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27670 CERTIFICATION PACKAGE FOR SHELLEY LAKE ' _ , , , ~ . ` ' _ ` ' ~ _ . • . . . " . . ~ ' ~ . _ _ . _ c c _ ~ ' " . , . ~ , _ _ < . ~ ~ ' _ ' ' ` ~ ' _ ' ' ! _ ~ ~ 1 i ~ . ~ r ' . ~ i . j ujerr f ' ~ Engineering ; ( 327 W 81 Ave, Suite 202 , ~ Spokane, WA 99204 , - (509) 744-0300 ~ (509) 7440304 fax ~ , - ~ ' - , . ~ ~ CERTIF'ICATION PACKAGE ~ ~ , s ~ FOR ; ' , SHELLEY LAKE 4TH ADDITION , , ~ ~ JULY, 20❑7 ' ~ . ; - . ; ~ < < { : . . { r ` f r ~ r ~ i r ~ r ' r ~ CS ITI' CJF poilEane 11703 E Sprague Ave Suite B-3 Spokane Valley WA 9~CEIVED Val ley Phone: 509.688.0036 Fax: 509.688.0037 JUL 2 5 2007 SPO KAN E VALLEY DEPARTMENT OF COMMUNITY DEVELOPMENT Letter of Transmimttal - Project /Permit Numbec. Site Address: File Number: Parcel Project Name: ~P I R U)-Yl, -4-M Project Applicant: ~ Staff Contac~ LPEP~ LE3\AbR Project Engineer: ~ Planning Building/Engineering Concept Draiaage Plan Civil Plans & Drainage Report Traffic Study (Land Action Only) Erosion and Sediment Control Plans Plat / Short Plat / BSP revision Commercial Bldg Submittals SEPA Checklist Other Other ~~~eDRCR-n0I~~ ~PP(,-\C, X Saguiert Engineering 327 W 81 Ave, Suite 202 Spokane, WA 99204 (509) 744-0300 (509) 744-0304 fax Letter of Transmittal Date: July 25, 2007 To: From: Rodney Pegram Gianna Adams City of Spokane Valley, Inspection Saywers Engineering 11707 E Sprague, Suite 106 327 W 8`h Ave, Suite 202 Spokane Valley, WA 99206 Spokane, WA 99204 Rod, We are submitting the certification package for Shelley Lake 4th Addition. Please feel free to contact us if there is any additional information that you need. Sincerely, 0 C~.~ . ~ ~ Gianna Adams, PE Project Manager • RECEIVED JUL 2 5 2001 SPOKANE VALLEY DEPARTMENT OF COMMUNITY DEVELOPMENT Saywer.r Engineering 327 W 8' Ave, Suite 202 Spokane, WA 99204 (509) 744-0300 K(509) 744-0304 fax July 23, 2007 City of Spokane Valley 11707 E Sprague Avenue; Suite 106 Spokane Valley, WA 99206 Attn: Rodney Pegram Re: Shelley Lake 4t" Addition Certification Issues Dear Rodney: The purpose of this letter is to provide certification for the compaction of the subgrade for the roadbeds in Shelley Lake 4th as well as the stormwater ponds. During construction the compaction tests were not completed for the water and utility trench lifts or subgrade. However, the roads were core tested after paving was complete in August of 2003 and passed compaction tests at that time. In addition, during a site visit by John Saywers, PE and Gianna Adams, PE on March 19, 2007, the roads do not t have any depressions or other indicators of poor compaction. Therefore, based on performance, we will certify that the roads meet the requirements of the City of Spokane Valley. The ponds that were constructed on Carnine Lane have been reanalyzed using the 05-013 criteria that was approved by the City for the stormwater ponds in the Shelley Lake projects. Based on this criteria, the depth in the ponds was reduced from 0.67' to 0.5', thus removing the need for cation exchange testing. The drywell was adjusted for this new depth and Pond B was cleared and an irrigation system was installed. Pond A was surveyed at a 0.5' depth, so it was not adjusted. Should you have any questions or comments related to this certification, please do not hesitate to call. Sincerely, Saywers Engineering ~ John Saywers, P.E. Owner Saywerr Engineeting 327 W 81 Ave, Suite 202 Spokane, WA 99204 July 23, 2007 (sos) 74a-o300 Project Number 07013 IK(509) 744-0304 fax City of Spokane Valley 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 Attn: Mr. Rodney Pegram Re: Shelley Lake 4th Addition Dear Mr. Pegram: We are submitting the following documents for your use in the certification and acceptance process for this project. 1. A three-ring binder of inspection and testing reports for the construction that was completed as well as a letter of certification for the missing reports. The binder includes the following sections to document the scope and nature of the inspection work provided by STI during the construction process. a. Correspondence b. Test Reports c. Daily Reports 2. A set of original mylar drawings stamped "Record Drawings" It should be understood that the 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 contact us. Sincerely, Sa 's Engineering A~K Sq "I have reviewed the ~ o y, !y construction and to my ~ knowledge find it to be in substantial conformance with John Saywers, PE the approved certified plans Owner and Standard Specifications ~F36 E~,o except as noted." Ss~~~AL :t EXPIRES 5/18/08 ~ METRU ENGINEERING, INC. Civil Engineering and Project Management Services ' July 16, 2004 Buster Heitman Ridgecrest Development 8225 North Division Street Spokane, WA 99208 Sent Via Fax 467-2578 RE: Shelley Lake 4th Addition - Punchlist #1 . Metro Engineering, Inc.'s Project # STI-Shelley4th Dear Buster: On July 9th, 2004 a walk-through was completed for the above project with John Hohman of the City of Spokane Valley Engineering Department. The following is a"puncfilist" of items that need to be completed on Shelley Lake 4th Addition, per the approved construction plans: 1. The W.S.D.O.T. Catch Basin located at the northwest curve of Shelley Lake Lane has an approximate 5" depression. The plans call* out for a 2" depression. The catch basin will need to be raised with at least a 2" riser. At this time, the ' , concrete apron around the catch basin will need to be replaced as well. 2. There are many cracks in the curb/gutter that will need to be removed and replaced. Probably due to constrction around the site, the tops of the curbs have been run over and have fractured. I have marked the curbs needing replacement with a red "mazker" crayon. The marks will not last very long, so I would advise Bob Heitman or Shawn Montez to have a look at the curbs marked with a"Red" circle. It was determined by the either the Spokane Valley or myself which curbs will need repairs. . 3. Pond A and Pond B are adequately sized per the design plans. However, the ponds will more than likely need to have some sort of irrigation means to aid in the germination of the dryland se.ed. The ponds currently are filled with weeds and are not consistently "flat" at the bottom of the pond. The pond should be graded to create a flat bottom throughout the pond. 4. Pond A will need a new concrete apron at the inlet. The current inlet is cracked which seems to be from erosion of material underneath the apron. 5. Due to the new location of Pond C, the City of Spokane Valley has informed me - that they still do not have the most current set of plans. I contacted Autumn Friday @ CLC Associates to find out what the status of those plans are and when I can get a copy. I left a message for her to call me back. Once I have received + those plans I can do a more thourough inspection of the project and make sure that Pond C and D are adequately sized and in conformance with the design plans. S. 324 Sherman St. Spokane, Washington 99202 Ph.: 509-624-9351 Fcix: 509-624-81 S3 If you have any questions, please call me at 624-9351 (office) 879-7204 (cell). Sincerely, Metro Engineering, Inc. Ryan Spidahl, E.I.T. Design Engineer cc: Project File S. 324 Sherman St. Spokane, Washington 99202 Ph.: 509-624-9351 Fax: 509-624-8153 . 0 05/06/04 16:18 FA% 509 458 6844 CLC Associates, Inc. ~ 12730 E. M`rabeau Parlcway F A X C O V E R S H EE T Suite 100 Denver Spokane Vailey, WA 99216 Phoenuc P 509458-6840 Spokane F 509458-6844 5att Lake City CLC AS5C7CIA'P'E5 ATTN: DATE: ~ ` FROM: -Lffvf0f-1% auDs\ COMPANY: LOCATION: PROJECT: FAX: PROJECT ORIGINAL nOCUMEN7 TO: REMAINS 1MTH FOLLOW VIA MAIL Fol.Low viA avERNIGH'r FOLLOW VlA 2"`" DAY COMMEWI'S: l Cs~-t e- Q.uo c~: c- ~U-Q mQ.,. TOTAL PAGES INCLUDING COVER SHEET THE COCUAflENT(S) AGCQMPANYING THIS FAX TRANSMISSION CONTA{N(S)1(VFORMATION, WHICH !S CONFiOEtVYIAL AND PRIVILEGED. TH{S iNFORRAA710N IS IMTENDED TO BE FOR 7HE USE OF THE tNDiVlDUAL OR ENTITY SET FQRYH ABQVE. IF YOU ARE P10T THE INYENDEU RECIPIENY, ANY DlSCLOSURE, COPYINCs. QISTRIBUTION OR USE OF YHE CdNTENTS OF THIS INFORMAT'tON tS PROHI8ITED- THANK YOU. - ST,1 NORTHWEST, INCm 11616 E Montgomery Dr., Ste 31; Spokane Vailey, WA 99206 577 (509) 534-9711 (Phone) (509) 534-9755 (Fax) FAX TRANSMITTAL . i f ~ DATE: i Apri121, 2004 ~ PAGES: 2 ~ INCLUDING COVER SHEET t ` TO: ? Bob Heitman ! FAX: 3 466-0881 ~ o. . . . _ . . . _ ...~ti _ , _ . . . . . . " COMPANY: : C&B Excavating ` PHONE: 466-0105 ~ ; . . ._r. . . . . . . , . . . . . . . . ~ . ~ FROM: ~ Bob Graham ; )OB No.• . ; S030016A i PROJ ECT: ' Shelley Lake 4"h Addition ; ORIGINAL IN MAIL: OYES NO NOTES: ,b g The top soil placed in the ponds on this project (and Shelley Lake 2"d Addition) was sampled and tested for Organic Content on March 31. At the time of my testing, the ponds had already been hydroseeded. A minimum of 2% organics is required; our testing indicates 1.1 % organics present. Since the ponds 6ad been seeded, I obtained an additional sample and submitted it to an agricultural soils lab for the alternate Cation Exchange Capacity test. I received results this morning indicating 9.60 Meq/100g compared to the requirement of at least 15 Meq/100g. The soil in the ponds will need to be replaced with soils acceptable to the City which meet the County stormwater requirements. I strongly urge you to have us test the soil prior to placement. cc: Buster Heitman;'Shelley Lake Development via fax 467-2578 Confidentialitv Notice ~ This document(s) accompanying this fax transmission contain(s) information, which is confidential and privileged. This infoRnation is intended to be for the individual or entity set forth above. If you are not the intended recipient, please be aware that any disclosure, copying, distribution or use of tfie contents of this information is prohibited. Thank you. Seattle 11720 North Cr Pkwy N, Suite 400, Bothell, WA 98011-8244 425.420.9200 425.420.9210 • •-Spokane East 11115 Mon.yomery, Suite B, Spokane, WA 99206-4776 509.924.9200 fax 509.924.9290 Portland 9405 SW Nimbus Avenue, Beaverton, OR 97008-7132 - 503.906.9200 fax 503.906.9210 nc Bend 20332 Empire Avenue, Suite F-1, Bend, OR 97701-5711 WwWucalaks.C.OAV 541.383.9330 fax 541.382.7588 Anchorage 2000 W International Airport ROdd, Suite A-10, Anchorage, AK 99502-1119 STI Northwest Project: SHELLEY LAKE 2214 East Riverside Avc Project Number: 5030116A Reportcd: Spokane WA, 99202 Project Manager: Jay Logan 04/20/04 15:06 ~ ANALYTICAL REPORT FOR SAMPLES Sample ID Laboratory ID Matrix Date Sampled Date Received SOiL 54D0030-01 Soil 04J06/04 00:00 04/07/04 15:19 .ch Creek Analytical - Spokane The resulcs in lhis report apply to the sanrp/es analyzed in accordance with the chain oj custody document. This analytical report nmust be reproduced in its entirety. , - ~ t ~ ~ ~ North Creek Analytical, Inc. pa e 1 of 4 Dcnnis D Wclls, Laboratory Dircctor Environmental Laboratory Network g Seattle 11720 North Cr pkwy N, Suite 400, Bothell, WA 98011-8244 425.420.9200 125.420.9210 nca-•• Spokane East 31115 MonLyumery, Suite B, Spokane, WA 99206-4776 509.924.9200 fax 509.924.9290 - Portland 9405 SW Nimbus Avenue, Bedverton, OR 97008-7132 503.906.9200 fax 503.906.9210 Bend 20332 Empire Avenue, Sulte F-1, Bend, OR 97701-5711 WyiEw.A'CBlBbS.COIA . 541.383.9310 fax 541.382.7588 Anchorage 2000 W International Airport Road, Suite A-10, Anthorage, AK 99502-1119 STI Northwest Project: SHELLEY LAKE 2214 East Riverside Ave Project Number: 5030116A Reported: Spokane WA, 99202 Project Manager: Jay Logan 04/20/04 15:06 DEFALTLT GENERA.L METHOD North Creek Analytical - Spokane Reporting Analyte Result Limit Units Dilution Batch Prepared Analyzed Method Notes SOIL (S4D0030-01) Soil Sampled: 04/06/04 00:00 Received: 04/07/0415:19 Cation Exchange Capacity 9.60 Meq/100g 1 4040147 04/20/04 04/20/04 CEC .h Creek Analytical - Spokane Tlie resu/ts in [his report apply to the san:ples analyzed in accordance with tlie chain of custody docu»:ent. This analytical report must be reproduced in its entirery. ,F U~' ► ~ ' - North Creek Ana/ytical, Inc. page 2 of 4 Dennis D Wells, Laboratory Director Environmental Laboratory IYetwork Seattle 11720 North Cr Pkwy N, Suite 400, eothell, WA 98011-8244 425.420.9200 125.420.9210 c-a a- Spokane East 11115 Momy.,mery, Sufte B, Spokane, WA 99206-4776 509.924.9200 fax 509.924.9290 jon Portland 9405 SW Nimbus Avenue, Beaverton, OR 97008-7132 503.906.9200 fax 503.906.9230 - - Bend 20332 Empire Avenue, Suite F-1, Bend, OR 97701-5711 wwW.QC8j8bS.CDm 541.383.9310 fax 541.382.7588 Anchorage 2000 W International Airport Road, Suite A-10, Anchorage, AK 99502-1119 STI Northwest Project: SHELLEY LAKE 2214 East Riverside Ave Project Number: 5030116A Reported: Spokane WA, 99202 Project Manager: Jay Logan 04l20/04 15:06 Reporting Spike Source %REC RPD Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes O . i Creek Analytical - Spokane T{:e results in this reporl apply to the samples analyzed in accordance with the chain of eustody documenl. This analytrcal report must be reprodueed in its entirety. a - y - North Creek Analytical, Inc. pa e 3 of 4 Dennis D Wells, Laboratory Director Environmental Laboratory Network g Seartle 11720 North Cr Pkwy N, Suite 400, Bothell, WA 96011-8244 425.420.9200 125.420.9210 Spokane East 11115 Momyomery, Sutte B, Spokane, WA 99206-4776 509.924.9200 fax 509.924.9290 J;R Portland 9405 SW Nimbus Avenue, Beaverton, OR 97008-7132 503.906.9200 fax 503.906.9210 - Bend 20332 Empire Avenue, Suite F-1, Bend, OR 97701-5711 W~WW:ACBj@~S.COfA 541.383.9310 fax 541.382.7586 Anchorage 2000 W Internattonal Airport Road, Suite A-10, Anchorage, AK 99502-1119 STI Northwest Project: SHCLLLY LAKE 2214 Tast Riverside Ave Project [Vumber: 5030116A Reported: Spokane WA, 99202 Project Manager: Jay Logan (}4/20/04 15:06 Notes and Definitions DET Analyte DETECTED ND Analyte NOT DETGCTED at or above the reporting limit NR Not Reported dry Sample results reported on a dry weight basis RPD Relative Percent Difference .h Creek Analytical - Spokane The results in tjtis report apply to the samples analyzed in accordance with the chain oJ custody document. This analytical report must be reproduced in its entirety. , . - ' North Creek Ana/ytical, Inc. pa e 4 of 4 Dennis D Wells, Laboratory Director Environmen[a! Laborafory Network g hov 29 04 03:12p John Saywers (509) 744-0302 p.2 *Valley 4;00 4 f 707 E Sprague Ave Suite 106 ♦ Spofcane Vatley WA 99206 509.6$8-0053 ♦ Fax: 509.921.1008 ♦ cityhatl@spokanevaltey.org . . _ . . March 18, 2004 Mr. Robert Heiixnan Jr. 8225 N. Division St Spokane, WA 99208 Shelicy Lake Construehoa Deficiencies Mr. Heitman, Thank you for sending Sean Montez to meet with us on March 15, 2004 regarding the - construction deficiencies ai the Shelley Lake development. The construction issues are related to four phases of the project. Based upon owr site visit, we have compited the following list of deficiencies that must be addressed. Please check with your inspector, STI Northwest for any additional items that they may have. - Shellev Lake PUD • Replace concrete cap at 4`h aad Cannery with ACP. • Fine grade three ponds located near 1Vloore Lane per design dimensions, irrigate, and establish sod. • Gravel must be removed in the swale bottoms at the north end of Sonora Lane and replace witb sod. . Shellev Lake 2"d Addition • Fine grade swales per design dimcnsions, irrigate, and establish sod. Ensure that all dryweils are 8 inches above swale borioms. ' • Cation exchange testing must be complcted. • Repair asphalt and curb settlement on Shelley Lake Lane in the vicinity of sewer manhole. • Repair concrete cross gutter at Galway and 9th. Mortar lid franae to sewer manhole ' cone. • Replace curbs at island entry fealure. • Rotchford: repair two settlement areas of street, curb, sidewalk• one near Galway and one near transition to iruriai phase of project. • Rotchford: seal gaps between curb and sidewalk. Z Nov 29 04 03:12p John Saywers (509) ?44-0302 p,3 ' • Rotchford: install new drainage inlet to Pond A in area of ponding along southbound lane. Submit an inlet detail stamped by engineer for revaew and approval. ~ Rotchford: gmde and fill area of previous cul-de-sac. Mt% /A«G S' nv &cW-6 S7v B~ • Rotchford: grind off excess asphali in southbound lane. t2 `'1 ri° vrw"Z ~s. • Rotchford: repair asphalt patch at existing uilet to Pond A. • Rotchford: repair cracked sidewallc panels. Sheilev Lake 3`d Addition • Verify proper volume of Pond AB. o Raise drywell inlets 8 inches above pond bottom in Pond A.B. • Place nip-rap in Pond .A.B outiet. + Cation exchange testing must be completed. • Repau crooked inlet grate in westbound lane of Shelley Lake Lane. Shellev Lake 4~' Addition • Submit- new drainage plan for this phase to reflect whai has been constructed. Any revisions to plans required during our review will need to be constructed. Please note that the above items are the main items to be fixed from the City's _ perspectitve. This is not an official punchlist. The project inspector must be contacted to generate the official punchlist. I appreciate your cooperation on compieting these projects. Please contact me at 688- 0185 if you have any questions. Sincerely, . John Hohman, P.E. Senaor Engineer cc; Bob Graham, STI Randy Strorilcs File v ~ - ! . ~ NoR-rHwEsT, irvc. Geotechnical, Inspections, Materials Testing ~ August 28, 2003 STI Project No.: 5030016A City of Spokane Valley 11707 E Sprague Avenue Spokane Valley, WA 99206 Attn: Mr. John Hohman Re: Shelley Lake 4`h Addition Bond Reduction Request Dear Mr. Hohman: At the request of our client, Shelley Lake Development, we wish to request a reducrion of established road construction bonds to a level which is proportional to uncompleted work associated with this project. Having reviewed the construction to this point and the bond estimate prepared by GMM for Spokane County and dated March 24, 2003, we believe the specified road work is approximately 95 percent complete. Our certification of the storm drainage system is withheld pending a redesign to be submitted by CLC Associates. We estimate the value to complete the final work on this project to be approximately $34,000 including all currently specified storm drainage work. We hereby request a reduction of established road construction bonds which are proportional to uncompleted work associated with this project. It should be understood that tliis certification only implies that the items shown on the Record Drawings were substantially built as designed, and only valid at the time the as-built information and visual certification were performed by this firm. It should be noted that this letter does not relieve the contractor or developer from the warranty periods and contractual provisions expressed or implied within their bonding documents. Sincerely, "7 have reviewed the STI Northwest, Inc. construction and to my ~'t• n1 ~ knowledge find it to be QQ.J ~4 W ~ in substantial ~ conformance with the approved cerfified p/ans y ' and Sfandard Bob Graham Speciricafions except as Civil Projects Manager noted." ~N~►L H-o~ cc: STI File ~ ~ EXPIRES: tl77y7o 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755 S~ co~ r ~ A,- BOND ESTIMATE Project Name: Shelley Lake 4th Addition ~o Project Number. P1750D Date: March 24, 2003 ~ Prepared by: GMM cajRi`Y Item DescripUon Qty Uni Unit Pri Total Drainage Items , 1 Drywell, Type A(ind. backfill, filter fabric, frame & grate) 1 EA $ 2,100.00 $ 2,100.00 . 2 Drywell, Type B(ind. backfill, filter fabric, frame 8 grate) 5 EA $ 2,700.00 $ 13,500.00 3 Concxete Inlet, Type 2 2 EA $ 600.00 a 1,200.00 4 WSDOT Inlet and Grate 1 EA $ 1,300.00 a 1,300.00 5 Curb Inlet Type 1 7 EA $ 75.00 525.00 6 Metal Frame and Grate 2 EA $ 300.00 $ 600.00 7 Pipe, 154nch PVC 15 LF a 25.00 $ 375.00 8 Pipe, 12-inch CPEP ar HDPE 40 LF $ 21.00 $ 840.00 9 Pond Excavation Ind. Haul 425 CY $ 8.00 $ 3,400.00 10 Seed, Fertilize and Mulch 10,000 SF $ 0.05 $ 500.00 11 Topsoil 50 CY $ 6.00 $ 300.00 12 Ctearing and Gnubbing (1-5 aaes) 3 AC $ 2,000.00 $ 6,000.00 13 Riprap for Ditch (6 inch minus) 10 CY $ 25.00 $ . 250.00 Drainage Items Sub-Total a 30,890.00 Roadway Items , 14 Rough Grade (sub-grade preparation) 2.500 CY $ 10.00 $ 25,000.00 15 Base Course 1,270 CY $ 24.00 $ 30.480.00 16 Top Course 1,120 CY $ 24.00 $ 26,880.00 17 Asphalt Conc,rete Pavement 872 TN $ 45.00 $ 39,240.00 18 Curb and Gutter. Type R 4,300 LF $ 10.00 $ 43.000.40 19 WSDOT Type III Barricade 1 EA $ 250.00 a• 250.00 20 Street Signs 2 EA $ 100.00 $ 200.00 21 Monuments (1 approx. every 300 ft) 7 EA $ 200.00 1,400.00 Roadway /tems Sub-Total $ 166,450.00 Erosion Control Items 22 Silt Fence 800 LF $ 4.00 $ 3,200.00 23 Rodc Construction Entry 280 SY a 16.00 $ 4,480.00 Erosion Cont►vl ltems Sub-Total . 7,680.00 SUBTOTAL of ALL ITEMS $ 205,020.00 3% infla6on from year 2002 to 2004 $ 12,485.72 Sub-Total including inflation $ 217,505.72 CONSTRUCTION TOTAL (includes multiplier of 1.10) $ 239,300.00 Inspection , 24 Inspection of Drainage Faalities 1 LS a 1,250.00 $ 1,250.00 25 Inspection of Roads 1 LS $ 6,050.00 $ 6,050.00 lnspsction Items Sub-Tota! $ 7,300.00 SUBTOTAL of ALL 1TEMS $ 7,300.00 3% inflation from year 2002 to 2004 $ 444.57 Sub-Total including inflation $ . 7,744.57 INSPECTION TOTAL (includes multlplier of 1.10) $ 8.500.00 GRAND TOTAL (includes multiplier of 1.10) $ 247,800.00 \ WTI NORTHWEST, ING, 2214 East Riverside; Spokane, WA 99202 . (509) 534-9711 (Phone) (509) 534-9755 (Fax) FAX TRANSMITTAL ~ ~ { G ~ DATE: ; August 13, 2003 ~ PAGES: ' 1 INCLUDING COVER SHEET k : TO: ~ Buster HeitmanBob Heitman ' FAX: { 467-2578 / 466-0881 ~ 4 - . _ _ . . , . . _ . _ ~ _ - - _ . . _ . _ _ . _ ..i , - - - - - - - _ . ....w.,...__ _ . _ , . _ ~ .w. . ? ; COMPANY: Shelley Lake Development / C&B ; PHONE: e j FROM: a Bob Graham ; JOB No.: I 5030016A ~ ~ ~ • - ~ - - - ~ _ . - - - ~ PROJECT. . , Shelley Lake 4thAddition ~ ORIGINAL IN MAIL: OYES XNO 1TES: Before requesting a re-TV on the sewer, the lift holes in MH 409 need to be mortared. Before submittal of the sewer as-builts and acceptance by the County, a 14' wide X 6" deep compacted gravel road will need to be built from the end of the pavement on Carnine to MH 411. Also a locking ring and cover needs to be installed on MH 411 (see Standard Drawing U-14). Please let me know when this work has been completed so I can arrange for the re-T1/ and bond reduction. Confidentialitv Notice ; his document(s) accompanying this fax transmission contain(s) information, which is confidential and privileged. This information is intended to be for the individual or entiry set forth above. If you are not the intended recipient, please be aware that any disclosure, copying, distribution or use of the contents of this information is prohibited. Thank you. NORTHWEST, INC. 2214 East Riverside; Spokane, WA 99202 (509) 534-9711 (Phone) (509) 534-9755 (Fax) FAX TRANSMITTAL . . 3 ~ S ~ ~ DATE: f 8/6/03 PAGES: ~ 4 4 INCLUDINC COVER SHEET ~ ~ TO: ` Bob Heitman / Buster Heitman FAX: 466-0881 467-2578 ~ ; COMPANY: : C&B / Shelley Lake Development ~ PHONE: ~ FROM: ; Bob Graham ~ JOB No.: ? S030016A , x s PROJECT: ~ Shelley Lake 4'h Addition ~ a ORIGINAL IN MAIL: OYES X NO )TES: I'm sending the post-pave TV fault log. Please note the County requirement that debris be vacuumed and not flushed down-stream. Please also note the County requirement that STI be present during the cleaning. Confidentialrtv Notice fhis document(s) accompanying this fax transmission contain(s) information, which is confidential and privileged. This information is intended to be for the individual or entity set forth above. If you are not the intended reapient, please be aware that any disclosure, copying, distribution or use of the contents of this infoRnation is prohibited. Thank you. 1 _ SpoCo Waswwater,1240T E Emptra Way, Spctcane, WA 94246, Tet: 502.477,1934, Fax 509.477.028811 030731POStPave.mdb sac~or~raattber: f 1 ' pm~ rDat~ -.ocatfon -5troet Map Ho. 16619.6 ~ 0713112003 epoksne r , X Y Z coordinatae ,AU,~lRoad N ft NondockinglPaved Ecxerttrlc LP Materiai Pratec~n f Remaric ' ~ . $•5~0?~ 0 4b " ~ ~ ~.-°i ~ • r ~ ~ .ca ~a Ta~ # VCR M~4Ni~ott~~Tatl QS .Ty , Wt'{~ ~•T•!. t~{~t,s, Aopvx :!:ii~~6 ~ ManholeSftucWm.LMtwlMrwtPatdwd . ~ ~ ~ ; . T ~ I . . : . ~ ~ Y 0 N r I I I ~ f ~ I . m I I I ~ ~ ~ ~ 1 N O t ( 1 ~ ~ ~ ! ' 0347~1PoatAavs.rt~db 11 paqe; t ~ y ~ SpOCo WBStetY812f,12007 E Fnlphe Way, SpOkarte, WR 94208, Tet 604.477.1984, Fex: 509.4TF.&9B6 030731PostPave.tadb pcgw+ t n Secom 0 ; 1~7131t~3 ~ 1285 I 489AM.$ ~ 1849.3 1 Tce, at U2 o'ctoxk, 6wrvai=4 uti i 189.1 1 06:06:35 ~ 1 21 sM,19120W 1 •i2d6 ; •~w.«e.o ~ l",:Ja.: I r~, a: ~•~L,,.~, ~.;~o! c K, , _~.1_. Itit.1 ~ CXXoT:s; ~ t 31 O7f91/m I 1295 ~.183.4I9.8 184J8.9 ~ Flnish ameY @ Rd1 265.4 ~W.10:21 I 1 N 4~ o7191f2003 ~ 1286 164ls.3 164.318.8 N Tee, at 10 o'cbdt, diarnaW 4 In 76.4 N 00:13:98 ~ 2 ~ s( o7ataom I tzes 16419.3 164.M.9 ~ re% et 02 o•CM&, memeW a m . 101 ~ 0&14:62 I 2 s ,as,e I 00:16:15 I z ~ ~ l arr}r~c~ I ~~ss ; ~c~r.° ';~:~~,8 u ~ , j .3 ~ aa~e:aa { s ~ 71 o7r3tiraaos I t286 1sa.sre,r oe~, cte~~nc-eaea as ~ 6 f O7f3112003 1 1295 184.3f8.A ~ 184.818.I Survey eEendoned-~locked b~t rocko , ~ 49,3 ~ 00-"21 ~ 9 u~ 9l Q7131l20Q3 ~ 1~86 , i33.7lZ ~ 16~8f8.9 ~s ~ 10.8 t 002Z66 ~ 4 . 101 07131 nM 1285 ( sa.rre I162.ara.9 I Fee, at 10 o'dott4 d(ameW 4 in ~ 48.1 ~ 00:24:31 ~ b 11 I 07131rm03 lass I.. iss.tS, ~».erae ~ seM At 02 o•aoak.cWmeW a I, ss ~ 00:24M N a 121 o713tfm 1 1285 I~ 1io ~ 182.bi6A I 7ea, &t Sc o'Coa, C-.„=1 4'm ~ M 1:7 , 00.27:63 ~ 6 131 07131 rM I 1265 I 163.710 I 162.ere.s I Te@, at 02 o•Cloak, akmmtu aIn I 136.2 I oM28sa ~ 4 141 0719t1= 1 1286 ~ 163.7l9 M 182.Q16.9 N Tee, at 10 a'doclc, diemeW 41n ~ 2GQ N Oa31:01 ~ 4 161 orMraaos I 1285 I,es.» ~IsZM.e Nree,at czo'aock,aiamaer ain 1 213.1 X =1:53 I 4 1 I I :sr.s~ 4 161 o~r~trtaos I I zss 1Is3.Tre I iez.ers.9 I F~n ua~+C mn 226 oo 17 1 0713tl20Q3 1 1285 ~ 162.9t8.9 ~ 182.6l8.8 ~ Tee, at 10 o'dodc, d'water 4 In ~ =6 ~ QOMAS r., 1e1 0713tirtaas I 1285 Iiea.eae I10-tae,8 iTee,acazodocK &ameter4In I si k 00:35:57 1 s 191 07131riM I szes I10.sre.s I tOL&e.e Irft ac1ao'do*,dWneW 4 I+ w Ja3,s i aa.Was I a 201 0713112003 I 1266 I t~ere.s 1Iszsaa.e I~snswrer ~mt 1123.3 I aasr~e i s 211 0Tf91fZ00y 1 1286 r 'iM.3dB.6 ~ 184.8f9.8 ~ Tea, at 02 o'dodc, diartteMr 4 In ~ 9.5 ~ Oti:41:18 ~ 6 221 aTMrzcw I 1295 1ia4.3re.fi I164.6r~e.e 1 rae, ac1ao•cto&,aWrrater < u~ ~ "z I aa,3926 I e 231 07131 rzM I +265 I164.3re.a 1164.srs.e Ireo, at 02 o'dox,aWaaeerafn I Tas I aasa:o4 I e 241 0MM2o03 1 tass I 164.3re.5 11e4M.6 lwnM $umpar(smh ~ I, ea., i oa:~r:se 1 g - 261 0719112Q63 ~ 1265 i 16 4.dMI 165.8191 ~ Tt- at02 o'dadc, &wwiec i In ~ 80,8 ~ QC:44:C4 ~ T ~ 281 07131YlQ43 1 1286 M 184.816.8 ~ 168.8W ~ TBY, at 10 o'doCtc, dl2m6ter4 in . ~ 73.4 ~ Q0:44:5H ~ 7 ~ 271 a7j3l*= { 4266 I164.6Ms f teS.M.r ~ Tea, at 02 o'dxk, Oamebw4 In ~ 134.9 1 ao:arse ~ r ~ 281 07131 =s I 1266 I 184.818.6 ~ ses.sre.71 ~ Tee, at ta fl docK dameW4 In . ~ 154 I oo:4M ~i c 291 07191= 1 4298 ~ 184.018.8 N 185.BJ9.7 ~ Tee, at 02 a'Cbd4 dfarteer 4 in ~ 209.8 ~ Q0:50:50 ~ 7 " sa I 0713+rza03 I 12e5 I164M,0 I16s.6&7 ITm at 10 o•doaK dwistm aIn M 235.5 1 ao,stba I 7 ~ oo:~s:aa I 7 t 311 0741 noos I 122S I,ea.ere.s I1e5.6sj I Tae, at az o•a«ck, emmeW a In . f 301.9 r 321 67131I2003 1 1286 I 184.6R.8 N 189:819.7 ~ Tee, at 1a o'dock, dEameter4 in ~ 316 ~ 00:65:47 o ~ 328 ~ OO:S8;94 ~ 7 ~ 39 l 411311a003 I 1265 ~ 164.6I6.6 ~ 168.6J9.7 FiWttt survey @ tlM ` . 341 0713112003 I 1255 I " iss.era.? I 1e5.eu Tee, at 10 o•ctocK d&mv:Iw 4 irt oass:ac ~ e I e 4 sal 07131naus I 1266 1 1,e5.erat ~ 166M.e IFinianmr" mR, ,oo I 01:ol:31 N se 07131120os I 1285 I16e.M.e I cea „ o ~ 01:03:14 M a ~ 37 071311200 I 1285 I1e6.e110 iea.W9.e sz.i I aaoaoo R e . 3$1 0713112009 ( 1285 ~ 16818b Debft, deaft needed 01:0= 10 0 391 071392009 1 1285 1 163 ~ 18818.6 41a 125 ~ 41:0363 10 ~ 48 40! O7f31P1005 ~ 1286 18S.WD.B ~ 166t8.Q Oe0~t6. deerinSl 1 .8 ~ 01:03:12 ZO e~ . J 0 n ~ spcco wasrawater, 12oo7 FEmpre way, spokane, WA 492M Tek M.417. 1884, rax: 5014rr.eses u0aarstPoataemabz , i oas rrpe 0 ~ uom A::rihar. ~ w maak~ I P=t*m !VCR cowtvi SK-mm v 411 07131f2Q03 1285 ~ 163.AI9.8 1 169l9.6 ~1'e@, atttto'acdtdiantrler6a, { 70.5 ~ 04:08:93 ~ i0 421 07131MO5 I 1286 ( i66.6ii.6 33.3 I 01==6 ~ 1Q 431 6T131lZ003 1 1186 ~~~~~I~Mr i 188l9.9 Teix 8tG 'd ~ eter4in ~ 87.3 ~ Ot:0a:o0 t0 aa I a7Mr~oos I tzea I lesrek ' I1sere.s ~!Abrh~cleaft ne~d~ rta N o1:aa~a » oos rk 45I 07131Ms I tzaa N 166rs.3 i~ s~ d~A''" er.a ~ a,:~,;os » r 481 07131(2A09 ~ 5285 ~ 465.wd- 1,6 ; 01:16:08 ~ 12 a 471 a►rsir~as I 12es 1'~ I,es~re , ain 7.6 I o114:37 1 12 0 481 0713112= 1 1285 1 188f9,9 1 185.8f9 1 fee, at 02 o'dock, dlarneter 41n 12.7 ~ 01:14;12 ~ 12 ~ 491 07131=M I ,zes I 1664,3 ~ ,es.are Iree,$tazo•Coa:,danuda aIn 70.8 ~ M:fIM I 12 sol a7mmas I izaa 1}~ _mems Iimere IFwsh saver# mh 97.3 ( ai:ff:W ~ Ta 611 47f91MG9 1 1286 I _ 1 184.ef8.8 Tee, at 02 o'a(ook. diuneW 4 in 26 ~ 01:1721 ~ 13 ~ I 52 07l911,t ~ 1285 ~ 186.8fa 1 ib4.9i6.8 TFle at 'CS!' siE..~ 4l" 15 63 01131PA03 ~ 1286 ~ 189.8J6 ~ 184.6/8.B " c1oNrtA nesde4 . ~ 827 ~ 01:19:62 ~ 13 aal ammu I iass :I ,cun N ia4.=.e s~erabr►aaned-~ ay roft . M e7.e I 01.2a31 I13 a..~. N ~ a v c ~ d c m Y 0 G N ~ Q r N ~ ~ 0 I 1 m . . PW 2 . ; ` ~ ` 1 NORTHV.EST, INCr 10 Sri • Geotechnical, Inspections, Materials Testing -August 4, 2003 STI Job No.: 5030016A Mr. Buster Heitman Shelley Lake Development 8225 N Division Street Spokane, WA 99208 re: Shelley Lake 4t" Addition Punch List Dear Buster: Per your request, I have reviewed the work completed to date on this project and have encountered two serious problems. STI Northwest, Inc. was not contacted for density testing on the utility trenches, water lines or road subgrade. Nor were we made aware that gravel was being placed. We cannot verify or certify that the subgrade and trench compaction is within the County/City of Spokane Valley specifications. We did perform density testing on the gravel top course, but cannot verify or certify the gravel depth or if it was placed in layers as required by specification. The drainage system as constructed does not match the drainage as shown on the approved plans. Specifically, the pond shown in Tract 'C' was not constructed and a pond was added outside of the tract to the south east. Ancillary piping and an a.dditional catch basin were also added. Prior to acceptance of this project, your design engineer will need to submit the revised drainage plans to the County and/or City for acceptance. The WSDOT catch basin at 23+25 on Shelley Lake Lane is depressed in excess of three inches, but this may also be part of the drainage re-design. Additionally, a concrete splash pad was not constructed in Tract 'B' as required. Several borderline curb cracks were noted, but those around 23+75 RT on Shelley Lake Lane; 14+50 RT on 9th Lane; 16+50 RT on 9th Lane and 20+50 RT on 9`h Lane need to be repaired. About ten feet of damaged curb at 19+10 RT on 9`h Lane will need to be replaced. All ponds in tracts must be irrigated and sodded. I did not verify any dimensions pending the approval of the re-design. Street signs were not installed. Please call if you have any questions. 2214 East Riverside Avenue 9 Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755. Sincerely, STI Northwest, Inc. Bob Graham Civil Projects Manager cc: Ms. Susan Murphy, CLC Associates file 7/29/03 To: file S030016A On 7/14 I was called by Susan Murphy concerning problems with the elevations of two manhole rims on Shelley Lake 4`h. This conversation raised questions in my mind since the manholes had been installed some time ago and the question of rim elevations would not be raised again until after gravel was placed. I called Sean at C&B and was told he'd justlearned that Inland had prepared the subgrade at Shelley Lake and placed gravel. We had not been made aware of any of this activity. I called Buster and was told to call Guy Anderson at Inland. Guy told me he was a subcontractor and it was not within his scope to be notifying us of construction activities. Guy also told me the placement of the gravel had been completed and checked by Inland's QC. I visited the site on 7/15 and found that the placement of the gravel had indeed been completed. I instructed Mike Cunningham to back scatter the top of the gravel to check for compaction and also to test at a depth of 4" to try to determine compaction of the first lift (if indeed the gravel was placed in two lifts). We did not check the subgrade, water or utility crossings for compaction. ! 10 Sri NORTHWEST, lNC. oil* 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 0' Addition - Construction 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 Northwest, 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 9 Spokane, WA 99202 • Phone (509) 534-9711 • Fax: (509) 534-9755 . IN - • IVORT'HlNEST, INC. ~ ~ - Geotechnical, lnspeciions, 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: Shelley 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 testiog 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 Nort6west Bob Graham Civi 1 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, INC. i ~ 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: Shelley Lake 4t6 Addition - Construction Summary June 1, 2003 - June 14, 2003 C&B Excavation: Contractor Shelley Lake Development: Developer Deaz 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. Subgrade for curbs and gutters was prepared. Construction observation and density 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 aGraham 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 6-11-03; 8:18AM;SpOkane CoUnty Util ;509 477 4715 # 1/ 2 ~ SPOKANE: COUNTY UTILiTIES DlVISIQN INASTEWATER OPERATIOfYS INSP'ECTION REQUEST FQRM 7'~ ; . . . . DATE: FROM: PROJECT NAME: S L~~ ~ L ~ ~ , . ~ 9 PROJEGT ~ ~003 e-PR R: AVJNG T,V . (NSPECTION ~ CHECK HERE FOR RE-TV INSPECTtON onal inspection, unless othenvise requested wdl include the same as post paving inspection. PAViNG T.V. iNSPECTION El CHECK HERE FOR RE-TV tNSPECTION N Required inspection prior to acceptance, includes c+omplete video inspection ot all tines tor. 'cleaRlrness 'slub locafions 'identifyrng any faul • ~ POST-PAVING MANHOE.E INSP ~ SPECIAL (NSTRUCTIONS: 50S ATTtwao `liOP ~ ~ ~ . , ` CONTRACTOR: ~ BtLLING ADDRESS: ~ (If New) ; FIELD INSPECTOR: RADfO NO.: (include drawing of aJI lines and/or manholes requested) ~ E-ROUTE • UTILITIES • • , a ~ PRQJECT NAME: ~ ACTIVITY 44JOB#: 5LW~ PI.FWNfNG #t PC'. 1-I50 • 44 0 ATTACHMENTS: ~ DRAWING OF REQUESTED ;jg~DRAWINGS AT AREA 1NCLUDiMG MANHOLE # ASTEWATER AND 1/4 SECTION #S OPF_RATIONS FIELD OFFICE • DATE FORWARDED: 4 •0 3 BY: ~M4.~ DATE RETURNED: - D -O • • ~ ~ - o• • lSSUE DATE: FILE NO.: JOB NO.: VHS TAPE NO.: ~ QSAP ~ WHEN POSSIBLE ~ OTNER: ADDITIONAI•. !RlSTRUCTIONS: ~ ~ . • ' •...__...._.-_'......._,....:Y':....~..-•_--•• . . • • " . . . . ~i' e . •.i~ r ,C:`:.•. ..j...' . , . . . . . ..s. . . •..r~.~~'. . .~.r.... . ~ > _ . . . . . . . . . ' • , , .r r ..1j'. , - - _ Cr:.+.: ~~i.-:... - , ' - . . ' ' . _ . _ . . . n=....r . :r . . • _ . . . . ' DATE COMPl.ETED: OPERATOR(S) White - Utilities Yellow copy • Consiruction Revised 3110100 r ~e .c sIis• s_r gon: ~~an A lvr, c,-s at-I E'40da:yi:-~s: ~:EO••c. SpoCo Wasfewater, 12007 E Emptre Way, Spokane, WA 98206, Te1: 509.477.1984, Fax: 509,471,6998 030605PrePave.mdb ~ i ~ Dafe ~ Tape # 1 trom AlanAale ~ to Msnhcle ~ ODservaflon l I Posldon I VCR Caunterl Sectlon p - tA I 1 ~ 08105/2003 ~ 1258 ~ 183.719 ~ 162,818,9 eDebds, cleaNng needed ~ 2.4 ~ 00:00:17 W 21 08/0512003 1 1258 ~ 163.7J8 ( 182.818.9 ~ ~ 225,7 + 00,09:29 ~ 1 31 aWosnnos ~ 1256 ~1e2.eie.9 ~162.sre.8 ~Fin;snsurvey _P mn ( 123.1 j 00,13:5e ~ 2 0 41 aerosn003 1 1256 ~1e3,4r9.e ~ 18419.3 285.4 ~ 00:2ez7 ~ s = 51 0810812003 1 1258 ~ 16419.3 1 184318.9 Qebrs (n channef, cteaning rteeded ~ CD ~ 128.8 ~ 00:31:08 ~ 4 D 61 06I0812003 1 1268 ~ 16418.3 ~ 184.318.9 i 128.8 ~ 00:31:17 ~ q ' g 71 06166/2003 1258 ~ 184.316,5 ~ 164.819.8 ~ Flnish survey @ mh 82.1 ~ 00,36:03 ~ 5 0 B I06/0e/1003 1258 184.816,8 ~ 185,8/9.7 ~ Ffnlsh survey @ mh ~ 328.7 f 00:48:21 f 6 F 91 O8/0812003 1 1256 165.818,7 ~ 185.8l9.8 ~ Flnish survey @ mh ( 88.8 ~ 00:52:33 ~ 7 ~ 101 08/0612003 1 1256 1 185.8116 1 165.919.8 (j:DL-bds, ~p~mh 1 I 52.1 ~ 00:52;33 ~ 8 ~ 11 l 08108/2003 1 1258 1 185.919.8 ~ 16819.6 cleaning needed 6.5 OO;b4:33 9 0 12 1 08f08J2003 1 1258 185.919.8 168f9.5 s in channel, cleaning needed ~ 83,1 ~ 00.57;41 ~ 9 3 131 OBf08f2003 1 1258 ~ 185.9l9,8 18819.5 ~ Finlah aurveY ~ 83,6 ~ 09:57:54 ~ 9 ~ 141 0610812003 ~ 1258 ~ 18819,5 18619.3 ~ op / 0 10 c 151 06f0812003 ~ 1256 ~ 18818,5 ~ 16818,3 I Flnigh Survgy ~i mh 99.3 ~ 00:57:54 ~ 10 ~ 18 08/06/2003 ~ 1259 ~ 18@18,3 ~ 185.819 Fl 97.3 . ~ 01:04;32 11 17 0610912003 j 1259 ~ 185,819 ~ 194.918. Debris, deaning naeded ~ 84.9 ~ 01:07:54 12 181 0610912003 ~ 125fi ~ 185.919 ~ 184.918, Debd8, cleaning nee9ed I 255.2 ~ D118:26 I 12 191 0810912003 1 1256 ~ 185,B/A 1 184.9f8.8 298.7 ~ 01;21;05 ~ 12 ~ 0 ~ (A~ J OJ w~ J ~ N O ~ ~ I ~ I I ( ~ I I ~ . Page: 9 N \ ^ l , w 5~3c~11!151laA 707 W. 7TH AVE. T R A N S M I TTA L SUITE 200 SPOKANE DENVER WASHINGTON 99204 P 509 458 6840 S PO KAN E F 509 458 6844 SALT LAKE CITY CLC A550CIATE5 • ~ ti TO: D AT E: - , P R O J E C T NAME: PROJECT ► ATTN: NUMBER. . WE ARE SENDING: ~ ~ ENCLOSED UNDER SEPARATE DDCUMENTS COMPUTER DISCS PRINTS REPRODUCIBLES REPORTS OTHER COPIES DESCRIPTION ~ ~1~, I ~tcal'-~`.,/?A ~.2 J O~- ~ . FOR YOUR USE FOR YOUR REVIEW , FOR YOUR APPROVAL , SENT PER YOUR REQUEST EXPRESS MESSENGER PICKUP , U.S. MAIL REMARKS: C O PY TO: BY: ' ~ s° 3 O° fC, 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 BIlly, 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 NORTHVI/EST ~ - SOILS, TEST/NG & INSPECTION April 1, 2003 STI Project No. S030016A Spokane County Utilities Department 1026 W. Broadway . Spokane, WA 99260-0170 Attn: Mr. Billy Urhausen Re: Shelley Lake 4th Addition: Sewer Bond Reduction Request. Dear Billy: Air and mandrel testing of the sanitary sewer system on this project has been completed. At the request of our client, Shelley Lake Development, LLC, we request a reduction of all associated sewer construction bonds for this project. I have enclosed copies of the air and mandrel testing reports indicating the test results and when the inspections occurred. If you have any questions concerning this issue or need any additional information to reduce the bonds, please feel free to contact me. Sincerely, STI Northwest L "J Bob Graham Civil Projects Manager cc: Buster Heitman, Shelley Lake Development. LLC STI file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 AIR AND MANDREL FIELD TEST RESULTS PROJECT NAME: Shelly Lake 4th STI PROJECT NUMBER: S030018A NoarHMsT 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 PIPE ' MAIN SERVICE 'SERVICE ' TIME PRESSURE PASS COMMENTS Manhale to Manhole DIAMETER DIAMETER LENGTH DIAMETER LENGTH / FAIL (to 114 inch) (Inches) (feet) (inches) (feet) (Minutes) PSI MH 410- MH 406 7.25 1 8" 104 • ~ • • ~ • P Mandrel test only I I I I I I I MH 405- MH 406 ( 7.25 1 S" ~ 333 ~ - ~ • ~ - ~ P ~ Mandrel test onl Y MH 405- MH 404 I 7.25 ~ 8" i 85 = • ~ - I'- , • I I MH 402• MH 401 . 7.25 ~ 8" 230 - P Mandrel test onl ~ - • • j - P Mandrel test only ~ MH 401• MH 18A 7.25 g" 131 ~ - ~ - I- - i P Mandrel test onl I I I y I I I I I ~ I ~ MH 412- MH 403 ( 7.25 ~ 8" ~ 128 ~ - _ - ~ • - P Mandrel test onl I y MH 403- MH 411 7.25 8" ( 270 ~ - ) • - ~ - P Mandrel test only I I I I I 1 ! ! MH 401- MH 24 ( 9 ~ 10" ( 340 P Mandrel test on tY I MH 407- MH 408 J 9 ~ 10" ( 100 ~ - - ~ • - P Mandrel test only MH 408- MH 409 ~ 9 ~ 10" ~ 95 ( - ~ - ~ - - P Mandrel test onl MH 409- MH 490 9 ~ 10" ~ 90 ~ - ~ - ~ • • ( P Mandrei test only ~ ~ I I I I I ~ I 1 I I I I I ! I I I 1 I . . AIR AND MANDREL FIELD TEST RESULTS PROJECT NAME: Shelly Lake 4th STI PROJECT NUMBER: S030016A NORTHV,uEST REPORT NUMBER: 6 2214 E. RIVERSIDE, SPOKANE, WA 99202 DATE: 311212003 509-534-9711 FAX 509-534-9755 TECHNICIAN: MC & SM PAGE: 2 of 3 LOCATION MANDREL MAIN PIPE 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" J 104 ) 4" ) 35 ~ 5 ~ 4.0 ~ P+ Air test only MH 405- MH 406 8" ~ 333 ~ 4" ~ 220 ~ 12 ~ 4.0 ~ P ~ Air test only I f I I I 1 I I I MH 405- MH 404 8" ~ 85 ~ 4" ~ 85 ~ 5 ~ 4.3 ~ P ~ Air test only MH 402- MH 401 8" ~ 230 ~ 4" ~ 215 ~ 12 ( 4.1 ~ P~ Air test only MH 401- MH 418A 8" ~ 131 ~ 4" ~ 95 ' 9 ~ 4.2 ~ P ~ Air test only I I I I I I I I l MH 412- MH 403 ~ ~8" ~ 126 ~ 4" ~ 65 ' 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 J 4.2 ~ P J Air test only MH 408- MH 409 ~ j 10" ~ 95 ~ 4" ' 40 ~ 8 ) 4.2 ~ P ~ Air test only MH 409- MH 410 10" ~ 90 ~ 4" ~ 65 ~ 8 ~ 4.0 ~ P~ Air test only MH 410- Stub 14" ~ 50 ~ • ~ - J 6~ 4.0 ~ P( Air test only , I I I I I 1 I 1 1 I I I I I I I I I . - ~~6E1~FN./~Co NORTHWEST SO1LS, TESTING & INSPECT/ON March 24, 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 transrruts 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 requiriog 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 ~ ,L• rr-"~~ ~ 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 BOND ESTIMATE Project Name: Shelley Lake 4th Addition Project Number: P1750D Date: March 24, 2003 ~ Prepared by: GMM ~RTY ffin-pill? escription Qty Unit Unit Price Total~ Dralnage Items 1 Drywell, Type A(incl. badcfill, filter fabric, frame & grate) 1 EA $ 2,100.00 $ 2,100.00 2 Drywell, Type B(incl. bad(fill, filter fabric, frame 8 grate) 5 EA $ 2,700.00 $ 13.500.00 3 Concrete Inlet, Type 2 2 EA $ 640.00 $ 1,200.00 4 WSDOT Inlet and Grate 1 EA $ 1.300.00 $ 1,300.00 5 Curb Inlet, Type 1 7 EA $ 75.00 $ 525.00 6 Metal Frame and Grate 2 EA a 300.00 $ 600.00 7 Pipe, 15-inch PVC 15 LF $ 25.00 $ 375.00 8 Pipe, 124nch CPEP or HDPE 40 LF $ 21.00 $ 840.00 9 Pond Excavation Ind. Haul 425 CY $ 8.00 $ 3,400.00 10 Seed. Fertilize and Mulch 10,000 SF $ 0.05 $ 500.00 11 Topsoil 50 CY a 6.00 $ 300.00 12 Clearing and Grubbing (1-5 acres) 3 AC $ 2,000.00 $ 6,000.00 13 Riprap for Ditch (6 inch minus) 10 CY $ 25.00 $ 250.00 Drainage Items Sub-Total $ 30,890.00 Roadway ttems 14 Rough Grade (sub-grade preparaton) 2,500 CY $ 10.00 $ 25,000.00 15 Base Course 1,270 CY $ 24.00 $ 30,480.00 16 Top CoUrse 1,120 CY $ 24.00 $ 26,880.00 17 Asphalt Cancrete Pavement 872 TN $ 45.00 $ 39,240.00 18 Curb and Gutter, Type R 4,300 LF $ 10.00 $ 43,000.00 19 WSDOT Type 111 Barricade 1 EA $ 250•00 $ 250.00 20 Street Signs 2 EA $ 100.00 $ 200.00 21 Monuments (1 approx. every 300 ft) 7 EA $ 200.00 $ 1,400.00 Roadway Items Sub-Total $ 166.450.00 Erosion Control Items 22 Sitt Fence 800 LF a 4.00 $ 3,200.00 23 Rodc Construction Entry 280 SY $ 16.00 $ 4,480.00 Erosion Contml ltems Sub-Tota/ $ 7,680.00 SUBTOTAL of ALL ITEMS $ 205,020.00 3% Inflation from year 2002 to 2004 $ 12,485.72 Sub-Total including lnflation $ 217,505.72 CONSTRUCTION TOTAL (includes muttiplier of 1.10) $ 239.300.00 Inspection 24 Inspection of Drainage Facilities 1 LS $ 1.250.00 $ 1,250.00 25 Inspection of Roads 1 LS $ 6,050.00 6,050.00 Inspection Items Sub-Total $ 7,300.00 SUBTOTAL of ALL ITEMS $ 7,300.00 3% inflation from year 2002 to 2004 $ 444.57 Sub-Total including inflation $ 7,744.57 INSPECTION TOTAL (includes muttiplier of 1.10) $ 8,500.00 GRAND TOTAL (includes multiplier of 1.10) $ 247,800.00 ~ NORTHWEST, lNC. ~ 10 Sri Geotechnical, lnspections, 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 infornnation 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 6:1%1 - I . 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 NOR1rH1NEST SOILS, TESTING & INSPECT/ON March 17, 2003 STI Project No.: S030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 4t6 Addition - Construction Summary Marcb 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 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 completed backfilliog and compacting sanitary sewer lines. Construction observatioo 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 (~%z 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 NORTHVVEST Sri ~AHEA'~~' • ~ SOILS, TESTING & lNSPECTION 'March 3, 2003 STI Project No.: S030016A Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Shelley Lake 4`h Additioa - 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 aod compacting saaitary 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 TPROJECT ` Sheily Lake 4th - LABORATORY REPORT NOA'THWEST, INC. ORGANIC CONTENT 2214 East Riverside Avenue PROJECT NUMBER Spokane, WA 99202 S030016A (509) 534-9711 FAX (509) 5349755 , ASTM METHOD D 2974 CORING/iNTERVQL LOCATION , Stockpile ~ DATE ~ 416f2004 ~ SAMPLE LOG # ~ 1169 , PAN # ~ WEIGHT DRY WET DRY TARE OF SOIL WEIGHT WEIGHT WEIGHT WATER WEIGHT W/C % , . , ' . 0.0 ~ 0.0 #DIV/0! AFTER AFTER BURPI ORGANIC CRUCIBLE PRE-BURN BURN -CRUCIBLE SOIL CONTENT ID WEIGHT WEIGHT TARE WEIC3FiT F . 1 99.190 98.590 48.580 50.010 1.2 2 98.970 98.400 47.760 50.640 1.1 3 98.700 98.150 48.530 49.620 1.1 AVERAGE % ~ 1.1 ~ SAMPLED TESTED CHECKED REVIEWED BY BY BY BY < < j I o:sti/forms2002/organicontent + LABORATORY REPORT ~ PROJ ECT: ♦ ~~77NORTHWEST ORGANICONTENT 'ROJECT NUMBER: 3628 EAST FER.RY SPOKANE, wA 99202 ~D5268) (509)534-9711 fax (509)534-9755 R1NG / 1NTERVAL LOCATION DATE SAMPLE LOG # PAN# WET WEIGHT ZB 4• -7 DRY WEIGHT TARE WEIGHT • ~vd 8 WEIGHT of WATER DRY SOIL WEIGHT W/C% CRUCIBLE ID. ~ I Z 3 PRE-BURN WEIGHT 99, l 9 AFTER BURN WEIGHT cl~-5ct ~5 CRUCIBLE TARE 4~ •SY~ y,~,~t. ~-4,43~'~ AFTER BURN SOIL WEIGHT ORGANIC CONTENT % " AVERAGE % SAMPLED BY: TESTED BY: CHECKF•D BY: REVIEWED BY: OASTIV.AB\FORMS\BLANK v. 1.0 12/99 PROJECT ~ Shelley Lake 4th LABORATORY REPORT NoRTHwEST, ING- ORGANIC CONTENT 11616 E Montgomery Drive, Ste 31 PROJECT NUMBER Spokane, WA 99206 S030016A (509) 534-9711 FAX (509) 5349755 ASTM METHOD D 2974 . CORING/INTERVAL ~ LOCATION ~ Tract D I DATE 13/24120041 SAMPLE LOG # 1 1162 , PAN # 1 ~ , , . , . WEIGHT DRY WET DRY TARE OF SOIL WEIGHT WEIGHT WEIGHT WATER WEIGHT W/C % , F ~ . 525.4 520.4 0.0 5.0 520.4 1.0 , , . AFTER AFTER BURN ORGANIC CRUCIBLE PRE-BURN BURN CRUCIBLE SOIL CONTENT ID WEI6HT WEIGHT TARE WEIGHT (°r6) , F . 1 146.100 145.600 48.000 97.600 0.5 2 158.000 156.800 50.000 106.800 1.1 3 144.000 142.800 52.000 90.800 1.3 AVERAGE % ~ 1.0 ~ SAMPLED TESTED CHECKED REVIEWED BY BY . BY BY r F f C.I4!~L ~G ~ r ~ . o:s#i/forms2002/organicontent ~ ~ LABORATORY REPORT ~ PROJECT: she J~I7 NORTHWEST ORGANICONTENT 'ROJECT NUMBEIf : 3628 EAST FERRY fD52681 s G 3G~/(, ~ SPOKANE, WA 99202 (509)534-9711 fax (509)534-9755 'ZING / INTERVAL LOCATION DATE 3- A G1~/ SAMPLE LOG #//G 2PAN4 WET WEIGHT DRY WEIGHT TARE WEIGHT WEIGHT of WATER ~ G DRY SOIL WEIGHT .s"~ ~rI W/C% 1.61 CRUCIBLE ID. PRE-BURN WEIGHT /sxo AFTER BURN WEIGHT /-is, G i.r4,. CRUCIBLE TARE yil st, s~-- AFTER BURN SOIL WEIGHT 9 y, 6 ~F ORGANIC CONTENT % 1,3 AVERAGE % l~ G SAMPLED BY: TESTED BY: . CHECKED BY: REVIEWED BY: OAS i M..ABIFORMBLANK v. 1.0 12f99 rr- a ~R~TER ` CE"~ N~ERS 100 J4if~ + . S ~ 60 ■ V S 30 40 1 6 16 Zp . ~iNC}1E5 3 4 $AO A4 ~ 5teve ppEN~ 1 ~q 1R~' ,rr► V 4~ 2 1~ a. 6 10a ~ 9i0 $5 ~ 75 TO 65 4 60 - ~ m► ~ Z 50 . Z 45 40 W ~ a 35 30 25 p 0.04~ 0 0i i5 O.A 10 ~ R O IN MiL~-~M~ERS $1~-T ~ 5 ~ GRp,aN S~E CV Cc o Ip0 pL pt ~d~U►m~ ~ - l1- GR~► c+aatmee ~ . gLES c~►~''~' ~ ~ escnPjon ~a`ten~~.- _ e~' ~ COB • D G~v ~,~ntifi~~o~ . speamg - 0.0 %Gla, ~ 962 J , _ p10 oAGMve' Asand qbSitt " p30 060 , - 9,052 on p1t34 20.366 Speq~n tden 0.0 T5 _ - ~ 962 _ StZe d0ian Ad s el~y ~ke 4t~ ~ Pt~je~• gnelly La'TVe R'oad LoGSfion. . 6 Sp300i~N NUm " • s ,~.H,~a►T . . ~ ~ ~ / .0'0'V,S. StEyet`ttjWER ~ ~ iOD i~200 p oloo ~t0 ~ 10 16 30 ~ ppEN►tAG tN jNctE$ 1~2yg 38 8 ♦ ~ ~V 5. StE'VE A 3 2 1 4 6 1op . 95 9D . 85 eDi 75 70 . 65 ~ 80 ~ 40 35 30 25 0. 2D 0.01 15 ol - 10 1 ' ~~~~M~RS SILT QR 5 io GP-NN SIZE IN GU - o ioo SA~`~~ pL Pt ~g 42.p.3 ~L ~ ~di~m _ 1~- 1•5 - ~ _ o~ ~pBg~S 'c°a~ - ~ynwf% Ide~~~'`~ ' - Spe , _1 •0 C/°CIaI f 102T ~Gel 9i6Sa~ g.2 60.9 - - ~ D3a 0,118 40'9 - 06+D on D1 4.993 , A0~ 0'9~ 19~ ' ~ - - SPga'~~ ids ,~.0 ~ AoZT - - IN SIZE _ Add~~o~ ~ p . prQjedt sh8~~ e g Road . ~ - - Loq~da~: She1ty . 4 um~r: S030016P` , IyN ~ RTH~ST ~ ♦T _ ~ U.S. SIEVE OPENING IN h :S I U.S. SIEVE NllMBERS I HYDROMETER ~ 6 4 3 2 1.5 1 1R3/8 3 4 6 810 1416 20 30 40 50 sp 100140200 _ 100 - = ~ ss - - _ - . - . 90_- . - - ~ 85 - : so - ~ . - 7s ~ . - N 7o ~ ~ - : . ~ 60 - - 65-- ~ - ~ ---r--- ~ ~ - ~ ~ m 5s _ _ MW 50-- . : ~ - . : ? . ~ . ~ ~ z - ~ - W ~ W ~ - - 30- ' - a 35 ' - - - ~ ~ -a- 25_- 20- - - • ~ 15 • \ • ~ ' - \ M ~o- - - . - ~ s ~ ~ N o ~ ~ ~ 100 10 1 0.1 0.01 0.001 ~ GRAIN SIZE IN MILIIMETERS GRAVEL ~ SAND COBBLES co SILT OR CLAY ~ ~ arse ~ medum I fine arse ~ fRe oo Specimen Identification ~ Description of Nlaterial LL ~ PL ~ PI ~ Cc ~ Cu • 1 1031 1.0 ~ SW-sM 12.49 134.87 Mm I LL Class A 0.0 11.66 120.53 Al UL Class A 0.0 11.33 136.87 o Specimen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~ %Grav~el ~ %Sand ~ /oStlt I o/oClay 1a ~ 1031 1.0 ~ 19.1 ~ 5.483 ~ 1.466 ~ 0.157 ~ 43.7 ~ 49.7 ~ 6.6 m ~ LL Class A 0.0 ~ 19.1 ~ 7.023 ~ 2 ~ 0.342 ~ 51.3 ~ 45.7 ~ 3.0 ~OA UL Class A 0.0 12.7 ~ 3.756 ~ 0.712 ~ 0.102 ~ 33.3 ~ 59.7 ~ 7.0 F I GRA1N SIZE DISTRIBUTION ~ Project: Shelly Lake 4ih Addition ~ Location: Shelly Lane Road ~ JWrl NORTHWEST , Number: S030016A ~ • .x ♦ LABORATORY RFPORT 'oJCCT: s hPl~e~ l~Fltc'~ ~77NORTHWEST TEST NAME rrCOJECT NUMI3ER: 507?00)AA 3628 EAST FERRY ASTM C 1361AAS.FITO T 27 SPOKANE, WA 99202 /'t%9)534-9711 fax (509)534-9755 LOCATION She ~ RA[, SAMPLE LOG # J(,a ~ j - DATE 7/ PREWASH Pn5TWA5H TARE I.D. TARE I.D. WET + TARE DRY + TARE DRY + TARE TARE WATER DRY SOII f-as 70.-S TARE WASHOUT WT. ~ 7 7' g 6• S % DRY SOIL a 7 3 MpISTURE CONTENT _ TOTAL WEIGHT ACP-Class 3/4'+ * 3/4'-WET 3/4'-DRY A FACTOR SIEVE WqGHT RETqINEp CUMULATIVE WEIG~. %PASSING SPECIFlCATION 3i4• (19.1 mm) ~ roo ioox i : i1z• c12.7 mm) 1333 q S 90-100 3,8. (9.5 mm) 3 3 y. a ~ 3 75-90 . 1,4- (6.35 mm) s a 7. ~ 61-1 55-75 N0. 10 (2.0 mm) 3, Q 3~l 30-42 % N0. 40 (0.425 mm) 11-24 % N0. 200 <0.075 mm) a~ 1. S . 7 3-7 % . PAN a . 6 PAN & WASH[]L1T , SAMPLED BY: TESTED BY: CHECKED BY: REVICWED BY: 0:1STIV.ABIF0RMS\ACP v.1.0 5/01 NT` NORTHVYEST ASPHALT RYCE DENSITY TEST ASTM D 2041 / AASHTO T 209 DATE 7/6/03 ~ PROJECT NAME S .y PROJECT TItJMBER S0 3ov~6A' TYPE OF NIIXTURE ~ SIZE OF SAWLE . , NUMBER OF SAMPLES ~ TYPE OF CONTAINER _(circle one TYPE A,B,C,Djpbr F) , TYPE OF PROCEDURE (circle one WEIGHT IN WATER, ~EIGHT IN AIR) A MAss oF sAWLE, g. 2 0 6 6. a B MAss oF corrraMR, g. !~ka I-~, S c MAss oF covEP, g. I 3 0$,_ 6 D MAss oF oorrrauER + covER + wATER (FULL), g. E MAss oF oorrrAMER + sAWLE + wa17ER, & g3 o y. S .,...__..~._.._._._._r . F bIT,Q.IIVEIL,~cam3 / W. G -'VOL-i3MS-OF'SAW16E; pn'4-$'_ / . H DENSITY OF SAWLE, cmj i a3. [A/(A+D-E)l TEST PERFORMED AT 25°C +13 or - 2.3 °C (+3 or -M no correction needed. See ASTM. VOLUME OF CONTAINER = DENSIT'Y IN PCF (ft) = DENSITY AT cm' x 62.245. (62.43 X 0.997) RF.CORD DENSITY TO 0 000 cffi' / ft' . NOTES: . ~ . . TESTED BY: 41,41k CHECKED BY: - ~ . REVIEWED BY: , I o:40rnFORrs ASPHALT EXTRACTION - lGNITION METHOD J CALCULATIONS sample + tare ~ 5997.8 ' tare 3076.7 mass of asphalt ~ 2921.1 total wt.after bum ~ 5825 wt. Loss ~ 172.8 aggregate wt ' 2748.3 b9-b10 percent loss 5.92 b10/b9*100 temp comp ~ 0.08 calib factor ~ 0.02 bitumen ratio ~ 6.19 b10/b11 *100-b13-b14 calib asph content ~ 5.82 b10/b9*100-b13-b14 ~ Project No.: S030016A Project Name: Shelley Lake 4th NORTHWEST Lab No.: 1031 Sample Date: 7/17/03 Sample Location: Shelley Lane Rd. CLASS `A' &`B' ACP LABORATORY TESTING RESULTS Gradation: (ASTM C-136 & C-117) Sieve Size % Passing Specification 314" 100 100 1 /2" 95 90-100 3/g" 83 75-90 1 /4" 64 55-75 No. 10 34 30-42 No. 40 15 11-24 No. 200 7 3.0-7.0 , Meets Specifications: Yes El No ❑ Percent Asphait by Weight of Mix: (NCAT Method) 5.82 - Rice Specific Gravity: (ASTM D-2041) 151.4 ■ ~ ' ~ 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 % ~ ~ U d ~ ATTERBERG LIMITS ~ w 115 ~ ° LL PL PI ~ o ~ 110 Curves of 100% Saturation for Speciflc Gravity Equal to: 2.80 ~ 105 2.70 2.60 100 ~ 95 90 ` ~ ~ ; F ~ 850 5 10 15 20 25 30 35 ~ WATER CONTENT, °6 , _ g - MOISTURE-DENSITY RELATIONSHIP ~ Project: Shelty Lake 4th Addition a ° Location: MH #6 ~ ~ JWTF NORTHWEST Number: S030016A ~ ~ ~ LABORATORY REPOltT " ')JECT: ShPf NORTHWEST MOISTURE DENSITY i..JJECT NUMaER: 503 0a1 &.4 3628 EAST FERRY RFLATION ~ SPOKANE, WA 99202 ~ ASTM DI SS7/698 (509)534-9711 fax (509)534-9755 . LOCATION SAMPLE LOG # -10a ` - - - - . _ _ - - - ~ - - - . ~ 7-- DATE 7 /7b?os TESfi OATA~ . Tesr ~ - ? ~2E .~y°u~ ao ' TrST ka 1 2 3 4 5 . ~ MasTURE coNDInoH t p ~ ~ . WaaW oP soa. & MMO Ray6 lq,oba 0-30~~ ►3.7sg . _ - : y,.,,, : • ti rumfi = Mot„p . . ...r 3 r " RU KT IDVr7 T SOL1., • . • . . . r • , NE1' DRY W'E11HT SdIL ~ . ~ . VO.. OF MotD DRX. pE~TY pcf 1371 1~1~1~ 137.0 ~9r0 ~ . ~ ~ . I Pa" ~Wt r+rr. oF sOcL & TARE l. 6S9o J• 69)~ ~ . . oRY W. oF sdL & TARE 1,7635 1•6160 I.01011,7715 ~ . - } ~ VdMfi - TARC .6610 , 669s ,6sys ~ _ WDGifi - WAaM . . . . _ - } ' WQGNfi - DRY SOU. ~ Ii1qS11Jm x a DRY VYt. ~ 7G PASSiNG 3/4 . . ~ . . ~ x PIISSING f4 - ~ ~ 13 I~IAXtMUM DENSITY . . . pcf oFNuM IAasTuRE , . ) ~ . I ► - . i ~ I . ~ . . ; . . , 1- _17 I ! ► swo 14 so Is m ~ 36 as ~ . ~ 40 43 . MOISTURE OF DRY WEIGHT) SAMPLED BY: TESTED BY: CHECKED BY: REWIEWED DY: Report of Compression Test Results JVrl N4RTHWEST RepoR # : 11 2214 East Riverside Report Date: 6/28/2003 Spokane WA 99202 Job Number. S030048A OWice: (509) 534-9711 Job Name: Shelly Lake 4th Fax: (509) 534-9755 Project Manager: Bob Graham Specimen Type: 6x12" Concxete cylinders ASTM-C39 , Mix and Field Data Cast Date: 6/2612003 Contractor. Jim Johnson Placement: Cross drain, 9th Lane Galway Lane StrBngth: 3000 psi ~ 28 Days Inspector: Mike Cunningham Mix ID: 306066 Actuai Supplier: GPM Slump (in.) ASTIVI C443: 5.5" Load 1 s# Load Air Content ASTM C-231: 4.2% Truck 967 Unit Weight (pcf) ASTM C4 38: NIA Ticket 145533 Concrete Temp. (°F): 76°F Plant # : 1 Batch Size: 8.0 yds Ambient Temp. (°F): 84°F Water. 8 gals Wearther: Pt. Cloudy Admixture: Daravair Time Batch Time: 1:05 PM Remarks: 0 Sample Time: 1:35 PM Finish Time: 1:50 PM , Test Results Actual 6reak Nominal Area Load . Strength_ _ 6reak 96 ot Lab # Date Rec'd Test Date Time Age (days) Size (in=) (Ibs) (psi) Type Req'd 1157 a 6/27/2003 7/3/2003 10:00 7 6x12" 28.27 76050 2690 SH 9096 b 6/27/2003 7/2412003 8:10 28 6x12" 28.27 . 97175. . 3440 SH. 11596 c 6i2712003 7124/2003 8:10 28 6x12" 28.27 97175 3440 SH 11596 d Hold Break Types -(CN) Cone, (CSP) Cone SA (CSH) Cone Sheerr, (SH) Shear, (CO) Cdumrrar Reviewed By: *stribution Clierrt: File: Producer: Others: 0 Report of Compression Test Results JWrl N4RTHWEST Report # : 10 2214 East Riverside Report Date: 6/25/2003 Spokane WA 99202 Job Number. S030048A OWice: (509) 534-9711 Job Name: Shelly Lake 4th Fau: (509) 534-9765 Project Manager. Bob Graham Specimen Type: 6x12" Concrete cylinders ASTM-C39 Mix and Field Data Cast Date: 6/2512003 Contractor. Jim Johnson Placement: Type "R" curti and gutter, SW comer 9th + Sheiley Lane Strength: 3000 psi ~ 28 Days Inspector. Mike Cunningham Mix ID: 32112 Actual Supplier. CPM Slump (in.) ASTM C443: 0.75" Load 14 of 17+ Air Content ASTM C-231: 7.8% Truck 913 Unit Weight (pcf) ASTM C4 38: N/A - Ticket 145394 Concrete Temp. (°F): 77°F Plartt # : 1 Batch Size: 10.0 yd' Ambierrt Temp. (°F): 84°F Water. 0 Weadier: Pt. Cloudy Admixture: Daravair Time Batch Time: 12:34 PM Remarks: 0 Sample T'rme: 1:25 PM Finish Time: 1:45 PM Test Results Aotual Break Nominal Area Load Strength Break g6 of Lab'S Date Rec'd Test Date Time Age (days) Size (in=) (Ibs) (psi) Type Req'd 1156 8 6/16/2003 7/212003 10:00 7 6x12" 28.27 105315 3730 SH 12496 b 6/28/2003 7/23/2003 1:35 28 6x12" 28.27 128690 4480 SH 149g6 c 6/26/2003 7/23/2003 1:35 28 6x12" 28.27 115250 4080 SH 136% d Hold Break Types -(CN) Cone, (CSP) Cone Sp6t, (CSH) Cone Sheat, (SH) Stear, (CO) Cotumnar Reviewed By: . ` 'stribution Client: File: Producer: Others: PAGE ~ of ~ ~ PROJECT NAME, jFT/ NORTNWEST PROJECT NUMBER:50 3 cDC.11coA AIR AND MANDREL FIELD TEST RESULTS REPORT No. (v . 2214 E. RIVERSIDE, SPOKANE, WA 99202 DATE: 3 ~I 2~ (509)534-9711 FAX (509)534-9755 TECH: , LOCATION MANDREL MAIN PIPE 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 ~IyH/o- m~ yoG I I f~'' I:la~/ I ~i" I 3~" I.~ I I 1~ I f}►✓T.~~~, v,~.1u , I I I I I I I I I ' I333 I`l~~ I aao I/z I y.~ I/~ I \ I I I I I I ~ I I 1 m Nq us-"'m iw yo y I I~'~ I~s I y~~ I~s I~ I Y~ 3 I~ I I 110 z / i i9- o zIs 1 9 1~~ ( P i ~ mytl~z- q '-r0,3 I6~~ I~.'v I y~` 8 s I12 ~ I w I I I I I I I I I I 1 I I I I I I I I 1 ~ I~ I I I I I I I I I I I I I I I I mN40? - m~~y I I100% 1 3 ocD' 1 14I-'ZI Iy I1,(, v I a' I MAa.'A ~.~e-A.., rn\ 40 -1-40B I I io" I iQo' I W'' I-? o' I 8 Iq, Z I►n i ` f m~\ 14 016 - uoq I I 10° ICi I u", I yo' if;5 I V. 2-- I~ I i m~\-\Oat- tt \ 0 I I 10'' 1 4 ri IL-t" I ' I S IAl 0 I FrtU ~ srGh I I io'' I s'G I I~ ' I ~ I y~` I p I ~ 0:1STIIFORMS v1.0 4101 ~ 1~ ~ td1 ! 21~N sAffl- 1c3~V1,Nl s ~~as :~~4wnN - ~ ow ~ b d91.0 , ~ e~1odS 'uo4eoo, j►ellsh a~ a(oad _ 1I1eAs - ~ u°4lPPb ?!1S a 3Zt5 - _ ~ 1401 1~~1 - Z9s _ ~ - o•o. _.-„aW!~~s L , uapI 9 uo~,0y4 _ ~g~•OZ . 6 o9a _ - ~ ►L - ~an,~~`J°j° • . - ~ pUPg°lo zgg w► ~ glrJ% ~ 4 p uS ~ ,e~gqueP~ - uo4 ~ uo4d a4 _ Gull 53,990 ~ ID - ~ uarnpaw ~ 13~'► 11 - ►a I id _ OU14 o n~ . s N►da~ 5 6Ol,~S sa3~~,,-►~w N' 3~ v ov 5v 4qo VOISO , oZ gZ 0£ ge .o ~ ov m . SP -n ~ - og G) "I 4 99 OL , O$ 99 06 96 00V £ 9 : 1 g4 IS• Z ~ ~ S'n r . ti ~ £ Sl£~►. M Ny GJN~N3~ ~ OV p£ ~Z 9~a~ ~~8 9~., O~ZV OOV ~ Q 04 S?l39WnN~15'Si ?l313~~~H I.ABOR.A.TORY R-EPORT P acT: ' NOf2THWEST . ~,TN~~ PROJBCT NUMBBR: 3628 BAST FBRRY - ' sroxArts, wa ~202 . tiSTM C 1361•4ASH7~D T 2 7 534-9711 fax (509)534-9755 AGGREGATE TEST ANAl.YSIS Pro1ect SamPle No. ~ Job No. ~SOlCj C~i Aggregate Size Date Sampied -3- S-U 3 Wt. of Sample (W) - Where Sampted Ile Tested By 5k,~"1, . Sampled By . ~'G✓1 K ^ w Indf~idual YYeight Sa~en Size Percent Relained ~ . Percent Passfng Reta(ned Indhridual Cumulative ~ Sample ~ Spec.ltmits 3'=75mm jiya,")-, I 2' = 50mm 9 7u, CJ ~ 1W = 37.5mm . (~16'~ ~ 1' = 25mm /~jG y, y ~ Y4 =19mm =125mrn ~ ~ = 9.5mm 3f1~,2, Z ~ No. 4 = 4.75mrn Passing No. 4= 4.75mm 13016.3 P°ro ~ TOTAL W = 9.5mm No. 4 = 4.75mm No. 8 = 2.36mm No.10 = 2.00mm No.16 =1.18mm No. 20 = 850 mficto. No. 30 = 600 micro. No. 40 = 425 micro. ~ No. 50 - 300 micro. ~ No. 80 =180 micfo. . No.100 =150 micro. • No. 200 = 75 micro. PAN TOTAL (W,) 1Nashing an No. 200 Sieve Test Computation Dry Wt. before washing . SE : Dry Wt. after washing Wt. washed thru No. 200 K, p 0/6 i Wt. on pan after rotapping Total Passing No. 200 INSPECTION LOG Project Name: Shellev Lake 4th Addition ~ Project No.: S0300016A ~~T~ NORTHWEST DATE REPORT INSPECTOR INSPECTION LOCATION & DESCRIPTION DEFICIENCY SOLVED NUMBER TYPE Y/N REPORT No. I J N ss °f r" N ~r ~ W~ S S Ca►~w rKa Cw444-7 Ai u~ 2-6 VVe, Ss uw UYNN~yoq,405't40(,o I~ ~ 3~3o y ~o G ~JJ /.f A 3 44 (401, (8 A / ~VI~ IO{ dug'~D 43.~l0 7 uos `~63 ` l l ~ ~ ,~V ~ 4/y~D V ~ S y O~P' uf P lj !~►S PG~}~ h.-. ✓ G mA 33 ~ bI~lo3 o M C~~~~ C~rnQr s%ieile y Luke I C C ot 4,t I~ ~T L. ~ 7I5~b,3 ( 7 , ►(V~•T- ~ C'.5 t C-, , 04:5 ,r~~- I 6> . ~ SS=SanitaN Sewer DT=Densitv Testinq C=Concrete SD=Storm Drainaqe . . ~ JVTJ NORTHWEST PRQJECT SPECIAL INSPECTION LOG PERMIT # 3628 E. FERRY, SP4KANE, WA , (509)534-9711 FAX (609)534-9755 PROJECT NAME STI JOB No.,0000 (L Ar ADDRESS REPORT 1NSPECTOW TYPE OF LOCATION OF PASS! CORRECTED COMMENTS TIME TIME DATE No. INITIALS INSPECTION INSPECTION FAIL ONSITE OFFS(TE ~ 30 t'2: ~ o J 07 03 ~l 7/03 ~ S fi-S S 5 Sewer ddon~ y/vuvvm P /yA g; S a I~ ~ S ~.a03 lln Cc,f1 44._,N 6/'rv dv s 0:1STIlI.OGS1tNSPECTLOG.doc ' DAILY FIELD REPORT ST'214 East Riverside Spokane, WA 99202 Proiect Infammtion Project Name: Date: Sheliey Lake 4#h 8/20/2003 Pro*t No.: Remt No.: S030016A 16 Weather Arrival Tme: Departure Trme: Clear Hot 9:00 3:00 Ctient Local Representative / phone number Generai Contractor: Site Repxesentative / phone nunber 5ubcontactor STI Project Manager / phone nwnber Bob Graham 5349711 Page No. of STI RepresentaWes on site 1 1 Alan K. Bain 534-9711 - Manpowu and Equipment tlsed Fieid Observations Amved on site at 9:00 AM to core drill through the existing pavement at several locatians for the purpose of ineasuring the depth of aggregate base and to probe the subgrade. Eleven site were picked at random for the evaluaiion. All site examined showed the subgrade to be firm and unyielding when probed. See the attached sheet for the depth of aggregate base at each location. r ~-7 ` STI Field 've STI Proj Manag Date TW DOCUMErR AND REFBtENCFD ADDENDA ARE TO BE CONSIDERED PREIIMtNARY UMY. REVIEWfD MD SlGNED BY THE STI CONSTRUCTION EPIGIHEER ANDIOR STI PROJECf MANAGER. Caresponding Deficiency Report No: Foda Report v2.2 ansr01 ~ ~ NORTHWEST, INC. ~ Geotechnical, Inspecfions, 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 Shelly 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 1 S+95 Lt. 6 7 Camine Lane 11 + 55 Rt. 6 1/2 8 Camine 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 • Phone (509) 534-9711 • Fax: (509) 534-9755 STI ORTHWEST ~ DAILY FIELD REPORT 2214 tV East Riverside Spokane, WA 99202 Project Information Project Name: Date: Shelley Lake 4TM Add. 8/7I2003 Project No.: Report No.: S030016A 15 Weather Artival T'ane: Departure Time: Partly Gloudy, 780F 8:50am 1:15pm Client: Local Representative / phone ntmber Sheliy Lake Qevelopment Buster Heftan General Cantractor: Site Representative / phane ntrrter C & B Excavating ShawN 879-8911 gubwntactor STI Project Managar / pharie nwnber Bob Graham/ 5349711 Page No. of STI Representatives on site 1 2 Roger Sahi/ 5349711 ~ Manpmer and Equipment llsed Roto-Rooter Truck, Crew of two Field Observations Arrived on site at cantractor's request to observe cleaning of debris-filled sewer lines per Spokane County Utilities. The following lines were cleaaed 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. q 4 t , S1'I ield R entative Comractor's Representative THIS DOCUMBdT MD REFERENCED ADDEImA ARE TO 8E COA1SK)ERED PRB.IMINARY UNTIL REViEWED AND SIGNFD BY THE STT CONSTRUCfION ENGlHEER AM)/OR STI PROJECf MANAGER. C.~ e4210 Reviewed by Date STI Proj t Manag Date Comesponding Deficiency Report No: Field RepOrt V2.2 8/28I01 M~ p f . g 5 O 10 7 4 ~ 8 g „ ORTH 3 12 r ~ 2 ~►~3 13 ~ 2 3 4 SHELLY LAKE 3RD ADDI110 1 \ ~ t ~ 5 ~ 1 ~ 3 4 . ~ 6 O _.',~..1 4, y 2 Q , ~ ~,q~ , yio 3 4 5 ~a 2 6 5 3 4 4111 'V09 6 a 0 9 10 . t ~ ~ ,'►'1N • ~ ~ ' , ~ ~ ~ 2 'A~ 3 4 5 6 7 • 9 ~ q ' L ~ - ~ jVr--,ffNORTHWEST SheUey lake 4th Addition Job No.: S0300016A - ~ Field Report S 2214 E. Riverside 509-5349711 Date; V 7 -40 3 Spokane, WA 99202 509-534-9755 fax page -N Of a NORTHWEST DAILY FIELD I2EPORT 2214 East Riverside Spokane, WA 99202 Proiect Information Praject Name: Date: Shelley Lake 4TH Add. 7J17/2003 Project No.: Report No.: S030016A 14 Vileather Arrival Time: Departure Time: Clear, 71 °F 7:30am 12:30pm Clienr Local Representative / phone numbef Shelly Lake Development Buster Heitman Genera1 ConUactor: Site ReExesentative / phone number C& B Excavating Shawnl 879-8911 - Subcontractor STI Project Managw / phane numbff Inland Asphalt Bob Graham! 534-9711 Page No. of STI Representatives on site 1 5 Neva Rezansoff/ 534-9711 ~ Manpower and Equipment Used PAVING CREW, 5 ASPHALT TRUCKS,1 PAVER, 2 HYPAC C747B DOUBLE ROLLERS,1 HYPAC C754B DOUBLE ROLLER,1 HYPAC C766C DOUBLE ROLLER Field Observa6ons Arrived on site to observe laying of one lift of asphalt. Upon arrival, the tack coat had been applied to all curbs and existing vertical pavement. Existing asphalt had been freshly saw cut. Paving crew began laying asphalt at south end of Shelley Lake Lane. The asphalt wa.s laid according to design specifications, which called for a 2 inch lift. Sample of asphalt was collect@d on Shelley Lake Lane at Stn. 19+10. Field temperature of approximately 275° F met specifications, along ivith a subgrade temperature of 6i9°. Using a maximum density of 151.4 lb/ft3, the asphalt density ranged from 88% to 96%. Since not all thE asphalt met density specifications of at least 92%, crews rerolled problem areas. Upon rErolling, retests of asphalt met or exceeded minimum specifications. ~ ;r STI Field Repres ti Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERm PiiELIMINARY UNTIL REVIEWED AND SIGNED BY THE STI OONSTRUCTION ENGINEER AND/OR STI PROJECT MANAGER. A Reviewed by Date STI Project anager Date CoResponding Deficiency Report No: Fiela Repcac v2_2 812sVoI . , 2214 East Riverside Spokane, WA 99202 509 ,r~T~ NORTHWEST -534-9711 Fag 5(}9-534-9755 REPORT OF ACP FIELD DENSITY TESTS ASTM D 2950-91 Date: 7/17/2003 Project Name: Shelley La.ke 4th Client: Shelley Lake Development Project S0300016A Technician: Neva Rezansoff Field Report No.: 14 Density Std.: 46517 Page: 2 of 5 Moisture Std: 10475 Guage Id.: CPN MD 10306064 Tota1 Com action Meets Test ~tion L~ ~~i Matcrial R,d Percent Spec Retest of No. (PCF) Class Compaction ( DT No. # 1 ~ Shelley Lake Lane, 19+151t ~ 1 of 1 ~ 144.7 A~ 92 ~ 96 Y ~ #2 ' Shelley Lake Lane, 19+25rt ~ 1 of 1 ~ 136.8 ~ A ~ 92 ~ 90 ~ N ~ #3 ~ Shelley Lake Lane, 19+25rt ~ 1 of 1 ~ 142.3 A~ 92 ~ 94 ~ Y+ 2 #4 Shelley Lake Lane, 20+1 Olt 1 of 1 ~ 141.7 A~ 92 ~ 94 ~ Y ~ #5 + Shelley Lake Lane, 20+20rt 1 of 1 ~ 137.1 ~ A~ 92 91 ~ N ~ #6 ~ Shelley Lake Lane, 20+25rt ~ 1 of 1 ~ 141.4 ~ A ~ 92 93 ~ Y ~ 5 #7 ~ Shelley Lake Lane, 21+1 Olt 1 of. 1 ~ 140.8 ~ A~ 92 ~ 93 ~ Y ~ #8 ~ Shelley Lake Laae, 2I+lOrt ~ 1 of 1 ~ 140.5 ~ A~ 92 ~ 93 ~ Y ~ #9 ! Shelley Lake Lane, 21+1 Ort ~ 1 of 1 ~ 142.2 A~ 92 ~ 94 ~ Y ~ 8 # 10 ~ Shelley Lake Lane, 21+801t ~ 1 of 1 ~ 141.7 A~ 92 ~ 94 ~ Y ~ # 1] ~ Shelley Lake Lane, 21+90rt 1 of 1 ~ 143.0 ~ A ~ 92 ~ 94 ~ Y ~ # 12 ~ Shelley Lake Lane, 22+501t ~ 1 of 1 ~ 142.4 ~ A ~ 92 ~ 94 ~ Y #13 ~ Shel[ey Lake Lane, 22+55rt 1 of 1 ~ 140.1 ~ A~ 92 ~ 93 ~ Y # 14 ~ Shelley Lake Lane, 22+651t ~ 1 of 1 ( 142.4 ( A~ 92 ~ 94 ~ Y ~ 13 # 15 ~ Shelley Lake Lane, 23+201t 1 of 1 + 145.1 ~ A~ 92 ~ 96 ~ Y ~ # 16 ~ Shelley Lake Lane, 23+20rt ~ 1 of 1 ~ 142.3 ~ A~ 92 ~ 94 ~ Y ~ # 17 ~ Shelley Lake Lane, 24+201t 1 of 1 ~ 144.4 ~ A~ 92 ~ 95 ~ Y~ # 18 ~ Shelley Lake Lane, 24+20rt ~ 1 of 1 + 140.8 ~ A~ 92 ~ 93 ~ Y ~ Mat'1 Lab Ricc density Class Sainple DescriPtiQri ASTM D2041-95 No. A 1031 Asphalt per Inland Asphalt (Sull.ivan Plant) 151.4 I I I I 2214 East Riverside , Spokane, WA 99202 509-534-9711 NORTHWEST Fag 509-534-9755 REPORT OF ACP FIELD DENSITY TESTS ASTM D 2950-91 Date: 7/17I2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development Project S0300016A Technician: Neva Rezansoff Field Report No.: 14 Density Std.: 46517 Page: 3 of 5 Moisture Std: 10475 Guage Id.: CPN MD 10306064 , Test Total Compaction Meets Retest of Location Lift Density Material R~,d Percent S~ No. (PC~,) Class (oo) Compaction (Y~ DT No. # 19 ~ Shelley Lake Lane, 24+901t ~ 1 of 1 145.8 A~ 92 ~ 96 ~ Y ~ #20 ~ Shelley 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 Laae, 24+60rt 1 of 1 144.1 ~ A ~ 92 ~ 95 ~ Y ~ 21 #23 ~ 9th Lane, 23+OOlt 1 of ] 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+10rt 1 of 1 ~ 142.1 A~ 92 ~ 94 ~ Y #30 ~ 9th Lane, 21+1 Olt 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+05lt l 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+1Ort ~ 1 of 1 ~ 140.5 ~ A ~ 92 ~ 93 ~ Y ~ #35 ~ 9th Laae, 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 Class Sample Description ASTM ll2441-95 No. A 1031 Asphalt per Inland Asphalt (Sullivan Plant) 151.4 . ~ ~ 2214 East Riverside Spokane, WA 99202 509-534-9711 NORTHWEST Fax 549-534-9755 REPORT OF ACP FIELD DENSITY TESTS ASTM D 2950-91 Date: 7/17/2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development Project 50300016A Technician: Neva Rezansoff . Field Report No.: 14 Density Std.: 46517 Page: 4 of 5 Moisture Std: 10475 Guage Id.: CPN MD 10306064 , Test Total Compaction Meets Location Lift Density Material Req'd P~~t S~ Retest of No. Class Com action DT No. (PCF) p (Y/N) #37 ~ Carnine Lane, 13+80rt 1 of 1 ~ 141.6 ~ A i 92 ~ 94 ~ Y ~ 438 ~ Carnine Lane, 13+801t 1 of 1 ~ 142.5 ~ A~ 92 ~ 94 ~ Y ~ 439 ( Carnine Lane, 13+201t 1 of 1 ~ 140.9 ~ A+ 92 ' 93 ~ Y ~ #40 ! Carnine Lane, 13+1Ort ~ 1 of 1 ~ 143.7 ~ A ~ 92 ~ 95 ~ Y ~ #41 ~ Carnine Lane, 12+00lt 1 of 1 ~ 140.5 ~ A! 92 ~ 93 ~ Y ~ #42 ~ Carnine Lane, 12+001t ~ 1 of 1 ~ 141.6 ~ A ~ 92 ~ 94 ~ Y ~ 41 #43 ~ 9th Lane, 16+60rt 1 of 1 ~ 141.4 ~ A ~ 92 93 ~ Y ~ #44 ( 9th Lane, 16+60It ~ 1 of I ~ 140.7 ~ A ~ 92 ~ 93 ~ Y ~ #45 ~ 9th Lane, 15+201t ~ 1 of 1 ~ 141.2 ~ A 92 ~ 93 ~ Y ~ #46 ~ 9th Lane, 15+20rt ~ 1 of 1 ~ 140.6 ~ A 92 ~ 93 ~ Y ~ #47 ~ 9th Lane, 15+20rt ~ 1 of 1 ~ 140.3 + A~ 92 ~ 93 ~ Y ~ 46 448 ~ 9th Lane, 15+20R ~ 1 of 1 ~ 140.8 ~ A~ 92 ~ 93 ~ Y ~ 47 #49 9th Lane, 14+05It 1 of 1 ~ 139.0 ~ A+ 92 ~ 92 ~ Y ~ #50 9th Lane, 14+05lt ~ 1 of 1 ( 142.6 ~ A ~ 92 ~ 94 + Y 49 #51 ~ 9th Lane, 13+20rt 1 of 1 ~ 139.6 ~ A ~ 92 ~ 92 ~ Y #52 ~ 91h Lane, 13+20rt ~ 1 of 1 ~ 139.8 ~ A 92 ~ 92 ~ Y ~ 51 #53 ~ 9th Lane, 13+20rt ~ 1 of 1 ~ 140.4 ~ A 92 ~ 93 ~ Y ~ 52 #54 ~ 9th Lane, 12+00rt ~ 1 of 1 ~ 140.8 ~ A~ 92 ~ 93 ~ Y~ Mat'1 Lab Ricc; density Class Stunple Description AST1Vi D2041-95 No. A 1031 Asphalt per Inland Asphalt (Sullivan Plant) 151.4 ~ ~ 2214 East Riverside Spokane, WA 99202 509-534-971 l. _ITT# NORTHWEST Faac 509-534-9755 REPORT OF ACP FIELD DENSITY TESTS ASTM D 2950-91 Date: 7/ 17/2003 Pro ject Name: Shelley Lake 4th Client: Shelley Lake Development Project S0300016A Technician: Neva Rezansoff Field Report No.: 14 Density Std.: 46517 Page: 5 of 5 Moisture Std: 10475 Guage Id.: CPN MD10306064 Total Compaction Meets Test ~tian Material Percent Retest of Lift Density Class R~qd Compaction Spec llT No. No. (PCF) (Y/N) #55 9th Lane,, 11+90rt ~ 1 of 1 146.2 ~ A ~ 92 ~ 97 ~ Y ~ #56 9th Lane, 13+201t ~ 1 of 1 ~ 136.3 ~ A~ 92 ~ 90 ~ N ~ #57 ~ 9th Lane, 13+201t 1 of 1 ~ 140.7 ~ A ~ 92 ~ 93 ~ Y ~ 56 #58 ~ 9th Lane, 11+901t ~ 1 of 1 ~ 137.5 ~ A ~ 92 91 ~ N #59 ~ 9th Lane, 11+901t ~ 1 of 1 ~ 138.1 , A ~ 92 91 ~ N 58 #60 ~ 9th Lane, 11+851t 1 of 1 ~ 138.6 ~ A ~ 92 ~ 92 ~ Y ~ 59 #61 , 9th Lane, 14+1 Olt ~ 1 of 1 ~ 136.7 ~ A~ 92 ~ 90 ~ N ~ #62 ~ 9th Lane,, 14+1 Olt ~ 1 of 1 ~ 138.3 ' A ~ 92 91 ~ N ~ 61 #63 ~ 9th Lane, 14+1 Olt ~ 1 of 1 ~ 139.8 ~ A~ 92 ~ 92 ~ Y ~ 62 #64 ~ 9th Lane, 13+201t 1 of 1 ~ 140.3 ~ A~ 92 ~ 93 ~ Y ~ 57 #65 ~ 9th Lane,, 14+1 Olt 1 of 1 141.0 ~ A ~ 92 ~ 93 ~ Y 63 #66 ~ 9th Lane,, 11+901t 1 of 1 140.8 ~ A~ 92 ~ 93 ~ Y ~ 64 I ~ I I ~ i I I I I I ! I I I I ~ I I I I I I ~ ~ I I I I I I ~ I I I I ! I Mat7 Lab Rice density Class $ample Description ASTM D2041-95 No. A 1031 Asphalt per Inland Asphalt (Sulliva.a Plant) 151.4 i I I . ~ . ~ NORTHWEST DAILY FIELD REPORT s~ 1 2214 Easc ~versiae Spokane, WA 99202 Proiect Infarrruatron Project Name: Date: Shelley Lake 4TM Add. 7/16/2043 Project No.: Report No.: S030016A 13 Weather Artivat Tme: Deparbure Tme: . Clear, 90° F 1:00 1:30 Client Local Repre9entative / phone nurta Shelly Lake Development Buster Heitrnan General Contractar: Site Representative / phone nunber C& B Excavafing ShawN 879-8911 Subcontracor STI Project Martager / phone nwnber Bob Grahaml 534-971 i Rage No. of STl Representatives on site 1 9 Mike Cunningham1954-7195 - Manpaw and Equipmmt Used Crew of three. No equipment in use at time of visit Field Obsefvatim Arrived on site to i.nspect and test compaction of CSTC around manholes after adjustment for elevation. Contractor was adjusting manhole rim etevations and grouting at time of arrival. CSTC had been backfilled around completed manholes but was not going to coaduct any compactioa activities unril the grout has set up. Two completed manholes were tested by soil probe. R,esults showed that CSTC had been placed around ihe manhole with no water added. Contractor said thax the manholes would 6e ready to test later today. STI will return to tesst compaction of CSTC around manholes at a later date. . ' ~ STI Field presentative Contractor's Representative TFs DOClJM9NT APD REFEREIJCM Aa09NQA ARE TO BE CONSDERED PRaIMtNARY UNTL REVlE1NED AND SIGNED BY THE . STI OONsTRlcTION ENGINM MIO/OR STI PROJEG? G 8 L Reviewed by Date . STI Proj Manager Date Corresporidng Qefiaency Report No: FieleRqood v2.2 W28r0 t ' NORTHWEST ~ DAILY FIELD REPORT 2214 East Riverside - Spokane, WA 99202 Proiect Intormabn _ Project Name: Date: Sheliey Lake 411-1 Add. 7/15/2003 Projed No.: Report Nto.: S030016A 12 weather aivai rm: Depmtn zime: Clear, 90° F 12:30 4:00 Clienfi Local Repre.sentative / ptwm nurta Shelly Lake Developm+ent Buster Heitrnan Geneml Cantactar. Site Represwbtive / ptwne number C& B Excavating ShawN 879-8911 Suboaitractorr STI Frajed MartagEx / phone number Bob Grahaml 534-9711 Page No. of STI RepresentatiNe.s on sibe 1 6 Mike Cunningham! 9547195 " ManWwsr and Ecuipment Used No equipment in use at time of visit . Fietd Obmavatiais - Arrived on site to inspect aad test compaction of CSTC. Upon arrival at the time specified by the contractar, both lifts for a total of 6" of CSTC were placed, graded, and compactcd and Inland Asphalt had ieft the site. Re.suits of Inland Asphalt's density tests camied to one teirth of one percerrt by nuclear densometer of the top lift were painted on the gravel surface. - The upper lift of CSTC was tested for compadion by nuclear densometer in backscatter mode and the lower lift was tested by driving a pin through the CSTC and testing at 4" by nuclear densometer. Approximate maximum density value was obtained by comparing an Inland test shot to my test shot at the same locaiion and calculating backwards. A sample of the CSTC was obtained for lab test of maKimum density per ASTM D-1557. All test locations but four of fifty-seven met or exceeded Spokane County staadards of 95% compaction based on the approximate maximum density value obtained from Inlaad's resuhs. Those four were 94% of maximum. See "Results of Field Compaction Tests" for further details. Curb reveals appeared to be correct for 2" of class "B" asphalt concrete pavement per detail "B" on page 6 of plaas. Contractor was adjusting manhole rim elevations at time of testing. ST'I will retum to test compaction of CSTC around manholes at a later date. . ~ STI Field Rep 've Contractor's Representative THIS DOCUNENT M1D REFERENCED ADOBNDA AFtE TO BE CONSIDERHI PR6JMINARY UNTIL REViEM AIdD SIGNED BY THE . STT CONsTRUCnON ENGINEER AND/OR STI PROJECT MANAGER. , -~Lr ~s Reviewed by Daie STI Proj aaager Date Caresponding Qeficiency Report No: 2214 East Riverside Spokane, WA 99202 509-534-9711 NORTHWEST Fag 509-534-9755 ItEPORT OF FIELD COMPACTION TESTS Nuclear Methad ASTM D 2922-96 soils and aggregates Date: 7/1512003 Project Name: Shelley Lake 4th Client: Shelley Lake Uevelopment Project S0300016A Technrcian: Mike Cunningham Field Report No.: 12 Density Std.: 2574 Page: 2 of 5 Moistum Std: 689 Guage Id.: Troxler #21303 Dry _ Test Location Below w~ Moisture i Material Compaction pem~ent T S~~ Retest of Density N o. S G E l e v a tio n ~ % No. ~ C o m p a c t eon ~ D T No. # 1 9 t h L a n e, 13+1 prt +0.5 137.4 3.1 132.8 1 95 97 Y~ #2 9th Lane, 13+80rt +0.5 136.6 3.0 132.2 1 95 96 Y #3 9th 1-ane, 14+50rt +0.5 136.5 2.9 132.6 1 95 97 Y #4 9th Lane, 15+40rt +4.5 136.2 2.6 137.8 1 95 100 Y #5 9th Lane, 16+00irt +0,5 141.0 3.4 136.3 1 95 99 Y #6 9th La,ne, 16+70rt +0.5 138.6 3.4 134,0 1 95 98 Y #7 Carnine Lane, 12+401t +0.5 139.1 3.3 134,7 1 95 98 Y #8 Carnine Lane, 11+601t +0.5 135.9 2.7 132.3 1 95 96 Y #9 Carnine Latte, 11+80rt +0.5 137.9 3.2 133.6 1 95 97 Y # 10 Carnine Lane, 12+30rt +0.5 136.1 2.7 132.6 1 95 97 Y #11 9th L,ane, 17+40rt +0.5 140.3 3.7 135.4 1 95 99 Y #12 9th Lane, 17+50rt +0.2 138.9 2.6 135.4 1 95 99 Y #13 _ 9th Lane, 17+90rt +0.5 136.5 2.3 133.5 1 95 97 Y #14 9th Iane, 18+60rt +0.5 140.0 2.9 136.1 1 95 99 Y #15 9th Lane, 19+30rt +0.5 136.6 2.4 133.4 1 95 97 Y #16 9th Lane, 20+10rt +0.5 143.0 3.1 138.8 1 95 101 Y #17 9th Lane, 20+1Ort +0.2 139.9 2.1 137.0 1 95 100 Y #18 9di Lane, 21+1 Ort +0.5 139.0 2.5 135.9 1 95 99 Y X Modified Proctor ASTM D1557 98 ~Standard Proctor ASTM D698-98 Material Descriptian max opt corr. Max No. density moisture density 1 CSTC, Lab #1027 137.2 7.0 2214 East Riverside Spokane, WA 99202 509-534-9711 NORTHWEST Fag 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Medwd ASTM D 2922-96 soils aed aggregates Date: 7/15/2003 Prnject Name: Shelley Lake 4th Client: Shelley Lake Development Project S0300016A Technician: Mike Cunningham Field Report No.: 12 I?ensity Std.: 2574 Page: 3 of 6 Moisture Std: 689 Guage Id.: Troxler #21303 Test DePth Below Wet Moishire Dry Material COmpwtion Percent Moeu Retest of 1 ~ Location SG Elevation % No. R~d Compaction pec DT No. No. JPCF) . lPCF) _ (LO) __(Y/N) #19 9th Lane, 21+80rt +0.5 137.5 2.1 134.7 1 95 98 Y #20 9tii L,ane, 22+90rt +0.5 '140.3 2.4 137.0 1 95 100 Y #21 9th Lane, 22+90rt +0.2 141.7 2.2 138.6 1 95 101 Y #22 9th Lane, 23+60rt +05 144.1 2.8 140.2 1 95 102 Y #23 Shelly Lake L.n, 25+401t +05 135.3 2.3 132.2 1 95 96 ~ Y #24 Shelly Lake LA 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+001t +05 134.1 2.3 131.0 1 95 95 XY #27 Shelly Lake Ln, 22+001t +0.5 137.9 4.0 132.6 1 95 97 Y #28 Shelly Lake Iai, 20+801t +0.5 135.4 2.7 131.9 1 95 96 )dY #29 Shelly Lake Ln, 19+50rt +0.5 138.0 2.1 135.2 1 95 99 Y #30 Shelly Lake Ln, 21+50rt +0.2 139.3 2.3 136.2 1 95 99 Y #31 Shelly I.ake Ln, 22+30rt +0.5 141.4 2.2 138.3 1 95 101 Y #32 Shelly Lake Ln, 23+40rt +0.5 138.5 3.0 134.5 1 95 98 Y #33 Shelly Lake Ln, 24+30rt +05 139.0 2.5 135.6 1 95 99 , Y #34 Shelly Lake Lai, 24+60it +O.S 144.1 3.3 139.5 1 95 102 Y #3 S Shelly Lake La, 24+70rt +0.2 144.9 3.3 140.3 1 95 102 Y #36 9th Larce, 22+501t r +0.5 136.1 3.2 131.9 , 1 95 96 X Maiified Proctor ASTM D1557-98 ~ ~Standacd Proctor ASTM D698-98 MatmW Description raa2c opt corr. Max xo. aensity moisture aens;ty 1 CSTC, Lab #1027 137.2 7.0 N ~ , 2214 East Riversidc Spokane, WA 99202 ~T~ NORTHWEST 509-534-9711 . Fag 509-534-9755 REPORT OF FIELD COMPACTION TE,STS Nuclear Method ASTM D 2922-96 soils and aggregates Date: 7/15/2003 Pmject Name: Shelley I,ake 4th Client: Shelley Lake Development Project S0300016A Technician: Ntike Cunningham Field Report No.: 42 Density Std.: 2574 Page: 3 of 6 Moisture Std: 689 Guage Id.: Troxler #21303 Tcst Location DqA Betow Dcn~ Moisture ~ Materisl ~~O° Pement M~ Retest of , No. SG E[evatian ~W~ % No. ~ Campaciion ~ DT No. #37 9th Lane, 2(}+80rt +0.5 138.5 2.4 135.2 1 95 99 Y #38 9th Lane, 19+30rt +0.5 142.7 2.5 139.3 1 95 102 Y #39 9th La.ne, 19+30rt +0.2 141.3 2.7 137.6 1 95 100 Y #40 9th I,ane, 18+40rt +0.5 140.1 2.7 136.4 1 95 99 Y #41 9th Lane, 17+70ict -+0.5 143.4 3.2 138.9 1 95 101 Y #42 Camine Lane, 13+70rt +0.5 138.0 3.8 133.0 1 95 97 Y #43 Camine Lane, 13+201t +0.5 143.1 2.6 139.5 1 95 102 Y #44 Camine I.ane, 13+50c1 +0.2 140.6 2.8 136.8. 1 95 100 Y #45 Camine Lane, 12+20c1 I +0.2 139.2 3.2 134.9 1 95 98 Y #46 91h Lane, 16+201t +0.5 138.1 3.2 133.8 1 95 98 Y #47 9t6 Lane, 15+401t +0.5 136,5 3.2 132.3 1 95 96 Y #48 9th Lane, 15+401t +0.2 139.5 3.0 135.4 1 95 99 Y #49 9th Lane, 15+40rt +0,2 138.2 2.9 134.3 1 95 98 Y #50 9th Lane, 14+50lt +0.5 136.1 4.1 130.8 1 95 95 x #51 9th Lane, 13+501t +0.5 138.8 2.8 135.1 1 95 98 Y #52 9th Lane, 12+701t +0.5 137.9 2.9 134.0 1 95 98 Y #53 9th Lane, 12+70]t +0.2 140.0 3.3 135.4 1 95 99 Y #54 9th Lane, 12+201t +0.5 137.4 2.3 134.3 1 ~ 95 98 Y X Modified Proctor ASTM D1557-98 ~Standard Proctor ASTM D698-98 . Material Iaescription max opt corr. Max No. density moisture density 1 CSTC, Lab #1027 137.2 7.0 2214 East Riverside Spokane, WA 99202 509-534-9711 TT~ NORTHWEST Faz 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 soils and sggregates Date: 7/15/2003 Prnject Name: Shelley Lake 4th Ctient: Shelley Lake Development Project S0300016A Technidan: Mike Cwuningbam Field R+eport No.: 12 Density Std.: 2574 Page: 3 of 6 Moisture Std: 689 Guage Id.: Troxler #21303 Test Depth Below wet Moisture Eky Materisl Compaefim Percent Meets Retest of , No. Locafion SG Elevation % No. d Cacnpaction ~ DT No. #55 9th Laae, 13+40rt +0.5 137.5 2.5 134.1 1 95 98 Y #56 9th Lane, 13+1Ort +0.2 137.2 2.6 133.8 1 95 98 Y ~ I r ~ r X 'Modified Proctor ASTM D1557-98 ~Standard Proctor ASTM D698-98 , Materiml max opt corr. Maac No. ~n~~ dcnsity moisture density 1 CSTC, Lab #1027 137.2 7.0 ~ ~ ~ , ~ ° ; s to , 7 3 (D a 4 » 3 ORTH . ,2 ; ~ , 2 13 • • ~ 3 4 . SHELIY LAKE 4 3RD MDITI 0 ~ 5 ~ KA ~ , .o 4 1 r ~ ~ ~ . 0 y . 4 5 ~.L Zq a . 5 3 30 6 LAI Z 3r r s - ya 3 0 ~ 8 4 10~ ~ 8 9~~ 3z ~ ` VI ty' ~ ~ 3 ' ' 2) 17 5 6 - ZO . Z.3 9 ~ L e a MINORTHWEST Shelley Lake 4th Addifion . . , Job No.. S0300016A Field Rep rt 2214 E. Riverside 509-534-9711 Date: I op 3 ~ Spokane, WA 99202 509-534-9755 fax page~OfCo. WEST ~ DAILY FIELD REPORT NORTH 2214 F.ast Riverside Spokaae, WA 99202 . ProW Irtfartnatiat project Nwm: Date: Shelley Lake 4TM Add. 6/26l2003 Project Pto.: Report No.: S030016A 11 yyeather Arriwal Tme: Deparhm Tme: ParOy cloudy, e4° F 12:30 3:20 climt LocW Papmmtafive ~ nwiw Shelly Lalce Development Buster Heitrnan c~enerai cmtracb: sibe Rweserb6ve / phone manbef C& B Excavating ShawN 879-8911 Subcmtmcta STI Projed Manager / phone nunber Jim Johnson Concxet+e Bob Graham/ 534-9711 Page No. of STI Representatives on site 1 2 Mike Cunninghaml 954-7195 - Manpower and Equonent Useci Wadcer WP-1550 plabe campactor 23.5 yd' mix #306066, 6 sk conGretie suppred by CPM Field Observatiars Amived on site to inspect aad test concrete for cross drain on 9`h at Galway Lane. Cross drain was installed per detail sheet supplied by CLC Associazes. . A manhole and waier valve were in the cross drain area, the water valve was raised to m,aich the cross drain surface. The manhole was -1 inch too high to match the cross drain, but could not be altered. The ooncrete was tapered as smoothly as possible to the manhole rim. Another water valve was in the north curb -lft. northwest of the flow line. See detail drawing for locations of manhole and water valves. The asphatt pavment was sawed aad removed per detail sheet aad the underlying gravel was removed to match the depth of the existing concrete curbs. 'Ihe disturbed gravel was watered and consolidated with the Wacker WP-1550. The flow line was formed as shown in the detail drawing Concrete: 76° F, 5.5" slump, 8.0 gallons water added, 4.2% entrained air, one set 6" by 12" test cylinders cast. , - AL~ STI Field Rep ntative Contractor's R,epresentaLive THIS DOamNT Am RffBtEOdCED AD09M ARE TO BE CMSDERED PRHJMINARY UNTL REViEWED AND SlGNED BY TFE STI OOAISTRUCTION ENG(NM MdOR STI PROJECT INWAGER. Reviewed by Date STI Project Manager Date Carre.sPoncSng Qe6cietu.y Repat No: Ftew Repaic V2.2 9=01 0 Report of Compression Test Results JVrff NORTHUVEST Report # : 11 2214 East Riverside Report Date: 6/26/2003 Spokane WA 99202 Job Number: S030048A Office: (509) 534-9711 Job Name: Shelly Lake 2nd & 3rd cert. Fax: (509) 534-9755 Project Manager: Bob Graham Specimen Type: 6x12" Concrete cyiinders ASTM-C39 Mix and Field Data Cast Date: 8/26/2003 Contractor: Jim Johnson Ptacement: Cross drain, 9th Lane Galway Lane Strength: 3000 psi @ 28 Days Inspector: Mike Cunninghann Mix ID: 306066 Actual Supplier. CPM Slump (in.) ASTM C-143: 5.5" Load 1 st Load Air Content (°6) ASTM C-231: 4.2% Truck 967 Unit Weight (pcf) ASTM C-138: N/A Ticket 145533 Concrete Temp. (°F): 76°F Plant # : 1 Batch Si=e: 8.0 yds Ambient Temp. (°F): 84°F Water: 8 gals Weather: Pt. Cloudy Admixture: Daravair Time Batch Time: 1:05 PM Remarics: 0 Sample Time: 1:35 PM Finish Time: 1:50 PM , Test Results Actual Break Nominal Ar9ea Load Strength 6reak 96 of Lab # Date Rec'd Test Date Time Age (days) Size (in:) (Ibs) (psi) Type Req'd 1157 a 6/27/2003 7/3/2003 10:00 7 6x12" 28.27 76050 2690 SH 900/ b 6/27/2003 7/24/2003 8:10 28 6x12" 28.27 97175 3440 SH 11596 c 6/27/2003 7/24/2003 8:10 28 6x12" 28.27 97175 3440 SH 11596 d Hold Break Types -(CN) Cone, (CSP) Cone Split, (CSH) Cone Shear, (SH) Shear, (CO) Columnar Reviewed By: , 'istribution Client: File: Producer: Others: 2aas•~ 2p45.97 ~ cj ~X p,h~a n~ ti: 5, CURg N w~ ~r ,~A~;S1tI0N aa ~ D 5EE ~ ry N N u oh PRpP O5ED TH ~ SN~~S' ~ o ~ o ~o 2~ ^ NN + 7~~ + M~ D~SA~L r^, NQN = NN Zo4z•'o ~g ~~RB . ,~pNS~~lOhl ~ . ~ 2 0 42,0 7 Fl. Zp4E ~g ~R R~0~ ~ 2p46.09 ~ l~C ' ~ 2p48.68 CR 2p46.18 4b.;.;_,. 2p48.15„^TG 244-7 .11 i , ; r ~ . ~r.l 9g GR Zp47.65 ~ 046,6~ : s 2A3%2 3 M~R 2 2p39. 47.6 * . s~ • ; j~,.. 220 '1,ti3 F~ ;,~~,.~;.t ' ' •.Y 270 tC , . 2()44.~3 CR y~:''` + , 244 • ' CR 4J•"'O ZI,2~ 2p43.6n a =C 2 43'36 FL 244~:~2 F~ ~p43.ti4 MCR 204 , 2042 gl Fl. W Zp42.59 SC 4 i~91 F'~L 2/6 FL J 2p4 ,2042-81 R ~R Zp42.43 F Zp4~i.0 ~LY FR~~y ~2o42.6g SM~ DE ~~W~ j~ . ~~N 1RAN51 / ~ERLII~E GRA . F~ . E~ NOi~THWEST j DAI ~ FIELD REPORT 2214 East Riverside Spokane, WA 99202 Pr*ci Irifammtion Project Name: Date: Shelley Lake 4TH Add. 6/2512003 Projed No.. fteport rVo.: S034016A 10 weaitm Amval Time: Depwtre Tme: ParUy Cloudy, 84° F 9:30am,1: i 5pm 10:OOam, 2:00pm client laW Rwesen4we / phone nurber Sheliy Lake Development Buster He"rtman ceneral conbacGor: site Represerfttive I phone nutff C& B Excavating ShawN 879-8911 Subwntractor STI Project Manager / phone number Jim Johnson Concrete Bob Craham/ 5349711 Page No. of STI Rgxesenfatives on sibe 1 2 Mike Cunningham, Neva Rezansoff r- Manpaw and Equipment lked , 2 Concrete Maers,1 Curb machine Field Observations Arrived on site to test concrete for cwb and gutter, type R, by plan specifications. At the time of arrival, the conuactor had laid concrete up to the north side of 9" Lane around 19+00. Checked string level 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. Returned at 1:15pm to test concrete for curb and gutter, tYPe R, bY Plan specifications. Contractor had 2 mixers running and the oub machine was working again. Gathered sample at southwest coraer of gP and Shelley Lake Lane. Cancrete: 77° F, 0.75" slwmp, 84° F ambieat temperature, 4.8% entrained air, cast one set 6" by 12" test cylinders Curb inlets and grate inletss were placed as shown on plans. , Aga STI Field R entative Contractor's Representative THis DOtXMNT AND (t&ERENCED I1DD9NOA ARE TO 8E CONSDBRID PR13UMlNARY UNTL REVIEWED AND SIGlJED BY THE STI OQNSTRUCf{ON ENGINO AND/OR STI PROJECT MANAGER. ~.3edl Reviewed by Date STI Proj aaager Date Caresponding Deficiency Repat No: Fiem Repolt V2.2 8W01 ~ Report of Compression Test Results JVT1 NORTHWEST Report # : 10 2214 East Riverside Report Date: 6/25/2003 Spokane WA 99202 Job Number: S030048A OWice: (509) 534-9711 Job Name: Shelly Lake 2nd&3rd cert. Fax: (509) 534-9755 Project Manager: Bob Graham Specimen Type: 6x12" Concrete cylinders ASTM-C39 Mix and Field Data Cast Date: 6/25/2003 Contractor: Jim Johnson Placement: Type "R" curb and gutter, SW comer 9th + Shelley Lane Strength: 3000 psi @ 28 Days Inspector: Mike Cunningham Mix ID: 32112 Actual Supplier: CPM Slump (in.) ASTM C-143: 0.75" Load 14 of 17+ Air Corrtent ASTiVI C-231: 7.896 Truck 913 Unit Weight (pcf) ASTM C-138: N/A Ticket 145394 Concrete Temp. (°F): 77°F Plant # : 1 Batch Size: 10.0 yd3 Ambierrt Temp. (°F): 84°F Water. 0 Weather: Pt. Cloudy Admixture: Daravair Time Batch Time: 12:34 PM Remarks: 0 Sampfe Time: 1:25 PM Finish Time: 1:45 PM Test Results Actual Break Nominal Area Load Strength Break 96 of Lab # Date Rec'd Test Date Time Age (days) Size (in:) (Ibs) (psi) Type Req'd 1156 8 6/26/2003 7/2/2003 10:00 7 6x12" 28.27 105315 3730 SH 12496 b 6/26/2003 7/23/2003 1:35 28 6x12" 28.27 126690 4480 SH 14936 c 6/26/2003 7/23/2003 1:35 28 6x12" 28.27 115250 4080 SH 136% d Hold Break Types -(CN) Gone, (CSP) Cone Spfd, (CSH) Cone Shear, (SH) Shear, (CO) Columnar Reviewed By: " "istribution Client: File: Producer: Others: N ~ ~ 6 5 O 10 7 3 0 4 11 8 t1RTH 3 12 2 13 2 3 4 SHELLY LAKE O a ' 3RD ADDI110 1 M 5 ~ ti 4 6 2 3 O 0 Y w►o~ ~ 4 5 1 , 0 2 6 5 3 4 ~ 6 , o ~ 10 ' 11 t . • , • ~ 2 ~ ~ 3 30 ~ " 4 5 ~ 6 7 ~ . g d r •Son►~G~, lu~+++ &r.-INORTHWEST Shelley lake 4th Addition , Job No., S0300016A . ~ ~ Field Report 2214 E. Riverside 509-534-9711 Date; ol(2$10 Spokane, WA 99202 509-534-9755 fax Page Z Of ~ . ~ DAILY FIELD REPORT 0 ~7NORTHWEST 1 ~ 2214 East Riverside 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 / phone number Shelly Lake Development Buster Heitman General Contractor. Site Representative I phone number C& B Excavating Shawn/ 879-8911 Suboontractor STI Project Manager 1 phone 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 Observations 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. ~ r~ ;j / ~ . ~ r STI Field Wepresentative Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PREIJMINARY UNTIL REVIEWED AND StGNEO BY THE . STI COIJSTRUCTION ENGINEER ANDIOR STI PROJECT MANAGER. ~ 0/1L7/03 Reviewed by Date STI Project nager Date ~ Corresponding Deficiency Report No: Ficld Rcport v2.2 BJ28/01 2214 East Riverside Spokane, WA 99202 ~ 509-534-9711 NORTHWEST Fax 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 soils and aggregates Date: 6/13/2003 Project Name: Shelley Lake 4th Client: Shelley Lake Development Project S0300016A Technician: Tim Johnson Field Report No.: •9 Density Std.: 45516 Page: 2 of 3 Moisture Std: 10613 Guage Id.: CPN # 63 Wet Dry Compaction Meets Test Depth Below Moisture Material Percent Retest of No. Location SG Elevation Density % Density No Rel'd Compaction Spec DT No. (PCF) (PCF) (0/0) (Y/N) ~ 9th Lane I I I I I I 1 ~ 12+00 rt ~ 0.0 ~ 144.1 ~ 4.9 ~ 137.3 ~ 1 ~ 92 ~ 97 Y ~ 2 ~ 12+OO1t ~ 0.0 ~ 139.3 ~ 4.6 ~ 133.1 ~ 1 ~ 92 ~ 97 ~ Y~ 3 ~ 14+00 rt ~ 0.0 ~ 136.6 ~ 8.3 ~ 126.1 ~ 1 ~ 92 ~ 92 ~ Y ~ 4 ~ 14+OOlt ~ 0.0 ~ 140.5 ~ 7.2 ~ 131.1 ~ 1 ~ 92 ~ 95 ~ Y~ 5 ~ 16+00 rt ~ 0.0 ~ 138.0 ~ 7.1 ~ 128.9 ~ 1 ~ 92 ~ 94 Y ~ 6 ~ 16+00 lt ~ 0.0 ~ 142.6 ~ 7.9 ~ 132.1 ~ 1 ~ 92 ~ 96 ~ Y ~ - 7 ~ 18+00 rt ~ 0.0 ~ 134.7 ~ 6.3 ~ 126.2 ~ 1 ~ 92 ~ 92 ~ Y ~ , 8 ~ 18+OOlt ~ 0.0 ~ 143.2 ~ 6.1 ~ 135.0 ~ 1 ~ 92 ~ 98 ~ Y ~ 9 ~ 20+00 rt ~ 0.0 ~ 140.4 ~ 5.8 ~ 132.7 ~ 1 ~ 92 ~ 96 ~ Y ~10 ~ 20+OOlt ~ 0.0 ~ 144.6 ~ 5.4 ~ 137.2 ~ 1 ~ 92 ~ 100 ~ Y~ 11 ~ 22+00 rt - ~ 0.0 ~ 142.9 ~ 4.8 ~ 136.3 ~ 1 ~ 92 ~ 99 ~ Y~ 12 ~ 22+OOlt ~ 0.0 ~ 145.2 ~ 5.1 ~ 138.1 ~ 1 ~ 92 ~ 100 ~ Y ~ ~ Lane 'A' 13 ~ 11+50 rt ~ 0.0 ~ 135.9 6.5 ( 127.5 ~ 1 ~ 92 ~ 93 ~ Y ~ 14 ~ 11+5Olt ~ 0.0 ~ 138.1 ~ 7.4 ~ 128.5 ~ 1 ~ 92 ~ 94 ~ Y ~ 15 ~ 13+50 rt ~ 0.0 ~ 136.1 ~ 5.8 ~ 128.6 ~ 1 ~ 92 ~ 94 ~ Y ~ 16 ~ 13+5O lt ~ 0.0 ~ 134.9 ~ 6.8 ~.126.5 ~ 1 ~ 92 ~ 92 ~ Y X +Madified Proctor ASTM D1557-98 ~ +Standard Proctor ASTM D698-98 Material Description max opt corr. Max No. density moisture density 1 I Sandy gravel lab ID. # 544 137.1 ~ 6.4 ~ 2 ~ w/rock correction 141.0 ~ , ~ ~ . ~Z • . S 1--- 'j~ ~ \ ~ • n N ~1~~ • c 10 6 5 O ~ 7 ~ 4 " 8 9'0;R;TH 6 1'r'Lc 3 12 ~ 13 2 3 SHELLY LAKE ~ 4 1. 3RD ADDITI ~ . 0 M 4 5 1 3 4 s Q . . ~ 1 , ~ , h 20 r 4~IfF L4IF1~ , 2 5 1 ~ 3 4 5 i a 2 3 4 6 • 8 9 ~ • 10 \ r k ~ . r . • t~ ~ ' ~ 2 3 4 5 6 7 . 9 , A 1 ~ NORTHWEST Shelley lake 4th Addition Job No.; S0300016A AWTF - ~ Field Rep rt #r• ~ 2214 E. Riverside 509-5349711 Date. Z~~i1o Spokane, WA 99202 509-534-9755 fax Page-I Of 3 0 2214 East Riverside Spokane, WA 99202 'TTS NORTHWEST 509-534-9711 Fax 509-534-9755 REPORT OF FIELD COMPACTION TESTS Nuclear Method ASTM D 2922-96 • soils and aggregates ~ Date: ~ 3 rpc Project Name: J 4/ ~ Technician: '1 ; vVL Project G0QJZ, Densiry Std.: I ~V( b Field report No.: ~ Moisture Std: / o6 f3 Page: ~ Equipment ID No.: c. , Test Depth Below Wet Moisture Dry Material Percent Pass or Retest of No. Location SG Elevation Density % Densiry Type Compaction Fail DT No. (PCF) (PCF) q 4L., h ► I7400 Pff- 137 3 1 i 7 r 2+oo Lt- 0, 3 9.. ~ ~ 33. ~ 1. 9`7 w 3 /q ~oo (Z(-- ix.d ~2- p 4 • I v ~ le)r 72, / V p 6 4v o L E l 4 2~ ~ 7~ t I 3Z, 406 J16. 2 -P 400 i35 - a p O~ t~~ fya.<< s-~ ►~2~ ~9G 1~ 10 137.) f ~ 0 z ~ -+oo lb t ~ • 3 \ 9`~ f~ +00 L A- 4s" i 3IR- 0,4AL 1 I r ~b RC, ~35 • °1 ~-7.1 12° s iT4 o 15 ~4,,~~ X ~Modi6ed Proctor AS7'M D1557-98 ~ ~Standard Proctor ASTM D698-98 Practor Lab Description • max opt corr. Max No. No. density moisture density 51K ~~l u G c~.ve,` 137 . 1 G. t tDVr)31;04n 11I. 0 ~ DAl_ 1 FIELD REPORT 0 ~~~7NORTHWEST 1 ~ 2214 East Riverside Spokane, WA 99202 . Proiect Information Project Name: Date: SHELLEY LAKE 4TH ADD. 6/4/2003 Pruject No.: Report No.: S030016A 8 Weather Amval 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 Shawnl 879-8911 SubconVador STI Projed Manager / phone number Bob Graham/ 534-9711 Page No. of STI Representatives on site t 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 installation 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 bedrack. The excavations measure approximately 17' x 18' at the top. They are lined with geotextile filter fabric. The barre] of the drywell was not wrapped in accordance with updated Spokane County Standard Plan B-lA. Excavation measurements and conh-actor'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. T'he 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 AND REFEREMCEO ADDENDA ARE TO BE CONSIDERED PREUMINARY UNTIL REVIEWED AND SIG{VED BY THE • STI CONSTRUCTION ENGINEER ANDIOR STI PROJECT MANAGER. Reviewed by Date STI Proje anager Date , Corresponding Defiaency Report No: Field Report v2.2 812810 l iol WNORTHWEST r , DAILY FIELD REPORT Praject Name Date: Project No. ` keport No.: 30 c) 7 ~fea her Amvai I ime Departure 1 ime /7, G c~ Client` Local Representativel harte number ~rie:~/ .r h'ki rI Zienera n or i e resen v p one number ( ~Za l` u7' j?a y~:~1Lc - L~ Subcontractor " STI~~ProjPCt Man!~ag d pho~e num r Page No. / of ~ Manpower & Equipment Used/ ~vGTf i~ -cre~C/ . Comments: (Woric Canpleted APPareMtY per &nec~'tcations Problems 4r,, 3n( ',atutions) A., Na/~?✓17~~•.~ ~~a.~~ rvc q,~p _ a~ 7~•,~ Y~~ . STI REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE This document and referenoEd addenda are to be oonsidered preliminary until reveiwed and signed by the STI construction engineer andlor STI project manager. REVIEWED BY: DATE STI PROJECT AGER: E ~ o:vorm s%3UVvelerep.prr, s :orresponding Defiaency Report No: AIR AND MANDREL FIELD TEST RESULTS PROJECT NAME: Sheliy Lake 4th STI PROJECT NUMBER: S030016A NORTHWE5T REPORT NUMBER: 7 2214 E. RIVERSIDE, SPOKANE, WA 99202 DATE: 3/2712003 509-534-9711 FAX 509-534-9755 TECHNICIAN: SM PAGE:1 of 3 LOCATION MANDREL MAIN PIPE 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 7.25 N 8" 104 ~ - ~ - ~ - - P~ Mandrel test only N N N N ~ ~ MH 405- MH 406 N 7.25 ~ 8" 333 N - N - - • P~ Mandrel test only MH aoa ~ 7.25 e° 85 ~ - j- I - I P~ Mandrel test only MH 405- I 01 p Mandrel test oni MH 402- MH 401 N 7.25 ~ 8 Z30 - N - ~ - ~ - ~ ( Y MH 401- MH 18A ~ 7.25 ~ 8" 131 N - - ~ • ~ - P~ Martdrel test only , N ~ N ~ M M ~ MH 412- MH 403 7.25 ~ 8" 126 ~ - N - ~ - ~ P~ Mandrel test only MH 403- MH 411 N 7.25 ~ 8" N 270 ~ - ~ - ~ • - ~ P~ Mandrei test only N N N ~ ~ N , I I I I I I I MH 407- MH 24 9 ~ 10" N 300 ~ • N - N - ~ • ~ P~ Mandrel test only MH 447- MH 408 ~ 9 ~ 10" N 100 ~ - N - ~ - ~ - ~ P~ Mandrel test oniy MH 408- MH 409 N 9 N 10" ~ 95 ~ • N - ~ - N - N P Mandrel test onl.y MH 409- MH 410 ~ 9 ~ 10" 90 ~ - N - ~ - N P~ Mandrel test onl'y I I I i I I I ~ . I I I I I ~ I I I I I I ~ i .9 ~ ~ . ~ 6 5 . ~ , a 10 o 4 11 g 8 3 WORTHH . 12 2 13 ~ 2 3 4 SNELLY LAKE • • • • O 3RD ADDI110 » 4 ^5 ~ ~dd~ 4 3 4 w ~ 6 O 1 0 rLAMr~ ~ . 2 g 4 5 2 ' ~ 6 5 ` 3 4 , 6 7 0 . , ~o AIOS 8 9 10 . 11 R 2 3 30 ~/o 4 5 ~ . ~ 6 7 ~9 A jVT-'ArN0RTHnST Shelley lake 4th Addifion Job No.; S0300016A . ; ~ Field Report 7 . 2214 E. Riverside 509-5349711 Date: Spokane, WA 99202 509-534-9755 fax Page,3 Of _ RTHWEST ~ DAi_ . f FIELD REPORT .~T/"NO ~vemi& Spokane, WA 99202 Proiect Infamation Project Name: Date: SHELLEY LAKE 4TH ADD. 3l1212003 Project No.. Report Mo.: S030016A 6 Weeber Arrival Tme: Deparbse Tme: Overcast, light showers, 50°F 8:00 3:00 client local Representafve / phone nunber Shelly Lake Development Buster Heitrnan Genrl contracta: site Reprwenmtive / phone nunber C & B Exacating ShawN 879-8911 Stbomtaft STI RmjeC.t Managw / phone mmter Bob Graham/ 534-9711 pp No. Of STI Rexesentatives on sfbe 1 3 Mike Cunninghaml 9547195 ~ Manpower snd Equipment Used Water trudc air compressor, various inflatable pipe plugs, air hases, and air pressure gauge Field Obsenratm Arrived at jobsite at contractoes request for air pressure testing of new sewer lines. All air pressure tests of sewer lines between manholes on Shelly Lake Lane, Carnine I.ane, and Ninth Laae met or exceeded Spokane Couirty Standards. The cone on Manhole #24 does nat line up properly with the steps in the barrel of the manhole. Manhole #411 does not have any inlets cast in the base for future development. ~ STI Fiel reseatative Contractor's Representative THIS DOCUNENT AND REFBERM ADD9NDA ARE TO BE CMDERED PR9JMINARY UNTL REV(EWED AND SIGNED BY THE STI OONSTRUCTION EAIGINEFR AND/OR STT PROJECT MAMAG : Rev iewed by Date STI Proj er Date Carespondng Defiaenc.y Rel)at No: rirAa xeport V2.2 9/29/01 AIR AND MANDREL FIELD TEST RESULTS PROJECT NAME; Shelly Lake 4th STI PROJECT NUMBER; S030016A jWTI NORTHWEST REPORT NUMBER: 6 2214 E. RIVERSIDE, SPOKANE, WA 99202 DATE: 311211003 509-534-9711 FAX 509-534-9755 TECHNICIAN: MC & SM PAGE: 2 of 3 LOCATION MANDREL MAIN PIPE MAIN SERVICE SERVICE TIME PRESSURE PASS COMMENTS Manhole to Manhole DIAMETER DIAMETER LENGTH DIAMETER LENGTH / FAIL (to 1!4 inch) (Inches) (feet) Onches) (feet) (Minutes) PSI MH 410- MH'406 ~ N 8" ~ 104 ~ 411 N 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 " ~ " N N N ~ ~ N MH 402- MH 401 N N 8" 230 4" N 215 ~ 12 ~ 4.1 N P~ Air test onlY MH 401- MH 418A ~ N 8" N 131 ~ 4" ~ 95 N 9 4.2 N P( Air test only MH 412- MH 403 8" 126 ~ 4" ~ 85 ~ 9~ 5.5 N P ~ Air test only N N N MH 403- MH 411 N N 8" N 210 ~ 4" N 85 ~ 12 ~ 4.1 P~ Air test only N N ~ I N ~ M i . MH 407- MH 24 10 300 ~ 4" ~ 200 14 ~ 4.0 N P Air test oniY, MH24 needs repair MH 407- MH 408 N N 10 100 ~ 4" N 70 ~ 8~ 4.2 N P ~ Air test only MH 408- MH 409 N ~ 10" 95 ~ 4" ~ 40 ~ 8~ 4.2 N P ~ Air test only MH 409- MH 410 N ~ 10" ~ 80 ~ 4" N 65 ~ 8~ 4.0 N P ~ Air test only MH 410- Stub N N 10" N 50 N - ~ - ~ 6~ 4.0 ~ P I Air test only I N I I I I ~ I I I N I I I I ~ I I ~ \ .•.Aw ~ Y j ~ . . t..~... ~ g 10 ~ 5 Q D . 4 8 „ g ORT H ~ 3 12 ~ , 2 13 1 2 3 4 SHELLY LAKE 3RD ADDITI t ~ 5 Oft 3 4 6 M ~ 'k 0 pAt► 4 5 1zw 2 ~ g 5 3 ~ 4 ~ 6 ~ 7 a 20 ~ 9 . 10 „ "L CO C 3 a ~ ~^K 5 6 7 • , g ~ STINORTHWEST Shelley Lake 4th Addition Job No.: S0300016A - . ~ Fieid Repo 2214 E. Riverside 509-534-9711 Date; Spokane, WA 99202 509-5349755 fax Pagea_Of..-"~ SM NORTHWEST , DAj,.. Y FIELD REPORT ' 2214 East Riverside Spokane, WA 99202 Project Irtfomtron Project Name: Date: SHELLEY LAKE 4T" ADD. 3/5/2003 Project No.: Report No.: S030016A 5 weather AffivW rffm: Depatie rffm: pVercast 9:25 10:10 client Local Representative / pham ntrrter Shelly Lake Development Buster Heitman ckwau contracta: sife Repwentative I pnone number C& B Exacating Shawnl 879-8911 SLtmhdx STl Project Manager / phate nwnber Bob Grahaml 534-9711 Page No. af STI Representatives on site 1 1 Scott Mills/ 534-9711 - Manpower and Equoment lJsed Cat CP 563-C vibratary sheepsfoot roller followed by Hyster C-832 vibratay roller, "Jumping Jadc", Gat D7G dozer Fietd Obsmtons Arrived at jobsite at contractor's request for onsight inspection. Observed compaction of subgrade over sanitary sewer line on the proposed Shelly Lake Lane from MH 408 to MH 407 at 2'-3' below ga,de. . Due to the extremely rocky nature of the native "Valley Gravel" being used for backfill, compaction testing by nuclear densometer was not feasable. The backfill at the above raentioned areas appeared to be firm and unyielding as tested by t-handle soil probe. A"Jumping Jack" was being used to further compact the backfill against Manholes #408, 407. Sewer service was being placed Block 21ot 3 and 2. All of the area tested appeared as per plans• - I STI F Representative Contrutor's Representative THIS DOCUMENT AND RffERSICM 11DDEMA AFtE TO 8E CONSDOtED PR9.9MINARY UNR REVIEVVED IVND StGNED BY T}E STI OONSTRilCTIOtJ ENGWffR AND/OR STI PROJECT MANAGER. . -f 6re-dl - 311 -Z~" L Reviewed by Date STI Proj Manage Date CorresQondng De6aency Report No: Ftem xqxxe v2-2 eW01 . & 1 ~i... 5 3 10 . ~ ....,r 7 ~ 9 8 4 " ORTH 3 12 ~ ~ 2 13 ;,i.;,:,:.: 1 2 3 SHELLY LAKE 4 ' 3RD ADDITIO 1 O 5 1 . > > . u . 6 I O c 2 3 4 5 2 a 3 6 , 5 4 ~ - ' 6 ~ r-- 7 ~ 8 9 10 \ , 11 ~ . i i ; 2 ~ , ~ ~ ~ • 3 Q 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 -G 3 - Spokane, WA 99202 509-534-9755 fax Page_~g. Of z, DA, . Y FIELD REPORT s~ NORTHWEST ~ 2214 East Riverside Spokane, WA 99202 Profect tnfommtim Prooct Name: Date: SHELLEY LAKE 4TH ADD. 3/3/2003 No.: ~ S030016A ~ Weathw Artirral T'nm: Departune Tme: Clear, 31 °F 9:45 10:30 ciert t.ocW RWxesentafire / phone nimbw Shelly Lake Qevelopment Buster Heitrnan General Contractor: Site Representative / phone nunber C & g Exacafing Shawn/ 879-8911 g~ntacw STI Projed Marager / phone nurnber Bob Grahaml 534-9711 Page No. of STI Representatives on site 1 2 Mike Cunningham/ 954-7195 ~ Manpmw and EquipmeM Used Cat CP 563-C vibratory sheepsfoot roller followed by Hysber C-832 vibratory roller, "Jumping Jadc', Cat D7G dozer Field Observations Arrived at jobsite ai contractoes request for onsight inspection. Observed compaction of subgrade over sanitary sewer line on the proposed Cannine Lane from MH 411 to MH 443 at - grade, MH 403 at -lft. to MH 412 at - 8ft. below grade, and on the pmposed 9'hLane from MH 404 to MH 405 to sta 22+00, just west of MH 406 at --4ft below grade. Due to the extremely rocky nature of the native "Valley Gravel" being used for backfill, compaction testing by nuclear densometer was not feasable. 'Ihe backfiU at the above mentioaed areas appeared to be fum and unyielding as tested by t-handle soil probe with the exception of an area on the right side of Carnine Lane between sta. 1+65 aad 2+20. Soil probe penetration was -12" in this area, indicating that compaction of the last lift in this area had been missed. I pointed this location out to the site supervisor, it was recompacted while I was still on site, and then appeared to be firm and wayielding by soil probe test. A"Jumping Jack" was being used to further compact the backfill against Manholes #411, 403, and 412. A ~ i S1'I Field Represe ve Contractor's Representative THIS DOtX1AiENT AND RffEitmm ADDEPDA ARE TO BE CONSDERED PR9.IMINARY UNTL REVIEWED AND SIGNIED BY THE STI OoNSTRUCTION ErdGlN133t MO/OR STI PROJECT MANAGHt. Reviewed by Date STI Proj l~~anager Date Caresponcing Deflcierx.y Report No: Fiew Reporc,a.z 8/29/01 . na ~ - a ~ g 5 O 10 . 7 4 (D s 8 ORTH - 3 12 2 13 ~ 2 3 4 1 SHELLY LAKE • ~ • O JRD ADDI110 5 1 3 4 Jill! a . . . . g . . . . . ~ - ~ 1 ' , 1 ► 2 4O •r~~+IME ~ , . . . , 3 4 5 hA1~1 ~ ' 2 ~ ~ ~ 3 ~ 6 4 ~ ~ ' 6 ~ VA 7 8 O r \ c ~ 9 10 ~ l~►~ ~ ' ~ ~ ~ f ! r~, ~ ~u24 M 4 1 3 ~ yQ5' 4 . 5 6 , 1 • 9 f ' I e ~ ~ 1 1 jVT.'jNORTHWE:ST Shelley lake 4th Addih'on Job No,: S0300016A 1 Field Rep rt 2214 E. Riverside 509-534-9711 Date: 3 0 013~ Spokane, WA 99202 509-534-9755 fax Page 20f 7 THWEST ~ DAk i~ FIELD REPORT STj 2214 Spokane, WA 99202 ~ Proiect Inforrr►atian Project Mame: Dabe: SHELLEY LAKE 4T" ADD. 2/2812003 Pto.: ~ S030016A ~ Weather ArrW Tme: Deparhue Tune: Clear, 290F 12:25 1:45 Clent Locai Re=sentative / phone nurbff Shelly Lake Development Buster Heitrnan (ienerai Contractor sibe Represerbtive / ptone number C & g Exacafing ShawN 879-8911 Sthoontracbor STI Projed Manager / phone nunber Bob Grahaml 534-9711 Page No. of STI Reprmntatives on siUe 1 2 Mike Cunningham! 954-7195 ~ MarVower and EquipmeM U-sed . Cat CP 563-C vibratory sheepsfoot roiler fOllowed by Hyster C-832 vibratory roller, "Jumping Jadc", Cat D7G dozer Field ObservatioRs Arrived at jobsite at contractor's request for onsight inspedion. Observed compacxion of subgrade over s3nitary sewer line on the proposed Carnuie Lane from MH 411 to MH 403 at -2ft. below grade, MH 403 at -2ft. to MH 412 at - 8ft. below grade, and on the proposed 9`'' Lane from MH 404 to MH 405 to sta 22+50, just west of MH 406 at -6 to Sft below grade. Due to the extremely rocky nature of the native "Valley Gravel" being used for backfill, compa.ction testing by nuclear densometer was nat feasable. The backfill at 1he above mentioned areas appeared to be firm and unyielding as tested by t-handle soil probe. A"Jumping Jack" was being used to fiuther compact the backfill against Manholes #411, 403, and 412. Stoclcpiled Native material on the shoalders of the elccavation on Carnine Lane was being pushed into the eucavation with a Cat D7G to begin the next lift. ~ `J ~ STI Field utative Contractor's Representative TH1S DOCUmM 11ND RffERfNCED ADDEFDA ARE TO BE CONSDERED PRBJIuINARY UNTiL REVIEIAfED AND SIGNED BY THE STT CONSTRUCf{ON ENGINEER AP!@/OR STmv Date . R,eviewed by Date Caresponcfing DeficieM Report No: Fiew Rqxxt V2.2 srzsroI h. ,I. . . I _~-i---,_ 6 5 10 . ~ 7 ~ 8 4 11 ORTH g 3 ~ 12 ' 13 2 SHELLY LAKE ~ 2 3 4 ' 3tD aDorno O ~ 5 ~ o ~ 3 4 . ~ 6 ~ 2 3 4 5 2 ~ a 3 6 0 5 4 . ~ 6 7 0 8 9 10 " 11 d , ~ ~ . ~ 2 3 ~ . Ma 4 5 K~ 6 7 ~ . 9 YN ~ y D{o ~ NORTHWEST Shelley Lake 4th Addition Job No.: S0300016A ► Fieid Rep rt 2214 E. R;-°rside 509-534-9711 Date; 24 zi~ D 3 Spokane, ~ 9202 509-5349755 fax Page ZDf y DA~ Y FIELD REPORT NORTHWEST 1 2214 East Riverside Spokane, WA 99202 ' ~ Proiect Irt~orrnation Project Name: Date: SHELLEY LAKE 4TH ADD. 2127/2003 Project No.: Repat No.: S030016A 2b Weather Artival Time: Departure Tme: Clear, 33°F 2:25 2:55 Client Locaf Rqnmbtive / phone nunber Sheliy Lake Developrnent Buster Hertiman ceraa! contracb: site RepreserdMw8 / phorre Rurtw C& B Exacating Shawn/ 879-8911 Suboontractor STI Prqed Manager / phone nwTta Bob GraharN 534-9711 page No. Of sTI RApresentawes on site 1 1 Mike Cunningham/ 954-7195 - Marpa+uer and Equipmwt Used Cat CP 563-C viW&ry sheepsfoot roller follawed by Hystef C-832 vibrafiay roller Field Obswratiom ` I Arrived at jobsite at conhactor's request for onsight inspection. ~ Observed compaction of subgrade over sanitary sewer line on the praposed Carniae 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 inspection e,arlier today. Due to the extremely rocky nature of the native "Valley Gravel" being used for backfill, 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. ~ The site representative determined thai no water addition was necessary, only the surface of the stockpiles i aPPeared drY• I The contractor was conducting prelimiaary air testing of the sewer line between the above mentioned ~ manholes. ' ~ ~ ~ ~ Contractor's ~Presentative ' S1'I Field R entative THIS DOCUNENT NrD REfBtENCED ADOENDA ARE TO BE OONSlDBiED PREIJMINARY UMIL REVIEWm /UO SlGNED BY THE , STI OONSTRUCftOb BdGINFFR AND/OR STI PRWECT EL ~ ~ Reviewed by Date STI Projr ~anager Date Comespondng Defiaency Repat Ho: ►ew xeport V2.2 8r28/01 RTHWEST ~ DA~ i FIELD REPORT SM NO 2ia Eut x~versi& Spokane, WA 99202 r.. . Proiect Informaton Project Nme: Date: SHELLEY LAKE 4TH ADD. 2/2712003 Project No.: Repoit No.: S030016A 2 Weather Artival Tirre: Deparhme Tme: Clear, 330F 9:45 10:45 client Locai Represenhawe ~ phone nunber Shelly Lake Development Buster Heitrnan Gerterai Contracbor: Site RepxeseMative / phone nurrtw C& B Exacating ShawN 879-8911 gubmtaft STI Project Manager / phorre nurnber Bob Grahaml 534-9711 Page No. of STI Representatives on sb 1 2 Mike Cunninghaml 954-7195 - Manpower and Equipnent Uwd No activity at time of inspection, Hyster C-832 vibratory roller was used for compaction. Fidd Ob9wvations Arrived at jobsite at contractor's request for onsight inspection. Observed compadion of subgrade over sanitary sewer liae on the proposed Carnine Lane from MH 411 to MH 403 ai --bft. below grade, and from MH 403 at --6ft. to MH 412 at - 12ft. below grade. Due to the eactremely rocky nature of the native "Valley Gravel" being used for backfill, compaction tesbing by nuclear densometer was not feasable. ne backfill at the above mentioned azeas appeared to be firm and unyielding as tested by t-handle soil probe. After conversation with the site representative, Shawn, he stated that he would lightly water the next lift as it is being placed. STI Field resentative Coatractor's Representative THIS DOCUbEIT Am REFER9dCED IkD09M ARE TO BE CONSDfRID PR9,1MlNARY UtJTL. REVIEWED APD SlGNID BY THE STI CONSTRUCTION ENCINEER ANQ/OR STI PROJECT MANAGER. ~Reviewed by Date SMaaage . Date ~ CorrespondRg Deflciency Repat No: Facaa xqxnt ,2.2 arMoI N t - ~tr, I I , . , u c 1....i 6 ~ ~ 3 10 6 . ~ O ~ ~ 4 " 8 r4jORTH g 3 12 - ~ 13 ► 2 2 3 srr~Y u~cE 4 3RD ADDITI ~ 5 cm r -h 4 1 3 4 -~t----- - - r~ ~ _ 6 (D ~ _Y , 2 3 4 5 . 0 ~ 1 2 3 6 4 ~ f ~ 6 7 Q 8 9 10 ~ • . ~ 2 1 3 ~ 4 5 6 7 . 9 • ~ A ~ NORTHWEST Shelley Lake 4th Addition Job No,: S0300016A .~T/ ~ Field Rep rt M ~ 2214 E. R-- ~side 509-534-9711 Date: .4 Spokane, ' )9202 509-534-9755 fax Page7__Of , STAf NO RTHWEST ~ DA~ Y FIELD REPORT 2214 East Riverside Spol:ane, WA 99202 Proiect Infamation Proiect Name: Date: SHELLEY LAKE 4T" ADD. 2/21/2003 Project No.: Report No.: S030016A 1 weamer Arrnral rarie: Deparhire Time: P/C - MILD 1:30 2:30 Client: Local Representative / phone number HEITMAN BOB HEITMAN General Gonbactor. Site Representative / phane nurnber C & B EXCAVATORS SEAN Subcontractor STI Proiect Manager / plwne numter BOB GRAHAM Page No. of STI Re;xesentatives on site 1 1 JEFF HARTMAN - Manpawer and Equipment Used 1- HITACHI EXCAVATOR,1 CAT DOZER,1 CAT FRONT LOADER Field Observations Arrived at jobsite for onsight inspection. Observed contractor installing 8" PVC main sewer line between stations 18+50 and 19+00 on 9h lane. Also observed placement of MH ai station 18+50. Pipe connections aad MH sections appeared to be installed properly with gaskets and lubricant. 4" Side services were stubbed off 8" mainline at this time. Sewer mainline was being properly bedded with bedding saad. Contractor checked elevations on MH mentoined above, before and after setting MH and inserting sewer mainline. Contractor backfilled first lift over bedding as being installed. Cantractor had not yet compacted. n ` . *ield 4Rep'rese(ntative Contractor's Represeutative THtS DOCUNENT AND REFERENCED ADDENDA ARE TO BE OONSIDBtED PRHININARY UNTIL REVIEWED AND SlGNED BY THE STI CONSTRUCTION ENGIkEER AND/OR STT PROdEG'T MANAGER. ,n - ~ ~ Reviewed by Date STI Proj Date Cflrtmponding Deficiency Report No: Field Report d2.2 82&01