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Home My WebLink AboutSWP272711rip►n%►�, �,<HWA�GEOSCIENCESrINC�ro Bolo • Geoenvironmentaf •Ins Inspection e~ lestirr I�i�i� Engineering Y 8 %Y P 8 November 21, 2007 HWA Project No. 2006-067 Gray & Osborne, Inc. 701 Dexter Avenue North Suite 200 Seattle, Washington 98109-1004 Attention: Mr. Barry Baker, P.E. S WP-27-2711 11-21-2007 Renton Village Storm System Project Petroleum Contaminated Soil Disposal Subject: Soil Analyses and Disposal Renton Village Storm System Improvement Project City of Renton, Washington Dear Mr. Baker: The City of Renton (City) is replacing the Renton Village storm sewer system, located between South Grady Way and I-405, in the City of Renton (City), Washington (Figure 1). During removal of an existing storm sewer and soils excavation for replacement with a larger culvert, apparent petroleum -affected soils were encountered (Figure 2). HWA GeoSciences, Inc. (HWA) was requested to assist the City with characterization and disposal of these soils. HWA SCOPE OF WORK HWA's scope of work included: • Collecting soil samples from stockpiled soils and trench excavations at the project site. • Providing City personnel guidance for periodic soil screening and sampling. • Submittal of soil samples for analysis by NWTPH-Dx for 24-hour rush analysis. • Prepare this summary report. SOIL SAMPLING On September 7, 2007, a truckload of excavated soils from the site was rejected by Cadman, Inc. based on an apparent petroleum detection by PetroFlagTM petroleum screening at their clean soils receiving facility. Petroflag is a semi -quantitative field screening method used to identify a broad range of petroleum hydrocarbons. Gray & Osborne collected a three-point composite stockpile sample of the rejected soils and subsequent laboratory analyses of the sample at Analytical Resources, Inc. (ARI) detected diesel and heavy oil range petroleum hydrocarbons. The affected soils had been excavated from areas underlying an existing storm sewer that was being removed for replacement. Because there was no evidence of historic petroleum use at the site, the source of the petroleum 19730 - 64th Avenue W. was assumed to be from storm water runoff from surrounding parking areas and Suite 200 roadways. Lynnwood, WA 98036.5957 Tel: 425.774.0106 Fax: 425.774.2714 www.hwageosciences.com November 21, 2007 HWA Project No. 2006-067 Based on these analytical results, HWA conducted supplemental stockpile and trench excavation sampling on September 12 and 17, 2007. HWA assisted the City in selecting a disposal facility and preparing documentation for the petroleum -affected soils. To expedite sample collection and analysis as well as decrease construction impacts, HWA also provided the City with soil sampling guidance for subsequent stockpile and trench sampling. City personnel collected additional stockpile and excavation samples for soils characterization on September 19 and 27, 2007. Soil samples were collected in general accordance with the Washington Department of Ecology (Ecology) Guidance for Remediation of Petroleum Contaminated Soils (Ecology, 1995). Trench sample locations and depths are depicted on Figure 2. All samples were collected using decontaminated stainless steel spoons, and transferred to laboratory -provided glassware, placed in a cooler with "blue ice" and transferred under chain -of - custody protocol to the analytical laboratory. SAMPLE ANALYSES Analytical Resources, Inc of Tukwila, Washington and Fremont Analytical, Inc., of Seattle, Washington, analyzed selected samples for the following analytes by using the following test methods: • Petroleum hydrocarbon screening and identification by method NWTPH-HCID • Total petroleum hydrocarbons (TPH) in the diesel -range extended (method NWTPH-Dx) quantified against diesel, transformer oil, and/or heavy oil standards if any of these petroleum fractions were positively identified. Silica gel/acid cleanup was used to prevent wood debris and other non -contaminant organic material in the samples from affecting analytical results. RESULTS Table 1 summarizes the analytical results. Attachment A contains the laboratory analytical reports. Soil Disposal Letter 2 HWA GEOSCIENCES INC. November 21, 2007 HWA Project No. 2006-067 Table 1 Analytical results �< i' Sample,ID Date d DeptFi'(ft bgs) Petroleum H drocarboris, m /k Di6sel„'.�, `Heavy"OiL..', Sample 1 9/7/07 N/A 290 32 SP-1A 9/12/07 N/A 160 <40 SP-1 B 9/12/07 N/A <20 <40 SP-1C 9/12/07 N/A <20 <40 SP-1 D 9/12/07 N/A <20 <40 SP-1 E 9/12/07 N/A <20 <40 SP-2A 9/12/07 N/A <20 <40 SP-2B 9/12/07 N/A 250 <40 SP-2C 9/12/07 N/A 290 <40 SS-1-091707 9/17/07 1.5 <20 <40 SS-2-091707 9/17/07 6 <20 <40 Trench-1-091907 9/19/07 3 <20 <40 Trench-2-091907 9/19/07 8 <20 <40 Stock ile-3-091907 9/19/07 N/A <20 <40 Stock ile-4-091907 9/19/07 N/A <20 <40 Trench-5-091907 9/19/07 10 77 <40 Trench-1-092707 9/27107 10 <20 <40 Stock ile-2-092707 9/27/07 N/A <20 <40 Stock ile-3-092707 9/27/07 N/A <20 <40 Stock ile-4-092707 9/27/07 N/A 260 <40 Stock ile-5-092707 9/27/07 N/A <20 <40 Stockpile-6-092707 9/27/07 N/A <20 <40 MTCA A 2000 2000 MTCA A - Department of Ecology Model Toxics Control Act (MTCA) cleanup levels, Chapter 173-340 WAC, Method A soil cleanup levels, shown for reference only. Mg/kg — milligrams per kilogram < - not detected at listed reporting limit Bold — Analyte detected Ft bgs — Feet Below Ground Surface N/A — Not Applicable Results listed above indicated no concentrations above MTCA cleanup levels. Laboratory analytical reports are included as Attachment A. SOIL DISPOSAL Based on the initial analytical results from September 7 and 12, 2007, HWA assisted the City in selection of alternative soils disposal for petroleum -affected soils. Ecology classifies soils containing petroleum hydrocarbons below 200 mg/kg as `Class 2 soils, suitable for backfill at the original site, fill in commercial or industrial areas or beneath roadways, or cover or fill at permitted landfills (Ecology, 1995). Soils with greater than 200 mg/kg petroleum are classified as `Class 3' soils, and are suitable for backfill at the original site, beneath roadways, cover or fill at permitted PCS landfills, or treatment. Because the excavated soils were either not necessary or suitable for on -site use, the City chose to dispose of petroleum -affected soils through treatment. Lafarge's thermal treatment facility in Seattle, Washington was selected for soil disposal of petroleum -affected soils identified at the site. Soil Disposal Letter 3 HWA GEoSCfENCES INC. November 21, 2007 HWA Project No. 2006-067 Soils determined to be petroleum -affected based on excavation and stockpile sampling were transported to Lafarge's facility by Laser Underground, the City's general contractor. A total of 1008.67 tons of soil were transported to Lafarge between September 24 and October 3, 2007. A summary of Laser Underground's transport and disposal documentations is included as Attachment B. REPORTING Pursuant to MTCA regulations (Chapter 173-340-300 WAC), owners and operators are required to report the discovery of a release of hazardous substances that may pose a threat to human health or the environment. Because petroleum concentrations detected were well below MTCA cleanup levels for unrestricted use, reporting of this site is not likely required. LIMITATIONS The conclusions expressed by HWA are based solely on material referenced in this report. Observations were made under the conditions stated. Within the limitations of scope, schedule and budget, HWA attempted to execute these services in accordance with generally accepted professional principles and practices in the area at the time the report was prepared. No warranty, expressed or implied, is made. Experience has shown that subsurface soil and ground water conditions can vary significantly over small distances. It is always possible that contamination may exist in areas that were not sampled. HWA's findings and conclusions must not be considered as scientific or engineering certainties, but rather as our professional opinion concerning the significance of the limited data gathered and interpreted during the course of the assessment. This report has been prepared on behalf of Gray & Osborne and the City of Renton, for the specific application to the subject property. We are not responsible for the impacts of any changes in environmental standards, practices, or regulations subsequent to performance of services. We do not warrant the accuracy of information supplied by others, nor the use of segregated portions of this report. Soil Disposal Letter 4 HWA GEOSCIENCES INC. November 21, 2007 HWA Project No. 2006-067 We appreciate the opportunity to provide professional services on this project. Please feel free to call us if you have any questions or need more information. Sincerely, HWA GEOSCIENCES INC. Vance Atkins, LG, LHG Arnie Sugar, Senior Hydrogeologist Vice Preside Cc: Daniel Carey, City of Renton Attachments: Figure 1 — Site Location Map Figure 2 — Site Plan and Trench Sampling Locations Attachment A — Laboratory Analytical Reports Attachment B — Soil Disposal Documentation Soil Disposal Letter 5 HWA GEOSCIENCES INC. 5L > u c: Irm 01 (D. o4w— ,;Llb6rt VJ fo 6e,:, - lot? �r �- =. _r f� ; mil` 60 /�� Id, L r — J. C�� S`c 167, VICINITY MAP RENTON VILLAGE STORM SYSTEM IMPROVEMENTS Nw By -LEK 1 CKED By TT PROJECT NO. 06.21.06 2006-067-21 THRIFTWAY � , ■ � I�w��X�I1��M�l�7G�➢i�'�tyYFr�„yf��iGG�i�RiiiiGiG � o 7232000010 CINEMA Not to acme ULM,', HWAGEOSCIENCES INC. SS-1-091707 —1.5' bgs SS-2-091707 — 6' bgs ' r TRITOA I I 7231600542 i I v r ` Am SITE SITE PLAN AND TRENCH SAMPLING LOCATIONS FIGURE NO. RENTON VILLAGE STORM SYSTEM IMPROVEMENTS SOUTH GRADY WAY PROJECT NO. RENTON, WASHINGTON 2006-067 ATTACHMENT A LABORATORY ANALYTICAL REPORTS 072222 Soil Test Results-Summary.xls Sheetl Renton Village Storm System SWP-27-2711 October 1, 2007 D. Carey Soil Test Results for Hydrocarbons Total Tests = 21 Number w/ TPH detected = 5 NWTPH-dx Motor Oil Date Location Sample # (ppm) (ppm) Comments 09/07/2007 Soil stockpile 1 290 Barry B, from stockpile returned from Cadman 09/12/2007 Stockpile SP-1A 160 Vance-HWA, from Stockpile 1 " SP-1 B nd " " SP-1 C nd " " SP-1 D nd " " SP-1 E nd " " SP-2A nd Vance-HWA, from Stockpile 2 " SP-2B 250 " " SP-2C 290 " Stockpiles taken to LaFarge for incineration 09/17/2007 Trench SS-1-091707 nd Vance-HWA, from end of trench " SS-2-091707 nd " " No Detects, ok to take spoils to Cadman 09/19/2007 Trench Trench-1-091907 nd D. Carey, Appx 8 ft down " " Trench-2-091907 nd Appx 3 ft down stockpile Stockpile-3-091907 nd New stockpile, north end stockpile Stockpile-4-091907 nd New stockpile, south end Trench Trench-5-091907 77 Appx 10 ft down, about box culvert invert Results less than 200 ppm, ok to take to Cadman 09/27/2007 Trench Trench-1-092707 nd D. Carey, At 42" concrete pipe elevation Large Pile Stockpile-2-092707 nd SE corner, large pile Large Pile Stockpile-3-092707 nd NE comer, large pile Large Pile Stockpile-4-092707 nd SW corner, large pile Large Pile Stockpile-5-092707 260 NW corner, large pile Small Pile Stockpile-6-092707 nd Small stockpile from today, east side Told Laser to take 1 or 2 loads from NW corner to LaFarge. Remainder to Cadman MOPMED 4W BOX WWEFfT i qc HWAGEOSCIENCES INC SITE PLAN AND SAMPLING LOCATIONS RENTON VILLAGEzSTORM SYSTEM IMPROVEMENTS SOUTH' GRADMAY RENTON, WASHINGTON NO, 2006'-067 PROPOSED 4 x, B. lX GULWERT 0W» d CINEMA ff t I HWAGEOSCIENCES INC. -23—v-� 54tmp1G Locc.� n—r 9 y D. Cu rey PreVloas S 42a4p� !(-J ie;rbv"tj +0 4 �br�t S�, ! ex,- ava -k-J SITE PLAN AND' SAMPLING LOCATIONS FIGURE NO. RENTON VILLAGE.STORM SYSTEM' IMPROVEMENTS SOUTH GRADY WAY PROJECT NO- RENTON, WASHINGTON 2006-067 lllo 0 0 00 lllo lllo o■ o to o iil�o llo o to lllo o llo llllo lo, Chain of Custody Record & Laboratory Analysis Request ARI Assigned -Number tea` Turn -around Requested: 3 opalI Page: of Analytical Resources, Incorporated Analytical Chemists and Consultants 4611 South 134th Place, Suite 100 Tukwila, WA 98168 206-695-6200 206-695-6201 (fax) ARI C ient Company: P ne: Date Ice. Present?/ Client ct: r N of Cooler Coolers Temps (, Client Project Name: Analysis Requested Notes/Comments a n v Client Project #3 Samplers: J Sample ID Date Time Matrix No. Containers Comments/Special Instructions Relinquls y: gigSI eceived b ure) Relinquished by: (Signature) Received by: (Signature) PPInted Name: Eqr✓ r n Name: 1� l Printed Name: Printed Name: Company: } I� Company: -� /v Company: Company: Date Ime: O 3S Date&Time: Date&Time: Date&Time: Limits of Liability: ARI will perform all requested services in accordance with appropriate methodology following ARI Standard Operating Procedures and the ARI Quality Assurance Program. This program meets standards for the industry. The total liability of ARI, its officers, agents, employees, or successors, arising out of or in connection with the requested services, shall not exceed the Invoiced amount for said services. The acceptance by the client of a proposal for services by ARI release ARI from any liability in excess thereof, notwithstanding any provision to the contrary in any contract, purchase order or co- signed agreement between ARI and the Client. Sample Retention Policy: All samples submitted to ARI will be appropriately discarded no sooner than 90 days after receipt or 60 days after submission of hardcopy data, whichever is longer, unless alternate retention schedules have been established by work -order or contract. Analytical Resources, Incorporated Cooler* Receipt forrx� ' Analytical Chemists and Consultants r ARI Client: < m!g OS 64e_ Project Name: ' COG No: Delivered by: Assigned ARI Job No: Z— d �Z Tracking No: aPreliictinary.Ezain nation Phase: Were intact, properly signed and dated custody. seals attached to the outside of to cooler? YES ' Were custody papers included with the cooler? ....................... ......... ........................ NO Were custody papers -properly filled out (ink, signed, etc.)... ........................................---,-- YE NO Record cooler temperature (recommended 2.0-6.0 °C for chemistry .............................. 4&,°C . Cooler Accepted b / Date: Time: A6 ' Complete c stody forms and attach_ all shipping documents Log-ln.Phasen Was -a temperature blank included in the cooler?..............:.......................................... YES What kind of packing material was used?...........................•...................................... Was sufficient ice used (if appropriate)?................................................................... YES Were all bottles sealed in individual plastic bags? ........................................................ YES Did all bottle arrive in good condition (unbroken)?................................-:..........._.................... NO Were all bottle labels complete and legible?.......................:........................................ YES NO Did all bottle labels and tags. agree with custody papers? ............................................. YES NO Were all bottles used correct for the requested analyses? ...............:.................................... C!SI5 NO Do any of the analyses (bottles) require preservation? (attach preservation checklist) ------- YES. �. Were all VOC vials free of air 'bubbles? .................----------=-------•--------._......-. YES NO Was sufficient amount of sample sent in each bottle? .................................................... NO Samples. Logged by L Date: �C Time: ** Notify Project Manager of discrepancies or concerns ** Explain discrepancies or negative responses: By: Date: 0016F Cooler Receipt Form Revision 008 2/6/2007 ' ANALYTICAL RESOURCES ORGANICS ANALYSIS DATA SHEET INCORPORATED TOTAL DIESEL RANGE HYDROCARBONS NWTPHD by GC/FID QC Report No: L062-Gray & Osborne, Inc ' Page 1 of 1 Project: Renton Matrix: Soil 05731 Date Received: 09/07/07 Data Release Authorized: Reported: 09/11/07 Extraction Analysis EFV '. ARI ID Sample ID Date Date DL Range RL Result MB-091007 Method Blank 09/10/07 09/11/07 1.00 Diesel 5.0 < 5.0 U 07-18731 HC ID: --- FID3A 1.0 Motor Oil 10 < 10 U ' o-Terphenyl 55.1% L062A SAMPLE 1 09/10/07 09/11/07 1.00 Diesel 5.4 32 07-18731 HC ID: DRO/MOTOR OIL FID3A 1.0 Motor Oil 11 290 o-Terphenyl 69.1% Reported in mg/kg (ppm) EFV-Effective Final Volume in mL. DL-Dilution of extract prior to analysis. RL-Reporting limit. Diesel quantitation on total peaks in the range from C12 to C24. Motor Oil quantitation on total peaks in the range from C24 to C38. HC ID: DRO/RRO indicates results of organics or additional hydrocarbons in ranges are not identifiable. FORM I Project: Renton 05731 Client ID OTER TOT OUT 091007MBS 55.1% 0 091007LCS 56.7% 0 091007LCSD 56.7% 0 SAMPLE 1 69.1% 0 I LCS/MB LIMITS QC LIMITS (OTER) = o-Terphenyl (50-116) (49-109) Prep Method: SW3550B Log Number Range: 07-18731 to 07-13731 ' ANALYTICAL RESOURCES ORGANICS ANALYSIS DATA SHEET INCORPORATED NWTPHD by GC/FID Sample ID: LCS-091007 Page 1 of 1 LCS/LCSD Lab Sample ID: LCS-091007 QC Report No: L062-Gray & Osborne, Inc LIMS ID: 07-18731 Project: Renton Matrix: Soil 05731 Data Release Authorized: Date Sampled: NA Reported: 09/11/07 Date Received: NA Date Extracted LCS/LCSD: 09/10/07 Sample Amount LCS: 10.0 g ' LCSD: 10.0 g Date Analyzed LCS: 09/11/07 09:17 Final Extract Volume LCS: 1.0 mL LCSD: 09/11/07 09:33 LCSD: 1.0 mL Instrument/Analyst LCS: FID3A/JGR Dilution Factor LCS: 1.00 LCSD: FID3A/JGR LCSD: 1.00 Spike LCS Spike LCSD Range LCS Added-LCS Recovery LCSD Added-LCSD Recovery RPD Diesel 78.9 150 52.6% 78.1 150 52.1% 1.0% ' TPHD Surrogate Recovery LCS LCSD o-Terphenyl 56.7% 56.7% Results reported in mg/kg RPD calculated using sample concentrations per SW846. i ANALYTICAL RESOURCESS INCORPORATED TOTAL DIESEL RANGE HYDROCARBONS -EXTRACTION REPORT ARI Job: L062 Matrix: Soil Project: Renton Date Received: 09/07/07 05731 Client Final Prep ARI ID Client ID Amt Vol Basis Date 07-18731-091007M]31 Method Blank 10.0 g 1.00 mL - 09/10/07 07-18731-091007LCS1 Lab Control 10.0 g 1.00 ML - 09/10/07 07-18731-091007LCSDI Lab Control Dup 10.0 g 1.00 ML - 09/10/07 07-18731-LO62A SAMPLE 1 9.17 g 1.00 ML D 09/10/07 Basis: D=Dry Weight W=As Received Diesel Extraction Report 4.tl a cwm M711V ;te-, F, 2930 Westlake Ave N Suite 100 Seattle, WA 98109 T: (206) 352-3790 F: (206) 352-7178 info@fremontanalytical.com HWA GeoSciences Attn: Vance Atkins 19730 64`h Ave. W. Suite 200 Lynnwood, WA 98036 RE: Renton Village Fremont Project No: CHM070912-1 September 13th, 2007 Enclosed are the analytical results for the samples submitted to Fremont Analytical. Examination of these soil samples was conducted for the presence of Diesel and Heavy Oil by NWTHP-DX/DX Ext. These applications were performed under Washington State Department of Ecology accreditation parameters. All appropriate Quality Assurance / Quality Control method parameters have been applied. Please contact the laboratory if you should have any questions about the report Thank you for using Fremont Analytical! Sincerely, ,tft9 4 Michael Dee Sr. Chemist / Principal mikedee@fremontanalytical.com www.fremontanalytical.com 2930 Westlake Ave. N., Suite 100 Seattle, WA 98109 T: 206.352.3790 F: 206.352.7178 email: info@fremontanalytical.com Analysis of Diesel and Heavy Oil in Soil by NWTPH-Dx / Dx Ext. Project: Renton Village Client: HWA GeoSciences Inc. Client Project #: 2006-067 Fremont Analytical Project #: CHM070912-1 NWTPH-Dx/Dx Ext. MRL Method SP-1A SPAB SP-1C SP-1D (mg/kg) Blank Date Extracted 09/12/07 09/12/07 09/12/07 09/12/07 09/12/07 Date Analyzed 09/12/07 09/12/07 09/12/07 09/12/07 09/12/07 Matrix Soil Soil Soil Soil Soil Diesel (Fuel Oil) 40 nd nd nd nd nd I Mineral Oil 40 nd nd nd nd nd Heavy Oil 40 nd 160 nd nd nd Surrogate Recoveries (Surr 1 ) 2-Fluorobiphenol 78% 82% 79% 81% 81% (Surr 2) o-Terphenol 76% 94% 132% 102% 86% "C" Indicates coelution with sample peaks "nd" Indicates no detection at the listed reporting limits "int" Indicates interferences prevent determination "MRL" Indicates Method Reporting Limit. Acceptable Recovery Limits for Surrogates: 65% to 135% CONFIDENTIAL 1 2930 Westlake Ave. N., Suite 100 Seattle, WA 98109 T: 206.352.3790 F: 206.352.7178 email: info@fremontanalytical.com Analysis of Diesel and Heavy Oil in Soil by NWTPH-Dx / Dx Ext. Project: Renton Village Client: HWA GeoSciences Inc. Client Project M 2006-067 Fremont Analytical Project #: CHM070912-1 Dupl NWTPH-Dx/Dx Ext. MRL Method SPAE SP-2A SP-2B SP-2B (mg/kg) Blank Date Extracted 09/12/07 09/12/07 09/12/07 09/12/07 09/12/07 Date Analyzed 09/12/07 09/12/07 09/12/07 09/12/07 09/12/07 Matrix Soil Soil Soil Soil Soil Diesel (Fuel Oil) 40 nd nd nd nd nd Mineral Oil 40 nd nd nd nd nd Heavy Oil 40 nd nd nd 250 290 Surrogate Recoveries (Surr 1 ) 2-Fluorobiphenol 78% 79% 81 % 79% 81 % (Surr 2) o-Terphenol 76% 80% 82% 84% 84% "C" Indicates coelution with sample peaks "nd" Indicates no detection at the listed reporting limits "int" Indicates interferences prevent determination "MRL" Indicates Method Reporting Limit. Acceptable Recovery Limits for Surrogates: 65% to 135% 1 ' CONFIDENTIAL N Fremont 2930 Westlake Ave. N., Suite 100 Seattle, WA 98109 T: 206.352.3790 F: 206.352.7178 email: info@fremontanalytical.com Analysis of Diesel and Heavy Oil in Soil by NWTPH-Dx / Dx Ext. Project: Renton Village Client: HWA GeoSciences Inc. Client Project #: 2006-067 Fremont Analytical Project #: CHM070912-1 NWTPH-Dx/Dx Ext. MRL Method SP-2C SP-213 SP-2E (mg/kg) Blank Date Extracted 09/12/07 09/12/07 09/12/07 09/12/07 Date Analyzed 09/12/07 09/12/07 09/12/07 09/12/07 Matrix Soil Soil Soil Soil Diesel (Fuel Oil) 40 nd nd nd nd Mineral Oil 40 nd nd nd nd ' Heavy Oil 40 nd nd nd 130 Surrogate Recoveries (Surr 1 ) 2-Fluorobiphenol 78% 78% 79% 81 % ' (Surr 2) o-Terphenol 76% 101 % 82% 85% "C" Indicates coelution vAth sample peaks "nd" Indicates no detection at the listed reporting limits "int" Indicates interferences prevent determination "MRL" Indicates Method Reporting Limit. Acceptable Recovery Limits for Surrogates: 65% to 135% 1 CONFIDENTIAL C �� Chain of Custody HWAGEOSCIENCES INC. and Laboratory Analysis Request 19730 64" AVe. W., Suite 200, Lymmood, WA 98036 (425)774-0106 45 PROJECTNAME: S SITE CODE: SAMPLERS NAME:PHONE: N U SAMPLERS SIGNATURE: ( HWA CONTACT: ,/-}=T�l, ';, PHONE: Q # OF 1 nA'rC TIRAC RAATOIY I AR In Qn=I C DATE: PAGE: 1 of REMARKS IIIIIAIIIIII © Q�'.a� a■■■■■■■■■■■■■■ME ME NOR ■!�� ■■ J■■■■■■■■■■■■■■ ■■® ■ ■■ IJ■■■■■■■■■■■■■■ ®��■Elm M�■�u■� ■■■ r■■■■■■■■■■■■■■ NOW-TRIMSIN ■� N■■■■■■■■■■■■■■ 1001 ■■.....MEN �. ■■■■■■■■■■■■■■■ ---- .�■�.■■■■■■■...■�. ■■■■■■■■■■■■■■. - ■., ..■■■ ■■ �■r. ■■■■■■■■■■■■■■. ., ■ ■■■MM0 .■ ■■■■■■■■■■■■■■■ MM1M0MM0 NEON - 11 ' • • i'L Tar � �,,�� Relinquished by: DISTRIBUTION: WHITE - Return to HWA; YELLOW - Retain by Lab; PINK - Retain by Sampler 2930 Westlake Ave N Suite 100 Seattle, WA 98109 T: (206) 352-3790 F: (206) 352-7178 info@fremontanalytical.com HWA GeoSciences Attn: Vance Atkins 19730 64`h Ave. W. Suite 200 Lynnwood, WA 98036 RE: Renton Storm Water Fremont Project No: CHM070917-1 September 18th, 2007 Enclosed are the analytical results for the samples submitted to Fremont Analytical. Examination of these soil samples was conducted for the presence of Diesel and Heavy Oil by NWTHP-Dx/DX Ext. These applications were performed under Washington State Department of Ecology accreditation parameters. All appropriate Quality Assurance / Quality Control method parameters have been applied. Please contact the laboratory if you should have any questions about the report. Thank you for using Fremont Analytical! Sincerely, Michael Dee Sr. Chemist / Principal mikedee@fremontanalytical.com www.fremontanalytical.com Fremont 2930 Westlake Ave. N., Suite 100 Seattle, WA 98109 T: 206.352.3790 F: 206.352.7178 email: info@fremontanalytical.com Analysis of Diesel and Heavy Oil in Soil by NWTPH-Dx / Dx Ext. Project: Renton Storm Water Client: HWA GeoSciences Inc. Client Project #: 2006-067 Fremont Analytical Project #: CHM070917-1 Dupl NWTPH-Dx/Dx Ext. MRL Method SS-1-091707 SS-2-091707 SS-2-091707 (mg/kg) Blank Date Extracted 09/17/07 09/17/07 09/17/07 09/17/07 Date Analyzed 09/17/07 09/17/07 09/17/07 09/17/07 Matrix Soil Soil Soil Soil Diesel (Fuel Oil) 20 nd nd nd nd Mineral Oil 40 nd nd nd nd Heavy Oil 40 nd nd nd nd Surrogate Recoveries (Surr 1 ) 2-Fluorobiphenol 92% 112% 111% 112% (Surr 2) o-Terphenol 95% 120% 120% 121 % "C" Indicates coelution with sample peaks "nd" Indicates no detection at the listed reporting limits "int" Indicates interferences prevent determination "MRL" Indicates Method Reporting Limit. Acceptable Recovery Limits for Surrogates: 65% to 135% 1 ' CONFIDENTIAL Chain of Custody HWAGEOSCIENCES INC. and Laboratory Analysis Request DATE: 107306411 Ave. W„ Suite 200, Lynnwood, WA 98036 (425)774-0106, PAGE: of 4500 Kruse Way, Suite 300, Lake Oswego, OR 97035 (503)675-2424 PROJECT NAME: ANALYSIS REQUESTED SITE CODE: SAMPLERS NAME: ATr�.I�. PHONE: SAMPLERS SIGNATURE: C�-- HWA CONTACT: PHONE: # OF IM r,eTc rIKAM RAATDIY I AR Ir) C2nT1-1 G REMARKS MENNEN ME! _� M■■■■■■■■M■.■■■ ___ ■■■■■N■E.■■■■.■ __- EMEMEMEMMEMEME0�0 ON NO MEN NEON EMMEMEM MEMEMEMOMMI 1001 NO NONE EMEMMEMEMEM0 NO ON MOO S=_ E■■M■■M■■■■■■■1001 ___ OMMMMEMMMMMMMNEM0 M0 ON EMS 100100e MEMO MEMOMMEM ___ �■■■■■■■■■■.■■E _-- MEMEMEMEMENNO 0E ME MOO __- -_ ■.■■■E■.■■■■■■■ ME!__Relinquished MEMEMMEMEMEME SIGNATURE PRINT NAME Wnum ®®, by: ONE Received by: -- DISTRIBUTION: WHITE - Return to HWA; YELLOW - Retain by Lab; PINK- Retain by Sampler Fremont 2930 Westlake Ave N Suite 100 Seattle, WA 98109 T: (206) 352-3790 F: (206) 352-7178 info@fremontanalytical.com HWA GeoSciences Attn: Vance Atkins 19730 64`h Ave. W. Suite 200 Lynnwood, WA 98036 City of Renton Attn: Daniel Carey Renton City Hall — 5 h floor 1055 South Grady Way Renton, WA 98057 RE: Renton Village Storm Water Fremont Project No: CHM070919-1 1 September 19th, 2007 ' Enclosed are the analytical results for the samples submitted to Fremont Analytical. Examination of these soil samples was conducted for the presence of Diesel and Heavy Oil by NWTHP-Dx/DX Ext. These applications were performed under Washington State Department of Ecology accreditation parameters. All appropriate Quality Assurance / Quality Control method parameters have been applied. Please contact the laboratory if you should have any questions about the report. Thank you for using Fremont Analytical! Sincerely, Michael Dee Sr. Chemist / Principal mikedee@fremontanalytical.com www.fremontanalytical.com 2930 Westlake Ave. N., Suite 100 Seattle, WA 98109 T: 206.352.3790 F: 206.352.7178 email: info@fremontanalytical.com Analysis of Diesel and Heavy Oil in Soil by NWTPH-Dx / Dx Ext. Project: Renton Village Storm Water Client: HWA GeoSciences Inc. Client Project #: N/A Fremont Analytical Project #: CHM070919-1 NWTPH-Dx/Dx Ext. MRL Method Trench-1-091907 Trench-2-091907 Stockpile-3-091907 (mg/kg) Blank Date Extracted 09/19/07 09/19/07 09/19/07 09/19/07 Date Analyzed 09/19/07 09/19/07 09/19/07 09/19/07 Matrix Soil Soil Soil Soil Diesel (Fuel Oil) 20 nd nd nd nd Mineral Oil 40 nd nd nd nd Heavy Oil 40 nd nd nd nd Surrogate Recoveries (Surr 1 ) 2-Fluorobiphenol 101% 102% 104% 105% (Surr 2) o-Terphenol 111% 112% 116% 115% "C" Indicates coelution with sample peaks "nd" Indicates no detection at the listed reporting limits "int" indicates interferences prevent determination "MRL" Indicates Method Reporting Limit. Acceptable Recovery Limits for Surrogates: 65% to 135% CONFIDENTIAL Fremont 2930 Westlake Ave. N., Suite 100 Seattle. WA 98109 T: 206.352.3790 F: 206.352.7178 email: info@fremontanalytical.com Analysis of Diesel and Heavy Oil in Soil by NWTPH-Dx / Dx Ext. Project: Renton Village Storm Water Client: HWA GeoSciences Inc. Client Project #: N/A Fremont Analytical Project #: CHM070919-1 Dupl NWTPH-Dx/Dx Ext. MRL Method Stockpile-4-091907 Trench-5-091907 Trench-5-091907 (mg/kg) Blank Date Extracted 09/19/07 09/19/07 09/19/07 09/19/07 Date Analyzed 09/19/07 09/19/07 09/19/07 09/19/07 Matrix Soil Soil Soil Soil Diesel (Fuel Oil) 20 nd nd nd nd Mineral Oil 40 nd nd nd nd Heavy Oil 40 nd nd 72 77 Surrogate Recoveries (Surr 1 ) 2-Fluorobiphenol 101% 104% 102% 102% (Surr 2) o-Terphenol 111 % 113% 111 % 111 % "C" Indicates coelution with sample peaks "nd" Indicates no detection at the listed reporting limits "int" Indicates interferences prevent determination "MRL" Indicates Method Reporting Limit. Acceptable Recovery Limits for Surrogates: 65% to 135% CONFIDENTIAL Fremont Analytical, Inc. o��q Chain of Custody Record 2930 Westlake Ave. N. Suite 100 Tel: 206-352-3790 Seattle, WA 98109 Fax: 206-352-7178 %�' �-� �" 1 Date: Page: of: Client: (+ �j b Re h I 'o'n an i a 1 C G rt y Project Name: Re'4- ,. V; ! c, ti 5'i�r ✓+� 41 �'�pr" Address: Location: City, State, Zip Tel: 2 S- 30- 7_9 3 Collected by: Cc Vas cc A + k VATK'NS P- Reports To (PM): C a Fax: Hv A CCD. Caret Email: Project No: d CaCk K Q C i , PM+on . t.3A . V3 S� 0 � S �} ,ra o} v o �`�' o� w r'v o`ti Ory Z Z JG `L �� G� CO C 6 n cc 4 e Sample Container �o Q P ,O s%� � Q� U�y �\ P Comments/De th Sample Name Time Type Type p`D JO JO Q Q Q 1 1 2rno6-1 - o d ol,, 6 Say 1-11-01-how S' Jowt z P. k-2-©9lot 0". 60(38 (, X3` c�oL�h 3 S-Fuo� ilo-�- l O og3o `f t1 �uar :�c Oh t�j$ hor 454i I c, 74- 090ib 6 3Z rt tt k -54-cL- 'I is $ s&'+k Jr h - - 01)1D4 0 1 ye /l {1 /� Am, 1,Jnver'1' 6 7 8 9 10 Sample Receipt: Special Remarks Relin hed Date/Time Rec ' c DateMme: ` D // 0'�+ Good? Acceptable Temp? x r /` Relinquished Date/Time ReceivVd Date/Time: Seals Intact?: Total Number of Containers: x x TAT -> 24HR 48HR Standard Distribution. While - Lab, Yellow - File. Pink - Originator Fremont 2930 Westlake Ave N Suite 100 Seattle, WA 98109 T: (206) 352-3790 F: (206) 352-7178 info@fremontanalytical.com City of Renton Attn: Daniel Carey Renton City Hall — 51h floor 1055 South Grady Way Renton, WA 98057 HWA GeoSciences Attn: Vance Atkins 19730 64`h Ave. W. Suite 200 Lynnwood, WA 98036 RE: Renton Village Storm Water Project Fremont Project No: CHM070927-1 ' September 28th, 2007 i Enclosed are the final analytical results for the samples submitted to Fremont Analytical. Examination of these soil samples was conducted for the presence of Diesel and Heavy Oil by NWTHP-Dx/DX Ext. with Silica Gel Clean-up. These applications were performed under Washington State Department of Ecology accreditation parameters. All appropriate Quality Assurance / Quality Control method parameters have been applied. Please contact the laboratory if you should have any questions about the report. Thank you for using Fremont Analytical! i Sincerely, Michael Dee Sr. Chemist / Principal mikedee@fremontanalytical.com www.fremontanalytical.com e- all 11mvp 2930 Westlake Ave. N., Suite 100 Seattle, WA 98109 T: 206.352.3790 F: 206.352.7178 email: info@fremontanalytical.com Analysis of Diesel and Heavy Oil in Soil by NWTPH-Dx / Dx Ext. Project: Renton Village Stormwater Project Client: City of Renton Client Project #: Fremont Analytical Project #: CHM070927-1 NWTPH-Dx/Dx Ext. MRL Method Trench 1-092707 Stockpile 2-092707 (mg/kg) Blank at 42" Pile SE Date Extracted 09/27/07 09/27/07 09/27/07 Date Analyzed 09/27/07 09/27/07 09/27/07 Matrix Soil Soil Soil Diesel (Fuel Oil) 20 nd nd nd Mineral Oil 40 nd nd nd Heavy Oil 40 nd nd nd Surrogate Recoveries (Surr 1 ) 2-Fluorobiphenol 98% 106% 107% (Surr 2) o-Terphenol 131% 120% 129% 1 IC" Indicates coelution with sample peaks "nd" Indicates no detection at the listed reporting limits "int" Indicates interferences prevent determination "MRL" Indicates Method Reporting Limit Acceptable Recovery Limits for Surrogates: 65% to 135% CONFIDENTIAL 1 2930 Westlake Ave. N., Suite 100 Seattle, WA 98109 T: 206.352.3790 F: 206.352.7178 email: info@fremontanalytical.com Analysis of Diesel and Heavy Oil in Soil by NWTPH-Dx / Dx Ext. Project: Renton Village Stormwater Project Client: City of Renton Client Project M Fremont Analytical Project #: CHM070927-1 NWTPH-Dx/Dx Ext. MRL Method Stockpile 3-092707 Stockpile 4-092707 (mg/kg) Blank Sw Date Extracted 09/27/07 09/27/07 09/27/07 Date Analyzed 09/27/07 09/27/07 09/27/07 Matrix Soil Soil Soil Diesel (Fuel Oil) 20 nd nd nd Mineral Oil 40 nd nd nd Heavy Oil 40 nd nd nd Surrogate Recoveries (Surr 1 ) 2-Fluorobiphenol 98% 108% 108% (Surr 2) o-Terphenol 131 % 122% 123% "C" Indicates coelution with sample peaks "nd" Indicates no detection at the listed reporting limits "int" Indicates interferences prevent determination "MRL" Indicates Method Reporting Limit Acceptable Recovery Limits for Surrogates: 65% to 135% CONFIDENTIAL 2 ,gym, fremont 2930 Westlake Ave. N., Suite 100 Seattle, WA 98109 ' . MUA T: 206.352.3790 F: 206.352.7178 email: info@fremontanalytical.com Analysis of Diesel and Heavy Oil in Soil by NWTPH-Dx / Dx Ext. Project: Renton Village Stormwater Project Client: City of Renton ' #: Client Project Fremont Analytical Project #: CHM070927-1 NWTPH-Dx/Dx Ext. MRL Method Stockpile 5-092707 Stockpile 6-092707 (mg/kg) Blank Date Extracted 09/27/07 09/27/07 09/27/07 Date Analyzed 09/27/07 09/27/07 09/27/07 Matrix 1 Soil Soil Soil Diesel (Fuel Oil) 20 nd nd nd Mineral Oil 40 nd nd nd Heavy Oil 40 nd 260 nd Surrogate Recoveries (Surr 1 ) 2-Fluorobiphenol 98% 107% 106% (Surr 2) o-Terphenol 131 % 133% 122% "C" Indicates coelution with sample peaks "nd" Indicates no detection at the listed reporting limits "int" Indicates interferences prevent determination "MRL" Indicates Method Reporting Limit Acceptable Recovery Limits for Surrogates: 65% to 135% CONFIDENTIAL i 3 2930 Westlake Ave. N., Suite 100 Seattle, WA 98109 T: 206.352.3790 F: 206.352.7178 email: info@fremontanalytical.com Analysis of Diesel and Heavy Oil in Soil by NWTPH-Dx / Dx Ext. Project: Renton Village Stormwater Project Client: City of Renton Client Project #: Fremont Analytical Project #: CHM070927-1 Duplicate NWTPH-Dx/Dx Ext. MRL Method Stockpile 6-092707 (mg/kg) Blank Date Extracted 09/27/07 09/27/07 Date Analyzed 09/27/07 09/27/07 Matrix Soil Soil Diesel (Fuel Oil) 20 nd nd Mineral Oil 40 nd nd Heavy Oil 40 nd nd Surrogate Recoveries (Surr 1 ) 2-Fluorobiphenol 98% 109% (Surr 2) o-Terphenol 131 % 125% "C" Indicates coelution with sample peaks "nd" Indicates no detection at the listed reporting limits "int" Indicates interferences prevent determination "MRL" Indicates Method Reporting Limit Acceptable Recovery Limits for Surrogates: 65% to 135% r CONFIDENTIAL 4 Fremont Analytical, Inc. Co'1�g2"1- I Chain of Custody Record 2930 Westlake Ave. N. Suite 100 Tel: 206-352-3790 Seattle, WA 98109 Fax: 206-352-7178 Date: �- 2 - q Page: 1 of: Client: o RAN 40y Project Name: Re,,, its V,'1 'j t7 C( Address: Location: Re • Vr, ail a s ? �P ct ,4 4 Z City, State, Zip IATVINJ HWA Go0' oM el: L{2S_ L{30- Z9 3 Collected by: i,G VGt1CR } ` C1.RJ,?i-dn,IN-..05 Reports To PM : Ca f a Ga f Q I Fax: Email: G� W C u t r @ G . fah�� 5 Project No: x o �, �, o 'IVNwf o�u ^o� ^o� IN ID,o o �} ��o o'� w`V 0-V -X � Co v� e e a�ZC��\ Sample Container oP o� og VOy Comments/De th Sample Name Time Type Type at 42" p;lf H b-z a-+ Lir1 I� _ 1 �1'Aticl,-1'd Z o Ituti (p,.�g Sot Tar -2 54.c,ke,Ic_Z-o9z-qv3 55 � X St,ehd . 2 5 gr /�� Carver 33'ClI2-70 vp SW 4 S-�Oc411e' Li-bq2 D� 02 w Cup"" 5 .5+.,4 10 '5-OgZ-40q 1%.o� N Corn,' Td 8 9 10 Sample Receipt: Special Remarks Reli 'shed Date/Time Rec ve //'' Date/Time: x 12: D �' 912 U x l z Good? Acceptable Temp? Relinquished DateTme Received Date(Tim : Seals Intact?: Total Number of Containers: x x TAT > 24HR 48HR Standard Distribution White - Lab, Yellow - File, Pink - Originator ATTACHMENT B SOIL DISPOSAL DOCUMENTATION Page 1 of 3 CA #2 m Contract Change Order Billing City of Renton C.O. #2 - "Haul and Dispose. of Petroleum Contaminated Soils" i CAB-2A - Office Costs for estimator to track costs and develop change order. Lump Sum $961.00 i Co-2B - Cost to load and truck soil disposal facility, at $408.56 per trip as stated on Contract Change Order Agreement. �- CO-2C - Disposal cost at the Lafarge North America, Inc. incinerator billed at $33.88 per ton as stated on Contract Change Order Agreement. With supporting scale tickets from Lafarge as required. 9-24-07 Itemized Billing Trip # Tieket# Tons 1 021323 36.49 2 021324 26.71 3 021330 32.56 4 02'1332 25.89 5 021333 35.08 6 021335 24.68 7 021336 31.53 8 021339 25.21 9 021340 33.09 10 021341 23.64 11 021344 32.72 12 021348 23.16 13 021349 30.32 14 021351 22.62 15 021352 34.68 16 021353 23.33 17 021354 33.77 Trips Tons Totals 17 495.48 Laser Underground Utilities Inc. Totals Totals Totals Totals .Page 2.,of 3 C.O. #2 9-25-07 Itemed Baling Trig# Ticket# Toas 1 02 1,36.3 32 05 .2 021366 . 29:34 3 021.367 A80 4 021369 33.48 5 0213.78 31 84 6 021374 29:42 Trips Tons 79 C 189.93 9-2607 Itemized Billing Trip #. Ticket# Tons 1 02:1�382 318.4 2 021384 29.05 3 Q21.386 32.44 4 02.1387 32.53 5 02.1388 31.81 6 021392 34.26 7 021394 31.14 Trips Tons 7 223.07 9-27-07 Itemized Billing Trip....#.. . Ticket# Tons 1 021406 32.71 Trips Tons 1 32.71 10-03-07 Itemized Billing Trip # Ticket# Tons 1 021551 31.18 2 021560 36.30 Trips Tons 2 67.48 Laser Underground Utilities Inc. 9 a Page 3 of 3 C.O. #2 Total Cost for C.O.2-A - Lump Sum at $961.00 Total Trips for C.O.2B - '3100 Trips at $408.56 per trip = $131891.04 Total Tons for C.O. 2C-1008.67 Tons at $33.88 a ton = $34,173.74 Total Cast for C.O. #2 49 X5.74 D / Jt- � Laser Underground Utilities Inc. b Renton Village Storm Aggregate Reconciliation` Export To Lafarge Quantify Dafe Vendoi Ticket# (Tons) 0912410721323 '`. 36 49. 21330`. 32 56. 21332 ' 21333''�� 3.5'O8 21335 ' . 34_68 21336 "`. 31 `53: 252,7 21340: ' 33019 21341' 2364 21344.'. 32:Z2 21348' . 213.1.6 J 21349 ` 30132. 21351 ' 22.62 21352' 3468. 21353 23.M 21354'` 33.77 09/25/07 21363 . 32:05 21366 -' 29.34 21367 33:80 21369 ` 33.4.8 21373 - 31.84 21374 29.42 09/26/07 21382 - 31.84 21384 29.05 21386 32.44 , 21387 32.53 21388 31.81 21392' 24.26 21394' __. _..__ 31.14 , . 09/27/07 — . "'2140.6r 32.71 10/03/07 21560 36.30. l 1008 W I 11 110 SCALE. "=20' x 41 1 :N, ry� �• f1 Kry rye• rye• ryh^h b rya, e TEMPORARY CONTRACTOR STA NN AREA 4F ry + IE r� STORM DRAIII OUT ET 8"DI SE 1 =2 .24 ,, DAYLIGHT 8" DI ��.._.,, TO NEW BANE NEXT TO CUL ERT STORM DRAIN UTLE II 1"CONC NW IE-32 STA. 10+00 PROPOSED 4`x6' BOX CULVERT OUTLE Q 1 S, IE----1 9,30 N174007.71 E 1200264. 4 STA. 10+ 2 PROPOSED CULVE T ANGL P INT N=1 74017,6,,___ E=129 271.03 SMH RI L= 1 „5 -'* N IE OU ILL=22,59 NOTES: 12' S IE IN=22,49 AS -BUILT SURVEY BASED ON PRECAST OR ; CONTROL SHOWN ON THE DIGITAL CAST IN PLACE BO CULVE _ I 1 COPY OF THESE ENGINEERING SECTION' SEE DE CAI PLANS PROVIDED BY CLIENT AND 11 HAS NOT BEEN CONFIRMED. AS -BUILT DATA BASED ON SURVEY S aOr DRAIN OUT' COMPLETED ON MARCH 4 2008 36"C P SE IE-24 AND CAN ONLY BE CONSIDERRED AS REPRESENTING THE CONDITIONS _..,_. AT THAT TIME. DATA TAKEN FROM CONSTRUCTION NOTES HAS NOT BEEN CONFIRMED BY AXIS PND IS APPROXIMATE. ry n c ^ ry ry % >/v ry + PR& /IDE TE CRARY FENCING _BUILT � n ry + CONCRETE. ..., _ BH- 1 ECOLOGY w _ BLOCK WALL ACCESS ER 1 4 ryV � STD. G TE EXI TIN STA. 1 +85 50 STO M D Itdl ITLET AS-BU CURB RIM= 5,75± 48 1, D;--2A* 21� —_ _ 5 27 WV r2^ ' LIN ENS ,',. AS ��IN I%I�'°°�"" Pr:TO I 2.a -1ry�® l 1 OLE SAND LAY 1 s b Q _+ry. EES ry ry AT H BASIN �c2` RIM _-L=-= 26.7 12" 'MP S IE=25,37 � STA,. P AIN OUTLET , ..., 1 1E=2 5,24 40 w - RI may* * * * * RESTORE : PARKING SPACES TO MATCH EXISTING BH-7 SURVEY ONTROL PT. 05 N'=174043.12 4N ' a N ly ISTING CATCH SIP rymay" + a a. 'ALL 48 HOURSDI, 1-800-424-5555 CONTRACTOR TO MAINTAAN 15 FOOT CLEARANCE FROM PSE OVERHEAD POWER LINES. I a i l m E ...1 0. 3 E ..,, Z, OD ACCESS RISER #1 1" WATER I.E. UNKNOWN_ 42" CMPI STORM POWER FOR LIGHT POLE? $�; 19.65 IRRIGATION SYSTEM E.E. UNKNOWN � 1 I WATER LE, UNKNOWN IN PLANTING STRIP .. .. ........ C PLANTER POWER cO LIGHT POLE?0 : Q PLANTING, STRIP * * NEW $ * 35 INV 21g :. 7 o I (PER TE4�* FILL. WITH: BANK wa CONSTRUCTION i 1pN* * * * * RUN GRAVEL., NOTES) I LAIC COMPACT: I EXPIR 1-6-2010 EXISTING GROUND PROPOSED , CRAKE {SLOPE PROPOSED: DOop : 4'x6' BOX CULVERT DRAIN) � I"_:� a�D� Axis�P0 _ . Sur-vcy & Mapping ..�....__ .. :...... .. _ ............... . .... ..... ., ..,........,...... . . . .,.. �' 3 o 13005 NE 126th PL S=0.0015 98 LF cf) 0 KIRKLAND, WA 98034 TEL. 425.823-5700 18 1 _. -� 5=0.0048 9%! FAX 425.823-6700 4'x6' CONC. BOX CULVERT '' � y Approved I 7 REVISED OHPW AND OHCOM LIME LOCATI NO. I REVISION WC � 6 7 7 SURVEYM - DESONM. . B. P.m. CFE>CIO>k S.co BY GATE APPR I ATwAl: AS BUILT DRAWING AS BUILT DRAWING NOTE: MEASURE DOWNS TO BOTTOM OF BOX CULVERT TAKEN AT ACCESS MANHOLES. SLOPES CALCULATED ALONG CENTERLINE OF BOX CULVERT BETWEEN ACCESS RISERS. CENTERLINE OF BOX CULVERT ANGLE POINT POSITIONS CALCULATED FROM PLAN ENTITLED "6070 TRENCH, TRENCH LAYOUT DETAILS, RENTON VILLAGE STORM SYSTEM" BY UTILITY VAULT DATED 7/2/07 STORM DRAINAGE NOTES CONTRACTOR SHALL REMOVE AND WASTEHAUL_ EXISTING AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION 0 CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF (SEE SPECS,' AND INSTALL. PERMANENT CONCRETE PLUG IN END OF EXISTING ING STORM DRAIN PIPE AND ABANDON PIPE IN PLACE. 0 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. CONTRACTOR SHALL. MAINTAIN " MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND CAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN " FOR REVIEW BY CITY. 0 CONTRACTOR SMALL INSTALL WATER LIFE PER SPECS, CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL. SEPARATION BETWEEN CATCH BASIN AND WATER LINE_ CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. CONTRACTOR SMALL. COORDINATE UTILITY RELOCATIONS WITH UTILITY OWNERS. 100 PRIOR TO CONSTRUCTION, CONTRACTOR SMALL POTHOLE EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTARILITY WITH SOX CULVERT. 1 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING STORMPIPE TO NEW SOX CULVERT, LOCATION OF " PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE, CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 04 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP --RAP TO BE REMOVED, AS NEEDED, CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT ., r I�LASe,_��,S �i� O PROTECT EXISTING SEWER LINE PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. ClREMOVE 1 " IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA, D PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. CONTRACTOR SHALL FURNISH AND INSTALL TELEPHONE VAULT" TO CONNECT TO EXISTING SYSTEM. CONTRACTOR SHALL COORDINATE WITH UTILITY, RECOMMENDED FOR APPROVAL By,_Daniel Carey---- Date,-4/9/07- By, ---------------- Date, -------- BY! Date: -------- BY`---------------- Dater------- 12 � 7 �l 1114F ��_ TO VILLAGE STORM SYSTEM PROJECT 07 PAGE i DRAM M NM PLAN AND PROFILE SHM. OR 12 AS BUILT DRAWING CATCH BASIN RICE EL=27°41 "PVC N IE=25.51 4"PVC E IE=24.01 S" S IE=23.41 00 EX. 8" DDCVA IN VAULT SSMH RIM EL=26.45 " E�W IE=16.45 12" S IE=16.95"'(1�.97) 6" NE IE=17.75 6" NW IE=17.75 N AS BUILT DRAWING NOTE: SMH - _ MEASURE DOWNS TO BOTTOM OF BOX CULVERT TAKEN AT RIM EL2.2„ ACCESS MANHOLES. SLOPES CALCULATED ALONG 6 NW IE=17° 1 CENTERLINE OF BOX CULVERT BETWEEN ACCESS RISERS. 8" SW IE=17.91 CENTERLINE OF BOX CULVERT ANGLE POINT POSITIONS CALCULATED FROM PLAN ENTITLED "6070 TRENCH, TRENCH BATCH 2 . ' LAYOUT DETAILS, RENTON VILLAGE STORM SYSTEM" BY 6"PVCC NNE E IE2°30 6L UTILITY VAULT DATED 7/2/07 6 PRECAST OR CAST-?N PLACE BACK- �_�' POWER---`-- BOX CULVERT ANGLE SECTION SSMH m GENERATOR RIM EL= 29.1.E WITH RISER, S EW IE=16.59 i GAS DETER----�--- SEE DETAIL B WITH 17°44 �; = IISOI-LARO 12" UN��` NE IEKNOWN SEWER 24" CONNECTION (PER CONSTRUCTION UNKNOWN STORM (PER`� NOTES) CONSTRUCTION NOTES) ,,,.,...8 V AU EX. IRE SPRINKLER I �---A O SS RISER f�� 3s E X 1 5 " � 3 (PLAN W-2114 ; W f .. 9 # T.O.P. 12" S=18. o SURVEY CONTR`0 -�, ON UCT N PT.# 10104 ) 18 , N=174301.57 `' atia � E-1299251.32 + SEWER tig ANC �M XI PIPE ' Z PLUG CATCH PASIN "a ` 1 RIM EL27.19 � 8" N IE=21.94 6" S IE= 1.94 PR ST OR CAST -IN P BO tiaaa �' CULV eANGLE SEC WIT MISER, SEE DE 1)* oa N W.._8"- IE=21.89 (PER CONSTRUCTION P, 5 NOTES) Ai�&�SS RISER #2, TD. COVER MA C - STA. 12+73.83 I 8' LEFT I NOTES: °AIM=26.5± AS -BUILT SURVEY BASED ON CONTROL SHOWN ON THE DIGITAL COPY OF THESE ENGINEERING 2 STW GAS I.,E, 24.33 PLANS PROVIDED BY CLIENT AND f' HAS NOT BEEN CONFIRMED. 2" TEL. LE,, 24,33 AS -BUILT DATA BASED ON SURVEY m by RIM EL=-28.41 ,. CATCH BASIN RIM EL=25.21 6"DI E IE=24.01 SURVEY C R PT,# 103 E N =17 6µ„_ E=1 9 D. COVER �.9 k 13+57.9 METER I/ z L 2 .0. P, I & �. tig' 16 ag a . �- -- ` 0� 28.32 AS-B LT URBCiY 2 GAS +�a. 2' DEEP 2" G (PER CONSTRUCTION NOTES) -2'D'P (PER ONSTRUCTION NOTES) STA. 12+7(1� f. I ION BASELINE AN N=', m76.11 .�...- =1299256.33 ` 4'/ �__ TED ON MARCH 4 2008 COMPLETED ACCESS RISER #2Z AND CAN ONLY BE CONSIDERRED - AS REPRESENTING THE CONDITIONS -• AT THAT TIME. DATA TAKEN FROM CONSTRUCTION NOTES HAS NOT CONNECT EXISTING 8" 9D BEEN CONFIRMED BY AXIS AND IS I E UNKNOWN 1 1 APPROXIMATE. I 1?" r q,4NjIT`A. �FVJFR u� a30k 57 �9 T TE ** N AL LAND EXPIRES: 1-6-2010 NJ- I-m l AxisZ LZLIJ 20 GO Survey (S, Mapping ............:.. 13005 NE 126th PL KIRKLAND, WA 98034 TEL. 425.823-5700 FAX 425.823-6700 15 Approved B 7 0 • -AS B CURB ( �R � 1 +00 - a E--T oa%:..:.',',.%�'„ - A,N,,,,,.-� fig, g. L AS-BU`LT CURB �vQ � p + C NSTRUCTI,6N BASELINE ANGLE POINT N 174323, 5 E= 129935,k59 INT' a......�.�a._ .. 2 1 + 0 C CASING EL.= 10 42"CO C. STORM I.E. 19°6±: PLASTIC 25.2 ## Q W GAS :2..... .:.... ............................. O :... P O� DIDh`T FIND 2" C TL 1, E. 26° ( . ........... ..:.,F'IF'..........:....... REVISED OHPW AND OHCOM LINE LOCATIONS NO. I REVISION 15+CSC DWC I 50/ 7 =wE' : SAC 6 2o07 BY DATE I APPF APPRavm-'_ 4 m 96CATCH BASIN ' IM EL=2S.67 6 PVC E IE=23.96 42"CC NE IE=20.92 " +�a 42"CC SW IE=20.88 48"CC SE IE=20.84 14 4"0 gti RIM E .48 . hg 4 " C NW I =20,73 29.52 2"CC E I =20, 2 SCALE: 1 "-- 20' 'ALL 48 HOURSD( 1 O- - 55 � • - gySTORM DRAINAGENOTES 3fr N -174391,97 tig BH®. ALT E= 12995 4.55 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING -.H ti� RIM E, --- 29.52 AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. e$ -CONNECK , CONTRACTOR SHALL PROTECT EXISTING STORM PIPE �.. DURING CONSTRUCTION 32� WATER LINE , --�,~ X. -- CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF RELOCATION" +h,SHEET 7 (SEE SPECS.) AND IINSTAL.L. PERMANENT CONCRETE PLUG IN END OF EXISTING STORM DRAIN PIPE AND ABANDON 36" SEW'- INST� OJECT PIPE IN PLACE. ENO vIENT SIGN 20ROM ' CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR ENF) OF WAI F �s >� SHALL. USE ETHAFOAM PAD AS SEPARATION BETWEEN A CESS I �4 -_. M SS U""II�ITIES I-IE �E VERTICAL SEPARATION IS LESS THAN " STD. OVER L= 2 STA, 15 N 1 E W IE- .57 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING k�I1< 0 "1u. ' " C S IE = STORM DRAIN PIPE, " a1. �V S P V� ..� �.,• �o I I CONTRACTOR SHALL MAINTAIN 8" MINIMUM HORIZONTAL o, - SEPARATION BETWEEN CATCH BASIN AND GAS LINE. 2 _ "x CONTRACTOR SHAL.IIDENTIFY ANY SEPARATION LESS m THAN FOR REVIEW BY CITY. x 4. 3 IN W�, _€.ER T. .P. ._...._.._....- -ISSEE SF � 8 p CONTRACTOR SHALL INSTALL 'CATER LINE PER SPECS. SPRINKLER 1AT MH (PER �� . VALVE � � CONSTRUCTION CONTRACTOR SHALL MAINTAIN � MINIMUM HORIZONS"�L_ �9 NOTES) 'SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL. IDENTIFY ANY SEPARATION LESS 'Q WATER VAUL I THAN 1 FOR REVIEW BY CITY. CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS STA° 1+4.17 WITH UTILITY OWNERS. PROMO EDUCULVERT NGLE POIN 100 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE E=129 521,46 EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTABILI Y A11TN ROX CHI \ -PT 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING STORM 'PIPE TO NEW BOX CULVERT. LOCATION OF 8" ACCESS RISER #4 PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE, 40 CONTRACTOR TO STAY UNDER 33 FOOT HEIGHT '18" SANITARY SEWER RESTRICTION SET BY SEATTLE CITY LIGHT. 1 I.E. 17 25± I 13 LOCATIONS OF GEOTECH BORE HOLES ARE WATER 'LE, 24,9± APPROXIMATE, 35 1 � CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND ............... ,TES) DELIVERY TO CITY SHOP, COORDINATE DELIVERY WITH STA. 16+b03.39 SHOP. RIP -RAP TO RE REMOVED AS NEEDED. EXIST CB 5 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENI. W. 30 MEASURES TO PROTECT EXISTING SEWER LINE .... ............ RELOCATE � * - 18 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER 12'� WATER pP 2' CONSTRUCTION. *�T A• 15.72 25 3 PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL, .......:.._ ...... ........ REMOVE 1 " IRRIGATION PIPE. RESTORE POWER AND 4'x6' CONC. BOX CULVERT WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION 76 LF s=e-eeee 0.0008 PASSES AREA, 20 ... .......... . �g PROJECT SIGN PER CITY DETAIL, SEE SPECI; IC TIONS. 1. E, :21.03 2',, CONTRACTOR RACTOR TO MAINTIAN 15 FOOT CLEARANCE FROM PS.E. OVERHEAD POWER LINES, ......... ......... :........-.,I.iJTi.,Im, FIt,. I..=.:.a.)......... __ \-.-- POTI OLED LOCAT' ON (IE = 11.25) FOUND BY PROBING DUE TO GROUNDWATER SEE ,:SHEET 11, DETAIL 410 HORIZONTAL SCALE: :1"-20' VERTICAL SCALE: :1 "~`' 16+00 RECOMMENDED FOR APPROVAL By, -Daniel Carey---- Date: -4/9/07_ By`---------------- Dater------- By`---------------- Dater------- By`---------------- Date, -------- 'f p�7E: 4/6/07 RENTON VILLAGE STORMSYSTEM PROJECT � RUDSOM xFINE PLAN AND PROFILE SHM 5 of 12 1f�N+kkl1Y!avM....,.r..•«rai,Y..wr..aYri.Miwr�,•s-,.., .,.:r. ..,. a , ,,sri+d,elY+Jf-.iPp:. 1 tz (n ❑ x 77 P . { o x: •-! ��. a rf X ►- W O Z 0 crr m m -•�i. 4 1, Z W w W x O (3 r ►, cocoZ W Cn N O s F- O Z U) g -, . U 3 s z O Z w r= r U .-, o W ¢ J Z H W I tt� (n Q F- o o x O¢ C� z r, w V) Z Z w o W Y Q ,. O V d W. O IZ Q .r••t t••t m H O J Z > �ZQ'' 3 X wJ YL7 U JO H r- wQ W H O nxO _, � •iil.'F? M ZJ = W ri U) `-'= O a >LOZLOc�mm •. 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O , Q ��iL j W1a f: ''•L'0. ;l L(','�`o i11.60-I*'iit CUT & CAP 2" MPE CAP 18'S CL @ STA. 13+60 'S CL 'W CL TIE-INS 2" MPE HV TEE @ 18'S CL @ STA. 13+58 'S CL 'W CL 2"x900 MPE ELL- 23'S CL @ STA. 13+58 Q 'S CL 'W CL 10 TI E-I P' 2" MPE HV TEE 18'S CL @ STA. 15+55 'S CL 'W CL CUT & CAP 2" MPE CAP 18'S CL @ STA. 15+52 'S CL 'W CL 2"x90° MPE ELL 2TS CL @ STA. 15+55 Q 'S CL 'W CL PL 0 T PLAN SCALE: 1 = 50 AM AO` ND S 1,08 1-1/4" PE IP SERV a STANDARD GAS CONSTRUCTION NOTES: 1. FIELD LOCATE ALL UNDERGROUND UTILITIES. EXCAVATOR TO CALL "ONE -CALL" TWO WORKING DAYS PRIOR TO TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. IN KITTITAS COUNTY CALL: 1-800-553-4344 2. NOTIFY APPROPRIATE PERMITTING AGENCY PRIOR TO JOB START (SEE PERMIT REQUIRMENTS). 3. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES. 4. EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. 5, NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE. 6, ANY CHANGE IN ROUTE, PIPE SIZE/TYPE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY THE APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE. 7. COMPLETE "PIPE CONDITION REPORT" ON ALL METALIC PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE BOX (TEST LEAD) INSTALLATION. 8. PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2500. 9. INSTALL MAIN VALVES OUT OF TRAFFIC WHERE POSSIBLE. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525.2600 FOR ALL HP VALVES IF THE LOCATION IS NOT READILY ACCESSIBLE, AND FOR ALL VALVES WHERE PERSISTANT SNOWFALL MAY OBSCURE THE VALVE BOX. 10. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS SHOWN ON THIS DESIGN UNLESS APPROVED BY APPROPRIATE PSE ENGINEER OR PSE REPRESENTATIVE, 11. SYSTEM MAOP DENOTED BY: ISYSTEM MAOP = 4 - PSIG 12. GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED. 13. RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION. 14. PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3300, AND 2525.1200. 15. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300 AND 2525.3400. 16. IF METALLIC PIPE IS INVOLVED, COORDINATE INSTALLATION WITH CP TECH. ......... PHONE--------- 17. NOTE ALL ACTUAL FOOTAGE, LOCATION AND MATERIAL CHANGES ON THE AS -BUILT IN RED. ( ') DENOTES FOOTAGE BETWEEN FITTINGS. 18, EXCESS FLOW VALVE TO BE INSTALLED ON ALL NEW RESIDENTIAL SERVICES PER COS 2500.2200. (RECORD ALL INFORMATION ON D-4 CARD) STANDARD IP & LP GAS REPLACEMENT CONSTRUCTION NOTES 1. NOTIFY GAS CUSTOMERS, OR DISTRIBUTE FLYER #1443 A MINIMUM OF TWO WORKING DAYS PRIOR TO A PLANNED OUTAGE. 2. INSTALL ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE. INSTALL ANODE AND TEST LEAD WIRES PER PSE GAS OPERATING STANDARD 2525.2300. 3. MAINTAIN CATHODIC PROTECTION FOR STEEL MAINS BY THE USE OF CONTINUITY BONDS OR OTHER MEANS DETERMINED BY THE PSE CORROSION ENGINEER PER PSE GAS OPERATING STANDARD 2600.1300. 4. INSTALL ANODES AND TEST LEAD WIRES AS REQUIRED PER PSE GAS FIELD PROCEDURES 4515.1000 AND 4515.1020 AND PSE GAS OPERATING STANDARD 2600.1200, TEST LEAD WIRES ARE REQUIRED ON ALL TRANSITION FITTINGS. 5. INSTALL CURB VALVE AT PROPERTY LINE OR 5/8" PE WHIP AT MAIN (AS REQUIRED) ON NEW AND EXISTING SERVICES PER PSE GAS OPERATING STANDARD 2550.16000. 6. REFER TO PSE GAS OPERATING STANDARD 2525.1700 FOR MAIN AND SERVICE COVER REQUIREMENTS. 7. MAINS AND SERVICES SHALL BE TESTED AND PURGED PER PSE GAS OPERATING STANDARDS 2525.3300, 2525,3400 AND 2525,1200, AND PSE GAS FIELD PROCEDURE 4700.1500. B. PROJECT MANAGER TO MAKE EGOR RUN IMMEDIATELY PRIOR TO STARTING CONSTRUCTION. 9. INSTALL REPLACEMENT MAINS PER PSE GAS OPERATING STANDARDS 2525.2100 FOR INSERTIONS AND 2525.3600 FOR ABANDONMENT OR DEACTIVATION. 10. PLUG ENDS OF DEACTIVATED OR INSERTED MAINS AND SERVICES IN ACCORDANCE WITH PSE GAS OPERATING STANDARDS 2525.2100 AND 2525.3600. 11. REMOVE OR RENDER INOPERABLE DEACTIVATED VALVES ON CASING WHERE MPE PIPE IS INSERTED. 12. INSIDE METER SETS SHALL BE MOVED OUTSIDE WHENEVER POSSIBLE OR SET REGULATORS AND VENTS OUTSIDE PER PSE GAS OPERATING STANDARDS 2575.2300 AND 2550.1700. 13. REPLACE EXISTING ACTIVE SERVICES PER PSE GAS OPERATING STANDARDS 2525.2100 AND 2575.2300. 14. REPLACE ALL "NO RECORD" SERVICES AND 1-1/8" PE SERVICES INSTALLED PRIOR TO 1985. 15. ACTIVE SERVICES TO BE REPLACED DENOTED BY: XX 16 15 14 13 12 11 10 9 8 7 5 2 CAP, 2" MED. DENSITY PE 5200649 4 2 HIGH VOLUME TAPPING TEE, 2" x 2" MED. DENSITY PE 9996711 3 2 ELL, 2"X90' MED. DENSITY PE 6000484 2 197' CP WIRE, #14 COPPER TRACER 8500940 1 197' PIPE, 2" COIL MED. DENSITY PE 7000261 ITEM QTY DESCRIPTION PART NO. 16 1 BILL OF MATERIAL GAS MAIN INSTALLATION/RETIREMENT TypeMork Pipe Size Type Estimated Length Actual Length Manufacturer` INSTALL 2" MPE 197' RETIRE 2" MPE 185' 1989 GAS MAIN PRESSURE & TESTING TYPE TEST PRESSURE TESTED BY DATE ON TIME ON DATE OFF TIME OFF TYPE TEST PRESSURE TESTED BY DATE ON TIME ON DATE OFF TIME OFF ,Design Press 60 siSYS MAOP 45 psig PROJECT PHASE NOTIF# MAT# ORDER# N a O SAP Superior Service/Meter Service/Meter Service/Meter Service/Meter Ind. Service Ind. MSA Dis. Reg. / FT HP Svc/MSA Relocate Retirement 10728109 MRS 109036509 10744884 MRT 108538951 Contractor: CONSTRUCTION COST CODES: 071-102-2 Project Manager Contact Information: TOM LING CELL: 206-396-6832 EMAIL: tom.ling@pse.com Vicinity Map WORK SITE Owner/ Developer Contact Info N/A ATTN: office CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-2711 Renton Village