they dcs not meez warrants I hope this elears up any misundecstandings or questions you ar yaur engineers may have had Sinc e1~ ~ witiliam ro s 1026 W Sroadway Ave ' 5pakane, WA 99260-0170 1 {509} 455-3500 FAX (509) 324-33178 •TDD (509) 324-3166 ~ • SPOKANE +CCIUNTY FqT'ERIM R+C3AD & DRAINAGE SYJBUTTA~ ~B[ECKLIST pROrEcr # 1PE r~ATE- ~ROrECr NAME: ~~ELLz-q LAKe A?'~ Avam:*3 PR[3dECT SPONSOR: ~~~E- IteVVAILJ /LNMAVAV, t'">M ~ELY r~ I7--3 PRvJF-cT EavGMER: TFT 0 (Roaa & Dminage plm) ~~Qr~~T s~vv~~~~: ~4~t~ G~~ rE~~ OWr PLZA5'E PRaVEUE A RESPUNSE TO EACH UF THE FULLDWIlNG TTEM . GENERAL rrEMS r,sZa13rvaE1 I. A sigaed "AGREEMMqT TD PAY FEES" forim bas been submitaed tQ Spokane Caunty a1Qng with any applicable plat fees, prior to aay pre-designlpresubmittal meettng 2. Ihavc a csapy of, and tave revieweci tfie IIsQSt rer,ent conditious of approval and any EISi1VIDN5 requirements aad conditions of agrprar+al have teen incorparatc.ii in this plan subm.iiital. FRt1JECT DESIIFN 1. T have campleted a min.imum vf oue pre-dasign meetng with 3gpkanc Counry meuelopmeat Engineering Services Engineers where agreement was rea.ched an drainage design apprvach. Yes~'JH~DwK❑ 2. I have inciuded the results of any geote~chnical testing that is required by the design approach ta verify design garameters. ves2N'GOxrell 3. I have inaluded any sequtreti pavement design calculatian.s an new Public roadways as required by We "SP~KANE C'4UNTY STl~~~~S FORi Rd~ AND SEWER C'QNSZ`RUCTION", laCCSt CdiCIQII. v.EJN,13NrAE1 4. The road and drainage pTans eomply with the"STA.NI}AR~.7 RC?AU PLAN" zequirements far plan, profile, and - typieal cmss section ekements cantained iti"SPOKANE COi]NTY S'I'ANDAFtUS FUR R{3AD ANU SEWER CflNS FRk]CTYFIN" latesi ediiion except as aplowed througti approved design dewiatiaas. -i-sIJNDQwAll 5. The drainage reporc incaaporate,s ttie minuuum requtrements Por a starm drainage analysis as nated in the G5M and ather items which are apprrapriate to demorastxate that the design meets all requiremenis rrf the Sgalane !Gouniy Gu,irEelines for Stormwaier Management except as ad£nvpii through approved design deviatians, resuNa❑NlAD 6. A complete drainage basin map with time af cancentrativn patts sfiavvn has been included with the detailed hycitolag}i caicu.lations. I?rainage basin map shows t4pograph, ProNsed drainage features, aud c.arreiates with hyeiralvgy calcu2atians. ,r~~r~a❑xrAE.~ 7, All applica6te trafic sigping requirements are met and har+e teen incozgorated'in the plan submittal. Y,;s0rro0NiA2"_8. IhaVC ILL1ciLTded GC1pIS5 Of 3II appSL3Ved UEuIGrN Z}L'VIATIUNS WhICh aLB ieL;lT1TEd f{7T th15 pZD]8C[. r-L'JN,❑xZI 4. 'I`he plans and drainage report are stamped, signesl, and dated, and c,antaim, the applicable certificaEtian statement. xc,t13NaIJNrA~ 10. 1 have included an aciequate erosion confrol glan and apglicable standard plan nvtes. YtS2N90N1A11 11. I have seeured agprovals from all applicahle ovtside ageacies sucb as fire r9istncts where appfica6le and have incIuded groof af their approvals.. Yes1ffK,1.fH„A0 12. I have ptnvfded an acceptabZe means for pergetual maintemnce of street and drainage facilities thac is acceptable ta Spokane Caunty and ttave secured and included copies of arey required easeffients y. 0N,1 1N], 1:1 13. I have reviewecl ithe pEans, calculaiians and ather submittal clata for complet,eness, accuracy and ctsnsisteacy and have subnautted two coptes of glans and (l) boeund dratnage repaxt. WA 0. i1r1..1 ....,t fi+nA.. nc ~~-•I :rad~rscand ~aat the requue€nents a~ated abavc are tl~e mici.m~m requirements aecessary to per~'oF-m a cursary review of We project A1azzs,.and ftt additional infotmatian should he incPuded rvith thi,s submittal as nec=ary. I ugderstand that this submittat wiT1 be checked for campleteness priflr to review, and that it wil.I be retaucued for ftarther infonuation if ii is faund fo be i=mplete. . ' I understand tW this submitta1 wilP not ba accepted fQr reYiew (and p'facedon #he r°eview list) untiT a requiired informat'rots has heen submuitted. . -Form compleied by the responsibte Enganeer: [5 t>r,> -k . W JA T PPLE71-P. E:--i . , Campany: T"AWb Aadress: -70'r1 V.). 5cr.. tTE 2-C+0 5POML)e, UfA TIx04 Zip c.Qae l7ate: ~ FOR sPOKANE courrrY usE orL~ SUBMI°rrrA.t..: Accegtea FQr review. Returned far submittal ❑f the faTlawing: GENEF.AL ITEM PROJECT DF-SIGN # : - RP-SiJBMMAI. ITEM #l: - - , . . Farm returned ato: Campany: - Address: • Uate: $y: Spokane Caunty PubIic Works Develvpment 5ervices IlckplaCvl OlMay95 2 ~ I I ~ . INLANQ PAGIFIC ENGIfVEERIfVG, INC. Apri1 17, 1998 IPE 'VV 0. #97068 ~~CS/ft Spok,ane County Public Wvrks Uepanment 4PR sp 2 a 19~ Develt~pment Engineering SexVice~ ~~UN7YE►~G1NF~~ 1026 W. Broadway Avenue Spakane, Washingtvn 99260-0170 Attn Dean Frarz, P.E. RE: Shelley Lake I' Addition (PE-1750-94) Strcet a►nd 5tvrm Urainage submittal Dear Dean: Enclosed please f'r~nd fihe follaruing submittal package fvr the above referenced project: • A completed submittal checklist. ■ TwFv bond cvgies of the street and storm drainage plans, stampeci, signed and dated by the Projecc Engrneer, Tvdd R. Whipple, P.E. ■ A basin rfaap, vraith Time of Concentration routes, candours and proposed drainage features, along with a bound drainage report and ealculations, stamped, signed and dated by Tvdd Whipple, P.E. ■ Paaement design was done for the Shelley Lake PUD in Octvber 1996. A capy of the apprvVed pavement section is enclased ■ The revisions to the ap,proved ShePley L.ake PiJD drairaage glan proposed herein are due to the as-built information regarding the exi5ting Ppnd which was built snnaller than designed. If . yau have any questians, pl€ase give me a ca11 at 458-6840. Thaailc you Sincerely, Inland Pacific Engineering Campany Susan Murphy, E.I.T. Enc. cc ile 707 West 7th • SuEte 200 2020 Lakewood Drive + Swte 265 5pokane, WA 99204 Coeur d'Alene, I0 83814 , 509-458-684[7 • FAX 509-458-6844 208-765-7784 • FAX 208-769-7277 ~ MA'i'-13-1398 16133 TNUM PRCIFIG E140 P.0i ~AC~C ENOWE}±.~NG 707 West 7th Avenue, Suite 240 Spukan e, WA .99304 Telephane. {549} 458-+6840 FAX: (509) 458-5844 ~'ff TR.~NS1YlIT77'~ ~ nA~: N41. UF PAf:ES: ~ (~c~rdl~~ c~us~l~lgey Tt3: FAix a: c~24- 33 -if 7/~ J _ c:vW.4m; d53X-J~ 7 , rrroNE u: ~O.9 ti: s - pRnHcr NAME: ORIl:r1NAL lN OI+fAiL: WYE,~^ ~ Iti[o _ NdTES: /S a~r~ • I7 ~~`G1~7r~CJ~ ~ P4AT fAf-?Pf~.~ U . ~ WFORMStFAxS'f¢ET wPn r ~ r ~ r 1 j r j' } " ~ ~ ~ ,r ~s 1 ~r. r l . ) r ~ ~ } k 1 '•~~l 1 ~ ~ ~ i i ~ i ~ ~I ~ f a 1} 1 I r-J. ~ ~ RECEIvED rr~LA-.vD PAC1Flc ENGrlvv~~~~ I.vc. 'l~`Y , ' 1999 7 SPOKANE l';OU~~ ~NGl1VG6-- 707 W 7th Ave, Suite 206, Spx►kane, WA 99204 (509) 458-6840 Fax: (501) 458-6844 TO: _a l!Ill~i p~ ~I~ iYlillil~„~ ~~;~,~i $"l~~' i I I il I 9;' ii I;~~S~, j '~jI~;!I' AT''~NTI01~: ~ ~Ale :.,mw~' i~;,~,,,~,~,~,~i e ~Ph q~liP i rrPPrr,~~pi~prl PqI~I,l ~ DesCrrpt1on 0 XerQx Prints 0 GQpy af Letter 0 El Qriginal Drawing 0 Contract Documents E:1. 0 Wvrk Authorizatian El Report ~ No. Cies ~ ~ ~l~~ripti~an~3 /Bz- I Puirpase 0 Tnfvrmatavn 1:3 Review &Camments Per Yaur Request 0 VVritten ApprovaL E:1 Signature & Return ~ Rema.I'ks Signed: cc: o URxsWYMs 7 r NL►pl ND PAC I F ICIE',NG,IN€ER l NG r I IVC. ' June 24, 1998 Mr, David Berto Sgokane Caunt}r Engineer's Off"cic..e W. 1026 Broadway Spakane, Washingtan 93260 RE: SHELLEY LAICE FIRST ADI]ITIQN iPEC 7ab No. 97068 Dear Mr. Berto Enclosed please find two capies af the revised final plat referenced abave. Please review for final apgrauai. Alsa enclosed is ar copy of the drainage declaration vf caVenant fvr your review, I will forward to you the signed capy when the plat goes to my1a.r. Tf you have any questions, please do nat hesitate to call. Thanlc yau. SincereIy, INLAND PACTFIC ENCTNEERTNG CC], Zo6ckWR.-dZtem4'e-*- BRM/brm Enc. 707 West 7th • 5uite 2[]0 2020 Lakewand Drive • Suite 305 5pokane, !NA 99204 Coeur d'Alene, Ip 83814 509-458-6840 • FAM 549-458-6844 208-765-7784 • FAX• 208-769-7277 ~ RECEIVEI..J APR 0 ~ 1998 ;s1 S n (D canrr~:1~TY ENGINEER ~ ~r c~ u z•r-r ~r '$UIt.DiNG ANI3 PLANAlFNG • A I]MSIpN (]F THF. PURLdC TY'VORK5DEPARTNiCtifT JreME.s L. MaNSOra. C 8 0. DixEcraR aErvrvTS M. 5eaT-r. i'.E.. DiRLc roR MEMoRANnuM DATE: Apri19, 1998 'F'O: , . . . . 1~, . ~ ~ ~ . . UWA1,01,ru~~~ • Spokane Cvunty DivisiQn nf LTti itses; ~im Red ~ Spakane Caunty D'avis3on of Buiiding & Planning; Jeff Forry Spokane Regional Health District; Steve Holderby 5pokane Caunty Parks, Recreation and Fair; Steve Horabiowski Fire I'rotectiern District Na. 1 - Central Valley School TJistrict Na. 356 Vera Water & Power FRD1VI: Louis Webster, AICP, Assaciate 1'lanner SUBJECT: Prvposed Fxnal Plat of PE-1750-94; 5helley Lake 1n Addition Enclosed find GQpies of the abave referenced final plat. Please review and foa-ward any cornrnenxs by April 23, 1998. Tf yau have any questions you may cflntact me at 456- 3675. Thank yau. kc Enclvsure c: She1Iy Lake Dev. - Nelson Lumber Co., Grant R.ice cla N & H Investments, 8205 N. Divisican, 5uite 200, Spokane, WA. 99204 Inland Paci~ic Engineering cIa Richard Masan, 707 W. 7`~' Avenue, Suixe 200, Spakaane, WA. 99204 1025 WEST B€tC7Aow.rv A~E.NuE • SI'OPCANE. WASHINCTQ1' 19260 PHONE (509) 456-3675 • FA)C (509) 456-1103 TfaD- (509) 324-3166 ~ RK~a1JIM o h"Pj I ~ ~.~,•t 5PaUwE couNrr EHGtiNEEFt INLANI3 PACTFIC ENGINEERING, INC. 707 W. 7th .4ve., 5uite 200, Spokane, WA 99204 (549) 458-6840 Fax: (509) 458-6844 To; ~ /Z-- z- ~PE- DATE: '15--141ew I.P.E. PFLCIJECT A''TENTIC~N : P1~C3TEC NAME: - Description Xerox Prints ~ Capy of Lefiter ~ 0 Original Drawing 0 Contract Dacuments 0 El Work Authorizatian Report E:1 tVo Copies Descra tia~r ~~U' F'urpase 0 Infvrmatian CD Rcview & CvinmenCs ~ Per Yvur Request C] Written Approval ~ Signature & Iteturn ~ ~~~arkS ~ ~ Signed: cc: D WRnsnar rMs - o ~INLANI3 PACTFIC ENGl.NEERfVG, ING. 707 W. 7th Ave, 5uice 20[}, Spokane, WA 99204 (509) 458-6840 Fax: {509} 458-6844 To:~PY'D 1ke~.~ ~ DATE: T.P.E. FRaJECT ATTENTIQN • ~Q~ PRQ GT NAM ~ ~ DeSGI'ipt1on 0 Xe_rox Prints El Cvpy ❑f Letter ~ EJ []riginal L7rawing 0 Gontract Dacuments E] ~ El Work Authvrizatian ~ Repart No. Copaes 13escraption Purpvse ~ Information C~ IteView &+Comments ~ Per Your Request Q Written Appraval ~ Signature & Return ~ Remarks 7ILr. . r _ 6 ~ &-lead - r Sigried: cc: D 1TRNShTf VMS 4': ~ - - - - - - . ~ budl r ,ger & as5C3ciC~ tes Y geatechr,ical & mcte~ai engEneer~ TRANsMzTTAL ~ ~ • ~ p ~o: ~ c r D►~T~~: Joa NuMsER: L. 193 39 .,oB NAME; , JOs LOCAT,ON: _2i ~-A 0, s..X)o Gentlemen: . EnC:as2d herewiln piea5e firtd Copies af tl'se fa!lvwing itemS: Sarr,cies Laboratery Results P!ans ~es=e Lener F7aiimcnary Cata Ns^„~r+w Qthe pESVC.R1PTICH fiese are n=nitted as cwked beiow: ror ncproval " As nequested Fcr Yeu.r Use P'.ease ~eam Re*umed as Agreed Ccttet nE'rlA niCq' ~ Pnn ° Jos# , C;GNE-2: . . , . Cc List r~ivz.s .~1~, ~ ~ ~ ~ _A4 a~ £z:: 3I}°;1°L' Ia t.E tis; 4 Hd d 1JC+b NL'ob°': g8J35' L ? flCEi:On : SC"JL3:ke. " Da:- gf~. Kix Siump Arr 5pee Set Cyl, Date Load 5trergth FL=_eived Saecle Locatian Rep, Ne, i=rr.} % (psr) Ho. No. Tested rME fLtpsa (psi) 5i,ec -'i291K 9129149 aftellpy iake LanefCurb 44 1114 i 5,2 3440 ICAR 98-1589 14145198 7 83 2954 99 98-1690 10f26l98 26 112 3966 132 98-16911012E,1'98 28 112 3960 132 98-1692 H '0i29f9$ W301913 Sidewalk 50 1132 7 b.0 3004 tCAB CorrkIin Road 9E-2033 11105/98 7 104 3690 M 98-2434 11126148 28 117 4134 138 ' 98-2035 11126d98 28 115 4070 136 98-2036 H t ird:cates Set not :ampled Ey Bttfinger ~ P=_soc,a}f5. BLkd1ngE"r & A55otxatt-L-5 ~ u~€rrU . ~ NORTHWEST l ~ ~ Date Inspectae$ Daily Report No.- Arrival Time STI Project Afo.: . ea er ~,~•J~.~ Fage ~f'~► a. ,fLrr~~S Cfient Lacal Represenfia#ivel pho`ne number _ r~ - GeneraN ~Contrac r " rresen v p on ncambsr Subcontractor STI Pmject Manag~rl ,pl~vne number STI Field Re,presentative~~ IVlanpawer & Eguipment illsed Camments: (Wnrk Campleted Apparently a ..*w s r' per 8pecificativns Prra6Cems ~ . J^ e r e 'ir SoluiinFlS) '00z.? . , ,fI,17 12 i7lcs Y O r"'~7 iil 3`CtLr~ ✓ yd .ry ;s~+r. G_ ~ Ci J h ozr l 114r'l C],~ /41 74 1°- ~P A ~lk?~7 20r,f ~ £A6+1 '00G+~ S/ ZrL STI FIELD REPRESENTA E CONYRACTDR'S REPRESEN'y'ATIVE TFsis dncument and referenced addenda are ta be considered prefiminary until reveiwed and signed by the STI canstnuction engineer aradlor STI prnject manager. Qate Date STr CO{sISTRUCTION ENGINEER STI PRDJEC7 MANAGER ~ a:lfo rm 4~1f i e I d p.pm 5 :nrrespanding ~lefciency ~2e,~ort Ma: scury,r r~ ; V L. NC]RTHWEST ,~~e/4 i! Date Inspectar's Daify Report Nv.: Arrival Trrne STI Project No.: -C2 v%leatner ' page no. Glient Lcsr,a1 Represero'tatiVel ,phcane number ~ &"7 Ge neral Geprreseit/ Ve p one numper gubcantractor STI Project ManagerJ phone number , ~~_crs~ l~10 STI Fi@Zd RBF71'e5E11ta't11VB fVlanpower & Equipment LJsed ! j . ~ Ccsmments: ('1+1Tork Cnrnpleted Apparently ~P ore a~►J sr ~ a ~ /in/ azw."•1-o G~ perSpecifications ProblerRS ~ eir5olutions) I I' / 7 ~ ~ J A!` e.;92dL.1- Zr_lri ~f h r ~ ,`►.7 TL.'i~.' ~ ~ ~ ~'..Cr ~ ~a r'~~( y' f - , Ls me STI FIELD REPFtESENTATkC CaNT'RACTOR'S REPRE5ENTATIVE Ttris document and eeferenced addenda aae ta be cansidened preliminary until reveiwed and signed hy fhe STI canstntctaan engineer andlar STI pmJect rnanager. aate Da#e STI C{3NSTi RUCTIaN ENGiHEER STI PROJEGT MANAGER i - U:liormslstilfi el drep.pm5 C'orresponding Defrciency Rspart No: r r ~ ~c ~ . ~ NOR1 HY11EST Date Inspectaes Daily Report No.:~ Arriva! 1`ime ' STi Project No.: ea er page Av. / or Client ocrw~ Loca1 ~ tepresentative! phone number : 1~ GeI~efAI'~Go11! ~3e1k15V ❑nB I1Wf1'1kJef ~ ~ ~ ~.a subr,vntracf,or 5T! Praject Mana erl~phane riumher STI Fie1d Representatiue Manpnwer & Equipment Lsed / • CQIf1171eRts. (War1s Campleted Apparently )ecifcativnsPmbfems ieirSclutiona) iiJ e- X,1 ` f/r 714 12- It; c/ Fp czb ra c c,v e n2a~- 3 • ✓ , ✓ 5T1 FIELD REPRESE IIAE ~sQ CONTRACTOR'S REPRESENTATIVE Triis dacurnent and referenced addenda are to be eonsidered preliminary until reveiwed and signed by the STI cons#xvct3Qn engineer andlor STI project manager. date Date STf CDNSTRIJCTI❑N ENGINEEft STI PRO.lECT 14{IANAGER ' O:lformslskilfieldrep.prn'S Corres,pnnding Deficiency Repnrt Nn: C~~DRTH'~EST SC)ILS, TESTING & I:NSPEC7'IQN ~f IM[~~~. . , NUCr,EAR GAiTGE TES'I'RESULTS Job Name: STI Job Na. Lrtj(.j W.O. r F'ield Repart No.2 Date: T'ecb: ,~4~ F'age -,2 of ~ DS= MS= /7~ijv Test Lacation Ft. Below Wet Moisture Dry Max. percent Pass Retest Na. SG. I7ensity (Percent) Denstty Uensity Compaction ar of DT Elevation (PCF) (PCF) Fail IrTo. 1 A~ 13~. 3 15 1395 .6 ~a y7 p _ 0 ~ 7 Aa 7 .3? 7 zya z sy 9 ? yP ~ •3~_ ~ ~"az3 /Jy,/ 1 ~ - AM. -2- 99 ~ /0 . 1,311~ ~P d0 C) ~ 1 ' ~ , . ~ ~ C31FarmsWUClenrGuageTest wp~. . . - K)E'~ ~ RP ~ NORTHWEST ~Date ~ lnspector's Daily Report No.~ ~ Arrival Tinne STI Praject Na. 'o - +aeatner f page No. o~ ~ Gfient Zifflpresendv R sentativet phone numper ,C G,at ~l~ir,►~.~ ,~cr,~r~ef's , General Gontractor p one numuer La" Suhcor~tractar STf PmJe ct a a er phan umher STI Field Representative Manpawer & Equipment Used ~ . ce fwLr COf'lim@Iat r: ~ U (Work Corr~pleted Appareny ~ Pecifioatians Prab9ems , eir Saiutions) ~r' ,r~ ~U I' ~ ~r -~1d,~' f',~~d,,• J r Ji+-,7p- ~r f 3g 7ZZ . 77 _ r ~ ~~a ~_r r•r~/s~ 4~~' - r oil / STI FIELD REPRESE~tWIVE tiO CQNTRAGTQR'S REPRESENTATIVE This documentand refererrced adderada are to be considered preliminary until reveiwed and signed by t.he STI constructiorr engineer andlor STI qraJecf manager. Dat+e ~ Qats STI GDNSTRUCTION EIdGlNEER STI PRv.lECT MA-NAGER i L]:lfarmslstilfi eldr2p.pm5 Gorrespanding i]e#iciency Report Nsa: c[urk` NORTHW~ST aate Inspect4r'$ Oaily Report Na.:~ ~ Sr~ Project No. ~ Page Ro. CQrnmen#s: [UNark Camplsted Apparently-c,(,,/" ~ ,,r'~ ~ I,~~°' / nT • ~ ~iG f~Ji,~ perSpeoificat3ans Problems and their 5olutions) 1,4 ~ 7~ r7~~~ ST! Field Rep STI CE STI PM Cvntractor's Rep 0 ~WTl NORtHw~~~ ~ C/ . MATERIAL SAIYIPLING & TEST REPORT NO. PROJECT PROJEf;T# REPC]RT DA7E,4~yeyy---~9g' ~ FIELp QATA ~k BATCH DA TA ~ MWTEFtfAll, SAMF'LEE3 Nflx NO. 3r12 14L~, MATEFZIAL 5UPPLIER TRL1CK ND. ❑A7E 5A[ViPLE TAKEN .-.2e ~'.e.or~p TiCKET NQ. ~/~SrQ'~+ 7lME OF SAMPLfIV~'a I„~'/G) SACKS CE1VIEN'TICIJ YO ! VVFA'fFiER TYPE CEMENT AIR TEMPERATCIRE BATCM TIME s SAMPLE TYPE END PLACEMENT 7IME / _ sTRUCYURE TYPE aoMIxTuREs - .C6r4 - 79 SAMPLE LOCAT[t3N r4j' MAX AGGREGATE 51ZE c.r WATER Af70Eb (GAL) ~ TpTRL CUBIC YQS PiACE❑ W!C RA'CIQ SAIiPLE TAKEH FROM 1Y49 YAR[]5 INTO PLACElV1ENT DE51GN STREIVGTH F[ELD TES TING []ATA ~W `CEST RESIILTS SPECIFIEa VALIJES 5LUMP {inches} r r• , ~ !/~'vl~C_ CaHCRETE TEMPERATURE (F) ~~g (app 50 d' ra 'h11R iC'.CJNTENT (°/d)• , r i. .2Ll1 J / ~~70 , WA` I~E'R ADDED (s81) . ~ . VIlATERICEMEZIIT RA7IO LABpRATORY TE571NG ❑AZA 4A6 I0 FIELD I0 dATE f]ATiE AGE S[ZE ARFA 7fl7AL LBA❑ ^sTRENGTH TESTED' NO. Hf). REC'D TE5`tEC1 (DAYS) S4L1ARE 1N [1.85) {p51} BY .,.9i D _ ~ ",Q ~ i' REV 8f97 - O-IfQRMSIGECJfiECHIMATERIR'L RPi`'Df]C r CEIVTRAL PRE-11J11r1► CONCRETE CQ. ~ FIL~ G[7PY P.0 Box 3366 Spvkane, INa. 99220-3366 J` spa-i3i 6197 Busines5 Office(509) 534-6221 Clispatch Direct (509) 533-0208 ""TEQWARRANTY WafT1111 :Iri uri~s to ~s Ca~es skin irrilaUan CaniaEns Portland Cement WATEFt AQE}ED ATC~ISTQM~FFZ'S AWN Ri.SF[ ~n tra6ili of Gent~°al Rre- , h~ ~ Ftead t e following warnfng 6elqre using: ,aoflITtQNpL warER ,4DneD ra Twis -artcrete Cp, for producS de- CrsnSactwith w81, unhardened concreie, maAat, eemenl or cemenl mbduf&5 can cause C#iHCRE°fE WIL6 REDUCE iT5 STftEHGTM urn skin price; Pngnote entTshall C ntra] arsdsk~nat}~y~ar~'8~~f glaves,afull~-krut~anad,l~ g~sleeve hir[ f Il-lenglh uss~ B~ eY's a,9 ent agrees to acGept'respansEbddy far P+e-RAuxCnncrete Co be Ifahla for ar~d tight-fiiling eye pmisctinn when vYqrkin9 wilh 1he~ materials K yau have !r~ startd f~~cod Slpength due tn water added above dESign anY direci, tndirecl, incidenlal or ] En wet cancrete, use waterproof boots that are light at the 1op and hlgh enough to keaA RrrrvCd 8t job Mh 1 pich SIimP cansequential damages resulting concreie from Tlowina inlo Sham If finishing concrate, wear knee pada ta proteat kneas, from the use of Ihe praduols Qr Afier cantacl vnth any Qf lhase material5, wash oTf immedEatelywtth fresh, clean vrater qdded yy~~,r at custwner reqtrest ansing ouT of breaah oS any wat• Induacl ~nSact ihrovBh cfrsihing is as danger~ous sa prQmplly rinse t?~ese matarials fr'arn' ranty. Afl elaims for damages ar clcrfhing Seekimmedia3emedicalatC$ntinnifynuhavepersis[entarseveredoscarrtfart Pn Qther adddjphg - shortages must 6s made vwlhin 24 case aS eye contaci, flush wiih plenty olwa4sr Tar at leasl 15 rmnuias Consult phyrsician _ hpurs QP deIrveryr,lNe da naR ss- immediaSely, ICEEP Ot1T OF HEACH GF CHILDERHf ll$ER AGREES TG CDHVkY ~ ~T_nders-tl'en surne responsihility foe any dam- THi5 WARNIHS3 Tp ,qLL PEltSON3'lN1ip 1y1►1Y 115E OF COME IffTO CDN"fACT'WI TH RECEIVED f age boWnd the clirb Ims WE7 [UNHARpEMEa] ~'AHCREi , lkipRTAR, CE7rIENT qR iCEMEM7 Q41IX'[`iJRES. $Y ' LEAVE FrL.AHT ARRIWE Ji78 $ITE START [I15ENAR!"iE .F1HJ5F1 L'FlSCHARGE I LEAVE JflB SITE ARR611E PUUJT ; x / ~ ~ J ■ r Ber er a Agent receipt raf consrete d 5° •Ij LJ ~`r`r T~ •~'~7~ I ■ ■ and approvaE ~af any added items. S3rder Nra. Cust. No. Cp~pr ~ vject No. Custvtner F[]~ab Na. 71CICET HO. Deiver 7:.:~r~ W Custamer Deliwery A[idress - ~ Date 1-1_~"{~ {lJfi , i'9`ihl i .[„it. 9 4 i V i Gellvery Ensjruc4f[+ns Y~ Mdp~ 2nne 6JI' F Kj _ - . r . C ° a - . _ , . - -f L4ap L•!tH ❑elivPred Qtv Orrier qtv Product Code qJO Rroduct Qescriotinn - ~ Unit Price A,R19U11t + ~ y,C~rs f~'►,c,at~ # i0„00 ...'1 i 1~a I-R+j1' `;"1 f3 Laad 5iae Mix No. Mix []escraptian 5eump dype Cc Use "fruck Rlant Sales Tax _ 'E „ [~9f ~ :'r. r ~9 8 .t:l~,1C]$~.#/~t~{r'1.~` ~ , Elf9 f_9 °•Fti1:~iVlr=~l"' ~a~ ~f]YALDUE FsA101-1, #'r : r s r- i~ F-r 4•1F~ 1-~-i~ I~` a~•','~:: ~~[R1 iti i YL~ ~ a t'3 ir~F~~s~'~ r ~,r At;fl, R C +5A"P= A 1'.I'i ipi ;'fAI-g l:;, MF1I•-, r 01 °~lvl T X TR TAFiI7F Fai_ r4 sE:;l , TAR[= 1 FRk' "~"~hkf`" ~ t~'F~i s - ~ d ' ~I~Nri 77 4~; IN I l lf F~~I I~ 6 I1 i ir~ca S 1() x L 9 f~11l ;;I~4" 1 ,I 1 1 F1~+:~17 1l+t T~ i~ i'•I, J"i, f1t=A 1~s~] / ~"~i` ?=r a r~; XN 101_ 1 .l~Y,r ~I~fl. ~ 'l ARF %FIRfl -9 AR[- f F-F'Iei fFIRE PFRO 1'A Rc= L F--9. _ ~'r4(yt") I H 4::75• 1 fV T09 f-a G#W7Fk *1 ] 740 1 ~'-t l 74/. ; t`,1. Fi_YASH •~';ca0 i A I * fiV TO{. 1`~1R~= i E'~=c4) -I-AI-~i~ WAl~FFt AI.3.1..IW~_" AI G(a! TTMF fi f s~~tr4 w r * ~ ~~~~~~EST rrc+~.`. Date Inspeetc+r's Daiiy Repor# Nv05 prrival fiirroe Si'N Project No.: q n L/ v~ea~,er Page Mo. ~ - ,r Client Lor.al Repr°esentat3ve! phane numher General can c r~/r, Ae, ~sen ~Vnon`e u ~ mber L~...s~r~~ , ~.~r~~► ~ Subcontractor _ STI E'roject Mana el phone n ber STI Field Re,presentative ~hll~r~p~rNer & Equi men# Used G /5: l~~ ~/~.r.n~ , / - Carnrrtents: (Work Cnmpleted Apparently p-r c^scificatians Problems ~ • ~r"' ~ - a ir Soiutivns) . ~~J ~~'7 U~: I ldP,~'~"' c! fr'G~t~ i' C GL.•,~I~~ 1~ ~ cl 4 y'i' c' ✓ r ~ 44- ~ STI FIE LD REpRESENT VE t~n C❑NTRACTI,3R'S REPRESErVTATIVE Thfs daaument and referenced addenda aae to 6e cansicler+ed prelim3nary until reveivved and sigraed by the STI construction engineer andlor STI project manager: Date ~L . l~ate 1 &'z '7' STI CONSTFZUCTIaN ENGINEER STI PRDJECT II+IANAGER ■ O:IfnrrnslsUlfi efdrep.pm5 ,vrresponding E}eficiency Repart No: csxrr4 r~ ~ 4~ NC]RTFiVIJEST Date ~6' r~r1T fnspecEor's Daily Re,port Na.: ~ Arrival Time STI Project Na.: ea er - pags Nv. ..1940 ~ Client ! Lacal Representativel"phone number Gensral Gon cr J' sAee resen ve phone number Swhcontractvr S1'I~Prol~'ect IMan~igeN phone number ~,4~J►r~c rr STI Field Representative~; ~r.ti.,~ [I+4anpower & Equi ronent Usec~ ~f"' -~-r.:.~,.- ~ - / ~¢r . ✓ rw~.r l~.,r J~.!^,-. f, r ~ f ~~~J ~.Comments: _ G {Vdork Completed Ap,parenUY 11/r/' r4~ I't} per8pecifcatinns Pmblems .ir 5alutions) -mo~ .~"r^~ . r ■ ~ 2~~ ~-4~f'ts c~~, r~ ~ S AZ /4 -Ze ea-Z~4 '4 ~ i f ~ .~.•-~~~rf- _.S~P . ~ ~ -'LL_16 lew , le- 10~1-1~ - 5Tf FIELD REPRESENTATYA ti° GONTFtACTOR'S RERRE$ENTATIVE Thls documen# and referenced addenda are ta be cansidered prelirninary until reveiwed and signed hy the 5T! construction engineer andJor STI project manager. Date Date . ~.-i•t~c-~~ STI CflNSTRUCTIVN EN'GINEER STI PROJECT [NANAGER ■ ~:lformslstilf eldrep.pm5 Corresponding Deficieracy F~eport Nn: _ ~ NORTHrM Ea7T ct~rr ~ SOILS, TES~'Itl~'t~'r & INSP~CTIQIV" . ' 1\ 'V CLE1`aR GAV GIE i EsJ 1 RESU L1 S I Job NaIIlF:: ~h J~~ ~ ~ ' S"1`Y J0bN[). W.O. ` F1eTi~ ~ep[irf N[`J. , Da$e: ~ i ~ Tech. page ~~l,.3 . I]S= DC 5+~4 MS= 175io ~ TW Location Ft Selow Wet Moisture Dry Max., Percent Pass ' R etest No. SG. Dansity (Percen#) Densi t y Uensity GQmpac#ian or oFDT : Blevation {FGF} {PCF} FaiI No, l 36,2 3, q "i' -l 34(-._ f3c . C) -7 ~2 J. -9~ 3 a s i 3_ ~30 _LL, J ~ 6. C, . . ~ /4j~~ r )Y4~a ~ - ? 14- ' tf ► ~ 7 137, 1 y c~`f ~_~3r _7 ~ - - , . . . 9 1FwmslNuslurCruagcTcst cvpK errr~v` i ~ NORTHWES! ' t~~a~• , /a Dats Inspectar's flaily Report No.: 7 arrivai-rme srr Project No,: I'r~ ~ • on . ,f W`ea`fher ` Page ~Yv. ~~~5 - .+~~,~'~'0.5 ✓f I CIiBnt Loca'! Representative/ phohe number Generai Contrac r i c: eproesen ve p one riumner Subcon#ractar STI P%ject Mat~a~erl phor~e number 19r~t'~' STI Field Representative Manpower & Equipment Used 3F' 'uOR7t71ed1tS: Work Cort►pleted Apparently _I~P ~'i ~r".~' ~ ~r7, 3r f~ ~ l7cr~~~lYi°~rw., ) - cificaGons Prohlems ai irSalutionsy !~•C rr~~~~~je e1 r.r?~ . ~f~e.~v~ t'.~1~ G f'/'i"~r~ c.w~! ~i ~ T~ r'ixP~,G., t~r~~s~ ~ r~'4 ,I'e- 4 z, e- c e !'a' 7`r~, r`vr~ ~-ir s'~ c Ze- G. r~cv,}f f~7 T 041, rsr r •i~ ^ 5TI FJELD REPRE5ENTATWEE t.1[3 C[]NTRACTOR'S REPRESENTA,TIVE ThIs doaument arrd referenced aaidenda ane ta he considersd pneliminary until rertefwed and signed by the STI constructian engineer a,ncPfor STf project manager. Dafe - Date I STf GONSTRUGTI{]N ENGINEER STI PRD.7EGT MANAGER a D:lformslstilf eldrep.pm5 orresponding [}eficiency Re,part Na: 'e tixr~~ ti ~ Timm lrORTH■■EST ~ar[ 5 415 `Le'e aate J-4-~ Iraspector`s Daily Repart No.~ ArriVal Time STI P%ject EVo.; fireatner , page Ao. Cfierrt ~ Locaf Fiepresentatl►+el phone nurnber Generai ConLractar Site Re re~e ~p o'ne numraer 0 ."1~.,~ / 4iaz~zf Subcontractar~ STl Project Managerl p'hon ur~taer ~~1Q~ ~1.c,r,~~+ r.ira•-c.1 ~ ~ 5TI Field Representati►►e Manpower& Equiptnent lJsed ~ Comments: (Work Campleted Apparent3Y I-L)-(?- X :c"sfications Prablams a -ir Solutians] ~ F _9 L"jLj X/ ~ .7-L ~ 5TI FiELD R~PFiESENTATIVE,~4 CONTRACT+aR'S'FEPRESENTATIVE This riocument and refenenced adderada are to be considered pr°elirr►inary until rer►eiuved and signed by tlhe STI constrrac#iora engineer andlar STI project manager. Qate Oate STI CDNSYRUCTloN ENGINEER STI RRB,lECT 141AAIA{GER 0.lfflrrnslstilfie f d rep.pm5 ,vrresponding Deficiency Report No: NC)RTHWEST ~ L.1VILSp TLkJRliTG W if~VSPEC.{xQN NUCLEAR GAUGE TEST.RESUL""S IJob Name: STI Job Na. ~'~~f~ILI W.D. IField Ftepvrt Nv. Dafe: IOCT- ~ q, Tec~:~~yy1 !Pag~ 2 of -3 DS= 1125--/ Test Lveativa Ft BeIow Wet NID1Sil1P6 Dry Max. Percent Pass Refest Na. SG, Density (Percent) i]ensity Density Compactian nr of DT Elevation (PCF) (PCF) Fail Irl'a. [ 73 Le`.F 1 ~ ~y-: r, s a.T 7, 0 ,J I _ ! ~ ~ J /ili 70 ~ !~'70 5 4F ~Q _JP p . Goa Q 1F9rmsW ~ckuGvagtTes~.wpe ' .iif14 P~ 4 ~ ~ ~c~ 4 ~ T-1 NORTHWLrST INiC{~L r r ~s Datts inspectnes baiiy Report Na.: ArriVal Tame 7'~ S'~I Project No.: - ~Ffeafter ~ Page No. ~ o ~ Cl3ent Loca1 Represen#ativel phone number Gp~ 9 se..~T`rr- ` ~Ceneral Can ct~rar i e ero v p oroe rtum er ~1`~~~~5~ ~.•~a~~~ Subcontractor S71 Projsct fNanagerl pho number /7 ~ ~ ~ ~ ,~r ~ STl Field Representativs Manpower & Equipment Used f r- T~"Z- x.-.~r a ` Comrraent$: - (Wvrk Cornpleted Apparerstly f" I eci£catians Prvblema I 33rSalutiOns) Y 7Xr ~ T'G°t ~'P / A¢~ s 6r ~r d ~ ~r? x ,~iJ ~~Q ~ . ~GG_ / Li ~ ~ G. ~ g, SFN FfELO REPRESENTAT CONTRACTaR'S REPRESENTATfVE Thls dacument and neferenced addenda are ts be considered prel'srninary until reveiwed and signed by the STI canstniction engineer and1or STI pna,ject rnanager. []ats ❑ate STI CONSTRUCTION ENG[NEER $7I PRQJECT hAANAGER ~ O:lform s1s tilfeeld re p, p m 5 Corresporsding Deficiency Re,port No: . ~ ~ ~ !■ORTi ,WEVT Date ' Fnspector's DaiEy RepvrE No.~ STI Fmject No. page ho. ~ o'r Comtnerota: / (Work Complated ApqoreritlY e tl per Speclficstlvns Pr+ablerrts and their Srstufi3ons) _Z ;cr 7G~✓ ~ &.Z.- ;Ze., ~ r ~`f'~L.~ ~f ►~a r ~ r~e" ~ !'~,~iJ +~A ~ G~ f/ ~ ~ / - rZ~ Z&9 ~ 7 L~~. W 2 lL /I 7~' ~i~ _ Sr. ,~,•a ~ r • ~ ~ ~ ~ Vy G d-2 ,50 ✓ ! 14- q~,q ~"r3 IO" f C? 7'9 ~/Z2 ~ XZ~ /~rY ~ ~7~L eio - , ~ • ~ r . &L. STI Field Rep SYI CE 5TI pM Contractor's Rep 5 • ~ NO■ RT■ ■ ■ ~WES■ SOILS, TEST1~G& INSp~CTIQN 1't i1 ~~EAR LTAV GE TEST,~SUL1 S .Tob Name: -`r" S'I'I Jab N'o. Y,~lq W.Q. Fiel.d Fieporfi Nv. .]?afe: ~r..~ -T, y.~ Tech: aF," Page Of Ds= 3C,,, Ms-1 ~9zl-7 . Test Lvcation Ft, Belew Wet Moisture Dry Mac, Fercent Pass Retest 1°+IQ. SG. Density (PVrcent) Density Density Compactian mr of DT Elevatian OCF) • " ' (PCF) Fail Nca. :5'e-,V-- l_ ~ 6? 1 I fl'IFarmsWuclcifGunsc'f rs1_wpn . + a suer r NORTHWEST ~'lIEL~'. Da#.e Ins,pector's paily Report No.: /X6) Arrival Tme STI Prioject Na.. Weatnet Page Ao. / o ,3 Clierat ~ Local RepresenGative! phone numper General Corstraat,or ae e resen v one-rourrtber -ZIX 5uhcan'tractor STI Project Mana erl pF~~n number S r-t~ - ~ ~ TI Field Represe~t' ~ve r 11Aanpawer & Equi,pmerat Used r Comrt7ents: / (Woras Campleted ApparenUy 0a r . p R_ -~cifications Prohlems a ie 5olutions) f~s'y~ _14" ~~r l~ ~ ~ ~ ~ .•v,~ J 7`/ y ~ST~~ P~rJ rm r t r' n a-a ~ii C~c.~~ Cr v~J~~T foC~~.~ ~ l'..~r~a`_',~' e~'s~.' . P C 3 t114 71, - o 5TI FIELO REPRESEN~AT ` VIp CGNTRACTOR'S REPRESENTATiVE This dncument arod neferenced addenda are to '6e cansidered preliminary erntil rtleveiwed and sigrred by the 5TI construct3on engineer andlar STI project manager: Qate ~ate STI CONSTRUCTlDN EMGINEEft ST! PROJECT MANAGER . - [3:lfarrnslstilfieldrep,pm5 orresponding C1eficieracy Repart No; } 4 ~ NOf~1 HYYEST * ccerrGrot ~ SOILS, TESTLNG & INS'..~"ECTIQN Cz ' NUC.11EAR GL74UG:L'J 1L'J~~ ~SULTS . Jo6 Name:S~ Ir~~• ~J~/-~,~ ST`X Job Na. ~rcjr~r4l W.O. , Field Report No. f'~ I)ate: /Q Tec6: Page ~ of ~ . DS= 3C MS= Test Location Ft. BeIDw Wet Maisture Dry Max. Pereent Pass Retest No, SC, Density {Percent) Density I7ensii.}+ Carnpaction or of iLIT ~ Elevatioar (PCF) {PCF) Fail Na. ffucl~~ ~ . ~ - _ L"f 7 197 CJ / ALI ~3 ❑ LFgrmslT+uclurGvageTrsi wpL r • L111~ py5 r ~ NORTHWEST ~YEI~'► .~L Date r. 1'o Inspectar's DaiEy Report No Arrival Trne STI Prnject No.: ~reatraer page dqo. Client Local Represenlativel phane number /c,:~.P.~r•ln~r~, r`X-&- .+a ' General Gontractnr i e e~y,] resen ~v p oe nuniaer Suhcontractor STI PiroJect MateageN phnne n rnber STI Field Rs,presentative Manpower & Equiprnent Used .1j Cvrnments: Completed Apparently sc . 7,~ ~ Ce.~ T~ .~°~G~~ C ~ I PeciTcstions Prcblems - , eir 5vlwtians) c• s~~ rS~r _r>~ r ~~_r+~ fJ'r t.~,~.r ,~s• J`t 5 T. `r, G /JT` ~ IC r 7 6C ~ ~ d~ / ~GY L ~r~ /C f (~~d°~Y r!!/[. ~~t sC .1~1 4 ! 7" A-P ~ STI FIELD REPRESENIVE tAC7 C[3NTRACTOFi'S REPRESENT►4Ti`IVE 'fhis document ancf referenced addenda arre to be cons3dered preiiminary until reveiwed and signecf by the STI construction engineer andlor STI project manager. C]ate pate . , ~ _ , STI CON5TRLICTION EIVCI~TEEf2 STI RR[1JECY ~+IANAGER . : i Cl:lformslsblfi eld rep.pm5 iGvrrespanding Deficiency Report No: r ~ NORTHWEi/T LCA(r ~ SOrLs, TESTrn~~ ~NSPEcTaQN j ~ c : ~f I Ni►~C~ 9 - NUCLEAIZ GAYJGE TEST.RESULTS Job Name: STI Job 11To. W.G. ~'ield Report~Vv. Date: ~l t~Cl~„~ ~'~ech: ~ page of . . D5^ 3CS`6,3 Ym s~ Test Xocation Ft. Belaw Wet 1Vloisture i]ry Max. Percent Pass - Retest Na. 5G. T]ensity (Percent) L}ensity Density Compactirrn or ' of DT ~ Efevation (PCF) (PGF) Fai4 No. r-' ~-5c, /3(,,.C) Jc~7 L _ 1U ~ - 3 .s, 5~~ 1~~,n _1 -.2 s,t q _1,95. 7 ~ - ~ 39, ~ 1~7 ~ ~ : ~ . F ' I ~ ^ • ' {7 SI'ormsWuclearGuagpTrsi wpd i,ut►~ k ~ ; NORTHWEST ~IIfE~i p3tE r11SpE:Ct01"'8 Dail]f f~epoft NQ.: ~ X arrival rrne srl F'rnjec't No.: eafher Page Na. ~ Or ~ - Clierat ~ 1-0 f Local Representativel phone number Uji-ers~ Ger~eral Cant~rac r ~en ~Av aroe numi~er kmrqjec~ 5uk~co~utractar ra ber ~ 5TI Field Represenfative Manpower & Equipmen"Vsed ~ LTC ~.rJ t, Carr3ments: / (Work C.ompisted Apparentiy 7~ ~v ~.0a ~.rr•`.~~ ogr SneciTicativns Prohlems eirSalutians) .]rfrl.J~~ r r r + f~e>~.~r.~i~s r.~ r~ e1~ .~rr~~/ /r_~~ i!';►r 5'. Z~' i sn dd ~r~.3e_ J~a2~ / Z/ . 5TI FIEILD REPRESENT CaMTRA+CTOR'S REPRESEN7ATIVE This dvaument and referenced addend'a are ta be considered prel(minary untiN rreveiwed and signed pythe STI canstructiorr engineer andlor STI project rananager. Date ,.Date I STI CONSTRIJCZIaN ENCINEER STI PROJECT MAN►4GEk ~ il:l~o rm slsYi I~ e re p.p m 5 Correspanding ~]efciency Report Na: .iT.W NvRrHW~ST / FIELD REPORT # / MATERTAL SAMPLING $i TE5T REPORT NO. PFtOJECT PRC3JECT #REPC7RT QA'fE ~ FIELb DATA BATCH []ATA MA-rERrAL sAMpLEo k,dul.ae-C muc NO- AAAYEFtTAL SUPPLIER TRLICK NI). I~I3 nAZ-E s►v+nPLE TwcEN /1) --25 P9 q rIcxE-r No. TIME []F SMAPL[NG /o SACKS CEMEN'FICU Y[] rn~~~~ P -f"~. rrPE cEMEraT AIR TEMPERA7CfRE ~(rrs a E3ATCH T1ME SANiPLE iYPE EHD PLACEMENT TIME S STRl3CTURE IYPE e C l 1~ I~~ ADM f?CTIJFtES ~ 1¢ c y, MA ~a $AMPLE L[]GATION hMX AGGREGATE $fZE ~ WA7ER AODEO (GAL) TOTAL CLlBSC YE75 PLACE[] .50 WIC R4TIQ SAMPLE TAKEN FRl7M ~ Yt4RDS IP[TO PLACEMEh'CT DESIGIV STRENGTE-f FlELp TESTENG DATA TEST RESLILTS SPEC[FlEb VALLlES SLUMP (inches) /7 CONGRETE TEMPERHT[1RE (E) ° ~ F6?° AIR CUNTENT {°lu) - ~ O X .J r' ~ C) VhlA7ER AdDED (gal) wATEwcEk4ENr RArIo ~'7 +d.56 . LABaRATORl! TESTING DATa LAB ID FiELf) tD GA7E UAYE AGE SIZE AREA TC3TAL LOAD 81`RENGTH TFSfii EEA NO. N0. REG'd TESTEa (dAYS) •SQURRE IH (LBS) (PSI) Blf 1.0 - 32:A 64, -q- r'-w ►_~l a~ ~v ►~-P~ REu s~~~ 0 WORIVISkGEoTECHWATERjAL RPr oac CENTRAL PRE-MIX GONCRETE CO. CUSTaMER Ca N1I P.[] Bdx 3366 5pokane, Wa. 99220-3366 m- m spo-ia~ a~~r Business C}ffice(5fl9) 534-6221 Dispatch DireGt (509) 533-02~}8 + I[VIfTEf?W~uRRAhttY Warning:lnjunaus ta ey$s Causes skin irnlaSion Cnntalns pertland cemenl ` l. WATER ADt7E[IA,TC1157i]MER'S fJWi11 Rl51t snly iiahility of Central Pre- Read the tollrswipg warning before usfng: qoeiriaNaL waaeR aooEn ro °rHIs ' orlcreYe Ca !or produc[ de- Con;act rnih we[, unhardened concrete, rnartar, camenl Orcemen3 mi)dures can cause ca]NGFtETE WtLt REbUCE ITS STRENG7'H :1he relurn of ahe purchasn skin irrElafien, severe chemicaP burns ar senous eys damage. Awid cantact mlh eyes pmv In no event shall CsnSral and skin Weara+ta[erproof gfrsves,a [ul -buttanad, Ivn -s gW er'S a ent a fees to ~CCe t r~5 nsibilst fe7f 11r 9~$eve shiA, [u[klanglh ErousQrs 9 P Y Pre~llis~ CvrrcraSeCo.6s fiabiefnr and trght-filtirsg eyg prc~Section whan warking vnth these matenals tFy~ have tp stand deuced s rength due to add~ve dESign arry direct, indtrecS, ineidental esr ' tn we1 ~crete, use waterprpof haats 1ha1 are tight at ihe top and higri enas~gh to 9Ceep q~ yy~ P e~ansequenlial damages resul[ing cuncrofe from fle~mng into lhem tf tinfshlng ~nCrata,+vear knas pads la praSacY knses ~Ch SIUm from Ihe use of !ha produFts or After consact +nnSh " of thasa ma[erials, wash aff Fmrnediate wnth frash, cIean s~ater ~ Added water at custvrner requesi arising aul of hreaeh of any war- Indiraet contact through cfnlhing is as dangeraue so promptly rinse lhese materia2s from ranty Afl claims fnr damages or clnthing Sesk irnmediate anedical astantian ifyou have persisteni arsevere discvrnfarl.ln : Oth~ ddrborts shvttages must be madewilhin 24 r.asa of eye eonCacl, flush wilh plsnty of walar far at least 95 minutas. C.dnsul# physician haura of delivery,We do not as- immedtately KEEP pt1T pF RFrqCH pF CHICDERI+l3 USER AGRE" iO COH1fEY ~Te5t CyIindef5 tal{en sume resppnsi6ility far any dam- THIS WARHING TO ALL AEFt5qH5 YYHO AAqY U5E flF COIySE IHTCi COFfTAGT W[TH RECEIG'E(] age beynnd tha curh 3ine WET (l1HHAR0ENEQ) GQHCI;EFE, 1rIOR7AR CEhiENT flR CEMEHT !VltXTURES, BY 'LEA ~ T V~O 5I57RRT 615C GE FIAlIS 1SCH~IRG L~+Ef~EJQ$ ~tE , p(~[VERLANT x ~ ~ o ' ~ ■ Buyer's Agent rece3pt of cvncrete ' ■ ■ r and appruval of any added Etems. Or . ust. ~la. bPI4i P oject I~o. ' Cvstom r fJv~fi'NO. TIGKE7 NO. - pritrer 1,:~~i tCYwa6.'_'-y.7 WA3_1_Y C. Gustomer deliVery Asidress bate ._HOFiiVC~;0P! CFh1FNT iR iet~Jl R R, o'f h1 I:-PRAi•l IF= ANF iCON~'tI 1 N Pelfvery Instructians ` dV1ap 24ne S HF~_i~FY I ILflaci QLY f3elrvered O!V Oraer QtV Praduct Catle I'f]h!r PrdduGt Geseriatian I Init Rriee Arnount ~ 10e 00 7dt:]. 6 Ca 46. 1 -j f 1 7, "l'•:'K ~l4" + PiFA - - - I . C1C3 ` i':7j 9• j''r;'i I A I'- A 'f F N r ' 1.00 491 ] + )C 1'/ r-„ a . 1 r, e 00 FZC--r,F E1 ATi IRv SiJRC'}l s~ L.aad 5ize Mix No. NTix Descraption SEuenp "Fype cc Use ; 7ruck pdant 5alssTax 1 1.i) ~ ~-21 17L:/41P +A'::A 4 a0(1~~..~IiEWql t.e, 3' I arAL oue l 1 f`I; F -1 WATI- 1=i I R1 M'= ~--W`F~~FR/YP' 7: 20.0 CIRDr-R; a 3 9 AI ;i"YfirG(i` 1"F T1=aFiGfi € Af" T4_I0I _ ' ;TATl I'.-3 1`91;i (S I Ai II1 f 3[ I R TAR!";F'7 pC.Ti.3F-ll _ s "r A 1- 1 I, l`ARl- 7~-R0 I'ARF ?I•=Rs-i CtiANn F`41 c) iH R440 -(ra Tr-,i s~, CAI r,. t iim t. 00 % 1 1500 07 tr) 4 a 1\1 rr,;. V-'~•ANI' 1•,~i'7; : I 1-; I .~.[']i 1 I ~ll ~y ~~t. AFA % 44 i17 4`~ T IV T~_i4 :3 iY~i r s_~ iN rI-11 i. ~ f rwRF ?Frr s TARF 7~RO `fARE IV~ R i,i 'FARf~ 7t=,R 0 ! F-7 5 4 1 10 I R TN TnI Ca WATL R 476 I 19 460 i_ji_IT-fot ~I WRF H. WAl"FR *L i`~i0`3 6_B 190c) IN 1-f7I WA r~~ Al_d.~'~W~„tl q-- ._Er,,h•tiT-fF~; -;4 i~~}I_ fihiCt "f [MF' r~: 48: ~,~AFtF I~~~G • 0 k~ ct~uv ♦ ri~ ~ ~ NOR■ HWEST r~ aate fnspector's aaily Report No.. 3 > Arrival Time STI Projeot Alo.• ' ~ ~e ` *,rea~er vage rvo. ~ or ~ - Z 15 Cllent Local RepnesentatiWel phone nurraher ~nr~ r~ • Genera'I Contraetor ~ isen vei p ons number r~l•t~~~~ f 1~.•J~ cl~~r , ~ .~j~.~r.~~ 5ubceant+r~actar STI Project Managerl phone number ~ e~r~ STI Field Representatiue . Manpower & Equiprnent Wsed Commen#s: ~ (work Completed Apparenrly -~,~r_ . rzver~2 12,,f 2,5/ t1ya ~.3~r c~.~a ~ perSpacifcations Problems ~ ~ • .Leir 5vlutionsj I f t 7 STI FIELp REPRESEI~~VE GONTRACTQR'5 REPRESENTATIVE This document and referenced addenda are to be cansidered preliminary until reveiwed and signed by the STI canstruction engineer antflor STI project rnanager. Qate Oate ~ I C STI CONSTRLlCTIQN ENGfNEER 5T1 F~~ROJECT f~~4NAGER L~71 . (]:lformslstalT eIdrep.pm5 C.....,sponding D eficiency REport No: ' sf~w P~ r ~ NORTHWEVT ~ Oate Inspeckor's {?aily Repart No.: l Arrival rrne STI Pmjeat No.: ' - V eafher Fage No. Client ~ Local Representative/ phvne numher zG1-rr'~ +Geroeral ConiractorJ~ ,I Si Repr-esen ive7 qhane nuvnber Swkacvntrac#or STI Project Managerl phone mber ' STI Field Representatirre - ~ Manpawer & Equipmerat Used ~ , . .l~-+-,.rt ~.s e_ 1 f _ 3~~.ir. ~ .~1., ~ ~ r- 1:of11fTleF1ts; / (Wark Completsd Apparently psr SpQCiflcatians Problems SIP SOILltIgllS) f'f e e.,.7 7Z 41_1,~ ~44 ~ ~ STI FrELD REPRESENTATIVEe-'- ViD CONTRACTOR'S REPRESENT►47IVE This docurnent and r-efer[;nced addenda are to kae cons'rdened prelirninary untiI reueiwecl and signed by the STI cons#nuctiorr enginesr andlor STI pnvject manager, Date J Qate , ► STI CaNSTRUGTIC3N EIt1GINEER STI PR9.lEGT MAMAGER ~ 0:1fvrmsistilfi ef drep,pm 5 Cnrresponding Deficiency Repart No: ccMriv . r ~ i ti ~ ~ NORTHWEST ~ IYEI~k C]ate ~ q Inspector-'s I~ail'y Report Nv/ ~ STI Prt~je tc No. ' Nage hfo. - 2 oi ~J• ~omm~nts: (Work Carttpleked Apparenil J e / / Y per Specificatians Pro6lems and their 5olutinns) _,4i:ze _ _ _ i.►-~ .s~~,-- ~rn.~ ~ STI Field Rep STI CE STI PIVI Contractar's Rep rt~ - 1~LAND I`I~~IFIC CNV~~~~~~NG, INC. ~~~embEY 10, 1998 IPE WC] 498444 Mr. Buster Heitman Lancimark auiiaers 8225 N. D1V1,51pt1 Spakane, Washington 99208 R.e: ShelIey Isake ls` Addition Sfireet and Drainage Punchlist Dear Buster: `I'hi5 1etter transnnits alist af street and storm drainage cQnstructian items for the above referenced residentiai deveZvpment that were Qbserved during a field inspectivn perfvnnned on Deceznber 10, 1998. The items listed beiow either have not been complete.d, ar are currenf.ly in non-conformance with the agprQVed project's plans and specifications auad applicable Spakane Cnunty+ Standards far Rvad and 5ewer GvnstiuCtion. This Petfer is based on iterns nbserved during a site visit on Decennber 10, I998 aild X5 l1I171ted fo aIeas C1f 'r.hC: 1IT1pr[7VeTT7e11t8 WYlt35e aCIeqL3aCy CflL1Id b0 V1SUally fleteTTI71I1ed at the time of our visit. The absence of construction items frcam this list in na way implies that any unlisted item(s) harre been approved ar are acceptalale under current Caunty Standards. Curbs and Sidewalks - Sweep and back.fll all curbs. . ,5wCPr + ~~~Kf'i1.LrrO 0%3 ~l►~1~~ Prsnds and Sturm Drainage Structures - ponds `Q', `R2', `RY and `R4' require grading to meet the pZan sef requirernents for pond battom a7rea, depth and pand volurne. DD.sa izve~ mo oi4c, ,aep, rj#RP L4w Sdr- oAl ~//,/Iqy The apran in pond `Z' is being undermined by ervsivn. The aprora needs fio be backilled and ~/.~/g~ the eraszon cc~ntrolled wltiT i~xstailativn af srrd accurs. 0d~$9vea oA~.'c¢~~,.sc~ 0 The drywelE in pond `Z' requeres installataan of filter fabric between the fxarne and grate. 00.5c'"Fb f fLTCR 1SA&fltG ►A►s7-.41-tr60 o"J V"If9 9 If yau have any questivns or concerns regarding any of these zssues, please give me a catf. Sincerely, Inlaaad Pacific Emgineering, Inc. ~C~. , ~_F Ja1n E. McKervey, E.I.T. cc Bvb Heitrt3an, Hcitman Cvnscructivn 707 West 7Sh . Swte 200 2020 S.a'kewaod Onve • Suite 205 Spakane, WA 94204 C6eur d'Alene, ID 838] 4 509-458-8840 • FA]( 509-458-6844 208-765-778-7 • fAX 208-769-7277