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27684 CERTIFICATION PACKAGE ~ SW fVORTHWEST, INC. . 11616 E Montgomery Drive, Suite 31 Spokarie Va11ey, WA 99206 Phone: 509.534.9711 Fax: 509.534.9755 E-mail: info@stinorthwest.com Certification Package For Shelley Lake . 4th Addition December, 2004 ~ NORTHWEST, INC. 11616 E MONTGOMERY DRIVE, STE 31 0 SPOKANE VALLEY, WA 99206 PHONE (509) 534-9711 g FAx (509) 534-9755,1) www.stinorthwest.com December 2, 2004 Project No. S030016A City of Spokane Valley 11707 E Sprague Avenue Spokane Valley, WA 99206 Attn: Mr. John Holman, P.E. Re: Shelley Lake 4rth Addition Dear Mr. Holman: Please find the following documentation on this project, that is intended to be used by you in the certification and acceptance process for this project. 1. A three-ring binder of inspection and testing reports for the work constructed, including the following sections that document the scope and nature of the inspection work provided. A. Correspondence B. Test Reports C. Daily Reports , 7 2. A set of original mylar drawings stamped "Record Drawing." 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 dislodged, 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 to this certification package submitted please do not hesitate to call. Sincerely, STI Northwest r~ ~ , . `7 have reviewed ths ~ construction and to m Y ~ knowledge find it to be Brian Binsfield, P.E. in substantial Senior Engineer conformance with the . approved certified plans Cc: Buster Heitman and Standard J Specifications except as Susan Murphy, CLC Associates file noted." Geotechnical Engineering c Construction Inspections ~ Materials Testing o Environmental Consulting • IAS/ICBO/WABO/AWS Accredited NORTHWEST ' - • ~AYE{~' SO1LS, TEST/NG & INSPECTION March 3, 2003 STI Project No.: 5030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 0' Addition - Construction Summary February 24, 2003 - March 1, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. Work was begun backfilling and compacting sanitary sewer lines. Construction observation and compaction testing services were performed. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest Bob Graham . Civil Proj ects Manager . cc: Buster Heitman, Shelley Lake Development file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ~ NORTHWEST ~ ~ SOILS, TESTlNG & INSPECT/ON March 17, 2003 STI Project No.: 5030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 4tb Addition - Construction Summary Marcn 2, 2003 - March 14, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information conceming the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. Work was completed backfilling and compacting sanitary sewer lines. Construction observation and compaction testing services were performed. No major deficiencies to report at this time. If you have any questions or comments conceming any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest (15-z Bob Graham Civil Proj ects Manager cc: Buster Heihnan, Shelley Lake Development . file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ~ Sri NORTHWEST, INC. ~ lie ~ Geatechnical, Inspections, Materials Testing March 23, 2003 STI Project No.: S030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 4th Addition - Construction Summary March 15, 2003 - March 22, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. No work requiring STI inspection was performed. No major deficiencies to report at this time. . If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest 6::~tl - 1 , Bob Graham Civil Projects Manager cc: Buster Heitman, Shelley Lake Development file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755 ~ORTHWEST ~~~LSf TEi7TLNG i7L rNSPEVT1ON March 24, 2003 STI Proj ect Noa .S030V 16• z Spokane County Engineer's Office 1026 W. Broadway 5pokarYe, Washington 39260-0170 Attn: Nir. Ra.ndy Stror`ks Re, Shelley Lake 4* Additinn - Caastruction Summary . March 15, 2003 -1Viarch 22, 2003 C&.B Excavatian; Cantractor Shelley L,ake T]eveloprnent: T]eveloper Dear Randy: This letker transmi#s the generai construetian activi#y that occuzred on site during the time listed abave. This letter is not intended to replace the canstruction dai1y report produced by STI Notthwes# ar its staff, but it does transmit the general in.formation concerning the c.onstruction activity. Any item that may be listed belnw may or may not be in compliance with the plans and specificationls. This letter is nat intended to be a submittal for acceptance. It is far informational use only. No work requiring STI inspection was performed. No major deficiencies to repart at this ti,rne. Xf you have any questions ar camment.s cnnceraing any of the items listed above, please feel free to g-ive me a call. Sincerely, STI Northwest . F•r r f ~ob Gra1aill Civil Pro j ects Manager cc: Buster Heitman, Shelley I.ake Uevelopment fiie 2214 East Riverside Afvenue * Spokane,WA 99202 • P'hone (509) 534-9711 • Fax (509) 534-9755 NORTHWEST ~ a .~OILS, TESUN~`.7 & fNSPECTION Ap ri! 1, 2003 STI Project No. S030016A Spokane Gounty Utilities Qepartment 1 026 W. Broadway - Spokane,11VA 99260-0170 Attn. Mr. Billy Urhausen Re: Shelley Laake 4t` AddMtion: Sewer Bvnd Reduction Reques#. Dear Bi11y; Air and mandrel testing vf the sanitary sewer system on this project has been completed. At #he request of our client, Shelley take Development, LLC, we request a reduction of a11 associated sewer constructivn bonds for this project. I have enclosed copies of the air and mandrel testing repar'ks indic.ating the tes# results and when the inspections accurred. Ef you have any questions oonceming #his issue ar need any additional infnrrnation to reduce the bvnds, please feel free to contact me. Sincerely, STI Nar#hwest . Bvb GCivil Projects hllanager cc: Buster Heitman, Shelley Lake Develvpment. LLC STI file 2214'East Rlverside Avenue o Spokane, WA 99202• Phvne (509) 534-9711• Fax (509) 534-9755 r AIR AND MANDREL FIELD TEST RE3ULTS PROJECT NAME: Shelly Lake 4th STI PROJECT NUMBER: S030016A .rT/ NoRTMVEsT REPORT NUMBER: 7 2214 E. RIVERSIDE, SPOKANE, WA 99202 DATE; 3/27/2003 509-534-9711 FAX 509-534-9755 TECHNICIAN; SM PAGE: 2 of 3 LOCATION MANDREL MAIN PlPE ' MAIN SERVICE 'SERVICE ' TIME PRESSURE " PASS COMMENTS Manhole to Manhole DIAMETER DIAMETER LENGTH DIAMETER LENGTH ! FAIL (to 114 inch) (Inches) (feet) (inches) (feet) (IVlinutes) PSI MH 410- MH 406 7.25 1 8N 104 ~ - ~ • ~ - ~ • P~ Mandrel test only ~ I 1 I MH 405- MH 408 ~ 7.25 11 8" 333 ~ • ~ • ~ - ~ - P Mandrel test only I I I I I I MH 405- MH 404 ~ 7.25 8" 85 • ~ - • P Mendrel test oniy MH 402- MH 401 . 7.25 230 - ( • ~ • - P Mandrel test only MH 401- MH 18A 7.25 8" 131 ~ - I ' I • • P Martdrel test only ~ I I I . I I I I ~ I ! I MH 412• MH 403 I 7.25 8" I 126 P ~ Mandrel test only MH 403- MH 411 7.25 8" I 270 P Mandrel test only I I I I I I I MH 407• MH 24 ~ 9 10" 300 - ~ - ~ - • P J Mandrel test only MH 401- MH 408 9 = 10" = 100 ~ • • - • P Mandrel test onlY MH 408- MH 409 ~ 9 10" ( 95 ~ • ~ - j - j - I P~ Mandrel test only MH 409- MH 410 ~ 9 ~ 10" ~ 90 - ~ - • • P Mandrel test onl I ~ I I I I I ~ y 1 I ~ I l I I I I I I ! ~ ~ I AlR AND MANDREL FIELD TEST RESULTS 0 PROJECT NAME: Shelly Lake 4th STI PROJECT NUMBER; S030016A jWTjF NORTHUUEST REPORT NUMBER: 6 2214 E. RIVERSIDE, SPOKANE, WA 99202 DATE: 311212003 509-5349711 FAX 509-534-9755 TECHNICIAN: MC & SM PAGE: 2 of 3 LOCATION MANDREL MAIN P1PE MAIN SERVICE SERVICE TIME PRESSURE PASS COMMENTS Manhole to Manhole DIAMETER DIAME7ER lENGTH DIAMETER LENGTH 1 FAIL (to 1/4 inch) (Inches) (feet) (inches) (feet) (Minutes) PSI MH 410- MH 406 J ~ 8" ~ 104 ~ 4" ~ 35 ~ 5 ~ 4.0 ~ P ~ Air test only MH 405- MH 406 8" ~ 333 ~ 4" ~ 220 ~ 12 I 4.0 ~ P~ Air test only MH 405- MH 404 8" 85 4" ~ 85 ~ 5 ~ 4.3 ~ P ~ Air test only MH 402- MH 401 ~ J 8" j 230 ~ 4" ~ 215 ~ 12 ~ 4.1 ~ P ~ Air test only MH 401- MH 418A 8" ~ 131 J 4" ~ 95 ~ 9 ( 4.2 ~ P~ Air test only I I I 1 I 1 I I I I I I I I I I I MH 412- MH 403 ~ ~8" ~ 126 ~ 4" ~ 85 J 9 5.5 ~ P ~ Air test only MH 403- MH 411 8" ~ 270 ~ 4" ~ 85 ~ 12 ~ 4.1 ~ P ~ Air test only MH 407- MH 24 10" ~ 300 ~ 4" ~ 200 ~ 14 ~ 4.0 ~ P ~ Air test only MH 407- MH 408 10° ~ 100 + 4" ~ 70 ' 8 ~ 4.2 ~ P~ Air test only MH 408- MH 449 10" ~ 95 ' 4" + 40 ~ 8 ~ 4.2 ~ P~ Air test only MH 409- MH 410 ~ J 10" ) 90 J 4" ~ 65 ~ 8 ~ 4.0 ~ P ~ Air test only MH 410- Stub 10" ~ 50 ~ - ~ - j 6 ~ 4.0 ~ P ~ Air test only ~ ~ ~ ~ ~ (Ce, A Page 1 of 1 Bob Graham - From: Bob Graham [bgraham@stinorthwest.com] Sent: Wednesday, April 09, 2003 7:06 AM - To: Billy Urhausen (E-mail) Cc: Susan Murphy (E-mail) Subject: Shelley Lake MH 164.9/8.8 Bllly, During the course of construction, this MH did not end up quite at the planned location. An eccentric cone was added and turned so that the MH access would be behind the curb line. This MH is quite deep (-25') and it will be necessary to replace all of the steps such that they're above the shelf, not the upstream pipe as required because of the turned cone. Questions: 1) Any problem with moving the steps? 2) Since the lid will be behind, but adjacent to the curb, do we need to pave around it? - Bob Graham Civil Projects Manager STI Northwest, Inc. 509-534-9711 707 W. 77H AVE. TRAN SMI TTAL SLI1TE 2110 - SPOKAhJE DENVER WABHINGTCIhi 99204 P 509 458 6S40 EiPOKANE F 5D9 45B 6844 CLIZ A5S13CIA,TES ~ sALT i-aECE Ci-rr ~ *ry ~ TC~: ~ DATE: ~ PRC].JECT N A M E: PRC3JECT ~ A . ` N lJ h'1 131ER : INE AF2E SENDING: NM ~ y. . E'NCLOSED , UhlbER SEPARATrL Dd.7CLJMENTS , COhIPUIrER Da5C5 mqp~ pR1NT5 REPROQUC16LE5 REPOFCTS OTFiER 1 COPIES D,E5CR6PTIC]hl ~ wm-~ lmwmp~ FOR lf'OUR IJEE FOR YC]LJR REViEW F-CIR YOUR APPROVAL SEh1TPERY€]LJR REQLJEfiT ,E}GQRE55 1NESSENC3EFt IPICKUP . U.S. MP►IL =4 FZEFAARKS'r: COPY TQ: BY: • • . y • ~ i SpoCo Wastewater, 12007 E EmpUe Wey, Spokarto, WA 99206, Tel: 509.477.1984, Fex: 509.I77.8998 430805PrePave.mdb ~ I Deh Tape A I hom Manhole ~ to Manhole OOserveNon ~ Posxon ~ VCR Counter Sectlon q - 1 I OBIOS12003 ~ 1258 ( 1B3JI9 ~ 182,9l8,9 DeDr[a, deaninp needed ~ 2.4 ~ 00;00:17 ~ 1 W 21 08105f2009 1 1250 ~ 163.719 ( 1E2.918.9 'rinlVftwmMD-Mt ~ 225.7 ~ 00:08:28 ~ 1 .31 08105/1009 1 1259 ~ 162.BJ8.9 ~ 182.519.8 M Finish surver qp mh - 123.1 ~ 00:13:68 ~ 2 aD EfO~b ~ 285.4 ~ 00:25:27 ~ 3 ~ 41 OBl081Z003 1 1258 1 183,419.6 1 18419.9 i- 5 ~ OB10812009 ~ 1258 ~ 18418.3 ~ 184.3l8.9 Oebr~ in cd~annel, cleanfnp need~ ~ 128.8 ~ 00:31:08 ~ 4 > 41,61 el 0eroarl003 I 1256 M1eare.3 I1ea.sre.e I 126.e ~ 00-91:17 ~ a N 71 osrosMOOS I 1256 I164,3/9.6 I1e4.ere.e I FlnM aurvey(M mh l e2.1 ~ 00:35:03 ~ s o 81 pSWl2003 1 4256 ~ 16408,6 ~ 185,616.7 ~ Flnfsh suney 1M mh ~ 328•7 ~ 00:48:21 ~ 6 m 91 08f0812009 1 1268 ~ 185.618,7 ~ 1e8.9J9.8 ~ Fintsfi survey0 mh 99.8 ~ 00:62:33 ~ 7 ~ 101 08l0812009 1 1256 ~ 185.8/10 I 185.91'B.9 h ' ~ 52.1 ~ 00:52:33 ~ 6 11 ~ 48l0~12009 ~ 1258 ~ 165.9f9.8 ~ 18819,6 Debrls, 7de"an:1ng eded 6.5 00:6 4:33 8 ~ 12( OBl08120C9 1 1269 1 18S.9J9.8 I 168f9.5 Drls clasnirtg needed 83,1 OD:57:42 9 131 0810QI2009 1 1258 165.8l8.8 18Bl9,$ ~ Fir~eh ~ 89.8 ~ 00:67,54 ~ 9 %C 141 08lQ8/2003 ~ 125e I11ee/9,5 I1e6re.3 I I o I I+a c rt 151 C8/08l2003 ~ 1258 ~ 168J8,S ~ 1A8l9.3 ~FlnlsheuiveyC mh ~ 89.3 ~ 00;57:54 ~ 10 _ 181 OB10~"l009 ~ 1258 ~ 18BJ9.3 ~ 185.819 ~~11E~Q4'141R1 1.~~ ( 97.3 ~ 01:04;92 ~ 11 171 OB109P2009 1 1258 1 185.818 ~ 1B4.9f8. Debrb, cleaning needed ~ 84.9 ~ 01:07:54 ~ 12 181 0810912003 1 1256 I1e5.ere I154.e/8. oeMe,deeninp neeeea I 255.2 I 01:16.26 I12 iel oeros=os 1 125e ~ 1e6.ere N tsa.sre.s 29e.7 ~ 01:21:05 ~ 12 1"o ~ N 0 . ~ m A Q J ~ WA J O ~ 0 . ~ ~ ~I I I I ~ M I I ~ # , N \ ~ ~ N 6-11-03; 8:18AM;Spokane County Utll ;509 477 4715 #2 i • SPOKAlVE COUNTY UTILITlES DIVISIQN INAaTEWATER OPERATIONS INSPECTION REQUEST FORfVI 17~~'~ . . , , DATE: Z qv / d --s FROM: Uo•zv-~4 PROJECT NAME: s F Lc.~ G~, ?g 2003 PROJECT #t: e QU T R: PR AVING T.V. INSPECTION ~ CHECK HERE FOR RE-N INSPECT[ON tional tnspection, unless olhenvise requested will inGude the same as post paving inspeclion. ST-PAViNG T.V. (NSPECTION ~ CHECK HERE FOR RE-N lNSPECTION Required hspecfion prior to aoceptance. Fncludes canplete video inspeetion o1 all Hrses tor: 'cJeaR6nass 'Stub foc8fiorrs 'Vrtentilyrng any lau! • ~ ~ POST-PAVING MANHOLE INSP ~ SPECIAL iNSTRUCTiONS: 45ta& ATuawo w ~ o ~ . CONTRACTOR: ~ BILLING ADDRESS: ~ (It New) FIELD INSPECTOR: RADIO NO.: (indude drawing ot all lines aad/or menfioles requesfed) ~ ROUTE . • . , . PROJECT NAME: (A 411-10 A4)W ~ ACTIViTY 44 JOB#: 50V ~ PLANN(NG # PC+ 1150• 440 ATTACHMENTS: ~ DRAW(NG OF REQUESTED S~ORAWlNGS AT AREA fNCLUDING MANHOLE # ~`'-`~1 VASTEWATER AND 1/4 SECTION #S OPERATIONS FIELD OFFICE ~ DATE FORWARDED: L- •0 3 BY: j3tL DATE RETURNED: ~ ~ . ~ . a • ~ - 0 ISSUE DATE: FILE NO.: JOB NO.: VHS TAPE NO.: D ASAP 13 WHEN POSSIBLE ~ OTNER: ADOCTlONAL INSTRUCT10NS: ~ . ~ ~ ~ . ~ . ~ . . : . . _ . . . ; . . . . . . . . . . . . . . ~ • : • • . - r.. • , , " ; . , .is..~... ....:i~:. ,~t':..e:«~~•.'~::i~ .-...i'.'._ • • • - ' .t 1 • • _ - : . • •rt•:: ' • ' ' ' ' • • : ~ • • i, • ~ _ . {e..'; : ' _ . . • . . . ~ ..t . . . ..i,<l.~.~.r'1. ~ •.C(:.:✓'~•~, 't~'n 2''.i~•~~ a.. ~ . . t',%.:.. ~~i. . ~ .t '41:•"•. . . . . . - . ' ' . rf ..-.i. - ':1.~ ..l• ~ . ~ I•..:.~ . _ _ _ . - - . . . ?i:•_ ....'3-.'•-- - . - - :r:._._.•`•r•:• `t,-_.. _ . , • DATE COMPLETED: OPERATOR(S) _ _ , White - Utilities Yellow copy - Gonslruction Revised 3110100 r sb S~lly !:h 60e: 1~1l1 :lunt~~ al~¢~OCIctY~^nS~J. =£O-t• ^8 ~ NORTHWEST, INC. Geotechnical, Inspections, Materials Testing - June 16, 2003 STI Project No.: S030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Sheitey Lake 4th Addition - Construction Summary June 1, 2003 - June 14, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to repiace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information conceming the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. Subgrade for curbs and gutters was prepared. Coastruction observatiod and density testing services were performed. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest Bob Graham Civil Projects Manager , . cc: Buster Heitman, Shelley Lake Development . file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755 - ~ N4RTHWEST, INC. ~ Geotechnical, Inspections, Materials Testing July 7, 2003 STI Project No.: S030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 ' Attn: Mr. Randy Stronks Re: S6eiley Lake 4`h Addition - Construction Summary June 15, 2003 - July 5, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction - activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. Concrete curbs and gutters were poured. Construction observation and concrete testing services were performed. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest Bob Graham Civil Projects Manager cc: Buster Heihnan, Shelley Lake Development file 2214 East Riverside Avenue • Spokane, WA 99202 to Phone (509) 534-9711 • Fax: (509) 534-9755 ! 10 Sri NORTHWEST, INC. ~ Geotechnical, Inspections, Materials Testing July 14, 2003 STI Project No.: 5030016A Spokane County Engineer's Office 1026 W. Broadway . Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: S6elley Lake 4te Addition - Constructioa Summary July 6, 2003 - July 12, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Dear Randy: This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. No work requiring STI inspection was performed. Field inspection work on this project by STI Nortbwest, Inc. is suspended until further notice. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest Bob Graham Civil Projects Manager cc: Buster Heitman, Shelley Lake Development ' . file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755 spoCa Westwafts',12907 E Empfoe Way, &patcae, WA saZG6, Tet' w?.577.4M, F$x 508-477.E998 11 43ol31 Pa.-mdb ~ I -Map h[o. ~ - - • rD$te 07134~3 Wkmo ~ ~ _ p L . ~ . ~ E ~ ~r~aad + ~ ~ ~ I irrt°fvHFS ~ FX 'r 7- ~rdinata.a ~ Kon4acUngfPaved EcGentric Pmtecfion ~ Remarc ~ ~ ~p $~•5 ~ M1 ~V . ~ vcR _ 1 ~ # , ~ '~•f.l. Tum... r ;ape AiNO F*Y.. M"'~F 'f~ "Uor MU N2MQje smx*jm- uRfmes n&wWt+ea ~ I ~ . , I ' ~T ' i - l • I . ~ v u c I ~ ~ I I ~ 'L 1 v~ ~ , ~ LD ~ 03~T71Pa~P8Y~.3RiU1 If pi4~;1 ~ 8- 8-03; 8:27AM;5S3oKane C-'-nty Utfl ;509 477 471S _ ~ . 4 N~ 0 0 a/ ~J fA tn ts N±J-~ O tD CD V W O~ P W N ~ 4~~0 N W~,0 ~d Nso Q m m V W Q• y~.I Y V V~V r H V V V V V V V~ v~~~ g~ 9 9~ 8~~ 8 V V V v V V'Qd ~l V~ f~ TR ~ G_d f~ G1 ~A ~ J J J J ♦ A r ~ ~ J ~J J .r .r 1 J ~ J .i ~1 J I ~~~~~~~~~~~~~~~~~~~1 CIO Rw V m -1 -h m us CA at CA C" m gn cn . m 1 J J J J. J J ~ J i i ~ J • J J J 1 J ~ ~ J r J. 1 ~ i ~ i.. 1 ~ [A t~ d►w w co am a► o a r.4 oi a bi a 0 a o) a 6 a m a► m m 34WD ~ ~ ~ ~ y... ~ r Gi t0 A r r ~ ~ ~ ~ r. ~ _n ~ ~a .r. ~ ~ ~ .a ~ ~ -r ~ ~ ~ ~Y ID iD :-4s-4sL4 IM 1M kabaisiD - ~ r Q Q Q~~ ~ Q~ Q~ O N O~ A hQl ~ IV O N O I~i d ~ o a O O Q O O o O is O O d o O a O A o ~ O O O. O = o, o ~~o w ~a~~~~~~~~~ '®r . W ah A A ~ 3 3' ~ S 9 ,5. ~ 4 • ~ ~ ; ~ ~ ll~M' r+ W ~ ~ ~ W 4 ~ ~ ~ p b a, m R s i. CO a icw in cD ~ y.. ~ : ~ ~ ~ sss~da~$~Sgg~~~~$~~~~~~~~~~~~~g~ a~~~~:o ~ N W~ S A~ t1 ~ V$ A O W~~~ O~ Fti Of .:7,. i ~a ~Q O+ P a• ~ 41 C~ N N N C 4 O W 0 W rb V ~1 ~1 ~V ~1 V ~f v V~a m QD ~ tA Cn Gn p~ ~ ~ ~ ~ C3 €7 r 1M Y iY CY LN it1 itl 0 lh ir} V7 ' ~ r ~r w ~ Y' r r w ew ► r' 'r ~v s s V A ~ ~ ~ ~ r r t ~ r r ~ •r v~ ; r'. :Z f , - ~ ~ i ~ ~ { . J!j m m ~ ~ ~ ,n ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ F ~a ~ ~ cti uLI ~ . 4.,.J.J " t 3x~ ~s~u~ ~ au~~~~o~xs;av~+LZ;~e =EO-g 4f y r r~ # ~ ~ t~4 «tr 69i9' , So3~a r6 BOND ESTIMATE Prosect Name: Shelley Lake 4th Addition Project Number: P1750D Date: March 24, 2003 ~ Prepared by: GMM ' s ni rt ce kfal , Drainage Items 1 Drywell, Type A(ind. bad(fill, filter tabric, frame & grate) 1 EA $ 2.100.00 a 2,100.00 2 Drywell, Type BOnd. badcfill, filter fabric, frame & grate) 5 EA $ 2,700.00 $ 13,500.00 3 Coricxete Inlet, Type 2 2 EA a 600.00 a . 1,200.00 4 WSDOT Inlet and Grate 1 EA a 1.300.00 1,300.00 5 Cufi Inlet Type 1 7 EA $ 75.00 525.00 6 Metal Frame and Grate 2 EA $ 300.00 $ 600.00 7 Ripe, 154nch PVC 15 LF $ 25.00 a 375.00 8 Pipe.l24nch CPEP. or HDPE 40 LF 21.00 a 840.00 9 Pond Excavaaon Ind. Haul 425 CY a 8.00 $ 3.400.00 10 Seed, Fertilize and Mutch 10,000 SF a 0.05 S 500.00 11 Topsoil 50 CY a 6.00 a 300.00 12 Cbearing and Grubbing (1-5 acres) 3 AC $ 2,000.00 a 6.000.00 13 Riprap for Ditch (6 inch minus) 10 CY $ 25.00 . 250.00 Drainage ltems Sub-Tetal a 30,890.00 Roadway Items 14 Rough Grade (sub-grade preparapon) 2,500 CY $ 10.00 $ 25,000.00 15 Base Course 1,270 CY a 24.00 E 30.480.00 16 Top Course 1.120 CY a 24.00 $ 26,880.00 17 Asphatt Concrete PavBment 872 TN $ 45.00 $ 39.240.00 18 Curb and Gutter. Type R 4,300 LF a 10.00 $ 43.000.00 19 WSDOT Type Iil Baniqde 1 EA $ 250.00 a- 250.00 20 Street Signs 2 EA $ 100.00 $ 200.00 21 Monuments (1 approx. every 300 fl) 7 EA $ 200.00 a. 1,400.00 Roadway ltems Sub-Total $ 166,450.00 Erasion Corrtrol Items 22 Silt Fertce 800 LF a 4.00 a 3,200.00 23 Rodc Ccnstruction Entry 280 SY a 16.00 a.. 4,480.00 Erosion Cont►al Items Sub-Totsl $ 7,680.00 . SUBTOTAL of ALL ITEMS a 245,020.00 3% inflatton from year 2002 to 2044 a . 12,485.72 Sub-Total includi-ng inflatlon a 217,505.72 CONSTRUCTION TOTAL (includes multiplier of 1.10) 239.300.00 Inspection 24 Inspedion of Drainage Fadliaes 1 LS $ 1,254.00 1,250.00 25 Inspedion of Roads 1 LS a 6,050.00 3. . 6,050.00 . Inspsccti~on liems Sub-Tota! s.. 7,300.00 SUBTOTAL of ALL ITEMS $ 7.300.00 39'o inflation from year 2002 to 2004 3..- 444.57 Sub-Total including lnffaGon $ 7,744.57 INSPECTION•TOTAL (includes multlplier of 1.10) $ 8,500.00 GRAND TOTAL (includes multiplier of 1.10) a 247,800.00 ..o+- _0 ~R~~R ~ V _ S1E'~ N~ER ~yp 6p 10~ 140200 '.i0 +10 r~ ~~{ES ~ 3 # 6 SJp AA~~ ~ ~ ,ppENjNd 11ft ~ ~ 5, s~ Z 1 S 3~4 - ► 6 4 3 1t'o 95 g0 85 so - T5 70 66 t=7 64 ~ ~ 56 , 2 50 t- ~ v 40 W a 35 25 20 °'ao~ 0 0A 0 i ~ _ - io ~ - Y M~~M~ERS SILT OR C~ - s N SiZE GU - G Pi C~ o A°a u- pL r _ ~ ~,ledium F~ Gf;~J4L hs,~ °oarse- of ~„~.S 'p~►o" - ~ coBg oasrA._..-- v~r ~ - ~dQ fiC;ation Spe'c"t'en 0'0 p1o 030 _ 0 , 86 g,p52 Zti - _ tion - spell~ n*n 0,4 76-- ~ - ~ ~N s~zE a~ 4th pd&on - ne~~y Lak ~ pr4le~' . $fiej~y l~,~e R'Oa~ - ~ - Locato"• g0300iCA , - ar R! N`loR°~E ~ V.S. S1E~ N~ER 5p ~ 100,140 2W ~ 6 ~IO ~ S~Q ~~16 ~ ppEN1Na 1N ~'C ~ 1R3 4 .._"r VS 4 3 2 1~ 1- 6 ~ 100 96 ~ 85 8o ~ 75 70 65 O 60 ~ aro► ~ ~ v AO a 3.5► 3D - 25 . opp1 20 . 0 0i 1J i 0.1 io ~ 0R Y ~u~.►M~R$ SILT GL}~► 5 io GfWN SIZe tN Cu 0 100 SrAN~ ~ ~ L Pi 43 .1„ P n~o~ o~ Materia~ - • . _ A ot% ~ . _ . ~ ~n ~q c~ped _ 1•0 %cl2►, ~ 102T qrb,$and a.2 G~vel o,o .9 . .--r p3o 40•9 . ~'0 o.'►A$ ~ ~ Q,~oo °'~0 o.95a , Uon 4.993 - SPe~~n Identifi i~.i _ A.0 , ,02l. - TR~BU~°N- N SIZ~ p1S ~ - G~`~ - ~ 4 . Shett~/ t~ d a PrQ~e Shel ~ian' W e R~a _CWCS Lan ~ - . 4 umbel: S03pp~ ~ T w N ~ . ~ oRToV1tES► T ~O,,VR - ~ 145 . ~ 140 . 135 Laboratory ID No. 10271.0 ~ Description of Material 130 . Test Method ASTM D1557 Method B 125 TEST RESULTS Maximum Dry Density 137.2 PCF 120 Optimum Water Content 7•0 % ~ ~ ATTERBERG LIMITS W 115 0 ~ LL PL PI o . 110 Curves of 10096 Saturation for Speafic Gravity Equal to: 2.80 ~ 105 2.70 2.60 100 95 M M 90 NIN ~ ~ ~ F ~ 85 ~ 0 5 10 15 20 25 30 35 • WATER CONTER(T', 96 ~ s MOISTURE-DENSITY RELATIONSHtP ~ Project: Shelly Lake 4th Addition a 0 ~ Location: MH #6 JV Tff NORTHWEST Number: s030016A ~ .~r w..~...~.~..~r U.S, SIEVE C~PENI~ N~ ;S ~ U.S. 51E1/E PIURABERS r ~ FtYDR3ME7ER 6 4 3 2 1.6 1 912,~g 34 6 $1a 14i6 20 30 ~ 56 ~ 10Q1~204 I g5-- - -~---~---Y • ~D-- - . - - , ---~v-- ~ = • ~ , , - - - - - . Y 75 - _ - ~ - ~ _ • - ~ 70 _ , - - - - ~T__:__ C7 gp ____wY., _ ~ - - - : --~--~i, ~ ~ X i ~ ~ ~ a~~ - ~ ~ ~ ~ - - . : z~ . . ~ : : LU ~ ~ ~ , - . - ~ - _ \ . ~ ~ _ - ~ ~ `4 ~ " ~ ' 25 20 15 ~ _ : ~ _ • - - ~ , ~ - 5 - . _ . ~ 0r___r_ ~ 100 70 1 0.1 0.01 0.001 GRAiiV SIZE 1N AAILLIMETERS GR411'EL ~ SAND SILT OR CLAY COBBLES oaarse ~ fine I caarse I medium I fine specirnen Iden~~~on ~ ~escripWn of nnater;ai ~ ~ ~ ~ ~ ~ Cu ~1 1031 1.0 sw-snn 12.49 134.e7 m~ i.L Class A 0.0 11.66 120.63 • ~ uL class A 0.0 1.33 136.87F 1 ~ 1 I I I specimen Identifcca#ion D1 oD ~ Wo D30 ~ a10 1_~Gravel I %sand ~ %r3ilt ~ %~18y 101 1031 1.0 19.1 ~ 6.483 1 AGs oA67 43.7 49,7 _ 6 .6 ~ m ~ u. class A 0.0 ~ 19.1 ~ 7.023 N 2 ~ o.342 ~ 61.3 46.7 3.0 - ~ • uL c~~~s A 0.0 12.7 3.756 ~ 0.712 OAaa N 33.3 ~ $19.7 7.0 ~ ~ GR41N S1ZE DlSTRIBIJTIOIV Proiect; Snel3y l.ake 4trt Addition ~ Locatian; Shelly Lane Raad ~ ►~~rAF NORTHWES1' ~ Nurnber. s030016A ~F Project Na„ 5030016A Project Name: Shelley Lake 4th OF~TIliWEST Lab No.: 1031 I~ owri Sample Date : 7I17103 Sample Lacation: Shelley Lane Rd. CLASS`N &`B' ACP LABOR4TORY TESTING RESUL,TS Grada#ion: (ASTM ~~1 36 & C-1 17) Sierre Size % Passing Spec'rfication 314" 100 1 00 1 f2'" 95 90-100 3l80 83 75-90 114 " 64 55-75 No. 10 34 30-42 Na. 40 15 1 1-24 IVo. 200 T 3. Q-7. 0 Meets Specifications: Yes Z No ❑ Perr:en# Asphalt by 1JIIeight of Mix (NCAT IIIIe#hod) 5.82 Rice Spedfc Gravity: (ASTM D-2041) 151.4 - Repart of Gompression Test Result,s NORTHWEST Report # . . 10 2214 East Rivemiae Repart Date: &25/2003 Spakane iNrA 99202 Job Nurnber. S030048A OfFice: (509) 534-9711 Job Idatne; Shelly Lake 4th Fax: (509) 534-9755 Project Manager: Bnb Graham Specimen Ty,pe: 6x1L'" Concr~t~inders ASTM-C39 MMM ~..r,..., r..~..,..A~, Mix and Field Data Cas# Date: 6r251M Conftc#or°; Jirn Johnson Placernent. Type "R" curb and gutter, SW comet 9th + Shelley Lane Strengtn: 3000 psi @ 28 Days 1nspectvr: Mike Cunnirrgham Mix 1D: 32112 Actual SuRplier; CPM Slurtrp (irt.) ASTM C-143; 0,75" Load # ; 14 of 7 T+ 14ir Content ASTM C-231: 7.89~ Truck # : 913 iintt iWeight (Pcf) AS"i`M Cy1 38: N1A 17cke# # : 145394 Concrete Ternp. (*F); 77°F Plant # : 1 Batch Siae: 10.0 yd' Ambient Tenp. (V): 84°F water: U ' Weather. Pt. CIoudy leldmixiure. &]arav~~r Time Batch Time: 92:34 PAA Remarks: 0 fiample 7`ime: 1:25 PM f inish Time: 1:45 PM , Test Resu~ts Actual Break lV4mina1 Atea Load 5tmngtb Bmak % vf Lab* aafie Reed Test Date Time ~ (d~) S~ (in*) (l~) (Pgi) T~IRe Req'~d 5B ' . a 6P26=3 7=003 i 0:00 T 6x1 2" 28.27 105315 3130 SH 1 249b b 6P2612003 7=003 1:35- 28 - 8x1r 28.27 _126690 4480 SH 149% c 6/26/2043 7123=03 1:35 28 6x1 r 28.27 115250 4080 SH 1 36% d Hotd Omk Types - (CN) C". (CSP) Cam SM, (CSii) L`,01'te "Shew, (SH) SheaE, (CO) Cbluliu'ar ReYIeW@d By: . , Istribution Client: File: Producer, O#hers: Re~~~ ~~~~~ts JFT,ff ~~~~HWEsT Repart 11 2214 East Riverside Report Date: 612612003 Spvkane 1NA 99202 Job Wumber; S030046A Off'ice: (509} 534 9T11 Job Name: Shelly Lake 4th Fax: (509) 534-9766 Projec# Manager. 8ob Graham Specimen Type: 6x12" Concmte cylinders ASi`N1-C39 r..r, Mix and Field Da'kaa Cast fla#e: WW003 Cart#rac#or. Jim Johnson Plac:ement: Cross dr,ain, 9th l.ane Gaiway L.ane Strength: 3000 psi (M 28 Days inspector: Milce Coinningham _ Mix 1D: 3060E5 ~Ictual Supplier: CPM Slurnp (in.) ASTM C443: 5.5" Load 1st Laad Air Content ASl'M C-231: 4.2% Truck # : 967 - Unit Weight (pd) ASTNI C-135: IV/A ricket 9: 145533 Gancrete Ternp. (°F): 76°F PIan# # : 1 9atch Size; 8.0 ydP Ambien# Ternp. (°F): 84°F IfVater: $ gals Weather. Rt. Clvudy J4dmiacture; Daravair Time Batch Time: 1:45 PNI Rernarlcs: 0 Sample Time: 115 PM Finish Tgme; 9:50 PM _ Test Results Ac#uat Bmak Nomin$I Aree _ l.oad . St1rengffi- - Break %af Lab # nak Rec`d Test Dat+e Time Age (days) Site (lre) (IlYSS) J"i} Type Raq'd 1'157 a 612712403 7132003 10:00 7 U12" 25.27 76050 2690 SFI 90% b 6I27l2003 7/2412003 8:10 28 ex12" 28.27.. 97175, 3440 SH. 915~1'0 c 612712003 112412003 8: 10 28 Fx12" 28,27 971?5 3444 SH 11 69b d Hotd Bmk Types - (CN) COne, (CSP) Cone SpfrtF (CSH) Catie Shear, (SH) Show, (CO) Mamr Review+ed By: ~ "stribution Client: File: Praducer. Others: INSPECTION LOG Project Name: Shellev Lake 0 Addition n ~ Project No.: S0300016A NORTHWEST DATE REPORT INSPECTOR INSPECTION LOCATION & DESCRIPTION DEFICIENCY SOLVED J NUMBER TYPE Y/N REPORT No, rc4 LaAf C-: r gt0-V n N ~J 3 /.27 a6 Vv, , SS Z3 3 UW 45S ~ 3~3o y SS eq~Z~ (8A Y ~3 C~ 5 10, ~u~ qo ~ ~ qoG,uos ~ dy~~ y~ ya yo,)y41 ~ a~13 ~~Sd~ ~55 ;~~~d~e / l~~ lYll~a~~-yG7'7~~• y&~ l09 4110 yr6, yU~. yo y 4/~ X3 ~ ~11-5103 o M C~h~~ ~w CArneY y(.uke taint ~ I C Cr4 L - ~ 7 i sJb3 ~ c3.~.~v5kv,\-~k s j~ I!. I tv ,(N ~ SS=Sanftarv Sewer DT=Density Testinp C=Cancrete SD=Storm DrainaQe NoRTHWEsT PROJECT SPECIAL INSPECTIOh1 LOC PERMIT # 3628 E. FERRY, sPoKANE, wA (509)634-9711 FAx (609)634-97'65 PRaJEcT NAM~ ~ q4", STI Jos No.L30t~0 LG A- ADaREsS , REPORT INSPECTOR' TYPE OF LOCAtION OF PASSJ CORRECTED COMMENTS TIME TEME QATE No, INITIALS IIVSPECTION INSPEC7iQN FAIL ON51TE OFFSITE VT- 'P 12: ~v~u ~A 7I0 3 .s §e~,e,~ deb;,,-,-4 dmm'~~ ~ ~57-p 03 ~ 4o C,irIX4-rt av s C? 3 c=> ~ ~ ► I i ~ ~ { I { 0;~5TALOG51IA15PEC"i7.,4G,dac NORTHWEST DA, i(FIELD REPORT 5~,2214 East Riverside Spokane, WA 99202 Proiect Infamation Project Name: Date: SHELLEY LAKE 4T" ADD. 2/21/2003 Project IVo.: Report No.: S030016A 1 Weather Arrivai T'rrie: Deparhxe Tane: P/C - MILD 1:30 2:30 Ciient: Local Repre9entative / phone numta HEITMAN BOB HEITMAN General Contracba: Site Representative / phone numba C & B EXCAVATORS SEAN Subcontractor STI Project ManaW / phone number BOB GRAHAM - Page No. of STI Representatives on site 1 1 JEFF HARTMAN - Manpawa and Equipment Used 1- HITACHI EXCAVATOR,1 CAT DOZER,1 CAT FRONT LOADER , Fie1d Observations Arrived at jobsite for onsight inspection. Observed contractor installing 8" PVC main sewer line between stations 18+50 and 19+00 0n 9* lane. Also observed placement of MH at station 18+50. Pipe connections and MH sections appeared to be installed properly with gaskets and lubricant. 4" Side servic,es were stubbed off 8" mainline at tlus time. Se°wer mainline was being properly bedded with bedding sand. Contractor checked elevations on MH mernoined above, before and after setting MH and inserting sewer m,ainline. Contractor backfilled first lift over bedding as being installed. ContYactor had not yet compacted. *ield Representative Contractor's Representative THIS DOCUMEhIT AND Rff62ENCED ADDENDA ARE TO BE CONSDERED PR9.IMNNARY UNTL REVIEVYED AND SIGMED BY THE STI CONSTRUCnON ENGINEBt AND/OR STI PROJECT MANAGER. . C `13-/l ~ Rcviewed by Date STI Proj Zer,/ Date Corresponding QEficiency Report No: Fidd Rqwn `2-2 erzar°' ,r N ~ DAk ~ FIELD REPOR.T O~I~~'~~E~ 2214 ~~vffgide - spokane, WA 99202 . ~ , Prolec# trkmiaWn Projmt Name: Dat~: SHELLEY LA,KE 4TH ADD. 212712003 PMoct No.: PmW No.: 503001fiA 2 Weamer AffW r'ue: D*uaue Tffne. Clear, 33° F 9:45 9 0:45 Cfient L«ol Rgprew4awe 1 phaw mmter Sh$l1y L21k~ ~~~~~pm~~ BustBE Heftan elffmE Contactr: Sit~e PApresartnwe 1 ptwe nurrter C & B EcacaUng Shawnl 879-891 ~ SubomMmir Sn PopCt Ma,eger I p~ww nwtw Bob Graharnl 534-971 1 Page Nb. af STI Repm=WivN on site i 2 Mike Cunnirrgharr/ 9547195 ~ ~ U-qed No acfivity at firne of inspedon, Hyster C.-832 vibrakry roller was used far compacdon. ~ ~MObsemwm - Arfived ax jobsite at canuacwes aquest fvr onsight inspection. Obsmed compacfion of subgrade aver sarYitary sewer line on the propased Caaine Lane from IIH 411 to 1ViJH 403 at -6fL belaw gcade, aW frnm MH 403 at -6ft. ta MH 412 at - 12ft. below grade. Dre to tite extremely rocky nawm of the nabive "Va,ltey Gravel" being used fbr backfiil, compaction #esting by nuclear densameter was not fmsable. The backfitl at the abave mentioned areas agpeared to he firirn and uayietdi.ng as tesWd by t-handle soil prabe. After oanversation with the site representabve, Shawn, he stated t1at he wou1d 1igWy water the next lift as it is being plaoA- ~ STI Field rese~vee Contramr's Representative Tws ooamw Am WUIMc~ AMeM ARE To aE CoNsnMM PaeJ+tIWr uMIL RMEWED ANn sicrrEn eY THE STI MNSIRUGTIOPI ENfiKEER ANIOR STI PROJEG'f MAh1AGER. * ~ C~ RzY1eWed by D3~ STI ProJ n"eI Date Crresponcfing Dekiwq RepOlt N0: firM PApon V7-2 sMaI . ~ 6.J ` ! 10 ~ . 5o (D ORTH . ~ ~ ~ 12 13 2 E«Y L~E ~ 1 2 3 4 ' 3Ra rDDIna 5 ~ 3 4 . ~ ~ ~ « _ : - g ~ . . . . , , , , _ i ~'y i 7 ` ~ ~ Y 2 ~ 3 4 5 ~ ~ ~ ~ s ' ,4"~ 4 6 7 B 9 10 ~ 2 - ' . . ~ 3 ~ Lt~L 4 5 WrArNORTHWEST ShelIey Lak~ ~th AddIt1011 J0b NO,; S0300016A Field 7VA7 2214 E. R-- -side 509-534-9711 pate, 9202 549-534-9755 fax Page2 0f Spokme,'VV rt ~ ~ DA"k Y FIELD REPORT SM IVORTHWEST 1 2214 ~ ~verside Spokane, WA 99202 . . ~ Pro[ect Irtformation Nect Nm: Dabe: SHELLEY LAKE 4TH ADD. 2/27/2003 Project No.: Repart No.: S030016A 2b weat,er arival roe: neparbure rme: Clear, 33°F 2:25 2:55 Client Loca1 Representative / phone rtunber Shelly Lake Development Buster Heitrnan ceneral conkwtw. sb Representative / prone rtumber C & g Exacafing ShawN 879-8911 SUbcontaft STI Projed Manager / phale nurber Bob Graham1534-9711 Page No. ot STI Representatives on sb 1 I Mike Cunninghaml 954-7195 ~ Marpoww and Equipment Used Cat CP 563-C vibr&ry sheepsfoot roller followed by Hyster C-832 vibratory roller Fidd Obsenratias ` Arrived at jobsite at aontractor's request for onsight inspection. Obsecved compadion of subgrad,e over sanitary sewer line on the proposed Carnine Lane from MH 411 to MH 403 at -4ft. below grade, and from MH 403 at -4ft. to MH 412 at - 9ft. below grade. Two lifts of -12" were added since inspedion earlier today. Due to the eactremely rocky nature of the native "Valley Gravel" heing used for backfill, compaction testing by nucleaz densometer was not feasable. The backfill at 1he above mentione,d areas appeared to be firm and unyielding as tested by t-handle soil probe. The site representaxive determined that no water addition was necessary, only the surface of the stocicpiles aPPeared drY• The contractor was canducting preliminary air testing of the sewer line between the above mentioned manholes. „ . f ~ . , STI Field entaaxiive Contractor's Representative THIS DOCUmENT AND RffERENCED AD09NDA ARE TO 8E CONS06iED PRBJMINARY UNTY.. REVIEWED APO SIGNED BY THE S1T ooNSTtucrioN errcwEER nNDloR STI 7c'7- Reviewed az. / L-er by Date STI Proj Date Correspondng Deftciency Repat Plo: F-,eld Rq)mc V2.2 9r28101 - W~~~ ~ DA~ i~ FIELI~ ~FORT SM NO~~aF~TI~I ~ Rivemide - Spotane, w~ 99202 ~ ~~fim ft*4 PFa„e: Da#e; SHELLE1f LAKE 4T" ADD. 212812003 Pmject r+Do.: Rkw I+lo.: ~~~~~16A 3 wtle#w A*W Tnw. Depatm Tine: CEear, 29°F 12:25 1:45 . Clied Local RopeseMative! phrre nurba ~ Shelly I..ake DeVel4pl'nel1t Buster Helbmil Geerw Comhctrar: Sibe RqmmanbM 1 0~om nwrber C & B Fscw2rhng ShaNn} $79-$911 sw-oontacar sTI RrqW ManW r pharte nmber Bt3b Gfaharm~ 534-9111 Poge No. of 5TI Rzpmembtives on site 1 2 {Vlike Cunningham1954-T195 ~ ~ a-4 Ewoment und Cat CP 563-C vibratory sheepsfaot raller fvllawed by Hyster C-832 vibraaq rvller, "Jumping JW, Cat DlG do~ FM Obmvabw ' ArrivW at jobsi#e at conuumes request far onsi& inspecfivn. Observed compaction af subgmcte aver sanitary sewer line on the prvposed Camine Lane fran1 MH 411 to MH 403 at -2ft, below grade, IVH 403 at w2fL to II+iH 412 at - 8ft, be1ow gra,des and on the prapased 9" Lane from MHH 404 to IIli 405 to sta 22+50, jusi weA af WHH 406 at -6 #o Sft 6elovv grade. Due ta the cxtremely rcycky nature of #he native "'Val1ey Gravel~ being used for bac,icfirl, cnmpaction testing by nu~lear densometer was nat feasable. T'he backfill at the above tnentioned areas a.pgeairod to te firm and unyieldmg as #mted by t-h,andle soil probe. A "]umping Jack" wa►s bei,n,g used to fwth= compact the Uackfill agains~ Manholes #411, 403, arnd 412. Stockpilod Nauve mWeri.al on the shoulders af the excavatian on Carnine Lane was being pushed into the excav.atiom with a Gat I]7G ta Wgin the next lift. A& S3I Field l~ ' ve Canuuctnr's Representative 4 THM DOaWEW #1ND RMMaICE) AOaENDA ARE To BE ODMEERED PRaMIARY IJMM RDaEWED Af+D SSGNED B'1' THE STI CDNSTRIMtON ENGWEER ANQfOR 5TI PRU.IE{:T GER • . ~ ~ i - ReY1eWed b~ STI Pr0~ ~ Careqmdng Ueficie[uoy Reped Na: ~ Rzp0itVx.z W2]Va1 ~ ~CE ~ 1 ' 5 10 I ~ ~ 9 ~ ~ 4 - 8 ORTH 12 ` 13 2 . . . . . 3 SHE.I.Y LA!(E ~I 2 4 3Ra AanITIo ~ 5 1 ~ ~ 4 ~ 3 4 6 , 1 2 3 4 5 2 3 5 4 E ~ ~ 3 3 8 0^ 9 10 , ! f 1 2 3 ~ 4 5 ~ 6 7~ . s , L4 C6 ~ NORTHWEST 5helley Lake 4th Addition Job Na.; 50300016A Eleld Repp~ ~ . 2214 E. R.ilf°rside 509-534-97I 1 Date; _4 U3 ~ 0 ~ . Spakaue, lv~ 9202 509-534-9755 fax Page -z-Of 2~- ~R7"MWEST DA~ . Y F~EL~ ~~~RT ~D 2214 East x~verside spAmA W~ 99202 . . ProW Inbrtnaton Pro*# Name: Date- SHEtLElf LAKE 4T" ADD. 31312003 Pmied Nto.. RAW r►bo.: - S030016A 4 Wearw A" Tme: DeparhnTne: Clear, 31*F 9:45 10:30 ciwt Local Rqremtarnre I phm nuinbw Shelly L2dce Qevelapment Busfier Hehrtan Getff k Cwhctor: Si#e ReprewbWe 1phone mrWber C & B ExaCating Shawnl 879-8911 stbxakaft 81fl Proled Marop f phm nmber Bob GrahaW 534-9711 page No. of srI Representa§m an sb 1 2 Mike Cunningham! 9%7195 ~ MwWw arrd Ecpomt lmd Cat CP 563-C vibrary sheepsW roller #ollawed by Nyster C-832 iribratory roller, "Jumping Jacc", Cat DlG ~~zer ; FM Obsevatwe Arfived at jobsit+e at uo~o~s Feqe~est for o~sight inspection, Observed compactian of subgrade over sankary nwer kine on the proposed Caraine Lane from MH 411 ta MH 403 at - gra&, MH 403 a# -1fl. to IVH 412 at - 8ft. be1ow grade, and on the pFnpased 9h Laste frOIiI II►H 4{}4 tO MH 405'#o ft 22+00, jUst W~ ~f MH 40(~i ~t -4ft beIUw gTade. Due to the exftmly rocky nature ofthe nabve "Valley Gravel" being used for backfi1l, compaction testing by nuclear densorneter was aot feasable. The bacckfill at the above meationed are= appeared t►o be firm aud uuyieldmg as tested by t-hattdle soil prabe ravith the excepUan of an area on the right side of Carnine Lane between sta. 1,+65 and 2+20. Soil probe penctrafian was -12" in this arear, indicating #hat campwtian ofthe Last lift in this area~ ~been missed. I pointed diis location out ta the siGte supervisar, it vvas recornpa.cted whilu I was still on site, and then ap1earad to be irm and unyielding by soil prnbe test. A"Jumping Jaclc" was being uaed to firther ccampact the backfill ag,aint Manholes #411, 403, a.ad 412. ~ - ~ ~ STI Field R~r~se ~e ~Contractor's ~pras~ntative To E}Dmh+w A[►a fumCm AmElw AnE TO BE a)NSU3~m m;u9JmIFmY 4b1fa RE111EWED AN7 SImNED 9Y THE STI OOhS1RlRCf1ON Bd61HEEft WdDfOR S'I'I PRDJEaT MAmGEP. ReV1eW~ Pirroj `~ate Field Repait v2.2 81M3 CwespOfdflg DefideM Rq7Gd IVO. 'E°z 1 ~ n N . - - ~ . . ~ 6 5 go . ~ ~ ~ . ~ ' ~ „ ORTH g 12 13 2 SHEur LnxE 1 2 3 4 aRD nnoMa a .S r ~ 5 ~ 3 4 , , , , . f MF~~+wl ~ I , . . . t, . - 6 (D ~ y 2 ~ 4 5 2 3 ~ 4 fi 6 7 8 ~ . , ~ 1~ 11 z ~ ~ r ~ 3 I w11 Li 4 5 k0 ~p s 7 ~ . . r 4P ~ ►~~'~'~NoRrHwESr Shelley Lake 4th Addition Jab No.: 50300016A , ; - - ~ Fie1d Rep r~ . 2214 E. Riverside 509-534-9711 i~atE: Spokane, WA 99202 509-534-9755 fax Page ? Qf 7, STI ~ NORTHWES?, ~ DA,,. _ Y FIELD REPORT 2214 Eest Rivesside Spakane, WA 99202 Proiect Information Project Name: Date: SHELLEY LAKE 4T" ADD. -3/5t2003 Fnoject No.: RtpW No.: S030016A 5 Weattler Arrival Tane: Departure T'me: Overcast 9:25 10:10 client Locat RWwwntawe ~ phone nunba Shelly Lake Development Buster Heitrnan C*nerw contwb- Site ReVe.sentatide / phane number C& B Exacating Shawn/ 879-8911 gubmtwfmr STl Projed Manager / phone rnmter Bob Graham/ 5349711 Page No. af sTl Repesentatives on site 1 1 Scott Millsl 534-9711 - Manpower and Equipxnent Used Cat CP 563-C vibratory sheepsfoot roller foilowed by Hyster C-832 vibratory roller, "Jumping Jadc", Cat D7G dozer Fietd Obsmvations Arrived at jobsite at contractor's request for ansight inspection. Observed compaction of subgrade over sanitary sewer liae on the proposed Shelly Lake Lane from MH 408 to MH 407 at 2'-3' below grade. . Due to the exiremely rocky nature of the native "Valley GTavel" being used for bac~ill, compaction testing by nuclear densometer was not feasable. The backfill at the above mentioned areas appeared to be firm and unyielding as tested by t-handle soil probe. A"Jumping Jack" was being used to fiu*er compact the bacldll against Manholes #408, 407. Sewer service was being placed Block 21ot 3 and 2. All of the azea tested appeared as per plans• - ~ S''I F' Representative Cantractor's Representative Tm ppqJNENT mv RffHENCM I1aDErpA AFtE TO BE OONSDBtED PRWM1NARY lJMll REVIEVUED AND SlGNED BY TNE STI CONSTRUCrIQN ENGINEER ArD/OR STI PROJECT MANAGER. 3 r , Date Reviewed by Date STI Proj age~7 i Correspondng Deficiency Report No: Fiem Repott V2.2 sV29(01 . e ~ I ..n C4 ` 10 . ~ 6 5 0 7 0 4 " 8 ORT-I g 3 12 ' 13 2 2 3 SNELLY LAKE } 4 3RD ADDITIO 5 3 4 . . . • 6 0 2 3 4 5 (0 1 ° 2 3 6 4 ~ 6 1 ~ 7 o 8 ~ r 4 ~ 0 10 11 ~ n L t..~ I ! ~ ~ • ~ 3 4 5 6 7 : 9 ~ 1 ` NORTHWEST Shelley Lake 4th Addition Job No.: S0300016A - ~ Field Report 6 2214 E. Riverside 509-534-9711 Date: 3's- -o 3 ~ Spokane, wA 99202 509-534-9755 fax Page-,g.Of z, f FIEI~D REP'Dl~~' I~Ai_ . 8"NORTHWEST 2-214 ~ ~~~ide Spokane, wA 99202 , Proadlrd6ma4nn prc~ect I►~e- ~e' SHELLEY LAKE 47" ADD. 3f12l2003 Prqed No.: Reput No.: , 5►030016A 6 vleal,er Ani,ral 'rme: aepara.~ rm~: O1V~~ ~ght ShO1NerS, 500 F 8:00 3:00 Cliert U)caf e " ! phane nwbff 5helly L2~ke aeuelopment Buster Heibnan C*M%W ConhckOr, SM Repamnbtive 1 phne nWw C & B ExacafiIl~ ShaW'N 879-8911 SWCanta*r STI fted manw 1 pltm nmkaw B4h GrahiW 534-971 1 page 1+o. of STI R*msmWm on sibe 1 3 Mike Cunninghaml 9%7195 _ MaMom atW EWO=f lnd Vlla,W truck air compmsor, various inflatable pipe plugs, air hoses, and air pressure gauge ~`i~d Qbswmtiom - Arnived at jvbsite ax srequest for air prwsuY`e tesfing af ne°w sewer lines. All ai.r pressure tests oFf sewer li= betwwn maoholes on Shelly Lake Lane, Carnine Lane, and Ninth Lane met or exceeded Spok,ane Cawmty Standards. Tbe rone +on Manholc #24 daes aa# fine up ProAerly wrth tbe steps in the harre1 oft.he manhole. Mlanhole 4411 does mot have any inle#s cast ia the base for future development. , STI Fiel ree. ss cc mta~tive Contractor's RepresentaLtive Tm mUF,B+(T AND REFERs[m ACibENDA ARE T4 aE CmIDmm PiiamwiRY UhdTIL RE1IfEm AhD SlGmm BY THE S'II a)TJSTRuC'f tm EKmEet AmlOm SU PRIuEGT ~G ReY1eW~ ~n ProJ Date Cornpandng Qefr%erq Report W. Ficia kepmt .rz.s aWDi AIR AND MANDREL FIELD TEST RESULTS PROJECT NAME: Shelly Lake 4th STI PROJECT NUMBER; S030016A jFTj N4RTHWEST REPORT NUMBER: 8 2214 E. RIVERSIDE, SPOKANE, WA 99202 DATE: 3l1212003 509-534-9711 FAX 509-534-9755 TECHNICIAN: MC 8 SM PAGE: 2 of 3 LOCATION MANDREL MAIN PIPE 1 MAIN SERVICE SERVICE TIME PRESSURE PASS COMMENTS Manhole to Manhole DIAMETER DIAMETER LENGTH DIAMETER LENGTH 1 FAIL (to 1/4 inch) (Inches) (feet) (inches) (feet) (Minutes) PSI MH 410• MH, 406 ~ 8" N 104 ~ 4" ~ 35 ~ 5~ 4,0 ~ P~ Airtest only N N ~ ~ N N ~ ~ ~ MH 405- MH 406 8" N 333 ~ 4" ~ 220 N 12 ~ 4.0 ~ P~ Air test only MH 445- MH 404 8° ~ 85 ~ 4" ~ 85 ~ 5~ 4,3 N P~ Afr test onlX MH 402- MH 401 N ~ 8° ~ N 230 4" N 215 ~ 12 N 4.1 ~ P N Air test only MH 401- MH 418A N ~ 8" N 131 4" N 95 ~ 9~ 4.2 ~ P~ Air test oniy N ~ N N ~ ~ N N ~ MH 412- MH 403 N N 8" N 126 ~ 4" ~ 85 ~ 9~ 5.5 ~ P ~ Air test only MH 403- MH 411 N ~ 8" ~ 270 ~ 4" N 85 ~ 12 N 4.1 ~ P~ Air test only N ~ N N M ~ M ~ ~ I I I 1 I I I MH 407- MH 24 N 10" N 300 ~ 4" 200 ~ 14 ~ 4.0 ~ P ~ Air test only, MH24 needs repair MH 407- MH 408 ~ 10" ~ 100 ~ 4" N 70 N 8~ 4,2 ~ P~ Air test only MH 408- MH 409 ~ 10" ~ 95 4" ~ 40 J 8 N 4.2 ~ P N Air test only MH 449- MH 410 10" 90 ~ 4" 65 ~ 8~ 4.0 ~ P N Air test oniy MH 410- Stub 10" ~ 50 - N - ~ g N 4.0 ~ P~ Air test only N ~ ~ N ~ -tc z~ . . 7~ 6 5 O 10 • . 7 ~ 4 g a „ CJRTH 3 12 , 2 13 1 2 3 4 sHEUY LaKE . , , , , , 0 , 3RD ADDlAO ~ f • 5 ~ ~ ~ . . . . V~► o ~ 3 4 13 6 , ~ y ~ ~ ~A~1 ~ . . ~ 4 5 O 12~ . W~y 2 3 6 5 4 ~ ~ g 7 O , 8 lko) 9 10 11 ~ 6~k~ ` ~ ~ ~ ~ a~n~'► . 40~ ~ ~ ~ • ~ 3~ 4 5 ~ ~ 6 - 7 IAV9 . jVT.'jFNORTHWEST Shelley lake 4th Addition Job No,; S0300016A . J ~ . ~ Field Repo ~p 2214 E. Riverside 509-534-9711 Date; Spokane, WA 99202 509-534-9755 fax Page~Of~ NORTHWEST DAILY 'F'iELD REPORT Project Name Date: ~ -I ~ Pf`0j@c# IVo. 1Tep(1f'k ND.'. SO. 30 7 We-aber Amval Tirne --Departure Iime ~ 'L"~-o Client . iocakepresenwane number r.-Amera r e eresen nne number SubconUactor STI Nect Man rl phane num r Page No. of .46 ~3~ l ~ Manpawrer & Equipmells~ . , ~ ~ comrnents: (Work Carpteted ApparenHy ,►00.~ z "Cle per SpecMcattom PmUerrts ~ 21~1d ` -'dutbffi) Q t l~•`~1~~?lr i }~lP . ~ ~~2~~..C'~.l~ ~'l~*~ ~5~.~ ~'TI k•#2 ~ . ~ .r ~.f STI ~EP~~~ENTAT~VE CONTRACTOR'S REPRESENTATI~JE This dacumen# and referenoed addenda ar+e tD be considered prelkrninay until revelwetl and signed by ihe STI construc#ion engineer andVor STI project manager. r` . ..r ,.,,...~,.r REVEWED BY: DATE STI PROJECT AGER: *E ~ - a.1i~n s5~t~ieldnap. prns ~onsponding Deficiency Report No. AIR AND MANDREL FIELp TEST RESUtTS pROJECT NAME: Shelly Lake 4th ST4 PROJECT NUMgER: S03001 BR waFtxHWEsT REPORT NUMBER: 7 2214 E. RIVERSlDE, SPOKANE,WA 99202 dATE: 312712003 509-534-9711 FAX 509-534-9755 TECHNICIAN: SM PAGE: 2 ot 3 LOCATION MANDREL MAIN PIPE MAIN SERVICE SERVICE TiME PRESSURE PASS CaMMENTS ManhoEe to Manhoie oiAMETER DIAMETER I,ENGTH aIAMETER I.ENGTH I FAIL ~ ; (to 1!4 inch) (lnches) (feet) Onches) (feet) ; (Minutes) PSI , MH 41 0- MH 406 ~ 7.25 104 P~ Mandre1 te~ st only I I I ~ I i I I I MH +405- MH +408 ~ 7,25 ~ 8° N 333 N • N - I • I - I P~ Mandrel test only M ~ N N N N r ~ ~ MH 405- MH 404 I 7.25 ~ 8" 85 I - I - I"~ I • ~p I Mandrel tes# only MH 402- MH 401 7.25 8" ~230 I - I - I • I - I P I Mandrel test only I I ~ MH 401- MH 18A ~ 7.25 N 8" ~ 131 ~ - ~ - ~ - I P ~ Mandrel test only I ! I I I I I I I I I I I I I I ~ I MH 412- MH 403 ~ 7.25 I 8" ~126 ~ - I - I - - I P ~ Mandrei test anly MH 403- MH 411 ~ 7.25 ~ 8" ~ 270 ~ - ~ - ~ • - ~ P ~ Mandrel tesk orly _ I ~ I I I ~ i j,~ I ~ MH 407- MH 24 10 t' ~ t7V0 I + I • I ~ I ~ I p MaIIV~I IGNI VIIIy ~ 9 ~ 1 MH 407- MH 408 ~ 9 N 1a" ~ 100 - • ~ - ~ - ~ p Mandrel test only MH 408- MH 409 ~ 9 N 10" N 95 I - ~ - N - I - ~ P I ~ Mandrel test only MH 409• MH 410 -9 I i op I90 I - I- I- ~ - ~ P I Mandrel test only I I I I # I I II I I ~ I I ~ I ~ I I I I I I , ~ .Ir i-•~i n czv ~i. , ; o 6 5 10 . , a o 4 11 9 g UORTH . ~ 3 12 2 13 l ~ 2 3 4 ~ SHELLY LAKE ~ 3RD ADDI71a dn5 ~ „ , 3 4 ~ r--{ 6 ~ 2401 3 4 5 5 ~ 2 . . 6 5 3 4 ~~l J-1 qQ 3 ycs 7 8 s 10 I 2 s - i ~ 3 30 4 5 6 1/o fc 7 • 9 jShelley Lake 4th Addition Job No.: S0300016A Fieltl Report 7 , 2214 E. Riverside 509-534-9711 Date: 3-27-G 3 . ~ Spokane, WA 99202 509-534-9755 fax Page,3 Of~ 0 AkVr17N0RTHWEST DAl_ 1 FIELD REPORT 1 ~ 2214 East Riverside ' ~Spokane, WA 99202 Proieci Information Project Name: Date: SHELLEY LAKE 4TH ADD. 6/4/2003 Project No.: . Report No.: S030016A 8 Weather Arrival Time: Departure Time: Sunny, 74° 10:30 1:30 Client: Local Representative ! phone number Shelly Lake Development Buster Heitman General Contractor: Site Representative / phone number ' C& B Exacating Shawn/ 879-8911 Subcontractor STI Project Manager ! phone number Bob Graham/ 534-9711 Page No. af STI Representatives on site 1 1 Roger Sahi/ 534-9711 ~ Manpower and Equipment Used Cat 330-L Excavator with operator ~ Field Observations Arrived at jobsite at contractor's request to observe installarion of four (4) drywells. Type "B" double barrel drywells were placed in three of the locations (Tract A@ 22' right of STA 2313, Tract B@ 22' left of STA 1170, & Tract D@ 22' left of STA 1213), and a type "A" single barrel drywell was placed at the north side of Tract A@ 22' left of STA 1213. Bottom of type "B" drywells is - approximately 11.5 ft. below existing ground level and type "A" is at 7.5 ft. Native material consists coarse clean sand with decomposed bedrock. The excavations measure approximately 17' x 18' at the top. They are lined with geotextile filter fabric. The barrel of the drywell was not wrapped in accordance with updated Spokane County Standard Plan B-lA. Excavation measurements and contractor's count of buckets indicate 4045 cu. yds. of 2.5" drain rock were placed in the excavations for the double barrel drywells. The filter fabric was brought over the drain rock to the drywell cone and a small piece of filter fabric was placed over the cone. The top of excavations were backfilled with native material to existing grade and a steel plate was placed over the opening. STI Field Representative Contractor's Representative THIS DOCUMENT ANO REFERENCEO ADDENDA ARE TO BE CONSIDERED PREUMINARY UNTIL REVIEWEO AND SIGlVED BY THE • STI CONSTRUCTION ENGINEER AND/OR STI PROJECT MAMAGER. Reviewed by Date STI Proj e anager Date Corresponding Qeficiency Report No: Fieia Rq*R v2.2 ansroI VIF72NORTHWEST REPORT 214 East Riversidc Spokane, WA 99202 Proiect Information Project Name: Date: Shelley Lake 4TH Add. 6/13/2003 Project No.: Report No.: S030016A 9 Weather Arrival Time: Departure Time: Sunny, warm 9:30 11:00 Client: Local Representative I phone number Shelly Lake Development Buster Heitman General ConUactor: Site Representative / phone number C& B Excavating Shawn/ 879-8911 Subcontractor STI Project Manager / phane number Bob Grahaml 534-9711 Page No. of STI Representatives on site 1 3 Tim Johsnon/ 954-7193 , - Manpower and Equipment Used 1-Volvo loader, 2-dump trucks, 2-personnel Field ObservaUons ' Arrived on site at the contractors request to test subgrade for curb and gutter. At the time of arrival, the contractor had compacted subgrade for curb and gutter on the left and right sides of 9`h Lane and Lane'A'. An STI proctor value of 137.1 pcf, was used for density testing. All tests produced results of 92% or better. The contractor had a loader and two dump trucks on site, and was moving excess fill off site. !n' r % III r / ~ I! V STI Field ~epre~sentative Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PREIJMINARY UNTIL REVIEWED AND SIGNED BY THE STI CANSTRUCTION ENGINEER APlDIOR STI PROJECT MANAGER. Reviewed by Date STI Project nager / Date Corresponding Deficiency Report No: Fie1d Report v2.2 6/26101 2214 East Riverside Spokane, WA 99202 549-534-9711 IVORTHV11EST Fax 509=534-9755 REPORT OF F'IELD CUMPA►CTION TESTS Nuclear IViethvd ASTM L7 2922-96 soils and aggreg,ates Date: 6I1312003 Project Narne: Shelley L.ake 4th Client: Shelley L.ake Ievelopment Project 54300016A Technician: T'un Johnson Field Repart Nu.. -9 Density Std.: 45516 Page: 2 of 3 11f1'oisture Std: 10613 Guage Id.: CFN # 63 Test Depth BeIDw Wet Moisture D7 I Material Compactian Percent meets Retest af Spec I.ocation ~ SG El~~adon °lo Nn. R~~ €fompaction I(ym) DT No. ~ 9th Lane ~ I I I ~ I I 1 ~ 12+00 rt ~ 0.0 144.1 ~4.9 1373 ~ i ~ 92 ~ 97 ; M Y I 2 12-#-00it ~ 0.0 ~139.3 ~ a.s ~ 133.1 ~ i~~~ ~97 ~Y 3 14+00 rt N 0.0 ~ 136.6 8.3 ~ 126.1 ~ 1 92 92 Y 4 ~ 14+00 tt N 0.0 4140.5 7.2 ~ 131.1 1 1 92 95 ~Y s N 16+00 rt M 0.0 ~ 138.0 ~7.1 ~ 128,9 1 92 94 Y ~ s~ 16+001fi 0.0 142.6 ~7.9 ~ 132,1 ~ i ~92 ~96 ~ v~ ~ 7 ~ 18+00 rt 0.0 ~ 134.7 6.3 126.2 ~ i 92 ~ 92 r Y 1 8 ` 18+00 It 0.0 ~ 143.2d 6.1 ~ 135.0 ~ 1 92 ~ ss ~ Y 9 I 20+00 irc ~ 0.0 ~ 140.4 5.8 132.7 ~ ~ ~ ~ Y ~ - io ~ 20+00 ix N 0.0 ~ 144.6 5.4 ~ 137.2 1 ~92 100 Y 11 ~ 22+00 rt N 0.0 ~142.9 4.8 136.3 1 1 ~92 N~~ ~Y I _ 12 22+00 it ~ 0.0 ~ 145.2 ~ 5.1 138.1 ~ 1 ~100 ~Y LaneW I ~ I I,. ~ I I 13 11-t-50 rt M 0.0 ~t35.9 6.5 127.5 ~ 1 92 93 Y 14 ii+so it 0.0 ~ 138.1 7.4 1,28.5 1 92 ~ 94 Y j 15 ~ 13+50 rr 0.0 ~136.1 ~ s.s ~ 128.6 ~ i 92 ~ sa ~Y 16 ~ 13+50 It 0.0 I134,9 6.8 ~.126.5 ~ i I92 I92 Y X ~Modified Proctor A,STM D1557-9$ Sfandard Proctar ASTM D698-98 Material Descnpdon max opt corr. Max No. density rnoisture density 1 Sandy gravel 1ab ID. 544 ~ 137.1 ~ 6.4 ~ 2 wlrock correctivn 141.0 ~ ~ ~ ~ , ' R iV ~ . 10 • ~ ~ 5 (D (;.1 ~ 4- R OR'1"M 9 3 12 13 . 2 . . ; ~ 5HELLY LAKE 3 . . . , 4 aRD AoQrno ~ L,;r ~ C, ~ dt 3 4 6 ~.f ~ r ~ -4 . 2 5 1 3 4 5 4 , ¢ 2 3 3 6 ' 4 1 ~ 7 ~ ~ M 10 ~ L 3 ~ 4 5 6 7 9 WrjNORTHWEST Sheliey Lake 4tf~ Additian ~ Job No,: S0300015A . - ~ Field R p rt #f• ~ . Riverside 509-534-971 l QatB; ~~~~f D~ 2214 E. Spokane, WA 99202 509-534-9755 fax pagej Of 3 2214 East Riverside Spokane, WA 99242 r~~RTHwesr 509w534-971 i Fax 509-534-9755 REPORT (lF F1ELD COMPACTION TESTS Nuclear IWlethod AS'TM D 2922=96 ~ - svils and aggregates .,Cx ~i 4 Datc: Pro'~# Narrie: ~ J Technician: Froject ~ ~QnJ,6 Dettsity 5td.: L~ Field repart No_. ~ Moisture Std. 1 C? ~ f-5 Page. ~ Equipment ID Na.: Tcst ~,qcatiors Depth $elaw ~n~~ Moa tune I~riaterial Percent Pass ar iie#est of Na_ SC'r E[evatian (~O la C~~.) 1 T%Ax Campaetian FaEI DT No. L 17AOo [I -~oe) L 6, ~ ~ ,q ~60 9.S 4-0~ ~ ~ 72, ~ '06 z A + ~ a ~ ~ ~ 79 f3Z, . 16 ~ R 'b 116, Z ~010 /n crq ~ it) ~oc~ ~ oqo . ~f S',% 132=1 I ~ 96 P 10 kw- 1- 14q. 13T) ~ 50- -f +00 /42-1 1~~ ~ ~9 -0 . J7 ~(b L _~3 IR, ~OIAL ~ f~~ • ~9 ~ 07. s . 1 173 J38. ~4L 28, S' I T- 5-~ ~Ix,6 I ~ . f lb~~~ _ ~ • ~ : ~ ~ ~ ~ JC ~MadifiedPrnctor ASTM f]1557-48 ~ IStandard Froccar AS°1'M I?598-98 ProcCar i ab Llescriptipn • max upt s.orr. Max 7yo, No, density mnisture density 1.37- I ~ . ~ C> , ~ ~ NOaTHWEST e DAI ~ FIELD REPURT 2214 East Riverside Spokane, WA 99202 Proiect Infamnabon Project Name: Oate: Shelley Lake 4TN Add. 6/25/2003 ProjW No.: , Report No.: S030016A 10 weather AffWl rrm: Departme roe: Pariiy Cioudy, 84° F 9:30am,1:15pm 10:40am, 2:00pm Client Loca1 Representative / phone nurbw Shelly Lake Development Buster Heitman ceneral contactor: s;te Represefative / *w rxxrter C& 6 Excavating ShawN 879-8911 Subcontacor STI Project Mareer / phone nunber Jim Johnson Concrete Bob Graham! 5349711 Page No. ot STI RQpmentatives on siUe 1 2 Mike Cunningham, Neva Rezansoff Mamower and Equipment Used 2 Concrefie Mixers,1 Curb machine . Field obsenrations Amived on site to test concrete for curb and gutter, type R, by plan specifications. At the time of arrival, the eontractor had laid concrete up to ihe north side of 9`hLane around 19+00. Checked string Ievel and curb tayout. The level and layout appeared to follow the specifications and grade as shown on plan drawings. The curb machine was broken for an undetermined period of time. Rehuned at 1:15pm to test concrete for curb and gutter, type R, by plan specifications. Contractor had 2 mixers nwning aad the curb machine was working again. Gathered sample at sauthwest comer of 9`~ and Shelley Lake Lane. Concrete: 77° F, 0.75" slump, 84° F ambieIIt temperature, 4.8% entrained air, cast one set 6" by 12" test cylinders Curb inlets and gate inle,#.s were placed as shown on plans. , STI Field R entative Contractor's Representative THIS DOCn&NT IIND RffBiENCED AQ09NDA ARE TO BE CONSDBUD PFta1MINARY UNTL RE111EWED AND SIGNED BY THE , STT GONSTRUCfiON ENMEBt AND/OR STT PROJFCT MANAGER. Reviewed by Date STI Proj er Date Correspondng Qeficiertc,y Repat No: Fiem xepoft V2.2 WWoI Report of Compression Test Results , JVrff ~~~~HW~ST Report# : 10 2214 East Riverside Re~ort Date: 612512003 Spokane VIIA 99202 Jab Number; S030048A Office: (509) 534-971i Job Narne: SheIIy Lake 2nd&3rx1 cer#. Fax: (509) 534-9765 Project Manager: Bob Graham Specimen Type; 6x12" Concrete cylinders ASTIVI-C39 . Mix and Field Da#a Cast Date: 6l2512003 Conlrac#or: Jirn Jahnson Placement: Type "R" curb and gutter, SW oomer gth +Shelley Lane S#rength: 3000 psi ~ 28 ~ays Inspector: N1ike Cunnirt~gham Mix la: 32112 Actual Supplier; CPM Slump (in,) ASTJVI C443: 015" Load 14 af 17+ Air Cnnterrt ASl'M C-231: 7.8% Truck 913 llnit WeigFrt (pcf) ASTN1 C4 38: N!A rcket 145394 Concrete 7emp. (°F): 77°F Plant # ; 1 Ba#ch Size: 10.0 ydF Ambierit Temp. (°F): 84°F 1A~ater; 0 VMleath+er. Pk_ Claudy Admixture. Daravair Time Batch Tirne: 12:34 PM Remarcs: 0 Sarnple Time: 1:25 PIIN Finish Time: 1:45 PM Test Results Ac#ua! Break iVomfnal Area Load Streng#h Break % of Lab # Dafie Rec'd 7est Dat,e Time Age (days) Size (ire) (Ibs) (psi) fiyp'~ Reqad , 1456 a 6l2612003 7l212003 10;00 7 6x12* 28.27 105315 3730 SH 124% b 612612003 7l23#2003 1.35 28 Sx12p 28.27 126690 4480 SH 14996 c 8/2612i303 7123#2003 1:35 28 6x1 2" 28.27 115250 4080 SH 136% d Holtf Breala Types - (CN) Cone, (CSP) C.ane 5p1d, (CSM) Cone Slear, (5H) SIear, (CO) Columnar Reviewed By: , "i5tributio11 Clierrt: File: Praducer: O#hers: i N I i , • J ~ 6 5 10 . 4 7 O (D 8 NORTH 4 " 3 12 ' ~ t 2 ~ 13 ~ 2 3 4 sfiEUr La~ ` , 3RD ADDITI 5 ~ ~a4 • . c ~ ~ i t, 3 4 n g O 1 • " ' ~ R, ~ 1 ~ ~ ~ z 3 4 5 2 3 6 • 5 4 ► ~ s 7 0 8 ~ ~ r ~ ~ • 9 10 ~ 2 ' ~ ~ ~ ~ 4 • 3 30 4 5 6 7 . g ~ A CCDy~G~l~ ~ ~ . •s~~, ~ NORTHWEST Shelley lake 4th Additon Job No.: S0300016A . ; - ~ Field Report . I ~ ~ 2214 E. Riverside 509-5349711 Date; ol(20D Spokane, WA 99202 509-534-9755 fax Page 20f ? ~ NORTHWEST ~ DAILY FrELD REPoRT ~ 2214 East RiverA& _ spolCarie, WA 99202 - ~ ProW Cdwmation - Projec# Nlame: Shelley I.ake 4T" Ia4dd. 6#2612003 P%pect No.: Repart Na.: S030O1GA 11 = weattw AmW T'une: Qe~rt~e T"~rte: Pafdy CloUd]f, 84° F 12:30 3:20 Client LacW RVre=laWe 1pbm rtuter Shelty lrake Development Buster F~eftan Qw*ral ca~tracto': Site Rgresertbawe Jpham murbff C & B EXCaVating ShaINN $79-8911 sdxantracar s7I Praied Manager 1phm mffnbff Jim Jahnson Coraete Berb C-zahanV 534-9711 . Page No. of STI RApnmntatim on sb i 2 Wike Cunningh~ 954-7195 - MaTow arrd Eg4Mw,t used Wacker WP-1550 platie cornpacW 23.5 y& mix #306066, G sk corcrete supplied by CPM ~~d Obwvgm Arivcd on site to inspect and twt cancrete for crass drmn on 9h at Galvvay Lane. Cross daain was WaAc+d per deWl shad supgiied by CLC Associmtes. _ A manhole and water vaive were in the crvss drain arm, the water valve vva.s raised to znatch the cross drain, surfa.ce, 'The manhole was -i inch too high to eutch the crass drain, but could not be altered. Ilke cancrete was tqerod as smoottdy as possible to #he manhale nm. Ano#her water valve was in the naY#h curb -1iL r1orthwest ofthe ffow liae. See detail drawing far locatiuns ofmanhole and watrr valves. The asphalt pavmeut was sawed and retxovred per de1~ail sheet and the u:nderlYing gravel was removed to mmch the dep& of the m.isung concrete carbs. "Ihe diswrbed gravel was waured and consolidated with the Wacker WP-1550. '1'he flow xino was fornted as showin in the deWl drawiag Concrete: 76° F, 5.51+ slump, 8.0 gallans water add4 4.2°l0 entrained air, on~ ~et 6" by 12" test cy1i.ndm c.ast. STI Fietd Re.p nt~tive Contrar.tar's Representative THS MLENT M ItUeREM OBM 1UE TO ~COMMMM PRB.IMlWY UNTIL RE&V'S1 M SMF1O BY TkE 5'Il CUmTRlDC1'10N ENwm N+doR S'IT PROrIE{.T wmGEIi, ReV1ewed by D~~ STT PI'O]ec# Date CmeqxndClg Defldenc,y RAport Nt3: ~aa ~at,a.~ar~ai ~ F~eport of Corr~pression Test Results ~ . JVTJ NORTHWES-~ ~~~ort~. ,1 2214 Eas# Rirrerside Repart Dafie: 612612003 Spokane iNA 99202 Job Number: S030048A Off'ice: (509) 534-971 1 Jvb Name: Shelly Lake 2nd 8 3rd cer#. Fat: (509) 534-9765 ' Psoject Manager: Bob Graharn SpecimenType: 6x12" Cancrete cyl4nders AS"TYV!-~39 Mix and Field Data Cast Dste: 8#2612003 Contractow: Jim Johnson PIacernent: Crass drain, 9th l.ane +Gal3rvay E.ane Strength: 3000 psi @ 28 Days Inspecfor: Mike Cunningharn Mix ID: 306066 Actual Supplier; CPIVI Slump (in.) 14STM C443: 5,5" Laad 1 st Lnad Air Conten# ASTM C-231: 42% Truck # : 967 Uni# Wei+ght (Pc#) ASTM C4 38: N1A Ticket # • 145533 CVnLrtnLe Te7„pr (*F)• 764F PIarit # • 1 BaYrch Size: 8.0 ycP Ambient Temp. (°F): &4°F Water; S gals Wea#her; Pt. Claudy Admixture: Daravait Time Batch Time: 1:05 PM Remarks: fl Sample "Time: 1:35 PM Fenish Tirr:e: 1 :50 PM Test Results AG#ual Smak Nomina! Ama Load 5trength 8reak % Of Lob 9 Date Rec'd Tesf E]ate Time Age (days) Size~ (w) (Ibs) (Psi) TYPe Req`d 1157 a 6/27#2043 7/312003 10:00 7 Gx12" 28.27 76050 2890 SH 90`3~ ~ 6/27r2003 7~4/2003 8,10 28 6x1 2" 28.27 97175 3440 SH 115% c 6127/2003 7/24/2003 8: 1a 28 6x1 2m 28.27 97175 3440 SH 115% d Hola Break Types -(CN) Cane, (CSP) Corte Spit {GSH} Cane Shear, (SH) Shear, (co) Calumnar ReVMeV1f@d By: , "istdbution - CIient; File: Producer: Othem: K- w 2048.47 CR 2445,97 FL ~ y. ~ PaOPosEa isLANo, SEE gb DETAIL 2, THIS SNEET. ~ 5' CURB TRANS1710N ry^~'►~~, ~ ~ry~ +ry~►.~.~ ~ ~ 4 ~ eh ~ ~ C1 I~ ~VI~Q +I1❑~y ~ .1 w tl~^,~ if! ~(D TRANSITION ~ ntl 2048.68 CR 2042.10 TA 2048,18 FL 2048.15 TC 2046.59 CR ~ 2047,65 FL . 204$.09 FL 2647,63 MCR 2047,11 TC 2047.13 FL 2-048,61 FL ' r 2042,07 FL . • ••i~~ . ~ . •y' , ~ ~ • r - ~i ~ 4 F • ~ ~ f I.. 'M 'R . ji ~}(~44.13 -Lf~ /~p .~Fa S ~5i1 r,' .r.F' S ~ LW 2043.80 FL ; ' '.t~ . ~ f e • • ~ •'R Y ~ 2043.69 TC 2043.36 FL ''T;`- • , 2439.95 GR , • ' . 2043.14 MCR • r' 203M2 FL 'r;,~.H•2442.91 FL 2040,74 TC 2042.59 TC , 2040.37 FL 2042.76 FL ~ 2041.45 MCR 2042.81 CR <1 2041.12 FL 2042.43 FL ~ ~ ~o~~.~; ~ TRANSITION SMaoTHLY FRoM v~ CEhJTERLINE GRA~DE DOWN TO , FLDWLINE 2043.07 cR , 2q42.69 FL GALWAY ,A~E DE-A , SLALE: 1nx! ' NORTHWEST e DAILY FIELD REPORT .~T/ZZia East x~versiae Spokane, WA 99202 . ~ Prolect Infama~tion Project Name: Date: Shelley Lake 4TM Add. 7/15t2003 ftied No.: Remt No.: S030016A 12 weat,er nnivW rrne: oepatn rune: Clear, 90° F 12:30 4:00 Client Local Repmentabe / phow nuntw Shelly Lake Development Buster Heilman Generai Contrw6or. Site Repremttative / phorte number C & B Excavating Shawn/ 879-8911 Suboontractor STI Prajed Manager / phone number Bob Grahaml 5349711 Page No. of STI Representawes on sb 1 fi Mike Cunninghaml 954-7195 - MarWwer and Equtpment Used No equipment in use at time of visit Field Observatorts Amived on site to inspect aud test compaction of CSTC. Upon arrival ai the time specified by the comractor, both lifts for a total of 6" of CSTC were placed, graded, and compacted and Inland Asphah had left the site. Results of Inland Asphalt's density tests camied to one tenth of one perceni by nuclear densometer of the top lift were painted on the gravel surface. The upper lift of CSTC was tested for compaction by nuclear densometer in backscatter mode and the lower lift was tested by driving a pin through the CSTC and t,esting at 4" by nuclear densometer. Approximate n~~ximum density value was obtained by comparing an Inland test shot to my test shot at the same location and calculating backwards. A sample of the CSTC was obtained for lab test of maximum density per ASTM D-1557. All test locaiions but four of fifly-seven met or exceeded Spokaae County staadards of 95% vompaction based on the approximate maximum density value obtained from Inland's resuhs. Those four were 94% of maximum. See "Results of Field Compaction Tests" for further details. Curb reve,als appeared to be correct for 2" of class "B" asphalt concrete pavement per de#ail "B" on page 6 of plans. Contractor was adjusting manhole rim elevations at time of testing. STI will return to test compaction of CSTC around manholes at a later date. Ao~ Al'-Y ~ . STI Field Rep tative Contractor's Representative THtS DOCUIuENT A(m REFEREPlCM ADDErDA ARE TO BE OONSDERED PFtEIJMiNARY UMIL REVIEWED AND SIGNED BY THE STI OONSTRUCf{ON ENG{NEER AND/OR STI PROJECi MANAGER. 2 8 C2~ Reviewed by Date STI Proj er Date Caresponcfing Deficiency Repai No: 221 4 Eafil Rivergide SpOlane, WA 99202 S09-534-971 1 NORTHWEST Fax 509-534-9755 REPORT OF kEEi,D CDWAG`TION TESTS Nuclear Meth+ad A►STM D2922 96 gnils and ag,gregates Da#e: 7115l2003 Project Nant~: SheHey LAe 4th Client: Shelley Lake Develapment Project S0300016A '~e~rnic~an: N~ike Cun~ingl~arn Field Repor~ ~a.; 1~ i7em1ty Stdii 2574 1 agLr 2 Vf 5 Mo1sturC Std: 689 Guage Id.: 7'roxlcr#21303 ~ Test ~~oa DePfh B~ow Maista[~ ~ Eky maw~ ~ p~~t 't'~ R~etest SG Flevatico ~ (P'C~`'~ A1u. ~ Coar~an DT Na. ~ #1 ~ 9th Law, 13+1 art ~ +0.5 F137.0 3.1 132.8 1 95 97 Y~ #2 9th Laae, 13+$0rt +0.5 ~ 136.6 3.0 132.2 1 r 95 ~ 96 _ 1~ ~3 9th i.,am, 14+50rt +05 136.5 r 2.9 , 132.6 j i r 95 97 Y' - #4 sdk Lane, 15+40rt ~ +0.5 136.2 2.6 137.18 1 ss ioa ~ y #s 9th Lane„ 16+00rt ~ +0.5 ~ 141.0 3.4 '136,3 i 95 N 99 N y ' 06 gth J=c, 16+70rt +o.s 13s.6 3.4 134,0 N 1 N 95 N 98 ~ y #7 N ~e I=e, 12+40tt +0.5 139.1 3.3 134.7 1 95 ~ 98 N y ~ #8 Carnfne i", 11+601t +D.S 135.9 17 132.3 I ` 95 ~ 96 ~ ~ ~ Camine Lme, I 1+80rt -w.s 137.9 3.2 133.6 L i r 95 N 97 y 910 Camine I.aae, 12+30rt ~ +05 J 136.1 2.7 132.6 1 95 ~ 97 ~ Y~ #11 9#h Lane, 17+40rt +05 140.3 3.7 135.4 , 1 95 L 99 Y ~ #12 9th Laae, 17+50rE +0.2 138.9 ~ 2.6 L133.4 1 ~ 95 99 ~ ~ ~13 9th Lmw, 17+90rt ~ +0.'5 ~ 136.5 2.3 133.5 i ~ 95 97 Y 1 , 414 9th Iznc, 18+60rt ~ +0.5 IU.o 2.9 136.1 1 _ ss N ~ ~ ~ M Lme, 119+30rt I +0.5 136.6 2,4 133.4 1 s~ ~ ~ ~ 9di Lane, 20+10rt +v.s 143.0 , 3,1 - 138.8 1 95 101 y I ~17 9th Lane, 20+10rt - +0.2 139.9 N 2.1 ~ 137.0 I 1 N 95 N 100 y #19 9th Lane, 2 1 +1 urt M +n.s M. 139.0 ~ 2.5 I 135.9 ~ i ~ j 99 _J Y . X IMoMed Proctar ASTIVi D t s57-9s standard Prmtor As'TM D698-98 y m~ Q~ oO~i. Ma.X ~GII~#1QA NO dCnSI~ III#1Swi~B dCflslt}+ . ~ 1 CS'1 C, Lab # 1027 ~ 137.2 . 7.0 ~ ~ ~ . ~ 2214 East Riverside Spokane, WA 99202 NORTHWEST 509-534-9711 Fag 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nucle,ar Method AS'TM D 2922-96 sofls and aggnegates Date: 7/15/2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development Project S0300016A Technicisn: Mike Cunningham Field Report No.: 12 Density Std.: 2574 Page: 3 of 6 Moisture Std: 689 Guage Id.: Troacler #21303 Test ~ ~ Locatioa lOw ~~ty Moisture Materal Q11 Percent S~~ Retest of No. SG Elevation JPCF~ ~FL No. ~ Compaction DT No. #19 9th Lane, 21+80rt +03 137.5 2.1 134.7 1 95 98 Y #20 9th Lane, 22+90rt +0.5 140.3 2.4 137.0 1 95 100 Y #21 9th I,ane, 22+90rt +0.2 141.7 2.2 138.6 1 95 101 Y #22 9th Lane, 23+60rt +0.5 144.1 2.8 140.2 1 95 102 Y #23 SheUy Lake Ln, 25+{)01t +0.5 135.3 2.3 132.2 1 95 96 Y #24 Shelly Lake Ln, 24+1 Olt +0.5 139.9 3.3 135.4 1 95 99 Y #25 Shelly Lake Ln, 24+001t +0.2 141.9 3.3 137.4 1 95 100 Y #26 Shelly Lake Ln, 23+00lt +0.5 134.1 2.3 131.0 1 95 95 XY #27 Shelly Lake Ln, 22+001t +U.S 137.9 4.0 132.6 1 95 97 Y #28 Shelly Lake Ln, 20+801t +0.5 135.4 2.7 131.9 1 95 96 XY #29 Shelly Lake Ln, 19+50rt +0.5 138.0 2.1 135.2 1 95 99 Y #30 Shelly Lake La, 21+50rt +0.2 139.3 2.3 136.2 1 95 99 Y #31 Shelly Lake Ln, 22+30rt +05 141.4 2.2 138.3 I 95 101 Y #32 Shelly Lake Ln, 23+44rt +U.S 138.5 3.0 134.5 1 95 98 Y #33 Shelly Lake Ln, 24+30rt +0.5 139.0 2.5 135.6 1 95 99 Y #34 Shelly Lake Ln, 24+60rt +0.5 144.1 3.3 139.5 1 95 102 Y #35 Shelly Lake Ln, 24+70rt +0.2 144.9 3.3 140.3 1 95 102 Y #36 9th Lane, 22+501t +0.5 136.1 3.2 131.9 1 95 96 X Modified Proctor ASTM D1557 98 ~Standard Proctor AS'I'PVI D698-98 , Material Description max opt corr. Max No. density moisture density 1 CSTC, Lab #1027 137.2 7.0 2214 East RiLvcrside Spok,anc, WA 99202 509-534-971l NORTHWES►T' Fax 509-534-9755 REPoRT FYELD Com[PAC'TION TESTS Iduclear Methad ASTM D2922-96 soils and aiggrega#es Date: 711 5120p3 Project Nante: Slelley LaU 4th Client. SheUcy Lake Development PrDject M. S0300016A Technician: ~Viike Cunnir~gb~am Fi~ld Rep~r# No.: -12 I~nsity St[~.: 2574 Pug~: 3 ~f~ Moisture S#d: 689 Cuage Id.: Tmx.Jer #21303 ' et Mai~rre ~ i Materal Peromt ltetes# +of Test depth Be~~w V~ Na. ~tion SG E~iar~ Ile~si~y % ~xY No ~ I~npactic,n ~ U7' Wo. ~37 9th i.me, 20+80rt +o.s 138=5 ~ 2.4 135.2 1 95 ~ 99 y 938 9th LaQe, 19+30rt ~ +0.5 142.7 2.5 139.3 1 95 ~ 102 'Y _ #39 ~ sth Lme, 19+30rt ~ +0.2 141.3 2.7 137_6 1 95 ~ Ioo l Y "o . sth La=y 18+40rt ~ +a.s ~ 140.1 2.7 ~ 136A 1 95 99 y I #41 1 9th Law, I 7+7ort +0.5 143.4 3.21318,9 x 95 ~ io~ ~ ~ 442 Camine Lane, 13+70rt ~ +o.s '138.0 3.$ 133.0 ~ x N 95 ~ 97 r Y Camine Lane, 13+201~ +0.5 ~ 143.1 2.6 139.5 1 95 N 102 y I #44 Cam%ne Lme, 13+50cl +0.2 140.6 2.8 136.8 . 1 ~ 95 100 Y , 445 Cmnine Lanw? 12+20cl +0.2 1392 3.2 134.9 1 ~ 95 98 y #46 3th i$ne, 16+201t +0.5 138.1 32 133.8 1 ~ 95 se , ~ ~ W 9th Law, 15+401t -+-0.5 P139.5 36.s 3.2 132.~ i 9s 96 Y ~s 9r~► 15+40rt +0.2 3.0 P1343 3s.4 1, 9s ~ y ~s ~ 1s+ao~ +o.2 13s.2 2,9 ~ 95 98 y #50 9th I..ane, 14+501t ~ +0.5 136.1 4.1 ~ 130.19 ~ 1 f 95 ~ 95 x Y. 451 9th I.ane, 13+501t +-0.5 138.8 L 18 135.1, 1 95 98 Y 4152 9th Lane, 12+70it +0.5 137.9 2.9 134,0 1 95 98 ~ Y~ ~53 9th i.anc, 12+701t +0.2 140.0 ~ 3.3 ~ 135.4 1 f 99 Y. ~54 9th Y.anGy 12+201t +0.5 ~ 137.4 ~ 2.3 ~ 134.3 ~ 95 1 78 ~ Y T X ~Modifiea Proctor AsTM a1557-98 M ~Smadara Pmmt AsTM D699-98 ~atffw ~ ~ ~~ity l i CSTC, r.ab 4 1027 137.2 7.0 ~ ~ I I , 2214 East Riverside Spokane, WA 99202 509-534-9711 TT, NORTHWEST Fag 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 soils and sggregates Date: 7/15/2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development ProjeCt S0300016A Technician: Mike Cunningham Field Report No.: 12 Density Std.: 2574 Page: 3 of 6 Moisture Std: 689 Guage Id.: Troxler #21303 Tcst Depth Below w~ Moisture Compaction P~t M~ Retest of , Spec No. ~fi~ SG Elevation ~PCF~ % (~PCF~ No. d COmPaction Y/N DT No. #55 9th Lane, 13+40rt +0.5 137.5 2.5 134.1 1 95 98 Y #56 9th I.ane, 13+1Ort +0.2 137.2 2.6 133.8 1 95 98 Y N ~ . ~ ~ X Modified Proctor ASTM D1557 98 ~Standard Proctor ASTM D698-98 , Material Description max opt oorr. Max No. density moisturc density 1 CST'C, Lab # 1027 137.2 7.0 F • n s~ G V ~ ~ 4 ORTH 13 2 ' SH€I.LY LAKE ~ 3 4 ~ ~to Apa~ro 1 . . . . . ~ ~ ~ ~D 5 4 r ~ ~ - ~ . , 4 5 2 3 o 5 ~ ~ ~ ~ ~ ~ ~ y ~ lb 9 z ~ ~ 3 f IT 5 ~ NoRTHwEST Shelley Lake 4th Addition Job No.: S0300016A . ' - ` Fie1d Rep rt ~ ~ . 2214 E. Riverside 509-534-9711 D~tB. [ n~ ~ Spokane, WA 99202 509-534r9755 fax ~~~e Of ~ hI~F~TH1~V~~~` ~ DAILY FIE~.~l I~EPOR~' - ~~2214 EaSt Rive' ~ Spmbane, WA 99202 Frafject Irtf'omndon Praject Plarrre: Date: Shelley L~~~ 4TH Add. 7/1612003 P%WNo.: Repart Na.. S030016A 13 Weaft Arrnral Time: Depark►re 7`~ne: , Clea!', 90° F 1:00 1:30 Gliert Lacaf ~mtafve 1 ph= nudw Shel1y Lake Development Buster Heitnnan k Genwa! Corbacior. sIW R*mert" / ptwe naata C & B Excav~aing Shawn187'9-$911 Subnntraft STI Pmjed MaragW # phane nurter B0b C'arah2lri1534-9?11 Pqe Nv. of ST4 RWieen#abm cm siW 1 1 Mike CunningnanU 954-7195 Manpmw and Eq4mmt llsei CCeW of t1ree. ~o eqLllptrient iil USe +3t bm@ Of VtSft ` Fidd Obsemtim Arrived on site to inspect md test cnxnpactian of CSTC aaound manhales a#tx adjustment for elevation. Carntractor was adjusting manhole nm elevahons and gmuting at time of arrival. CSTC had been ba.ckElled around completod manhales but was aat going to conduct any compaction aciivities unti1 the grout has set up. Two compleW manhales were tested by soil probe. Resutts showed that CSTG Uad been p1aced araund the manhole wrth na water added. Contractor said that the manholes would, be ready ta test later taday. S'TI will return t.o t.est campactivn af CS'I'+C around rinanholes at a laer clate. ~ 7" ST'i Field rmentative [:autracWr's Represerardtativo 7HIS ma.imwe Am REMENcED ADoENDn ARE To eE aarrsmERED wRe.immRy UNTu- F&1riEM nND SIGNED BY THE - S'TI OONSTHUGT#[)H ENCNIVEEi WOR STT PROJECG G L( ftY16~ed b~ STI P1oj eT Correspmdiig i}eficienvy Re* No: Fiela Rqxat V2_2 i,2W0l ~~►NORTF~Vr1~EST ~ DAILY FI,ELD REPoR~r ~~z~ 14 Easc Rxverstde - ~~~a-ne, Wa 99202 wa%*Nxe~ ~Project 1nformation Project Narne: Date: ShelCG]I Lake 4111 Add, , 711712003 Projec# Na.: Report No.: S03D01fiA 14 Weather Arrival Time: DeWure Time: Clear, 71°F 7:30am 12:30pm Client; Lucal Representative 1 phone number Shei1y Lake Development Buster Heitiman General Contrac#or: Sb Representafire f ptkone number C $ B E[ca1Iafing Sha1WI1l 8 79-8 911 Subcontacboa STi Project Manager 1 phone number Inland Asphait Bob Grahami 534-9711 Page No. Of 5T1 Reprmntatives on site 1 5 Neva ReZansDfft 534-9 711 _ Manpaw and Equomnt lsW PA111NG CREW, 5 ASPHALT TRUClCS, 1 PA1lER, 2 HYPAC C747B DOUBLE ROLLERS, I HYPAC C7548 DOUSLE ROLL.ER, 1HYFAC C766C DOU9LE ROLLER Field Obsevations - ' Arrived on site to observe laying of one hft o~f aspha.lt. Upvn am'ual, the tack caat had been applied to al,l curbs and exssting vert.ical pavement. Existing asphalt had been freshly savcr cut. Paving crevv began laying asphalt at south end of ~~elley Lake Lane. The asphait was latd according ta design specifications, which called fnr a2 inch 1ift. Sarrtple af asplalt was cvllected on ShelXey Lake Lane at Stn, 19+I0. Field tem,perature afapproxi'Ltnately 275° F met specificatians, along with a subgrade temperature of 69'. Using a maximiun density of IS 1.4 lbfW, the asphalt density ranged from 88°/fl to 96°lo. Since not all the asphalt met density specifications of at least 92°l~, crevvs reralled problem areas. Upon rera'lling, ruests of asphalt met os exceeded minimum spocificatians. S7`I Field Reprelsti Contractar's Itepresentative THIS DOCdJFAENT AND REFEREPdCED ADDENOA ARE TO BE CONSl[}ERED PRQIlu9IN4RY UNT{L REVGEWED Ah1a SIGNm BY TFE STZ fiANSTRUCTOF! ENGINEER AhID1Q~ Sn. PROJEGT PAANAGER, ~ ~A Reviewed by '1]au STI Project anager Date, Gorresponding Deficiency ReporE No: ric1d Reaon vz_~WaroI 221,4 Eas# Riverside " Spai:ane, WA 99202 - 509-534-971i _ITT# NORTHW~ST Fax 509=534-9755 REPORT OF ACF FIELD DENSIT1' TES'FS ASTM D~~50-91 Date: 711712003 Project N ame: Shelley iake 4th C1ient: Shelley Lake I]evelopment Praject S03000I6A Technician: Neva Rezansaff Field Report No,; 14 Density Std.: 46517 Page: 2 vf 5 Moisture Std: 10475 Guage Id.; C'PN MD1030GD64 Total ~ Cotttpactitrn Me~ts Test Location Lift Density Materiat Reqd Percertt Spec Retest af No. (PCF) Ctass (9/0) Compaction (Y,lN) DT No. #1 Shelley Lake Lane, 19+151t 1 vf l ~ 144.7 ~ A~ 92 96 ~ Y ~ J 42 Shelley Lake Lane, 19+25rt ~ I af 1 1,3&8 ~ A 92 ~ 90 ~ N ~ 43 Shelley Lake Lane, I9+25rt I O€ 1 142.3 A 92 94 Y ~ 2 ; 94 N shei~~y Lake Lane, 20+10k 1 of 1 N 141.7 A N 92 94 Y ~ '#S ~ Shelley Lake L.ane, 20+20rt I of 1 ~ 137.1 ~ A ~ 92 ~ 91 ~ N #6 Sheli~~ ~e Lane3 20-~25rt I of 1 141.4 A 92 93 Y s 0 ~ Shelley Lake Lane, 21+101t 1 af 1, ~ 140.8 ~ A ~ 92 ~ 93 Y 48 ~ s~~ ~e Lane, 2 1 + 10irt N i of 1 N 140.5 A ~ 92 93 Y 49 ~ s~~~~ ~e Lane, 2 1+1 ort I of i ~ 142.2 A 92 94 Y ~ s 910 shelley Lat~e Lane, 2 t+sok I of 1 141.7 A N sz ~ 94 I Y I 411 She!!ey Lake Iane, 21+90rt M I of t N 143.0 ~ A ~ 92 94 l Y ~ 12 ~ Shelley Lake Lane, 22+50lt 1 af 1 ~ 142.4 ~ A 92 94 ~ Yr ~ #13 Shelley L,akc Lane, 22+55rt 1 of 1 ~ 140.1 ~ A, 92 f 93 ~ ~ ~ ~e Laine, 22+651t M I of 1 N 142.4 A 92 94 ~ Y 13 415 ~ shelley Lake Lane, 23f201t ' Yof i 145.1 ~ A~ 92 96 ~ Y ~ # ] 6 ~ Shelley Lake Iane, 23+2(}rt ,1 af 1 142.3 ~ A ~ 92, ~ 94 ~ Y ~ 417 ~ She~~ey Iake Lane, 24+201t 1 af 1 ~ 144.4 ~ A ~ 92 ~ 95 ~ Y 4 18 ~ sheil~~ 24~20rt , 1 of 1 ~ 140.9 A 92 93 Y' ~ Mai`I ~ Rice density Class Sample De,scz-iption ASTIvi a2041-35 No. A ~ 1,031 Asp]dt per bAwd Asphalt (Suilivan Plant) 1.51.4 ~ ~ - 2214 East Riverside Spokane, WA 99202 509-534-9711 NORTHWEST Fax 509-534-9755 REPORT OF ACP FIELD DENSITY TESTS ASTM D 2950-91 Date: 7/17/2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development Project S0300016A Technician: Ncva Rezansoff Field Report No.: 14 Density Std.: 46517 Page: 3 of 5 Moisture Std: 10475 Guage Id.: CPN MD 10306064 Test Total Material Compaction percent s~~ Retest of Location Lift Density Req d ~ DT No. No. (PCF) Class (oo) Compaction (Y~) # 19 ~ Shelley Lake Lane, 24+901t 1 of 1 ~ 145.8 ~ A~ 92 ~ 96 ~ Y ~ #20 ~ Shellcy Lake Lane, 25+201t 1 of 1 ~ 141.2 ~ A~ 92 ~ 93 ~ Y ~ #21 Shelley Lake Lane, 24+65rt 1 of 1 ~ 133.4 ~ A~ 92 ~ 88 ~ N ~ #22 Shelley Lake Lane, 24+60rt 1 of 1 ~ 144.1 ~ A~ 92 ~ 95 ~ Y ~ 21 #23 ~ 9th Lane, 23+00lt 1 of 1 ~ 141.3 ~ A ~ 92 ~ 93 ~ Y ~ • #24 9th Lane, 22+90rt ~ 1 of 1 ~ 138.1 ~ A 92 ~ 91 ~ N ~ #25 ~ 9th Lane, 23+00rt 1 of 1 ~ 140.8 A 92 ~ 93 ~ Y ~ 24 '#26 ~ 9th Lane, 22+301t 1 of 1 ~ 138.6 A~ 92 ~ 92 ~ Y ~ #27 ~ 9th Lane, 22+301t ~ 1 of 1 142.1 ~ A ~ 92 ~ 94 ~ Y ~ 26 #28 ~ 9th Lane, 22+30rt 1 of 1 ~ 141.2 ~ A~ 92 ~ 93 ~ Y ~ #29 ~ 9th Lane, 21+I0rt 1 of 1 ~ 142.1 ~ A~ 92 ~ 94 ~ Y ~ #30 ~ 9th Lane, 21+lOlt 1 of 1 ~ 141.7 ~ A 92 ~ 94 ~ Y ~ #31 ~ 9th Lane, 20+05rt 1 of 1 ~ 141.7 ~ A 92 ~ 94 ~ Y ~ #32 9th Lane, 20+051t 1 of 1 ~ 141.7 A~ 92 ~ 94 ~ Y ~ #33 ~ 9th Lane, 19+1 Olt 1 of 1 ~ 141.1 A~ 92 ~ 93 ~ Y ~ #34 9th Lane, 19+10rt ~ 1 of 1 ~ 140.5 ~ A~ 92 ~ 93 ~ Y ~ #35 9th Lane, 19+1Ort ~ 1 of 1 ~ 141.0 ~ A~ 92 ~ 93 ~ Y ~ 34 #36 ~ 9th Lane, 18+20rt ~ 1 of 1 ~ 142.1 ~ A~ 92 ~ 94 ~ Y Mat'1 Lab Rice density Sample DescriPtiQn ASTM D2041-95 Class No. A 1031 Asphalt per Inland Asphalt (Sullivan Plant) 151.4 ~ ~ . ~ ~ 2214 East Riverside Spakane, WA 99202 509-534-9711 IWVJF NORTH1rVEST Fax 549-534-9755 REPORT OF ACP FIELD DENSITY TESTS AS'TM D2950-91 Date: 7117l2003 Project Name; Shei1ey Lake 4th Clien#: Shelley Lake Develapment Project 4: S0300016A Technicran: Neva Reaansoff Field Repart No.; 14 Density Std.; 46517 Page: 4 of 5 Mais#ure Std: 10475 Guage Id.; CPN MD10306064 ` I' Total ! Ivia'terial Camg~tction Fer~t ~e~ Retest of T~st ~catior~ Ltf~ Deiisity R~d p lyo. (PCF) Class (a,~) Compactio~~ #(Y/N) T]T No. ~iW Carnine Lane, 13+84rt 1of 1 ~ 14I.6 A~ 92 ~ 94 ~ Y ~ ##38 Carnine Tfane, 13+801t I of 1 ~ 142.5 A~ 92 ~ 94 ~ Y ~ 439 a Carnine Lane, 13+201t ~ I of 1 140.9 A ~ 92 93 ~ Y' ~ #40 Carnine Lan,e, 13+10rt 1 Of l 143.7 ~ A. ~ 92 95 ~ Y ~ #41 ~ Carnine Lane, 12+001t yi of 1 140.5 ~ A ~ 92 ~ 93 ~ Y ~ 442 ~ Camine Lane, 12+-001t 1 af I ~'141.6 ~ A# 92 ~ 94 ~ Y ~ 41 #43 C ~ Lane, 16+60rt i of 1 141.4 A 92 93 N Y N 444 9ffi Lanea 16+60tt ~ i of 1 140.7 { A 92 93 Y 445 N 9th La,e, 15+201t ~ z of 1 14.1.2 A 92 93 y #46 ~ 9th Lanep 15+20rt 1 of 1 ~ 140.6 ~ A ~ 92 . ~ 93 ~ Y ~47 9th Lane7 15+20rt I of 1 140.3 r ~ ~ ~ 9-3 Y 46 448 ~ 9th Lane, 15+20rt I of 1 140.8 ~ ~ ~ ~ ~ ~ 47 ~49 9th Lane, 14+051t I of 1 139.0 ~ ~ ~ 92 ~ 92 Y 450 ~ sth Lane, }a+osit ~ i of 1 142.~ A 92 94 Y 49 451 ~ ~ ~,~e, 13+20rt 1 of I t39.~ A 92 M 92 Y _ 452 ` 9th Lane, 13+20r-t I of L 139.8 A 92 92 Y N 51 ~53 9th Lane, 13+20rt N i of 1 140.4 A M 92 ~ ~ ~ ~ 454 9thLane, 12+00rt I of i N 140.8 ~ A 92 93 Y Matl t.~b Rice aenstty ciass sampte neszriptiori AsTM a2041-95 No. ~ . A 1031 Asphalt per Inland Asphalt (Sul livan Plant) ~ 151.4 ~ ~ , ~ 221 4 East Riverside Spakane, WA 99202 509-534-9711 $I'# IwORTl-11IUEST Fax 509-534-9755 REPORT OF ACP FIELD DENSITY TE57'S ASTilrf I] 2950-91 I3ate: 711712003 Praject 11Tame: Sheiley Lake 4th Client: Sheliey Lake Developitent Project S0300016A Technician: Neva Rezansoff Field Report No.: 14 Ilensity Std.: 46517 Page: 5 of 5 Moisture S#d: 10475 Guage Id.; CPN MM103U6Db4 otal Campactian Mee#s Test Maferial Ferccnt Retest of iocat-ion Lift Density ~las~ R~fd C~tx~~cti~n ~lT Na. ~ ~Jo. ~ (PCF) (y/N) . 955 ~ ft LancS 1 1+9art I of 1 ~ 146.2 A M 92 ~ 97 N v 456 9th La=, 13+20lt ~ 1 of 1 N 1363 A 92 90 ~ N ~ ~h Lane, 13+20it ~ 1 of 1 ~ 1403 A 92 93 Y N 56 458 9rn Lane;1 1+901t ~ ~ 1 1.37.5 ~ A ~ 92 91 N N 459 9th Lanea 1 1+901t I Of 1 N i38. 1 A 92 N 91 ~ N ~ 58 ~r .~Z- Ma ~ 9th Lanea 1 1+851t 1 of 1 138.6 A 92 92 Y 59 ~61 9th Lane,14+io1t ~i Of 1' ~ 136.7 N A 92 90 N N N ~~,-Z T - ~62 9th Lanes t a+ 1 olt i Of i . N 138.3 ~ A ~ 92 91, ~ N ~ 61 9r J5 #s~ ~ ~ Lane, 14+1 ait L of 1 139.8 ~ ~ ~ ~ ~ ~ J?..31f 464 ~ 9th 'Lane, 13+20It ~ I nf 1 ~ 140.3 ~ A 92 ~ 93 ~ Y ~ 57 qZA°~ ~ 9th Lane, 14+101t ~ 1 of 1 1,41.0 ~ A 92 93 Y 63 13, 0 966 ~ 9th rane, 1 1+901t N r of 1 140.8 N A 92 93 Y N 60 ~ N ~ ~ f I I ~arl Lab Rice densi#y Sample Tl]esaiptian ASTM D2041-95 Class No. A 1031 A.sphalt per Wand Asphalt (Sullivan Plant) 151.4 ~ ~ ~ ~ DAILY FIELD ~.tEPORT STAf IVORTHWEST ~ 2214 East Riverside Spokane, WA 99202 Proiect Informatron Praject Name: Date: Shelley Lake 4TM Add. 817/2003 Project No.: Repat No.: S030016A 15 weather aff ;wa1 rme: neparbure rme: Partly Gloudy, 78°F 8:50am 1:15pm Client Local Representative / phone ntmW Shelly Lake Development Buster Heitrnan ~~l contmctw. Site Represerfttive / phone number C& B Excavating ShawN 879-8911 Subcontracbor STI Project Marapr / phorte nwnber Bob Grahaml 534-9711 Page No. of STI Representatives on site 1 2 Roger Sahil 5349711 - Manpower and Equipment Umd Roto-Rooter Trudc, Crew of two Field Observations Arrived on site at contra,ctor's request to observe cleaning of debris-filled sewer lines per Spokane County Utilities. The following lines were cleaned by blowing back material from uphill and vacuuming; MH 23 (164. 3/8.9) to MH 403 (164.0/9.3) and MH 410 (165.9/°9.8) to MH 24 (164.9/8. 8) including intermediaries. Contractor manually removed some visible debris from the bottom of MH 23, 408, and 409. Fat iCoGE.4 SA4 I , STI ield R entative Contractor's Representative THIS DOCUMENT M1D RffERBNCED ADDEPDA ARE 70 8E OONSDBtID PR6.1M{NARY UPRL. REVIEWm AND SlGNED BY THE STT OONSTRUCitON ENGIfJEER AND/OR STI PROJECf MANAG . (3c/ S D Reviewed by Date STI Proj t Manag Date Corresponding Deficiency Repod No: Fiela Report ,2.2 MoI . 10 . 1 ~ ~ . . . , ~ 4 1 ~ ORTH 9 ~ ,2 2 13 ~ ~ ~ 4 sHEu.r ~~cE , - 3RD ADDIT4 't 5 1 ~ E~e a~n' 4 ~ 4 • ~ i . . . . ts : o 6 ~ 1 2 + ~ 3 4 2 3 ~ 1 5 4 ,47 1 s 7 ~ 9 10 r ~ r L1o 2 3 ~ 4 5 fi 7 1 ' ~ `~J NQRTHwEsr Shelley Lake 4th Addition Jab No.: 50300016A - f ~ FEeId Report 2214 E. Rir+eTSide 509-534-9711 Date: ';/7/03 Spokane, WA 99202 549-534-9755 fhx Page 'Of a ~ DAILY FIELD' REPORT ~214 FAst RiVm1de Au:nsrnrhn SpokaIle, WA 99202 PM ~ir P~teCt lnfaril~~Gn PnBJP.d NwnB: Date: 5heiley Lake 4th $12012003 Ned NO.. P4W No.: S030D16A 16 Wea#her Arrival T'ane: DTarture rmte: Ck'ear H0t 9:00 3:00 Client Lacal RepreSeniafive 1 phone number General Gorbac#cx: Si#e Repmwhative 1 phone nffber Sdx*nactor STi Prniect Manager! phone nvrrbu Bob Gfah2rn 534-9711 Pags i►o. af . Sn RRp'esentaWes on sAe 1 ~ Alan K. Baln 534-9711 ~ Marpom and Equotent Used Fmttl Observatinns Arrived vn site at 3:00 AM to core clrill #}wough the existinjrr pavement at several lacabnns for the Purpose of rnmsunng the depth of ag,gregate base aad to probe the suhgrade. Eleven site were picked at randOrm for the evaluation. All site exwmiried showed the subgr;L& to be firm and unyxeldimg when prvbod. See the attached shad for the depth of a,ggregate base a# each lvcation, . ; ~ STI Field tive S'CI Pro,~ l!) ~act~ THIS DOC11NB+[T AND REFERE3tM AElaENDA ARE iD BE COf+k51DERO PFt81MNAN UI+dTIL RVIEWED AND SIGNED BY TFiE ST7i oOrrsTRucnON Etr~INM nND/oR STI PRoJEcr MWGER. Corfiespond'ing Deficieuy Repork Na: F'eLd Repor"42 R*M' ~ ~ NORTHWEST, INC. ~ Geotechnical, Inspections, Materials Testing Shelley Lake 4th Coring Core Location Depth of Base No. Street Station Offset Inches 1 Shelly Lake Lane 19 + 70 Lt. 6 2 Shelly Lake Lane 21 + 80 Rt. 6 3 Sheily Lake Lane 24 + 78 Lt. 6 4 9th Lane 22 + 10 C/L 6 5 9th Lane 20 + 33 Rt. 6 1/2 6 9th Lane 18 +95 Lt. 6 7 Carnine Lane 11 + 55 Rt. 6 1/2 8 Carnine Lane .13 + 80 Lt. 6 1/2 9 9th Lane 16 + 70 Lt. 6 10 9th Lane 15 + 15 C/L 7 11 9th Lane 12 + 80 Rt. 6 2214 East Riverside Avenue • Spokane, WA 99202 9 Phone (509) 534-9711 • Fax: (509) 534-9755