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HomeMy WebLinkAboutSWP272899(3) to/oe/2001 14:07 CITY TRANSFER OF KENT INC 4 914254307241 NO.2eo D01 i City Transfer, Inc. � a cnr M TRAN5FjTR INC. v �Qp rE gvQQ I i TO; Gary Schimek COMPANY: City o Renton .DATE; I.WWI FROM., Audra Mettler TOTAL # Of 7 (INCI UDING COVER) SUB ECT: Submittals Please note: I sent a containing most of the submittals. It should be to you by I0:30am tomorrow. These items came in too late to make it with the others so I am faxing them to ou now &.i will Put the originals in the mail tomorrow. I ain inc-fudiM my transmittal log so you can see what is coining to you &what is missin .I show after you receive the deliven/you will only be missing the material specs for the Class B _Asphalt Northwest Pavin assures me they will have it tome toAay or tomorrow, they have just changed products & do not have their news ecs yet, Lf Mpu have any questions please irive me a call. Thank You! 1F YOU DO NOT RECEIVE ALL OF THESE PLEASE CALL. (253) 850-1775 FAX#: (253) 550-1797 TTI,iS DOCU?a- TIS BEING TRANSMITTED TO FAX# 425-43D-7241 10i08i2001 14:27 CITY TRANSFER OF KENT INC 4 914254307241 NO.280 P02 Transmittal Log Maplewood Golf Course Regrade � CTI Job#01-19 Trans # Descri tion Submit Date Comments I 1 Structural fill s ec. 2-03.3 14 10/8/01 UPS 2 crushed surfaci►� sec. 4-04.1 1018/01 UPS 3 topsoil (spec. a-01.3 2 & 9-14.1 1 10/8/01 UPS 4 Sod sub. Re uest s ec 8-02.2 10/8/01 UPS faxed 10/8101 & mailed 5 Contractors Progress schedule Ian 10/e/01 8 Storm sewer pipe mat. (spec. 7-04.2 1018/01 UPS 7 pipe bedding mat. (spec. 7-17.3 1 B 10/8/01 UPS 8 pipe foundation mat. (spec. 7-17.3 1 C 10/8/01 UPS 9 BF storm trenches (spec. 7-17.3 3 10/8/01 UPS 10 Fair Practices Policy- US Fi ter 10/8101 UPS 10 Fair Practices Policy - Northwest Asphalt 10/8101 UPS faxed 10001 & mailed 11 Fair Practices Policy - JB Instant Lawn 1019/01 Waiting for specs, should 12 Class B Asphalt have by 10/9/01 RACTO� Structural Fill Submittal urY Submission Date: October 2, 2001 e TRANSFER INC �q_TE S%3 Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Structural Fill Material - Sec. 2-03.3 (14) Attached are the material specifications for the structural fill to be used on this project. Contractors signature: Stan McAllister Project Superintendent 2720 E. Valley Hwy. Ealt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 - , ,l =:'5,_,H FROM: -7 P:i, i ASTM Cl 17-90/ C136-84a :..AS DATA:i SiEVE ANALYSIS ;ICI-JECT NO. SANIPLED BY DATE SAMPLE ID p- =PANED BY ' ;' DATE: ,,� TESTED BY, DA T�� '—ENT: CTI , OC.aTION: SHAKER: Rainhar? 12" SIEVES. 318",44, #10, SCALE, OHAUS,NAV. OVEN: HIS M-30LT 40ff 1 e'^ A. TOTAL SAMPLE WEIGHT B. -3l4"SIE' C. MOiSTURE TOTAL Wt.( + , ): TARE NO.: TARE NO.: TARE WT, TARE WT.: TARE WT.: TOTAL'AlT. (- #ire): IGHT OF SAMPLE {-tar®} WEIGHT OF SAMPLE {-;are) €I. +W4" SIEVE WET:f q ',DIET: T + ?ld: { + #ar ; DRY: DRY: INT. (before wash) ibefcra wash] ` `r'd'= OAT + 3i'4: (- tare) DRY WATER ',1+1T.: t I T'7TA! �1;{T.: - tare), (a�sr washI (after wash) ti i "/a PASSING 31$"SIEVE t`_�#r '/a PASSING#200 51E11E� % MOISTURE: _ E. SPEC"IFI ATtCN: _ irl MATERIAL HAND SIEVED IN APPROPRIATE WrREMENTS F. COURSE SIEVE G: PINE SII`vE RETA NED PASS ! HIGH# in. t.#. RETAaNE PASS RESULTS 3/8" 2.5 #4 101 1,25 _ #200' r DDJ ITICR,�AL ;.a ST; Iii s i ameO June 8, 2001 0-93M-00087-A T04 City Transfer, Inc. 2720 E. Valley Highway E. Sumner, Washington 98390 Attention: Mr. Keith Benson, Vice President Subject: Supplement No. 1: Additional Analytical Testing Borrow Source Pre-Qualification Report: Stockpiled Fill Soils at Stoneway Pit., Group 3 Material 6808 S. 140th Street S. Renton, Washington Dear Mr. Benson: At your request, AMEC Earth & Environmental, Inc. (AMEC) is submitting this letter in response to review comments regarding our Stockpiled Soils From The Summit Ridge and Lincoln Square Borrow Sites Stoneway Pit letter (1-93M-00087-A T02) dated May 14, 2001. Specifically, we were requested to perform additional analytical sampling of the stockpiled soils originally generated from excavations at the Summit Ridge and Lincoln Square sites in Bellevue, Washington. The additional sampling was requested within an email from Beth Clark with the Port of Seattle, on June 6, 2001. The additional analytical sampling was performed as required as part of the pre-qualification submittal. Within this email we were also requested to provide an estimate of the volume of material stockpiled, which we estimate at 275,000 cubic yards. We were to make a statement concerning the likely origin of the stockpiled soils. In our opinion, the stockpiled soils that we observed at the Stoneway Pit are consistent with those soils that were excavated at the Summit Ridge and Lincoln Square borrow source sites. Additional Sampling and Analytical Testing As requested, we obtained additional analytical samples from the site on June 4, 2001. Due to the detection of a relatively low concentration (85 ppm) of heavy oil-range petroleum hydrocarbons within sample GS-1, we were requested to obtain three samples in the immediate AMEC Earth&Environmental, Inc. 11335 N.E. 122"d Way,Suite 100 Kirkland,Washington USA 98034 Tel (425)820-4669 Fax (425)821-3914 www.amec.com S:\WORDPROC\_Projecls\Tacoma\00087 City TransfeAT04-Stoneway Stockpile Addtn sampling.doc ameO City Transfer, Inc. 1-93M-00087-A T04 June 8,2001 Page 2 vicinity of the location of sample GS-1. Also, due to the volume of material stockpiled (approximately 275,000 cubic yards) two additional tests were performed to meet the Port of Seattle's sampling matrix, for a total of six samples, not including the additional three to confirm the results of GS-1. A total of six samples were also submitted for metals analyses. The results of the analytical analyses are shown on Table 1 and Table 2 below. It should be noted that we have included the analytical results from our previous sampling event within the aforementioned tables. Analytical test results from the samples we obtained on May 31, 2001 and on June 4, 2001, disclosed the samples to have no concentrations measured above the method detection limits for gasoline-range petroleum hydrocarbons, or heavy oil-range petroleum hydrocarbons, with the exception of GS-1 obtained on May 31, 2001. Concentrations of the eight metal analytes, from both sampling events, indicated no detectable concentrations or concentrations similar to natural background levels. TABLE 1 SUMMARY OF ANALYTICAL RESULTS TEST RESULT ON SOIL SAMPLES: PETROLEUM HYDROCARBONS STOCKPILED SOILS AT THE STONEWAY PIT, RENTON, WASHINGTON Sample No. Date NWTPH- Gx/BTEX TPH-G TPH-D TPH-O Collected (ppm) (ppm) (ppm) (ppm) GS-1 5/31/01 ND NT ND11j 851j GS-1A 6/4/01 NT ND ND ND GS-1 B 6/4/01 NT ND ND ND GS-1 C 6/4/01 NT ND ND7 ND GS-2 5/31/01 ND NT ND(') ND(') GS-3 5/31/01 ND NT ND(') ND ') GS-4 5/31/01 ND NT ND ' ND11) GS-5 6/4/01 NT ND ND ND GS-6 6/4/01 NT ND ND ND MTCA Method °A" Cleanup 100 100 200 200 Level ND = Non-detectable contaminant concentrations (below Practical Quantitation Limit) NT= Not tested MTCA=Washington State, Model Toxics Control Act NWTPH-Gx/BTEX= Gasoline-range petroleum hydrocarbons by Northwest Method TPH-G/BTEX TPH-D, TPH-O = Diesel-, and heavy oil-range petroleum hydrocarbons by Northwest Method NWTPH-D extended (2) TPH-G, TPH-D, TPH-O = Gasoline-, diesel-, and heavy oil-range petroleum hydrocarbons by Washington State Method WTPH-HCID SAWORDPROC\_Projects\Tacoma\00087 City Transfer\T04-Stoneway Stockpile Addtn sampling.doc City Transfer, Inc. 1-93M-00087-A T04 June 8, 2001 Page 3 TABLE 2 SUMMARY OF ANALYTICAL RESULTS TEST RESULT ON SOIL SAMPLES: METALS STOCKPILED SOILS AT THE STONEWAY PIT, RENTON, WASHINGTON Sample Date Ag As Ba Cd Cr Hg Pb Se Number Sampled S-1 5/7/01 ND ND 33 ND 17 ND ND ND S-2 5/7/01 ND ND 57 ND 26 ND ND ND S-3 5/17/01 ND ND 52 ND 27 ND ND ND S-4 5/17/01 ND ND 54 ND 16 ND ND ND S-5 5/17/01 ND ND 43 ND 20 ND ND ND S-6 5/17/01 ND ND 46 ND 18 ND ND ND MTCA Method A 74 20.0 920.0 2.0 100.0 1.0 250.0 5 Cleanup Level MTCA=Washington State, Model Toxic Control Act Ag = Silver, As =Arsenic, Ba = Barium, Cd = Cadmium, Cr= Chromium, Hg = Mercury, Pb = Lead, Se = Selenium Ag, Ba, Cd, Cr by EPA Method 6010B, As by EPA Method 7060, Hg by EPA Method 7471, Pb by EPA Method 7421, Se by EPA Method 7740 All results in parts per million (ppm) ND = Non-detectable contaminant concentrations (below Practical Quantitation Limit) N/A= Not Applicable Shaded Areas = In excess of MTCA Method A Cleanup Levels cu S 5.AWORI A IIii>C1 l yuJoclSV l arunI,MOM/0dy I i.ucdci V Ud Slonoway Slot I, AJdln�.tunphnp doc ameO City Transfer, Inc. 1-93M-00087-A T04 June 8, 2001 Page 4 CONCLUSIONS AND RECOMMENDATIONS Based on our previous study and our recent sampling and testing, AMEC concludes the following: • Our previous and current analytical testing performed on the soil samples by AMEC indicates the stockpiled soils at the Stoneway Pit do not have any detectable levels of petroleum hydrocarbons (with the exception noted previously) or levels of metals above background concentrations. • Based upon our understanding of the stockpiling process and our previous work on the three sites, it is AMEC's opinion that stockpiling of the fill material from the Summit Ridge and Lincoln Square sites at the Stoneway Pit has not adversely, affected the condition of the fill material. • The level of testing performed and reviewed by AMEC is an accurate representation of the material being considered for general embankment fill. In summary, it is our opinion the stockpiled soils at the Stoneway should be re-approved as a fill the Third Runway: Embankment Construction—Phase 4 project. 3:\WOROPROC\_Projects\Tacoma\00087 City Transfer\T04-Stoneway Stockpile Addtn sampling.doc ameO City Transfer, Inc. 1-93M-00087-A T04 June 8,2001 Page 5 CLOSURE We hope that this letter adequately addresses all pertinent review comments. If you have any questions or desire additional clarification, please do not hesitate to contact us at your convenience. Sincerely, AMEC Earth & Environmental, Inc. DRRdd w�sS�f �v a z 23153 �w NAL E� EXPIRES 12/19/ p William J. Lockard, P.G. James S. Dransfield, P.E. Project Geologist Principal WJUJSD/kms Enclosures: Analytical Test Results and Certificates Distribution: Mr. Keith Benson, City Transfer, Inc. (8) S:\WORDPROC\_Projects\Tacoma\00087 City Transfer\T04-Stoneway Stockpile Addtn sampling.doc Bill Lockard -0106-019.doc _ _. .., _ Page 1 F I- 1 ' June 8,2001 Bill Lockard AMEC Earth&Environmental, Inc. 11335 NE 122nd Way,Suite 100 Kirkland,WA 98034 Re: Analytical Data for Project 1-93M-00087-A T04 Laboratory Reference No.0106-019 Dear Bill: Enclosed are the analytical results and associated quality control data for samples submitted on June 4,2001. The standard policy of OnSite Environmental Inc.is to store your samples for 30 days from the date of receipt. If you require longer storage,please contact the laboratory. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the data,or need additional information, please feel free to call me. Sincerely, f David Baumeister Project Manager Enclosures i k t f I Bill Lockard -0106-019.d.oc __.. _. .. ._ _. Page 2 i 2 Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 NWTPH-HCID Date Extracted: 6-5-01 Date Analyzed: 6-5-01 Matrix: Soil Units: mg/Kg (ppm) Client ID: GS- 1A GS- 1B GS- 1C Lab ID: 06-019-01 06-019-02 06-019-03 Gasoline: ND ND ND PQL: 22 22 22 Diesel Fuel: ND ND ND PQL: 55 54 54 Heavy Oil: ND ND ND PQL: 110 110 110 Surrogate Recovery: o-Terphenyl 100% 99% 105% Flags: Bill Lockard -0106-019.doc _ _ _.... - _�. Page i 3 Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 NWTPH-HCID Date Extracted: 6-5-01 Date Analyzed: 6-5-01 Matrix: Soil Units: mg/Kg (ppm) i Client ID: GS-5 GS-6 Lab ID: 06-019-04 06-019-05 i Gasoline: ND ND PQL: 21 22 Diesel Fuel: ND ND PQL: 53 54 i Heavy Oil: ND ND ' I PQL: 110 110 4 Surrogate Recovery: o-Terphenyl 96% 94% f Flags: t I f i i Bill Lockard -0106-019.doc Page 4 _ P f f 4 Date of Report:June 8,2001 Samples Submitted:June 4, 2001 Lab Traveler: 06-019 Project: 1-93M-00087-A T04 NWTPH-HCID METHOD BLANK QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5-01 Matrix: Soil Units: mg/Kg (ppm) Lab ID: M130605S1 Gasoline: ND PQL: 20 Diesel Fuel: ND PQL: 50 Heavy Oil: ND PQL: 100 Surrogate Recovery: o-Terphenyl 109% Flags !'Bill Lockard -0106-019.doc. _._ __ .._ Page 5 5 r Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 I Project: 1-93M-00087-A T04 TOTAL METALS EPA 6010B/7471A Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 I Matrix: Soil Units: mg/kg (ppm) Lab ID: 06-019-04 r Client ID: GS-5 r t i Analyte Method Result PQL C Arsenic 6010E ND 11 Barium 6010E 43 2.6 Cadmium 6010B ND 0.53 Chromium 6010B 20 0.53 t t Lead 6010E ND 5.3 Mercury 7471 A ND 0.26 Selenium 6010B ND 11 Silver 6010E ND 0.53 Bill Lockard-0106-019.doc A _ _ _ ,.T _ _..w. ,.. _ Page 6 6 Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 TOTAL METALS EPA 6010B17471A Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) i P Lab ID: 06-019-05 Client ID: GS-6 Analyte Method Result PQL f Arsenic 6010B ND 11 Barium 6010E 46 2.7 r i Cadmium 6010B ND 0.54 Chromium 6010E 18 0.54 i f Lead 6010B ND 5.4 Mercury 7471 A ND 0.27 r Selenium 6010B ND 11 Silver 6010E ND 0.54 i E f i t t c j Bill Lockard-0106-019.doc �._. , _._. _._._ a. Page 7 E 7 is t Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 TOTAL METALS EPA 6010B17471A METHOD BLANK QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) t Lab ID: M6060553&MB0605S5 Analyte Method Result PQL Arsenic 6010B ND 10 Barium 6010E ND 2.5 Cadmium 6010E ND 0.50 r Chromium 6010B ND 0.50 F Lead 6010E ND 5.0 e r Mercury 7471 A ND 0.25 Selenium 6010B ND 10 f Silver 6010B ND 0.50 i k G k F e I F i n Bill Lockard -0106-019.doc Page 8_ __ _ _ ' 6 8 Date of Report:June 8,2001 Samples Submitted:June 4, 2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 TOTAL METALS EPA 601013/7471A DUPLICATE QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) t Lab ID: 06-019-04 Sample Duplicate Analyte Result Result RPD PQL Flags Arsenic ND ND NA 10 Barium 40.8 50.0 20 2.5 Cadmium ND ND NA 0.50 Chromium 18.9 21.1 11 0.50 Lead ND ND NA 5.0 i Mercury ND ND NA 0.25 i Selenium ND ND NA 10 Silver ND ND NA 0.50 i f Bill Lockard -0106-019.doc _ _ . ,._ Page 9 s 9 r Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 i Project: 1-93M-00087-A T04 TOTAL METALS EPA 601OB17471A MS/MSD QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) Lab ID: 06-019-04 Spike Percent Percent Analyte Level MS Recovery MSD Recovery RPD Flags Arsenic 100 79.7 80 86.5 87 8.2 Barium 100 133 92 129 88 3.5 Cadmium 50 41.5 83 41.5 83 0 F Chromium 100 103 84 102 83 0.15 E Lead 250 217 87 215 86 0.95 Mercury 1.0 1.16 116 1.16 116 0 Selenium 100 91.4 91 98.3 98 7.3 s u Silver 50 44.5 89 43.5 87 2.4 F I c S f i E E yE 4 G p� e E J.Bill Lockard -0106-019.doc Page 10 10 Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 %MOISTURE Date Analyzed: 6-5-01 Client ID Lab ID % Moisture GS-1 A 06-019-01 9.0 GS-1 B 06-019-02 7.0 GS-1 C 06-019-03 8.0 GS-5 06-019-04 5.0 GS-6 06-019-05 8.0 -Bill Lockard -0106-019.doc f Page 11 11 t 14�m i r I OnSite Environmental Inc. i data qualifiers and abbreviations A-Due to a high sample concentration,the amount spiked is insufficient for meaningful MS/MSD recovery data. i I B-The analyte indicated was also found in the blank sample, pp' I C-The duplicate RPD is outside control limits due to high result variability when analyte concentrations are i within five times the quantitation limit. ; f D-Data from 1: dilution. j. E-The value reported exceeds the quantitation range,and is an estimate. f F-Surrogate recovery data is not available due to the high concentration of coeluting target compounds. G-Insufficient sample quantity for duplicate analysis. H-The analyte indicated is a common laboratory solvent and may have been introduced during sample t preparation,and be impacting the sample result. I I-Compound recovery is outside of the control limits. f J-The value reported was below the practical quantitation limit. The value is an estimate. K-Sample duplicate RPD is outside control limits due to sample inhomogeniety. The sample was re-extracted and re-analyzed with similar results. L-The RPD is outside of the control limits. M-Hydrocarbons in the gasoline range(toluene-napthalene)are present in the sample. O-Hydrocarbons outside the defined gasoline range are present in the sample; NWTPH-Dx recommended. P-The RPD of the detected concentrations between the two columns is greater than 40. Q-Surrogate recovery is outside of the control limits. S-Surrogate recovery data is not available due to the necessary dilution of the sample. T-The sample chromatogram is not similar to a typical U-The analyte was analyzed for,but was not detected above the reported sample quantitation limi?. V-Matrix Spike/Matrix Spike Duplicate recoveries are outside control limits due to matrix effects. k W-Matrix Spike/Matrix Spike Duplicate RPD are outside control limits due to matrix effects. X-Sample extract treated with a silica gel cleanup procedure. Y-Sample extract treated with an acid cleanup procedure. Z- ND-Not Detected at PQL MRL-Method Reporting Limit PQL-Practical Quantitation Limit RPD-Relative Percent Difference Page Bill Lockard-0105-228B.doc _ 1 • ykF C P 1 June 8,2001 Bill Lockard AMEC Earth &Environmental, Inc. f 6 11335 NE 122nd Way,Suite 100 f Kirkland,WA 98034 4 Re: Analytical Data for Project 1-93M-00087 T04 Laboratory Reference No.0105-228 i Dear Bill: i Enclosed are the analytical results and associated quality control data for samples submitted on May 31,2001. E The standard policy of OnSite Environmental Inc. is to store your samples for 30 days from the f"f date of receipt. If you require longer storage,please contact the laboratory. I We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the data,or need additional information,please feel free to call me. F Sincerely, F David Baumeister Project Manager Enclosures 4 i i I f !.Bill Lockard-0105-2286 doc Page 2 2 I i Date of Report:June 8,2001 Samples Submitted: May 31, 2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 j. i TOTAL METALS ' EPA 6010B/7471A r Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 I Matrix: Soil k Units: mg/kg (ppm) i Lab ID: 05-228-01 Client ID: GS-1 r I I i Analyte Method Result PQL I Arsenic 6010B ND 11 I Barium 6010B 33 2.7 I Cadmium 60108 ND 0.54 Chromium 6010B 17 0.54 a Lead 6010B ND 5.4 4 Mercury 7471A ND 0.27 Selenium 6010E ND 11 Silver 6010E ND 0.54 `Bill Lockard -0105-228B.doc Page 3 S F t. 3 Date of Report:June 8,2001 Samples Submitted: May 31, 2001 Lab Traveler: 05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 6010B/7471A Date Extracted: 6-5-01 Date Analyzed: 6-50-01 Matrix: Soil Units: mglkg (ppm) Lab ID: 05-228-02 Client ID: GS-2 Analyte Method Result PQL Arsenic 6010B ND 11 Barium 6010B 57 2.8 Cadmium 6010B ND 0.56 Chromium 6010E 26 0.56 L Lead 6010E ND 5.6 Mercury 7471A ND 0.28 a Selenium 6010B ND 11 Silver 6010E ND 0.56 % f d K t k 's f` 0 E Bill Lockard -0105-228B.doc __. _ _ .. .__.__ _..__. _ __.. Page 4 4 Date of Report:June 8,2001 Samples Submitted: May 31, 2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 i TOTAL METALS EPA 6010B/7471A i Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 i Matrix: Soil I Units: mg/kg (ppm) Lab ID: 05-228-03 Client ID: GS-3 4 i I f Analyte Method Result PQL f Arsenic 6010B ND 11 Barium 60106 52 2.9 I Cadmium 6010B ND 0.57 r Chromium 6010B 27 0.57 1 Lead 6010B ND 5.7 Mercury 7471A ND 0.29 Selenium 6010B ND 11 Silver 6010B ND 0.57 p I r Bill Lockard -0105-228B.doc _ _ _._. . _ _ Page 5 k' 5 t�t I Date of Report:June 8,2001 j Samples Submitted: May 31,2001 I Lab Traveler:05-228 Project: 1-93M-00087 T04 r TOTAL METALS EPA 60106/7471A i Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) Lab ID: 05-228-04 Client ID: GS-4 C Analyte Method Result PQL I Arsenic 6010E ND 11 i Barium 6010E 54 2.9 Cadmium 6010E ND 0.57 Chromium 6010E 16 0.57 Lead 6010E ND 5.7 Mercury 7471 A ND 0.29 Selenium 6010B ND 11 Silver 6010B ND 0.57 Bill Lockard -0105-2286.doc Page 6 6 Date of Report:June 8,2001 Samples Submitted: May 31,2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 6010 B/7471 A METHOD BLANK QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) 'r 4 C Lab ID: MB0605S3&MB0605S5 L f Analyte Method Result PQL Arsenic 6010B ND 10 1 Barium 6010B ND 2.5 Cadmium 6010E ND 0.50 �. F Chromium 6010E ND 0.50 ° c E Lead 6010E ND 5.0 Mercury 7471A ND 0.25 F Selenium 6010B ND 10 I I Silver 6010E ND 0.50 ( k k f K C 6 F r E E F I -Bill Lockard -0105-228B.doc _ _ _ Page 7 7 f f Date of Report:June 8,2001 Samples Submitted: May 31,2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 i TOTAL METALS EPA 6010B17471A DUPLICATE QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) E Lab ID: 06-019-04 Sample Duplicate Analyte Result Result RPD PQL Flags Arsenic ND ND NA 10 Barium 40.8 50.0 20 2.5 t Cadmium ND ND NA 0.50 f Chromium 18.9 21.1 11 0.50 t Lead ND ND NA 5.0 Mercury ND ND NA 0.25 t Selenium ND ND NA 10 i x Silver ND ND NA 0.50 i [E E@ E t 4 Y F€ P I r Bill Lockard 0105-2286.doc _ _ _ __ Page 8 F F 8 Date of Report:June 8,2001 Samples Submitted: May 31,2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 601013/7471A MS/MSD QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) t F f Lab ID: 06-019-04 i Spike Percent Percent Analyte Level MS Recovery MSD Recovery RPD Flags Arsenic 100 79.7 80 86.5 87 8.2 Barium 100 133 92 129 88 3.5 i F L Cadmium 50 41.5 83 41.5 83 0 i. i Chromium 100 103 84 102 83 0.15 i Lead 250 217 87 215 86 0.95 Mercury 1.0 1.16 116 1.16 116 0 F Selenium 100 91.4 91 98.3 98 7.3 Silver 50 44.5 89 43.5 87 2.4 I r r F b I F F rF k k t L F 6 F F k Bill Lockard -0105-228B.doc Page 9 9 OnSite Environmental Inc. data qualifiers and abbreviations A-Due to a high sample concentration,the amount spiked is insufficient for meaningful MS/MSD recovery data. B-The analyte indicated was also found in the blank sample. C-The duplicate RPD is outside control limits due to high result variability when analyte concentrations are within five times the quantitation limit. D-Data from 1: dilution. E-The value reported exceeds the quantitation range,and is an estimate. F-Surrogate recovery data is not available due to the high concentration of coeluting target compounds. G-Insufficient sample quantity for duplicate analysis. H-The analyte indicated is a common laboratory solvent and may have been introduced during sample preparation,and be impacting the sample result. I-Compound recovery is outside of the control limits. J-The value reported was below the practical quantitation limit. The value is an estimate. K-Sample duplicate RPD is outside control limits due to sample inhomogeniety. The sample was re-extracted and re-analyzed with similar results. L-The RPD is outside of the control limits. M-Hydrocarbons in the gasoline range(toluene-napthalene)are present in the sample. O-Hydrocarbons outside the defined gasoline range are present in the sample;NWTPH-Dx recommended. t P-The RPD of the detected concentrations between the two columns is greater than 40. Q-Surrogate recovery is outside of the control limits. S-Surrogate recovery data is not available due to the necessary dilution of the sample. T-The sample chromatogram is not similar to a typical U-The analyte was analyzed for,but was not detected above the reported sample quantitation limit. V-Matrix Spike/Matrix Spike Duplicate recoveries are outside control limits due to matrix effects. i It' W-Matrix Spike/Matrix Spike Duplicate RPD are outside control limits due to matrix effects. X-Sample extract treated with a silica gel cleanup procedure. Y-Sample extract treated with an acid cleanup procedure. Z- t ! ND-Not Detected at PQL MRL-Method Reporting Limit PQL-Practical Quantitation Limit RPD-Relative Percent Difference {rP t I [tt C`4p l' TZ 1Rq_Cl G cP Crushed Surfacing Submittal Igr Submission Date: October 2, 2001 CITY TRANSFER INC. q TE Sv Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for crushed Surfacing Material - Spec. 4-04.1. Attached are the material specifications for the crushed surfacing to be used on this proj ect. Contractors signature: Stan McAllister Project Superintendent 2720 E. Valley Hwy. Efst • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 INSPECTION&TESTING SERVICES SPEARS GEOTECHNICAL ENGINEERING i� n CONSTRUCTION MATERIALS ENGINEERING ENGINEERING & CONSTRUCTION/PROJECT MANAGEMENT SPECIAIJZING IN ROADS&BRIDGES TECHNICAL HTTP://W W W.SPEARS-EN GINEERING.COM SERVICES TEST RESULTS OBTAINED Date Received: 9/17/2001 ASINI D-2487 Unified Soils Classification System 1 Sample#: A-1505 GW,Well-gra(ed Gravel with Sand i Sample ID: Top Course Source: City Transfer,Inc. Duo=0.583 mm %Gravel= 56.4% Coeff.of Curvature,C=2.23 j Specifications DOJ)=3.090 min %Send= 39.5% Coeff.of Uniformity,C.= 12.31 1 WSDOT 9-03.9(3)Top Course D(60 7.173 mm %Silt&Clay=4.1% Fineness Modulus=5.23 1 Sample Meets Specs? Yes Liquid Limit=0.0% Plastic Limit=0.0% Plasticity Index=0.0% i Actual IInlerpolated _ CumulativeftCumulative GR_ Sieve Siz-e - Percent( Percent 1 Specs IS cs1tN $IZE DISTRIbUTION US Metric Passing: Passing viax N- 8n 6.00" 150.00 ' - 100.0% 100.0% lrl r r r +-+r+!'+!+'<+!+ n�F r rl-r- 100.0% hull I I 1 ulnll I I� nul l I I unn I I I cull I I I 4.00" 100.00 100.0?% i nlll I nlnll I I nnl I I I null I I I nnlll cull I I ulllll I Isj IIIIIII I I unnl I I unlll I I 3.00" 75.00 100.0°% 90.0% 90.0% i n11II +IIInI I I I ulul I I VIIIII 2.50" I 63.00 100.0% 1 2.00" { 50.00 I 100.0% nIII I I 1 null I ° yell I I WWII I I I ulnll IInII I I IIIIIII I I I'IIII I I Inllll I I unnl I I 5 100.0% ' I 80.0% Irlr rr r-7lrl nr�-r nlnr rl-r-rin rlrY7--mnrrl-r- 80.0% 1.75" i 45.00 I nIl t I I uInII fall I I nIII I I ullll I 1.50" 37.50 I j 100.0% E cull I I m II I I ulllll �rnlll I I Inllll I I IIIIII I ulllll I I ulllll I 1.25" 31.50 100.0% I 70.0% �I 11_I_ _�I _I__•I I}1_I_ _ I I_I _I__II I I-:-:- .0% LIIIII I UIIII unIII 1.00" 1 25.00 , 100.0% ` Lnlll I I I ulllll I I nl I I nl;n I I null 1 UIII I ulllll I I �I I null I nulls 7i8" I 22.40 100.0% I I n u l l 60-0%, Irltr.'-t--IITItIYy---nllrrlr - unn7y-I- -mnrrl--r- 60.0/0 3/4" } 19.00 j 100.0%j 100.0% 100.0% 100.0% A nl I I I I I uI I I I I I I ul I I I I I nn u I l I nnl I I I I � IUIIII I ulllll I I ul+l I I I null I I I Inllll I I I 5/3" 16.00 3 99.1% 99.140 � � cul l I I ulull I I un I I � nnul I I unII I I N �lucIlu Il I)l IIl _I i 12.50 37.9" 87.9O 50.0'/0 III 1uu1!ll Ill Ill llIll I III InnI1ll1ln+I:I I 1I 1 InnIIunIInuI IIl II1 II1 IuIn1n1�1l�II�IIl I I 50.0% a�012 i i l3i8 i 9.50 71.6% 71.6% 1/4" 6.30 55.6% 55.6% 75.0% 55.0% o A0.0% nU4ti1-Jn111JJ- pIHLI 4, _�;; ; �__ _ _ 40'0% o 44 i 4.75 43.6% 43.6% cull I null I null I�,I kIII I culls I nu l l I I ulllll I I nII l I I I `r null I I i nn 1 1 1 I I #8 I 2.360 24.0% I M null I I culls I I cull I nlll I I I ulnll I i I null I I IInIII I I IIIIIII I't Inr�Il I I ulnll I I #10 2.000 21.1°c 21.14% i 30.0% Ilrlrrl r urlrl I I nlrlrr r` Inlli l I nnrrrl 30.0% null I I ulllll I I cull l 1 1 +nnl I I I nInII #16 1.180 I5.1%i j j nlll I nn111 I I culls I+1 �nlnl I null #20 0.350 12.7% 12.7% ' ulll I I ulllll I I cull I I v nn I nulls I I 20.0%�+la_Ia��a-alilal��_I--uluJ.wl-�-.s�.l aa;a�I__wus.�I_,-_ 20.0% 1 #30 0.600 3 10.2% IFFnII I I I null 11 nnI I I I I\Ilan I I I Inll uI111 I I ulnll I I u:nll I I +ul•nl I I\ ulllll I I 0.425 1 8.4% 3.4410 124.0% I 8.0°10 1 '�'t0 ' I I I I I n I I I IUIIII I I Inllll nl�Irl 1 1 nIl I #50 0.300 7.lou 10.0% IlrTrrr-11rInT�-r-rnnrrrr-�m'r�-I--Irrrlrrl-,-- 10.0"6 1 culls I mull I I nnll�++� culls #60 0.250 6.6% f 6.6% ( null I nulls I I nlll I I I nlll l I �+�++�I�III I IUIIII I ulllll I I mall I I null I I I utrlll I I #30 0.180 5.S°% ` 0.0°/+ I 10.0% #100 0.150 5.4% 5.4% i 1000.00 100.00 10.00 1.00 0.10 0.01 #140 i 0.106 4.7% #170 0.090 4.4916 I Particle Size(mm) #200 0.075 1 4.1% 1 4.1% I 10.0% + 0.0% } + Sieve Sizes �-�-���--^,d as per. -�---��• �I cl Snrc: -••-sieve Results #270 0.053 c,PYUEt°°Specs Engmeeewg&Tccluuc el Srlviem PS.1996_000 Sand Equivalent: 71 Fracture Count: 98% single face fracture P.O.Box 1007 PHONE: (253)833-7967 Report#01003-066 AUBURN,WASHINGTON 98071-1007 FAX: (253)735-2867 Page 2 of 2 R A C l 7 ',3 Topsoil Submittal Submission Date: October 2, 2001 C CITY ,TRANSFER INC, qrE- SV Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Topsoil Material - Spec. 8-01.3(2) & 9-14.1(1). Attached are the material specifications for the topsoil to be used on this project. Contractors signature:_,�_v'-'-" Stan McAllister Project Superintendent 2720 E. Valley Hwy. Ealt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 INs?ECTION&TESTING SERVICES GEOTECHNICAL ENGINEERING SPEARS CONSTRIKP.ON MATERIALS ENGINEERING ENGINEERING & CONSTRUCTION/PROJECT MANAGEMENT SPECIALIZING IN ROACS$BRICG'cS TECHNICAL Hit?://W W'N.SPEARS--NGiNEEERING.COM SERVICES TEST RESULTS OBTAINED Date Received:fir'I�0) ASTNI D-Ur Unified Soils Classification System I) Sample::A-1153 S.NL Silty Sand S:mtple a):Buckley Fltune 80-20 Rod Zone Sand i( Sours City Transfer,[tic. Dr:,)�=0.o'_S Fran 2nt}avel=0.006 Crxtf.oPdtramar.C,:=1S2 II I Specifications B;•r,0.1!3 nan °o%and= ?:;p o C mtf d nifortnity.C 1: Ra><ZoneSand D,.) !!..;; rrrn ",Silt Et7a}•=_7.I1n Finatr-sMahrlu=1.35 j S:unpie Meets Specs':No LiGui�.lLirrut=').�,°, Fla-ticLinnr-0.(j°a 1,- ��!•o F't-ticih•G:�= �n Actual !Interpolated f (lmmlative I Ontntfative � Sieve Sire Percent I Percent ; Specs Specs CiRAfN SIZE�ISTR1LLx TION us Metric Passing Passing i N1= NIln i a 3 xi 6.00" ! 150.01) U)0,!)°'o i I ! 100.0ee .. . :.= r.���k i•+y-rr --i- r - 1 vG.v"� -I.w' i lfl!Lrl!) 100.u°o A�e. 3.0f r" I 'S.x) I IOO.u°n i 9Q09b \` 9G.G W <rr• =•'It)" � 50':0 I 100.u°b i I I i 1.7- I 45,A) I';glt)ao 90.C°e ......... • t 80.0% 1.50., i 37.40 100.t)°'o 1251, 31S0 100,00o I 7C.0% 70.0% 1 7$" _.A) IOO.I'P n 1 .i::{" 19!?J I IOQU°b I � � -•• ....... E0. o 31. 16 iv) 100.1, u j C i ._. i 100.0°o � dC�% . ---- - -- ----- ...... -{ J 75 1C'0.!;Ao 100.0°n U)0!,i°o iDO.v"0o j 1 .0% I =10 I _.Ofyi I '?.1°0 99.1°0 i 30.0' ii '1�►. 30.0% =10 1.l8fi `.li.iOo 14.5°n i 1p1).0°'0 33.(Pb j is 70.!)°'o SQ.iPo - - 20.0a20.0% =+0 O.O,t) 81 110 311°e =1V 1 0.42: i 73.10o i 73.1°o i I =s0 i 0.31Y) i e<ro° i 1GA°o i 10.0% _ I i:� -60 0.1_50 48.10n 48.1°o 3000o 10.lPo --40 I 0.11% ! 36a0o j 0,0:y *i 0096 =1!k) I 01M i 3110o i 32.14. TOiP-o 3.0°0 100.00 10.00 1.00 0.10 O.OT =170 I 0.Ow) Particle Size(mm) =3!)0 0.075 i 27.1°o i _7.1°'.i i '_0,6 1 0.0? 1 -'^_i0 � Q053 LL6°•o ; 11.6°'0 llM'o I 0.!�•0 1. �•-_..• ' 28.7% Organics by Volume P.O. Box 1007 PHONE: (253)833-7967 Report 4 00002-0 1 3 AUBURN,WAsHINGToti93071-1007 FAX: (253)735-2367 Page 2 of 2 'CRACT Tq Substitution Request Submission Date: October 3, 2001 TRANSFER„-'INC. Qv G,gTE..SVQ Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Substitution request for the sod material. (Spec 8-02.2) City Transfer and JB Instant Lawn are requesting approval to substitute the non-netted sod. We would like to use a non-netted sod consisting of- 32.53% Laredo Perennial Ryegrass 32.52%Manhattan 3 Perennial Ryegrass 32.52% JB 3 Perennial Ryegrass This sod contains a fair amount of Poa Annua. Poa Annua is an annual Bluegrass which will not affect use of the turf area in the future. Contractors signature: ZIZ40r��� Stan McAllister Project Superintendent 2720 E. Valley Hwy. Eatt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 RAC. 09J► A Off TRANSFER 1AC., FQ�9 TE S�QQv Maplewood Golf Course Regrade Plan of Operation • Mobilize to site on 9/15/01 and set up traffic controls. • Set up ecology block stockpile area in SE corner of staging area • Begin installation of construction fencing with silt fence following • Install storm sewer pipe • Remove and replant trees • As soon as shoreline permits are approved,begin asphalt removal and clearing and grubbing. This work will be ongoing starting just prior to fill placement and will proceed as fill operation progresses. We will start at station 7+50 +/- and work towards station 0+00 to allow trucks to travel on the existing asphalt. • Import and place structural fill • We will begin placement of topsoil prior to completion of structural fill if possible • Crushed rock and paving will start as soon as topsoil placement is complete. • Sod placement will begin when paving is complete. • Clean up of site and regrade of staging area and removal of any remaining material will follow sod placement. Maplewood Golf Course Regrade 7,'01 1 Oct 14,'01 Oct 21,'01 Oct 28,'01 Nov 4,'01 ID Task Name Duration M I T JWJ T I F S I S M T W T F S I S M T W T F S I S M T W T F S I S I M I T IW 1 Install Silt&Construction Fence 3 days 2 Install 4"Storm Sewer 1 day 3 Remove$Replant Trees 2 days 4 Irrigation Revisions 10 days 5 Clear&Grub - _ 8 days 6 Place Structural Fill - —10 days 7 Place Topsoil 4 days 8 Place Crushed Rock 1 day 9 Paving _ 2 days 10 Install Sod 5 days Page 1 � FLACr � V e' Storm Sewer Pipe Submittal G) Submission Date: October 2, 2001 cirr TRANSFER INC. 4 T E --s v Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Storm Sewer Pipe Material (Sec. 7-04.2) Attached are the manufacturer's specifications for the storm sewer pipe material to be used on this project. Contractors signature: _Ox ,a_,/ Stan McAllister Project Superintendent 2720 E. Valley Hwy. Ea1t • Sumner, WA 98390 P.O. 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'i--.� � a !: f; �* '<I`..I ;' �''�'� ry..li,rt�._ 1'�,,..►�-r�� ,;.,..�.,,, �..,"y�, _ - �x`w��i ?a:a r,4�.,,5+, �f' .I a<{p ,. .,y l� i0_O1 01 MON 09: 13 F_-k1 253 540 1141 USFilter Puyallup 004 i i , i N. 'H � ugh C , eteamr Pipe Eight years of intensive design and spigot joints provide fast,soil-tight production testing have led to the connections. Long 20-foot lengths introduction of N-12$HC 42"and 48" are easily transported (one truck can HOPE pipe. It features a smooth deliver 120 feet of 48" pipe), and inner wall for efficient high-volume require far fewer joints than concrete flow, and a smooth exterior for joint pipe in the same diameters. Its light- integrity and alignment. weight (only 640 lbs. per 20-foot sec- . ' tion of 48" pipe) reduces the need for h1novative Wall design manpower and heavy equipment. The wall section resembles a honey- Total installation time can be comb, braced circumferentially with reduced by as much as 30/o over closely spaced circular ribs. This equivalently-sized concrete pipe. design increases both pipe stiffness !�— = to handle installation stresses, and structural strength for heavy loads, Additional information - -- without excessive increases in pipe available from ADS: weight. In tests at Utah State 1- AASH70 Specification MP6 University, a 20-foot section with- stood soil pressures equivalent to 2. AS7M D 2412 ` 180 feet of cover. These results and 3. ADS Tech Note 2.115: "Com- e,„ i others indicate that N-12 HC may parative Pipe Stiffness" have the most stable large diameter wall profile ever manufactured. 4. ADS Form t 1096, `ADS N-12 HC Pipe" r• 5- AD T h N .1 +IntegrCEI S ec Note 4 03 "P,ast.c joints n �' Pr a D@si n"b' James B. p 9 I it S, Ion Goddard Factory-installed gasketed bell-and- i i .r. Y 4.J ` [�e�• �t I r rI � t0. 01,'01 NUNN 09:13 FAX 253 840 1141 USFiitei, Pu,-ailup i�j0U5 NN- � Interior pip N-12 has built an impressive sere- this capacity for years into the future. ice record in storm water and other With its 0.012 rating, the pipe is idea! N drainage applications where for applications re uiri I ... q n ow hydraulics are important and durabili- Mannings "n" values. 9 « : ty is critical- The pipe is offered in L Jr < ; F•�er 1 diameters from 4"through 3611, F'� in 20 cs {� eY joining ft. lengths. CIIld � ed exterior adds s g weight leads to a number �*• '� `ul`" :j:' GOITy,1 N-12' li ht w i 3 sir of jab site economies: more pipe per delivery truck, easier handling, small- `` The natural toughness of HOPE is er crews, less heavy equipment, A enhanced by the corrugated exterior less pipe damage, and better safety, which increases the structural The pipe cuts easily and requires no strength of N-12 pipe. It is designed beveling for joining. f. gj for use under both H2O and E80 live r loads, or with fill heights of 50 feet or more. In fact, field research shows r the pipe performing well at depths Additional Information r.. exceeding 100 feet. Even under available from ADS: t harsh backfill conditions and shifting 1. AASMTO Specification M 252 .� = soils, N-12 has continued to give out- 3 standing 2• AASHTO Specification M 294 g performance. 3. ASTM D 2412 4. ADS Tech Note 2.115. "Com- r Smooth interior provides r superior flow partitive Pipe Stiffness" 5. ADS Form#L 1062,193, 'ADS i In order to meet the most demanding N-12 Pipe', hydraulic requirements, N-12 is man- 6. ADS Tech/Vera 4,103, "Plastic ufactured with a smooth inner wall. Pipe Design"by Jarnes B. This design insures maximum flow Goddard ° ,_ _. .'4 capacity, and PE's resistance to 7. PennDOT Deep Burial Study abrasion and corrosion will sustain 71 OF�_71 14 IN Y -s•.. `r �' `Vow - �'yb J _ � :sit.•: ADVANCED DRAINAGE SYSTEMS TN C. Watertight Joint Testing Reference n m Irnlcd: December 14, 199a ADS laboratory Pninary Alternate Suitable Y Product Certification Field Test Field Test Applications ra 4" thru 10" ASTM D 3212 Visual Inspectioll *,'l5TN,1 F H 17 or WSDOT Sanitary Sewer Series-35 10 psi water 7-04.3(1) - (35 psi field test) *A Itertiate Test ASTN/1 C 969 Testable Watertight performance 12" thru 48" ASTM D 3212 Visual Inspection *ASTM F 1417 or WS1501, Sanitary Sewer Pro-Link WT 10 psi water 7-04,3(1) (3.5 psi field test) Series-65 *Alternate test ASTM C969 Testable Watertight performance kD 12" thru 42" ASTM D 32120) Visual inspection Mandrel/TV Soil tight/watertight Pro-Link ULTRA," 3,5 psi water Nan-testable situationsIV 1,4 Series-85ib Pressure Rated Joint ----------------- ASTM 1)3212: Standard Specification for"Joints fnr Drain and Sewer Plastic Pipes using Flexible Elastomeric Seals" *Laboratory test designed to demonstrate a given joint design is suitable for sanitary sewer use.—Not to be used as a field test Only joints that pass the full/complete ASTM D 3212(not modified)are considered to be acceptable to WSDOT for testable/watertigtit Storm Sewer jointed pipe per section 7-04 of the Standard Specifications. (1) The Series 85 passes a modified ASTM D3212 test and is considered a pressure rated joint It is not a Low-Pressure air leslubte joint, The only field tests applicable to Series-85(Pro-Mink UI.TRA)pipe other than a visual inspection are a TV inspection or a Mandrel test ASTM F 1417: Standard'rest Method for"Installation Acceptance of Plastic Gravity Sewer lines Using Low-Presstwe Aie' *Air test used to verify proper installation of plastic sanitary sewer pipe—Field test for ASTM D 3212 qualified pipe. ASTM C 9G9: Standard Practice for:"Infiltration and ExCiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines" *11eld test for concrete pipe specifying leakage allowance of 200 gallons/inch dfameterlmile/day. 0 0 0 NON 09:14 F11 2.53 340 1141 USFilter Pu;-alluh oo-' Joint types and capabilities I Pro--Link St Pro-Link ULTRA Pro-Link NN I � Series-95 Series-85 Series-35 and Series-55 *Standard ADS N-12 split *Bell and Spigot pipe joint *Series-35 coupler *Gasket meeting ASTM F 477 *Pressure testable joints *Available for pipe 3"to 42" *Joint-pressure rated(modified *Them al-molded PVC double bell *Used on AASHTO"MI-252& ASTM D 3212 to 3.5 psi water) coupler with ASTM F 477 " M29.1 Type C and S pipe *Single installation,-no gaskets *Wraps around pipe and ats additional work to install split *Bell &spigot configuration into external corrugations couplings *ASTM D 3212 qualified at *Easy to install Closes with *Requires lube to install > 10 psi, � cable ties *Pipe is manufactured to meet *Joint Tube required to install *Premium split coupling AASHTO M 294 Type S *Available 4"through 10" *Same as standard in all *Used where a more stringent *Pipe is manufactured to meet respects soil tight or non-testable water AASHTO M 252 Type S *gaskets are installed inside of tight joint is required *WSDOT/APWA approved for the coupling for a more testable systems secure soil tight leak resistant ""TESTING— *Used where a Sanitary Sewer joint Quality joint is necessary per the *Available for sizes 12" *Prinrarr Field Test- ritual design engineer ttsough 42" Alternalw�tdeitional if required Mandrel or TV ***TESTLYG*'** **TESTLN G*-tx "Not to he Meld Tested other titan the procedures indicated. *Field test<Spsi f *Primary field test is Lisual Mandrel or TV ASTM F 1.117 Alternateladditional if required RSDOT section 7-04.3(1) Mandrel or T ---- Y�- - { *Serie3-65 lI *Pressure testable joints *Thermal-molded PE welded on ! bell coupler *ASTM F 477 gaskets *ASTM D 3212 qualified at > 10 psi. *Joint tube required to install *Available 12"through 48" *Pipe manufactured to meet AASHTO IN1294 Twpe S *W S DOT/APWA approved for testable sy5ternS(See WSDol"QPL) *Used where a Sanitary Sewer Quality joint is necessary per the j design engineer i *"T'ESTENTGn x x *Field test c Spsi i Asr�� F 1417 tYSDOT seerion 7-04.3(1) L—r issued: Dmember 14, 1998 �c Vt A 7 a N Pipe Bedding Submittal /f or Submission Date: October 2, 2001 ) ciTY TRANSFER INC /� � v Maplewood Golf Course Re-grade Project Project#: SAT-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Pipe Bedding Material - Spec. 7-17.3(1)B. Attached are the material specifications for the pipe bedding to be used on this project. Contractors signature:_ �/_; Stan McAllister Project Superintendent 2720 E. Valley Hwy. Edst • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 From:J.Frank Spears 253 735-2867 To:Jim Anderson Date:9/24/2001 Time:8:08:14 AM Page 2 of 3 i INSPECTION&TE STING SERVICES C SPEARS GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING ENGINEERING & u.. ' ..: CONSTRUCTION/PROJECiMANAGEMENT SPECIALIZING IN ROADS&BRIDGES TECHNICAL Hn P://WW W.SPEARS-ENr INEER]Nr,.COM SERVICES TEST RESULTS OBTAINED Date Received: 9/17/2001 AS'Ivi I D-2437 Unified Soils Classification System Sample#: A-1501 SP.PoorlygradcdSandwith Gravel Sample ID: Gravel Borrow Source: City Transfer,Inc. D,.Oi 0.347 mm Gravel=40.5% Coeff.of Curvature,C.=0.40 Specifications D, =0.321 mm °.Sand= 53.30. Coeff.of Uniformity,C,;= 14.19 WSDOT 9-03.140)Gravel Borrow D,,>-4.920 mm %Silt&Clay= 1.3% Fineness Modilus-4.62 Sample Meets Specs? Yes Liquid Limit=0.0"/4 Plastic Limit=0.0% Plasticity Index=0.0% Actual !Interpolated Cumulative;Cumulative Sieve Size !Percent! Percent Specs i Specs GRAIN SIZE niSTRIbUTI(AV US Metric I Passing Passing ivlas Nfin ■�� ` 6.00" 150.00 i i 100.0% 100.0% 100.0% ! I I I unl I WWII ! I I I Inn : I III 1 I I I nnl 4.00" l00.00 ! 100.00/0 100.0"o: 100.01.0 nn1 11 3.00" i 75.00 100.00/0 90.0% ! t!unt . .1_i_:_n_ILn__t u-:U_ S11n__i t i l in 90.0°/ I nnl nlln Illnnl ° I I tun s ° 2.50" ( 63.00 100.00/0 1 1 1 1 uln I Innn nnl s n 2.00" 150.00 100.00/0 urn i111nI !III11 i I iIII + trl+1 $0.0% 1.75" f 45.00 100.09% 1 nnl ulLn lunlo nnl s 1.50" 37.50 i 100.00/0 nnl uln nln I Illlnl s an n1n n1n u11 n 1.25" i 31.50 100.0% 70.0% JiLIni__1_ _I_Iilin___ iilnl- -r-1_ililnl__i bill" 70.0% 1.00" 25.00 100.00` 100.00/0 l� Hill,, � I I l l Iu11I I l l lulu 11111;111 l I Illlnl 1 1 I!III t 7/3" I 22.40 98.74% I nll AA I1 I I Illlnl I 1 7 of o 60.0% -+ +1+Ix--I-r�l+l« �+°`I+IM--I- H+I«r-�y+r1+1 60.0% 3/4" ( 19.00 9..0% 97.0% nu nnn n1n nnl s � ! Illnnl I I Inuu I 113n1 I I Illlnl ! I Ilnl � 5/3" E 16.00 38.0% I 38.0% C nrn WWII� I III nn nnl nn L ' I N 11111111 50.0%1/2" 12.50 77.9? I 77.94 Ii-!TIlIIIIi-_I II .... T- I IIIIIII I 1 IIII11 N % p G I 111nn1 I lllln, N1 fllnn I Illlnl 1 1 Ilnu a 3i3" I 9.50 6i.3°o 67.3% o nn uI I S llnn nnI n o 1/4" j 6.30 63.3°% i 63.8% i o 40.0% unl 1/' ))1'Illnn nl n 40.0% ° i iL .I1LI1111 _I. I_L�I LyITUI_ lylLl llU_..I.t_LI LI LIL..L I LIIIL. ° I #4 4.0 59.5% 1 59.5% 80.0%1 50.0% 1 #3 2.360 47.1% nl I I I!nll I I I I ulll I I lu,l , 1 I I l Ill! I IIIIIII I IIIIIII r10 ! 2.000 45.2"0 ! 45.2°'0 30.0% -r-I�rrtln--I-rn 1r-jr-I�rlTlrt--rrrinrlr-r��nn 30.0% lnl a an nl ull I i #16 ` 1.130 ( 35.2% #20 0.35U i 31.2"0 1 31.2?0 -L JJ LIIILL- LLI°I114-L J1 L1114-J-L JLILL_L 111u 20.0°/C 20.0% nl `I I�u ny nLl n- L #30 0.600 � 1 20.5% I I I!urn I I I Inn I I I luul I I Illlnl I I Ilnl #40 0.425 13.0% j 13.0% 30.0% i 0.040 ! I I I unl I I II a I l l unn I I Illlnl I I Ills #50 0.300 4 8.2% 10.0% -r,',- �--I- nITnr-rnirl7in--l-rnTirr-r77rlTl 10.0% 4 1u Iln ull nl u #60 0.250 6.1% 6.2% ( lrl�m l nnl I Ilnnul l I I I Insll 0.0%0.130 0% 4.0% 0.0% 4100 0.150 3. 3.0% 0.01 0.10 1.00 10.00 100.00 1000.00 #140 0.106 ! 2.0% #170 f 0.090 1.6% Particle Size(mm) #200 0.075 1.3% j 1.3% 7.0% i 0.0% #270 0.053 I + Sieve S es a Max Spec; MIn sp �•-�3ieve Rnults L Copyright I l..Spcars Engtneenng&Technical Services PS,1996=000 I Sand Equivalent: 78 Moisture Content: 8.6% P.O.Box 1007 PHONE: (253)833-7967 Report#0 1 003-06 3 AUBURN,WASHINGTON 98071-1007 FAx: (253)735-2867 Page 2 of 3 ACT� Pipe Foundation Submittal Submission Date: October 2, 2001 CITY TRANSFER INC. Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Pipe Foundation Material - Spec. 7-17.3(1)C. Attached are the material specifications for the pipe foundation to be used on this project. Contractors signature: � d Stan McAllister Project Superintendent 2720 E. Valley Hwy. Ealt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 I-rom:J.wank Spears 253 735-2857 To:Jim Anderson Date:9/24/2001 Time:8:08:14 AM Page 2 of 3 INSPEcnoN&TESTINGSERVICES SPEARS S GEOTECHNICAL ENGINEERING S IR CONSTRUCTION MATERIALS ENGINEERINGENGINEERING .r CONSTRUCTION/PROJECI'MANAGEMENT SPECIALIZING IN ROADS&BRIDGES TECHNICAL HT rp./twww.SPEARS-E N GIN EERI N G.COM SERVICES TEST RESUUS OBTAINED Date Received: 9/17/2001 ASUvi D-2431 Unified Soils Classification System Sample#: A-1501 T.Poorly gradcd&in dwith Cravel Sample ID: Cravel Borrow i Source: City Transfer,Inc. D,.a,=0.347 mm %Gravel=40.5% Coeff.of Curvature,C_=0.40 Specifications Daay-0.321 mm ?oSend=53.3'o Coeff.of Uniformity,G;= 14.19 WSDOT 9-03.14(1)Gravel Borrow D,00)--4.920 mm %Sit Sc Clay= 1.3% Fineness Modilus-4.62 Sample Meets Specs? Yes Liquid Limit=0.0% Plastic Limit=0.0% Plasticity Index=0.0% f Actu al Interpolated f' 1 CumuIathe Cumulative Sieve Size Percent Percent Specs Specs GRAIN $iZE DLSTRIbUT1ON If US Metric ,Passing Passing , Ntaz �GnMOM Lw 6.00 { 150.00 100.0°e 100.0% -r n i n t tF +,5e"o de rlr 100.0% I 11' II 4.00" ' 100.00 I I 100.0% 100.0% 100.00° IIII n 1 1 i 111111 I I I I11111 I I I 111111 , �,,�1111,1 11 1,IIII 3.00" j 75.00 100.0% 90.0% 1 ' t'' lu_ _1_i. .nm1_ l_Itlul_ 90.0% i - I IIIII :1 2.50" 63.00 F 100.04/o nw nnn uu I I },nln ul I I I Ilan I I :Ilan 1 11,n I I�T111 n1 I I I Iu1 4 2.00" 50.00 I 100.04/0 nn1 nlnl y1w�l I ,1niu nl I 80.0% -+-I I+I+,x--1-r-1+iMr-r-+41Mw M- MfIMF-ryy�IM 80.0% 1.75" { 45.00 100.00/0 nw nul dlntu• I f1 11111.1 I,In 1 1.50" fif 37.50 100.00/0 ' u, nu t l l nn nn nl 1.25" f 31.50 i 100.0% 70.090 ==i i{m_ I_I :_iinn___ _ Lrn _ _i_ili _ __ !JLi 70.0% 1.00" s 5.00 i 100.040' 100.0°% I I I I I IIII I I I II l Ill I 7/S" 22:10 9S.74% w Inn' CIIyI I II11o1 I60.0,0 -+may♦1�1"--I-F`-IMNI--/�-H(IM"--1-H M•I+rf-rY�Mlfl 60.0% 3/4" 1 19.00 1 97.0"0 ' 97.040 111 nw unu 1IIJn nut nl 1 1 tlnnl I I Inul: 1 1 111'In i , Ilnnl I t 11rn 5%S" i 16.00 ; 33.0% S3.0% un nnn I III nu nnl nu 1 1 1 1 IIIII I I 1111111 I i IIIII I t l 1 II I11 N 1 I - --- -- 1 1;1 111 1/2" t 12.50 7.9° 77.9°0 ` p 50.04e T TIi1- I i ilTlil 33 IinT---i i1i171i'i it Iill 50.0°o p 1 ( : ti I I Ilnm I I Inns ;.I{luul 111nu1 I I Iluu 6 3i3" 9.50 3 G7.3Qo G7.3°o { o nrn n1 I T lluu 1 1 I IIIII I I I Ilul o I 1/4" 6.30 / 63.3% 1 63.8°0 nu nl l/I 1i.tuu__ _�u�w�. l loud ° { t I 40.Oie : 1 uuu ._I. �uuu� 40.0% ' #4 4.75 1 59.5% I 59.5% of S o. : I,Inn +yyI1�LI na nnl n1 1 $O.O,o 0.0 o I l I r l IIu i t lil:n. 1�1 1,not I I I I uln 1 1 1 1 ntl� #8 2.360 , 47.14/o n111 / I I I11n11 III'm I I I IIII 1 -i i-ri l I n ,1 1 11ii I I l a n, 11 1 1 1111 `10 ; 2.000 145.2% 452% 30.0% -r-�nTln--rr rl r-i -�rrnrt--I-rnrinr ^ern 30.0% 1 u1n d 11 I 1111m1 nn s I i #16 1.150 352% 11 1 1 n1n 1 S 1 11/,11 1+ 1 1,111111 1 t I l nnl I I I I nl1 I I I I IIIII ; I I 111 1 1 1 1 nlll I 1 1 111III 11 1,IIII 120 f 0.350 312% 31.2?0 _LJ 11111L- �LLIe1L -1J1 111LL-J-LLJ LI JIL-�11111 O/ { 20.09° nnl T1 1 I�In 1 Illlnn nn n ZO.O.e"r30 0.600 I 20.54/° I , tlnm I I I nut I I IIIuu I I IInu1 I I IIm 940 0.425 { 13.0% I 13.0% 30.0% � 0.0°o i i i i urn I i on��l 11 I l nm I I i i nm 1 ' i i ui #50 0.300 3 $.2ga } 10.0% -r�4rrtl�--1- Irnr-r��rrnn---rnrmr-r��rrn 10.0% ( #60 0.250 3u 11In uu t 11n1n Illu 62% 6.2%u nrn I I I I I111 1 111[Jill nut 11u, { I I lly{Ii poi I I uw 1 It,nw I I tlltnl i I Itnu #80 � 0.130 } 4.0% 0.0% •�� { 0.0% #100 0.150 3.0% 3.0% 0.01 0.10 1.00 10.00 100.00 1000.00 #140 1 0.106 1 2.0% #170 1 0.090 I 1.6% PQficle Size(mm) #200 0.075 { 1.3% i 1.3% 7.0% i 0.0% + Sit"Sues Ma.:Sp cc$ a.-Min Specs --Sw-e 2esults F270 0.053 } 1 I -�PYr+Rht;Spear;Engmeerwg 3Teetloieal Services PS,b06 000 Sand Equivalent: 78 Moisture Content: 8.6% P.O.Box'1007 PHONE: (253)833-7967 Report#01003-068 AUBURN,'WASHINGTON 98071-1007 FAX: (253)735-2867 Page 2 of 3 a_A:C ), T9 a (A Storm Trench Backfill Submittal Submission Date: October 2, 2001 C CITY -- TRANSFER INC. q T E .5 v Maplewood Golf Course Re-grade Project Project#: SAT-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Backfilling Storm Trenches Material - Spec. 7- 17.3(3). Attached are the material specifications for the backfilling storm trenches to be used on this project. Contractors signature:, Stan McAllister Project Superintendent 2720 E. Valley Hwy. Eapt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 rrom:J.Franc Spears 253 735-2367 To:Jim Anderson Date:9/24/2001 Time:8:08:14 AM Page 2 of 3 ' INSPECTION&TESTING$ERVICES SPEARS GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERINGENGINEERING CONSTRUCTION/PROJECrMANAGEMENT _ $PECIAIJZING IN ROADS ac BRIDGES TECHNICAL HTrp-//www.SPEARS-ENGINEERING.COM SERVICES TEST RESULTS OBTAINED Date Received: 9/17/2001 ASMI D-2437 Unified Soils Classification System Sample#: A-1501 SP,Poorly graded Sand with Gravel Sample M: Gravel Borrow I Source: City Transfer.Inc. D,.o,-0.347 mm %Gravel=40.5% Coeff.of Curvature,C,.=0.40 Specifications D,�o=0.321 mm %Sand=58.3% Coeff.of Uniformity,C,.= 14.19 WSDOT 9-03.14(1)Gravel Borrow D.60)4.920 mm %Silt&Clay- 1.3% Fineness Modilus-4.62 j Sample Meets Specs? Yes Liquid Limit=0.0% Plastic Limit=0.0% Plasticity Index=0.0% Actual !Interpolated Cumulative Cumulative i Sieve Size 1percent! Percent Specs Specs GRAIN Sim nLSTRIbUTI01V f US :Metric Passing Passing Max Min 100.0J -r1 1 IIl,rl IlVf,'MM.-Eft. ��i rlr' 100.096.0011 i 150.00 100,00 'I me 4.00" 100.00 1 100.0% 100.0r% 100.00.o n n i111 nnl iyiu nn , l i l 111r11 1 I ,n,111 1 1 11I1n1 Iil�l I I I Inl 3.00" i5.00 100.0% i 90.0% 90.0% nn urn nIn • r Inn ;n1 2.50" i 63.00 j 100.0°Jo nn nlrn nln IIlnu nl i I l l,lnn 1 l ln,lu I 111 n1� I r In111 I I llrn i 2.00" ! 50.00 } f 100.Wo nn aria 1 11 1,��uu It I I I I W. 1 1 1 1 ur 1 j 80.0°0 -+ y+MIN--I-FBI+1MF-+-+ 1+ a ~+IMF- " aIM 80.0°0 ' 1.75" 1 45.00 100.0% nw nnu nnl• uln rn i 1.50" 37.50 i I 100.040 aril nnu l i nnI aril nn I i 1 11ll�n I I I nun , 1 Ilan � 1 llnnl 1 1 11un p i 1.25" 31.50 100.0% 70.0% iil_Iiln_ 1_I_I_liliu__i �iilill. _ l 1pl__1 iiln 1 I I:rnn -1 1 Innn 1 11n1i�i i linn� 1 i ��nn 70.0% I 1.00" i 25.00 1 100.0% 100.0°0 Ilrlrl ung t: 1IIIx1 1 1 11111111 I , ,111111 JIr1•�1 111„11 1,I11Y I j 713". )' 22.40 ' 9S.7% 1 1 1 1 rim I I I nnu 1 1•u1 I I I l nul 1 1 1 1 nl { { 60.0/0 +may MNIM--I-FFI+IM1--.1Y��NM--1-H!-I+IMF-•-Y�+111 60.0% 314" ; 19.00 97.0"/0 9.1.040 1 I I l nw nnu '1 I )n nul u 1 i { i 1 1 11nu1 1 1 1 nun 1 1 1I m 1 1 11nr.1 1 1 11n, C 51'3" ' 16.00 ) 33.0% 33.0% nul nun 11 nu Ilnnl u11 1. �1 J M nn .-M 7- _r ml r --- I r I l lnl 12.50 77.9:0 ` ,.9:o p 50.040 -T-�iT171r1-'1-i i171i1 I I nn1 1 Ilnilr llnll 50.0% { j t 6 I Illlnn 1 I Inlu! �.; i llnl 1 Illrnl I I l,nn S 3!3" 9.50 } 67.3°•0 � 6i-3°•'0 1 � 0 1 1lluur 1 1 Iln�1 Inns : 1 llnnl 1 r Ilan o 14" 6.30 1 63.3°•'0 63.3gonl Flu d 1 I { 40.0o/ c :J u.slu __1. L.L.uIUL/i I lulu__I_I_LII1u1. 1. 4 s Lind 40.0% #4 1 4.75 1 59.5% t 59.5% 80.0% t 50.0'/0 1 11nw 1 1 1yy11 u1 1 I nn, 1 11nn1 11 1111 t 1 111nw 11 dilu• I�I llnnl � 1 Ilnnl i 111n1 rN i of 1 1 1 Inw 1 1 nl� I I r l Inn 1 I1Inn I 11111 #3 1 2.360 � E 47.1,0 !' f 1 I Inn1 I I i1.1 , ,r I,lln 1 1 11nn1 � I I11,1 #10 2.000 45.2% 452% 30.0% -rrrtrrtln--rr�n ,r;T -ironrt-n-rnnnr-r;rrn 30.0% i l Il 11 1I1 I Illilll 11 111111 #16 I 1.130 35 2% nrn f I n w 1 1 1 1 nuI nut nn I t 1 1I11un 1 1 r1 m 1 111nw I I llnnl i t Ilnl #20 I 0.850 ! 312% I 31.21% 200% -LJ11111e1- LLI.1L LJ11111LL_J_LLLILL_�11111 20.0% #30 0.600 1 1 20.5% rim I u� 1 l l l l nu nn m 1 1llnm 11 I nn1 I :11nn1 11 Ilnw 1 1 r1n1 � + #30 j 0.425 13.0% j 13.0% 30.0% 0.040 nn� r I �111�r1 1nn1 1 1 IInIn 1 rl I 1 1 I l lllnu r 1 11v1n 1 111n1n 1 I Illlw 11 llm i #50 ! 0.300 1 8.2% 10.0% -r-11nTlp--r,lr)..r..r-r-tZ nTlrt--I-rnrrnr-r��rn 10.0% 25 2 9° 1 I I nut I°1 11 lln 1 I 1 I nul 1 1 l l lnu 11 1 I nn 1 I I1111 p1M°1 11 nln 1 1llnul 1 1 I111u1 11 llnn i #30 0.180 1 4.04/o j 0.0°6 •�• f 0.0% 4100 0.150 3.0% 3.0% t 0.01 0.10 1.00 10.00 100.00 1000.00 #140 ! 0.106 i 2.0°10 11170 I 0.090 1.6?/o Particle Size(mm) I ; 1 #200 0.075 1.3"o r 1.3% 7.V/ i 0.0°fo #270 0.053 1 f + Sicm Sizes �--- M=spcu �-•• r--Mm Spec, �•�:ileve des°Its Copyright!Speus Englueenng k1i 3Tcccal::crakes PS,1996-?000 i Sand Equivalent: 78 Moisture Content: 8.6% P.O.Box 1007 PHONE: (253)833-7967 Report#01003-068 AUBURN,•WASHINGTON 98071-1007 FAX: (253)735-2867 Page 2 of 3 i �I LION 08: 11 FAX 253 8.10 1141 USFilter Puyallup �(IO2 CITY OF R>~NTON G �e: PAIR PRACTICI~S pOLICy AFFIDAVIT OF COMPX.JA'4CP declares that hereby confirms and (Atume of can[rucior/subconrac;or'cQT)sultaniSupplicr) [ It Is the policy of Uc� `-�---- affor equal Co (Name aFcontractoNsubeantractor/cansultsnVsuppiia) oFpartunit} to all quali led employees and applicants for employment without regard to the race, creed, color. sex, national origin, age, c{isabiliry or vet.-Mn STe[US. complie.5 with all applicable Nrsme cif copttac[Qr'SUbcontsacTor/cons��itanVbuppller) federal, stifle and local laws governing non-discrimination in empioyment- IJ- W%--n applicable, � - � - � 1 L�{ �- will 3ezk out and (Nr%me of conSrQctarJsubcontroeloNconauitsnt/supplier) negotisTe with minority and women contractors for the award of subcontracts. iC-L ��aaa-'f Print Agunt/Ropresentative's Name S T7�kvt tit G YLt S a— Print Agr ntiRepresentativc's Title AgentrRcpresentative's Sigtraturd �d / 0/ Date— a Ste�igned — ]rls;truclwni�: -Fibs dvcarnenl J'V UST he ccmpictcd by each contractor. subcontractor, cuwiulutnt a„c✓os s;cpplit r. lac,[yda or u.tayh-this documcnt(s) with the contract. 09i28%01 FRI 09:17 [TX/RY NO '7616] ��RACT�9 00 s City Transfer, Inc • P.O. Box 1850 r� Sumner,WA 98390 D H Phone (206) 850-1775 Fax(206) 850-1797 arr 1-800-858-2436 TRANSFER INC. QV �Cq TE SVe LETTER OF TRA NSM ITTA L To: City of Renton Date: 10/8/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 11 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order RE EI E t COPIES DATE NO. DESCRIPTION OCT 10 [ ol 1 Fair Practices Policy—JB Instant Lawn CITY ILITY SYSTEMS THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator 12 25 1'_.\ Ji3 C\S"I'-�V"L' i._ot\ !Zoo.) (lr?3 C.IT1� TRRNSREF: OF INC. -? 91425'-3210613 NO.269`/ � CITY OF RENTON FAIR PRACTICES POLICY r AFFIDAVIT OF COWLIANCE J� -4NSI-.7�_4iT 1-g-Wdu _e(/C- --- hereby eonfums and declares that (Namc of concrec-carlsuhco7ti�ractQr/GQnsult�ndsapy�licri 1_ ft is the policy of —'L,9 1T1vS7XAv -1610-W;2206 to offer equal t Nw,ne o cgntractaNsuhcgntraotns/eonsu)tsndsupp►ier} opportunity to all qualified employees and applicants for employment without regard to the race, creed,cplor, sex, national origin, age, disability or veteran status. if J - /s. .1/. 5/70ky_7 complies with all applicuWc (Nana eI toff=,rgctar/�;�trconBr`actt�r/cflnsuluutt/supplicr} federal, sT-ato and local laws governing non-discrimination in employment. 11, When applicable, __ J' , S. ,-�/S7/,-,u7" Ld?&udj shot..' C_ will seeb, oqt and (Nola of contracoon!subcantracturlcansultar�tJsuFplier} negotiate with minority and women, contractors for the award of subconMe-ts. Print AgenVRepresentative's Na.rne Print AgenAepresentativI's A e se ive s Signature --- Date Instructions: This document MUST be completed by each conrmtor, subcontractor, consultant and/or supplier. Includa or attach this document(s)with the contrnot. 'f R^A C,T T/Z Off . OIp Class B Asphalt Submittal i a � Submission Date: October 9, 2001 CITY ��.TRANSFER -_ INC. Gq T E .S QQ Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Class B Asphalt Material - Spec. 5-04.2. Attached are the material specifications for the Class B Asphalt to be used on this project. Contractors signature� G�� ��G.i `/✓,2 Stan McAllister Project Superintendent 2720 E. Valley Hwy. Eatt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 0 1 04 7 P r-1 H F R T H W E E;T H 1---A L T I H C 4 2 5 254 1 S,2 1 F, 0 14' :zd 4254328854 WESTEFN 4SPH;4L-;3j 01 r�razan & ASSOCIATES , INC , GEOTECHNICAIL ENGINEERING 9 ENVIRONMENTAL ENGINEPRING CC-,'45TRUCTION TES'TiNG & IN617ECTION Septurnl;ci t 9, 2001 KA No- 0 96-01022 Lab Report No. I-1 Page I of 4 Mr, TbOMA9 Desch, Jr. WESMUN AWFALT, LNC. P.O. Box 980 M12ple Shiley, WA 98M� RE: Aspbalt L2boratory Testfitg TMIX D-B&IM as—Class VB 19501 — 144'h Avenue NE#F-300 W c i o din--,-"i I a,Washington Dear W Death: In Accordance with your request and authorization. the have purfortned laboratory tests cm. tlae material sampled by ale client from dic above referenoed rxii;-, design. Also p"case note that the aggregate coriection factor for your pit is 0.65. 1n additiort, on page 3 the noted calibration of 0.2 is for moisture corm".nr.applied to asphalt coutent. In ac uurtiancc .v-.,h the project specification& laboratory testing wus ptrfomed per applicable ASTM and WSOOT standards and specifications. The results of the laboratory tests are presented on the following pages. If ycu hav* any questions or if we can be of further assist2ncc, please do not licsitate to comact our office. Res S13 �tted' ZZAIN& SSOCIA pd2i7 S. r Se. ' r C- c Mauagzr ific I 5t D' sion 'ip Wltb Eleven OMces Serving The Western United States i 44"A'ventie NE;4 F-}DO 9 Woodin-vifle,WasNu&n 98072 a(425)485-55 F)*Fax(425)4E5-6837 _ f 2001 >-_-1 7 Pr-1 NOF'THb:E'=;TA,-:H�LTIHu 4" � �� 1 1:=: 1 P. Ei 4: 29 4254328854 iAES TE-! F4G:-;- E2 13=l? Fr2j-?:6CF ZAN 4254856837 TO,425432W54 X MARSHALS.. METHLOWD iproje•ct Number 096.03022 I.D. No,; 7126.1 Pen, Grade of A/C: P05822 vY12i11v W*stern Aspt,alt- hw. Date: 81$/01 ftqulred Blows: Project Mix Design Spacille Gravity A.,C: 1,027 i'10lt class.- A.�S Tested a - Ai.,.1T. a�� - Ave. 6SC, Tat,3! A 2.713 -.•3 :'h!_ ._ -n,.•n.-` •,•...,.,...4':n -.v;C.....o-.!+ltd"` .>.47uRi=:i ':ii:3i`:'iii � `Si•.;r.. +..:. -rir . - - - ,.1ri .[>. .! .o-,•-.rFF2:. :i .,.rr ,e `:!ia'•i•`F)-i•:! - '�.I•;17�ii7 ,.���>y(�. .�T�13 t•�:��•. fj - -`i'Yr• t,... �, :;��,.r .,i:., r� .,.x,.l, !i.:Y::;.�:-... .i:1..:.��'- ':�.yi:`;.. 'i•.Y`°.i-YO.. �NA ?i ^',�1•::: .�: fFF I° p ';`''• .yit,•.I .�F,g. iF� '�i�� �L, �r.r, e:nil. �/ •1 stet`: �`!`.t''1'�' #V �'�'�"�� [ '9h{ �i i-.is i">•�:,'-•y?Nri.! ; .� `: ,e: �.,t ni f1 �• -�i�� : � .i:.•�q �o-l.�Mx {l e �Ll.i .._i�,:��4.11•i�J i� .�� ,� I t -.l lA :e. -.t i`i' 7' x•.•a4:i- ,• r .,t � � �i�lt3,�r`;�P*4,4., _., ��<�_: •e�r�:`� �;�f 5.26 5.00 1161,2 684.1 1181.4 2.33.5 2,50 1900 1900 1Q.� 1173,.E 681.2 1183.3 2,337 * ° 2.50 2100 2100 1Q.0 • 11179.0 688.4 1188.0 z.36a " • 2,51 2150 2.150 10. AVE. > �2' > > 2.344 S.5 1 17.9 146-3 2.503 a 2050 10.0 5.49 ' 5.20 11 BE,C 699.7 11945.5 2.391 " 0 k 2.55 2350 2256 13.0 1199.4 704-2 1204.5 2.397 " b 2.5$ 2550 2448 12.0 ' 1170.Q 690.0 1179.4 2.391 ° +' 2.52 2350 2354 11.0 AVE. � � _ � � 2.393 4,3 16.4 149.3 2.540 > 2351 12.J g 5.71 9.40 1154,6 j S 1189.9 2.363 2.53 2270 227'0 ;4.G j 3 ° 1166.5 6$;.0 1176.9 2.348 * 2.50 2300 2300 16.0 4 A* 3154A 674,1 11.64.3 2,354 * A 2.51 2350 2350 15.Ci A'r= > > 2.365 5.S Z 7.9 146,9 2,507 > 2307 1.5.0 5.93 5. 3 1129.9 65 .4 2141.5 2.324 * 2,4? 2150 2230 1 17.0 1135.4 660.1 1150.3 2.31.6 " • +► 1115.3 645.8 1128.3 2.312 2.52 1950 20281 18,0 2.49 1850 1_c4 , 19.1 a A�lE, ? `J > > 4.317 6.7 19.4 14-4.6 1 2.493 > 2063 18.0 MAXWUM $PECI>:tC GRAVITY EFFECTIVE A/C 8Y VOLUME afC CcF,te�sc 1: $.00 A/C GontW nt it 6.00 95.00 RQ'Svlt: 11.4 Ed. Sp, G. Agg.: 2,713 A/C Content#, 5.20 Sp. C, '%/C: 1,C27 Result: 12,1 Resuit,. 2.aY7 A/C Covent p, 55.40 ! A/C Content #2: 6.20 Result: 12.4 I %T tal 'i t- Agg.: 94.80 A/C Content#• 5• 0 Sp. G. Agg.: 1713 Result: 12,6 Sp. G. A/C: 1.027 Resut.: 2.500 PERCENT VOOS FILLED A/C Content 93., 5.40 A/C Content# 5.0fl %Tot.at WN Agg 94,60 Result: 63.7 l Efl. Sp. G. An,; 2.713 AVc Coote-nt x 5,20 ! Sp. G. A/C: 1.027 Result: 74,0 Result: 2,492 A/C Comcnt #: 6.40 { AIC Contan:t 94: 5.60 Result- 69,2 y,4otal `r"!t. Aga.: 94.40 A/C Content #- 5,60 x Fff. SA. C. A.gg.: 21713 Result: 65.2 Sp. G. . /C: 1,022 �� r?esU1t: 2,485 I r—C- _0CI1 04 = FM HCIF.,THWE'STt: 'SHALTIh4C 425 254 1 1 P. 04 0/2 0 26e1 14: 26 a254326854 WESTERN USP-iAL`GJ FAG- 0'3 -09 Roqi 13:12 i=RGm;6r.w2pN 42s4eSCS37 70-42543PS854 P.B(�q.eeq �.4 A950CI 4 T29, 1NC. No: 0064102. cpar9cmmic& •U4VVWtQWftK Vq=o9MM 1 rojcai Name; lass Al S. PIG582-.64 August S. 2001 -� � a eto'sc�c Hatt: -—r i3o - 20.0 -- 14a — 1 F�1 47.0 ¢.tO A-20 5.44 A 60 5.00 623 S-40 5.60 ��.t4att to�bnt I4y9halt tontonl 25w,o 9,d ,t;3pp.0 ] 7.0 MV.4 V OC o too 8.M 2.40 3.30 &0 • As�a.'i Cortont 5,� 5."a4 3.30 6.6C AapkAk Contans A;ph,a1t C4ntAn4 � 0 4imum!�a ft li C ntaRt t0 Test repertvC e5c:li S iiicatiWlS stability 10,$) N/A c8 nit wet t 5.2 N/A N/ Float 11 00 6ncl1 5.2 12.0 NJ A ercat�t 6.2 16A N/A c4 Air Void rent 5.21 4.3 N/A _ verk,@ A n+en .21 12 Rlct Valur 154.0 Ca ibratlon Fac,.w Q.2 to SLA606mew VaIL4 Z2.9, 5.00 S.m &40 Se0 Lottman Sirs njl PASS i�t=t1 04 : 9 FM Hil :THWE:=TASHALTIt4C 425 25At 13/68/`�3E 14: '_�8 425a329654 WE^-i ERN ASP-1.:,L i C; PAGE 04 j��-t_9 2 c 6 4�B•27 C ,;:r A�f+t1 4251- 56937 's J:4254326 P.0O2.035 Parficla SIIie Di-stribution Report x if A -4 A it Tit,",i lit T8 i II I ti i a lit: --III, I J_ I I • ! �. . T1 C3 a t `` <u F1 • �' t i' i I 90 I ! \ : : TII 1 i 20 tU Q.t �— ©RWN 8-IZE-mm ---%SAND � 'b SEAT �Yi cW�'Y~ *!EYE PEACCIN'T SPEC.' E PASBT - Soi! Ce �Ciatlan SLX9 FINER PIcRCFNr ] (Xamo) Glass r'v� .75 in. 100-0 194• too .5 in. 94.3 90, 100 .375 in. .92.2 75-90 .23 10, tat.9 5.75 Attert_ ru LTa,,1^ N10 2..3 . 90•42 PI,,- LL-1 Fix x ' 4 0200 313 3-7 CorFF7CT 085" '•0.1 060Z D5o= 4.63 ok)_ 2133 Geaw1.76 0,495 01()n 4.2tSt5 �n USCS= (w-GM AANTC- Zm Ssmplc 7126A.Rice Valuc: 154.0 � A-1-11hait Conte= S 21'6 3aF1)PJa No.: 7126.1 Sourca of Sample: Mass NB C321v: VW01 t..o"ttan: Efetv./Depth: i MsOnt: WtStern Asphntt KEN & ASSOCIATES, INC. Pf"J64 : Mix DeAgn CWs Afs Pe'a'oct'1dr�: tx�6-0i02i 10i0ei2001 14:07 CITY TRANSFER OF KENT INC 4 914254307241 N0.2e0 P02 i Transmittal Log Maplewood Golf Course Regrade CTI Job#01-19 Trans # Description Submit Date Comments I 1 Structural fill s ec. 2-03.3 14 10/8/01 UPS 2 crushed surfacin sec. 4-04.1 10/8/01 UPS 3 to soil (Spec. 8-01.3 2 & 9-14.1 1 10/8/01 UPS 4 Sod sub. Request (sp ec 8-02.2 10/8/01 UPS faxed 10/8/01 & mailed 5 Contractors progress schedule Ian 10/9/01 8 Storm sewer pipe mat. (spec. 7-04.2 1018/01 UPS 7 pipe bedding mat. (spec. 7-17.3 1 6 10/8/01 UPS 8 pipe foundation mat. (spec. 7-17.3 1 C 10/8/01 UPS 9 BF storm trenches (spec. 7-17.3 3 10/8/01 UPS 10 Fair Practices Policy - US Filter 10/8101 UPS 10 Fair Practices Polic - Northwest Asphalt 10/8/01 UPS faked 10/8/01 & mailed 11 Fair Practices Policy - JB Instant Lawn 1019/01 Waiting for specs, should 12 Class B Asphalt have by 10/9/01 10i08i2001 14:07 CITY TRANSFER OF KENT INC 4 914254307241 NO.280 D01 i City Transfer, Inc. G ` A � TRA/rNYSF�R INC. a 4q rE ��a TO; Gary Schimek COMPANY: Cifiy a Renton DATE: I.WWI FROM., Audra Mettler TOTAL # OF 7 (INCI:UDING COVERS SUB ECT; Submittals Please note I sent a packet ata tau todati containin most of the submittals. It should be to you by 10:30am tomorrow. These items came in too late to make it with the others so I am axing them to yqu now &.I will ut the on 'pals in the mail tomorrow. I aln including my transmittal log so y014 can see what is corning to you &what is missing:I show after you receive the dclivenj yogi will only be missing the materials ecs or the Class Ii Asphalt Northwest Paving assures me they will have it to me today or tomorrow, they have just Changed Products & do not have their grew specs yet I pu have any questions please give me a call. Thank You! IF YOU DO NOT RECEIVE ALL OF THESE PLEASE CALL. (253) 850-1775 FAX#: (253) 850-1797 THIS UOCUMENTIS BEING TRANSMITTED TO FAX# 425-430-7241 '( R A,C T T I 011 Structural Fill Submittal D �N Submission Date: October 2, 2001 CCrr °C TRANSFER INC i Cq rE _soQ Maplewood Golf Course Re-grade Project Project#: SVWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Structural Fill Material - Sec. 2-03.3 (14) Attached are the material specifications for the structural fill to be used on this project. Contractors signature: � �00� Stan McAllister Project Superintendent 2720 E. Valley Hwy. East • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 r8:5c,­ FROM: TO:257850179 P: 1 `1 ASTM C1 17-90/ C13o-8.4a .AS DATA 2 SIEVE ANALYsis ?:CT NO. SAMPLED BY4- W, DATE' 4_P� SAMP! _ ,v ?REPAIRED BY:& ' DATE: TESTED 8Y DA;" r� NT: CTI I OC TI©I`d: D IPTIO; SHAKER: Rainhaj:t 12" SIEVES: 3/8".#4,#10, SCAt E: O}-IAIIS HAV. OVEN: HUM-SO LT V_4f dd SAIr'LE W EIGHT B.. -3/4"SII`VE C. MOISTURE TOTAL WT.(+ to e). TARE NO.: TARE NO.: TARE W g. TARE WT.: TARE '—.: qNi� F TOTAd SI1fT. IGHT OF SAMPLE (•taros WEIGHT OF SAMPLE hire) D. #314" SIEVE ',DIET": : � 'd`JET: C iE� / `Ei==;T + 3/$: {+ tare; DRY: DRY: TARE WT. (before gash) ,'before wash; (; YvEIGHT + 3/4: (-tare) DRY � 1NATER WT- TOTAL WT.: f _ tare) AT (after wash) (after wash) % PASSING 3/4" SIEVE % PASSING#200 SIEVE % MOISTURE: $,� E. SPECIFICATION: i'l NATEWAL VIAND SIEVED IN APPROPRIATE lNrREMENT, s F. COURSE SIEVE G PINE SIEVE SE r F. s, SP OS `? .j RETUNED PASS I, IIi.GH In. t.# . RETA¢NF, PASS RESULTS 3/8" _ 2 #4 :I 15 1,25 — - - -5 R_ 1 #.mo a Fed+[ At3I3t n0NAL_TEST P3 S { 33 _ ! 1 f � a i ameO June 8, 2001 0-93M-00087-A T04 City Transfer, Inc. 2720 E. Valley Highway E. Sumner, Washington 98390 Attention: Mr. Keith Benson, Vice President Subject: Supplement No. 1: Additional Analytical Testing Borrow Source Pre-Qualification Report: Stockpiled Fill Soils at Stoneway Pit, Group 3 Material 6808 S. 140th Street S. Renton, Washington Dear Mr. Benson: At your request, AMEC Earth & Environmental, Inc. (AMEC) is submitting this letter in response to review comments regarding our Stockpiled Soils From The Summit Ridge and Lincoln Square Borrow Sites Stoneway Pit letter (1-93M-00087-A T02) dated May 14, 2001. Specifically, we were requested to perform additional analytical sampling of the stockpiled soils originally generated from excavations at the Summit Ridge and Lincoln Square sites in Bellevue, Washington. The additional sampling was requested within an email from Beth Clark with the Port of Seattle, on June 6, 2001. The additional analytical sampling was performed as required as part of the pre-qualification submittal. Within this email we were also requested to provide an estimate of the volume of material stockpiled, which we estimate at 275,000 cubic yards. We were to make a statement concerning the likely origin of the stockpiled soils. In our opinion, the stockpiled soils that we observed at the Stoneway Pit are consistent with those soils that were excavated at the Summit Ridge and Lincoln Square borrow source sites. Additional Sampling and Analytical Testing As requested, we obtained additional analytical samples from the site on June 4, 2001. Due to the detection of a relatively low concentration (85 ppm) of heavy oil-range petroleum hydrocarbons within sample GS-1, we were requested to obtain three samples in the immediate AMEC Earth&Environmental,Inc. 11335 N.E.122n°Way,Suite 100 Kirkland,Washington USA 98034 Tel (425)820-4669 Fax (425)821-3914 www.amec.com S:\WORDPROCN—ProjectskTacoma\00087 City Transfer1T04-Stoneway Stockpile Addtn sampling.doc ameO City Transfer, Inc. 1-93M-00087-A T04 June 8, 2001 Page 2 vicinity of the location of sample GS-1. Also, due to the volume of material stockpiled (approximately 275,000 cubic yards) two additional tests were performed to meet the Port of Seattle's sampling matrix, for a total of six samples, not including the additional three to confirm the results of GS-1. A total of six samples were also submitted for metals analyses. The results of the analytical analyses are shown on Table 1 and Table 2 below. It should be noted that we have included the analytical results from our previous sampling event within the aforementioned tables. Analytical test results from the samples we obtained on May 31, 2001 and on June 4, 2001, disclosed the samples to have no concentrations measured above the method detection limits for gasoline-range petroleum hydrocarbons, or heavy oil-range petroleum hydrocarbons, with the exception of GS-1 obtained on May 31, 2001. Concentrations of the eight metal analytes, from both sampling events, indicated no detectable concentrations or concentrations similar to natural background levels. TABLE 1 SUMMARY OF ANALYTICAL RESULTS TEST RESULT ON SOIL SAMPLES: PETROLEUM HYDROCARBONS STOCKPILED SOILS AT THE STONEWAY PIT, RENTON, WASHINGTON NWTPH- Date TPH-G TPH-D TPH-O Sample No. Collected Gx/BTEX m m m (ppm) (PP ) (PP ) (PP ) GS-1 5/31/01 ND NT ND(') 85 'j GS-1A 6/4/01 NT ND ND ND GS-1 B 6/4/01 NT ND ND ND GS-1C 6/4/01 NT ND ND ND GS-2 5/31/01 ND NT ND(' ND ') GS-3 5/31/01 ND NT ND(') ND ') GS-4 5/31/01 ND NT ND(' ND(' GS-5 6/4/01 NT ND ND ND GS-6 6/4/01 NT ND ND ND MTCA Method "A" Cleanup 100 100 200 200 Level ND = Non-detectable contaminant concentrations (below Practical Quantitation Limit) NT= Not tested MTCA=Washington State, Model Toxics Control Act NWTPH-Gx/BTEX= Gasoline-range petroleum hydrocarbons by Northwest Method TPH-G/BTEX TPH-D, TPH-O = Diesel-, and heavy oil-range petroleum hydrocarbons by Northwest Method NWTPH-D extended (2) TPH-G, TPH-D, TPH-O = Gasoline-, diesel-, and heavy oil-range petroleum hydrocarbons by Washington State Method WTPH-HCID S:\VVORDPROCN—Projects\Tacoma\00087 City Transfer\T04-Stoneway Stockpile Addtn sampling.doc City Transfer, Inc. 1-93M-00087-A T04 June 8, 2001 Page 3 TABLE 2 - SUMMARY OF ANALYTICAL RESULTS TEST RESULT ON SOIL SAMPLES: METALS STOCKPILED SOILS AT THE STONEWAY PIT, RENTON, WASHINGTON Sample Date Ag As Ba Cd Cr Hg Pb Se Number Sampled S-1 5/7/01 ND ND 33 ND 17 ND ND ND S-2 5/7/01 ND ND 57 ND 26 ND ND ND S-3 5/17/01 ND ND 52 ND 27 ND ND ND S-4 5/17/01 ND ND 54 ND 16 ND ND ND S-5 5/17/01 ND ND 43 ND 20 ND ND ND S-6 5/17/01 ND ND 46 ND 18 ND ND ND MTCA Method A 74 20.0 920.0 2.0 100.0 1.0 250.0 5 Cleanup Level MTCA =Washington State, Model Toxic Control Act Ag = Silver, As =Arsenic, Ba = Barium, Cd = Cadmium, Cr = Chromium, Hg = Mercury, Pb = Lead, Se = Selenium Ag, Ba, Cd, Cr by EPA Method 6010B, As by EPA Method 7060, Hg by EPA Method 7471, Pb by EPA Method 7421, Se by EPA Method 7740 All results in parts per million (ppm) ND = Non-detectable contaminant concentrations (below Practical Quantitation Limit) N/A= Not Applicable Shaded Areas = In excess of MTCA Method A Cleanup Levels 3 i.MORD1'I t(1C\ I hajvdl \I"'ullw\ODUIi/lily Slunewuy Slo,6pdc Addk,c..,,,y inLj duc ameO City Transfer, Inc. 1-93M-00087-A T04 June 8,2001 Page 4 CONCLUSIONS AND RECOMMENDATIONS Based on our previous study and our recent sampling and testing, AMEC concludes the following: • Our previous and current analytical testing performed on the soil samples by AMEC indicates the stockpiled soils at the Stoneway Pit do not have any detectable levels of petroleum hydrocarbons (with the exception noted previously) or levels of metals above background concentrations. • Based upon our understanding of the stockpiling process and our previous work on the three sites, it is AMEC's opinion that stockpiling of the fill material from the Summit Ridge and Lincoln Square sites at the Stoneway Pit has not adversely affected the condition of the fill material. • The level of testing performed and reviewed by AMEC is an accurate representation of the material being considered for general embankment fill. In summary, it is our opinion the stockpiled soils at the Stoneway should be re-approved as a fill the Third Runway: Embankment Construction—Phase 4 project. S:\WORDPROC\—Projects\Tacoma\00087 City TransfeAT04-Stoneway Stockpile Addtn sampling.doc ameO City Transfer, Inc. 1-93M-00087-A T04 June 8,2001 Page 5 CLOSURE We hope that this letter adequately addresses all pertinent review comments. If you have any questions or desire additional clarification, please do not hesitate to contact us at your convenience. Sincerely, AMEC Earth & Environmental, Inc. D w ANAL EXPIRES 12/19/ p William J. Lockard, P.G. James S. Dransfield, P.E. Project Geologist Principal WJUJSD/kms Enclosures: Analytical Test Results and Certificates Distribution: Mr. Keith Benson, City Transfer, Inc. (8) S:\WOROPROC\_Projects\Tacoma\00087 City Transfer\T04Stoneway Stockpile Addtn sampling.doc Bill Lockard -0106-019.doc Page 1 s 5 1 June 8,2001 Bill Lockard AMEC Earth&Environmental, Inc. 11335 NE 122nd Way,Suite 100 t Kirkland,WA 98034 Re: Analytical Data for Project 1-93M-00087-A T04 Laboratory Reference No.0106-019 Dear Bill: Y Enclosed are the analytical results and associated quality control data for samples submitted on June 4,2001. i The standard policy of OnSite Environmental Inc. is to store your samples for 30 days from the i date of receipt. If you require longer storage,please contact the laboratory. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the data,or need additional information,please feel free to call me. k k Sincerely, [6 pF 5 5 E David Baumeister Project Manager l Enclosures l a i E k S i t. t5 8 i Bill Lockard -0106-019.doc _ Page 2 2 Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler: 06-019 Project: 1-93 M-00087-A T04 NWTPH-HCID Date Extracted: 6-5-01 Date Analyzed: 6-5-01 Matrix: Soil Units: mg/Kg(ppm) Client ID: GS- 1A GS-1B GS- 1C Lab ID: 06-019-01 06-019-02 06-019-03 Gasoline: ND ND ND PQL: 22 22 22 Diesel Fuel: ND ND ND PQL: 55 54 54 Heavy Oil: ND ND ND PQL: 110 110 110 Surrogate Recovery: o-Terphenyl 100% 99% 105% Flags: 1 Bill Lockard -0106-019.doc Page 3 3 I i Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 NVVTPH-HCID Date Extracted: 6-5-01 Date Analyzed: 6-5-01 Matrix: Soil Units: mg/Kg(ppm) i Client ID: GS-5 GS-6 Lab ID: 06-019-04 06-019-05 E I Gasoline: ND ND ! PQL: 21 22 Diesel Fuel: ND ND PQL: 53 54 Heavy Oil: ND ND I, PQL: 110 110 C Surrogate Recovery: o-Terphenyl 96% 94% F Flags: R I I(P F i Bill Lockard -0106-019.doc _. . _ _ Page 4 4 Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 NWTPH-HCID METHOD BLANK QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5-01 Matrix: Soil Units: mg/Kg (ppm) Lab ID: MB0605S1 Gasoline: ND PQL: 20 Diesel Fuel: ND PQL: 50 Heavy Oil: ND PQL: 100 Surrogate Recovery: o-Terphenyl 109% Flags Bill Lockard -0106-019.doc .... _ _. a..-; Page 5 f r 5 r Date of Report:June 8, 2001 Samples Submitted: June 4, 2001 Lab Traveler: 06-019 Project: 1-93M-00087-A T04 TOTAL METALS EPA 6010B/7471A Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 I Matrix: Soil Units: mg/kg (ppm) Lab ID: 06-019-04 Client ID: GS-5 F Analyte Method Result PQL i Arsenic 6010B ND 11 i Barium 6010B 43 2.6 Cadmium 6010B ND 0.53 Chromium 6010E 20 0.53 Lead 6010B ND 5.3 Mercury 7471 A ND 0.26 Selenium 6010B ND 11 Silver 6010E ND 0.53 ff i E ;'Bill Lockard-0106-019.doc _ r _ _ _ ..._ . _ _, �. . _ Page 6 6 F i Date of Report:June 8,2001 I Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 i TOTAL METALS EPA 6010B17471A Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) E B ti Lab ID: 06-019-05 Client ID: GS-6 Analyte Method Result PQL i E Arsenic 6010E ND 11 i Barium 6010E 46 2.7 Cadmium 6010B ND 0.54 I i Chromium 6010B 18 0.54 i Lead 6010E ND 5.4 Mercury 7471A ND 0.27 Selenium 6010E ND 11 Silver 6010B ND 0.54 k F� F E I g� t 3 Bill Lockard -0106-019.doc __.- .._..�.,. _..._._, Page 7 E 7 t i t Date of Report:June 8, 2001 Samples Submitted:June 4, 2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 TOTAL METALS EPA 60106/7471A METHOD BLANK QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) Lab ID: MB0605S3&MB0605S5 Analyte Method Result PQL Arsenic 6010B ND 10 Barium 6010B ND 2.5 Cadmium 6010B ND 0.50 t Chromium 6010B ND 0.50 Lead 6010E ND 5.0 e Mercury 7471 A ND 0.25 t Selenium 6010B ND 10 t r Silver 6010B ND 0.50 e E e i I f P i e i 's e } Bill Lockard -0106-019.doc . Page 8 i 8 Date of Report:June 8,2001 Samples Submitted:June 4, 2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 TOTAL METALS EPA 601013/7471A DUPLICATE QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) t Lab ID: 06-019-04 Sample Duplicate Analyte Result Result RPD PQL Flags Arsenic ND ND NA 10 Barium 40.8 50.0 20 2.5 Cadmium ND ND NA 0.50 Chromium 18.9 21.1 11 0.50 Lead ND ND NA 5.0 Mercury ND ND NA 0.25 Selenium ND ND NA 10 i Silver ND ND NA 0.50 4 t F Bill Lockard -0106-019.doc ..___ ._..._ .�_,. a ..._ .w...._R . . Page 9 9 Date of Report:June 8,2001 Samples Submitted: June 4, 2001 Lab Traveler: 06-019 I Project: 1-93M-00087-A T04 t i t TOTAL METALS EPA 601013/7471A MS/MSD QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) Lab ID: 06-019-04 Spike Percent Percent Analyte Level MS Recovery MSD Recovery RPD Flags Arsenic 100 79.7 80 86.5 87 8.2 I: Barium 100 133 92 129 88 3.5 E Cadmium 50 41.5 83 41.5 83 0 e I Chromium 100 103 84 102 83 0.15 i Lead 250 217 87 215 86 0.95 Mercury 1.0 1.16 116 1.16 116 0 Selenium 100 91.4 91 98.3 98 7.3 } e Silver 50 44.5 89 43.5 87 2.4 t i F (f f I 5 Y I k s r F f C{� F t f t Bill Lockard-0106-019.doc _. Page 10 10 Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 %MOISTURE Date Analyzed: 6-5-01 Client ID Lab ID % Moisture GS-1 A 06-019-01 9.0 GS-1 B 06-019-02 7.0 GS-1 C 06-019-03 8.0 GS-5 06-019-04 5.0 GS-6 06-019-05 8.0 -Bill Lockard - 0106-019.doc „ _. Page 11 11 I 't r OnSite Environmental Inc. i data qualifiers and abbreviations A-Due to a high sample concentration,the amount spiked is insufficient for meaningful MS/MSD recovery data. B-The analyte indicated was also found in the blank sample. Ct E C-The duplicate RPD is outside control limits due to high result variability when analyte concentrations are within five times the quantitation limit. D-Data from 1: dilution. E-The value reported exceeds the quantitation range,and is an estimate. r F-Surrogate recovery data is not available due to the high concentration of coeluting target compounds. i G-Insufficient sample quantity for duplicate analysis. H-The analyte indicated is a common laboratory solvent and may have been introduced during sample C preparation,and be impacting the sample result. i I-Compound recovery is outside of the control limits. i J-The value reported was below the practical quantitation limit. The value is an estimate. K-Sample duplicate RPD is outside control limits due to sample inhomogeniety. The sample was re-extracted and re-analyzed with similar results. i L-The RPD is outside of the control limits. I M-Hydrocarbons in the gasoline range(toluene-napthalene)are present in the sample. O-Hydrocarbons outside the defined gasoline range are present in the sample; NWTPH-Dx recommended. P-The RPD of the detected concentrations between the two columns is greater than 40. Q-Surrogate recovery is outside of the control limits. S-Surrogate recovery data is not available due to the necessary dilution of the sample. T-The sample chromatogram is not similar to a typical U-The analyte was analyzed for,but was not detected above the reported sample quantitation limit. V-Matrix Spike/Matrix Spike Duplicate recoveries are outside control limits due to matrix effects. W-Matrix Spike/Matrix Spike Duplicate RPD are outside control limits due to matrix effects. [ X-Sample extract treated with a silica gel deanup procedure. E r Y-Sample extract treated with an acid cleanup procedure. f Z- ND-Not Detected at PQL MRL-Method Reporting Limit PQL-Practical Quantitation Limit RPD-Relative Percent Difference Bill Lockard-0105-228B.doc Page 1 r j 1 June 8,2001 Bill Lockard AMEC Earth&Environmental, Inc. f 11335 NE 122nd Way,Suite 100 Kirkland,WA 98034 Re: Analytical Data for Project 1-93M-00087 T04 Laboratory Reference No.0105-228 i Dear Bill: Enclosed are the analytical results and associated quality control data for samples submitted on May 31,2001. The standard policy of OnSite Environmental Inc. is to store your samples for 30 days from the ' date of receipt. If you require longer storage,please contact the laboratory. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the data,or need additional information,please feel free to call me. Sincerely, t E F David Baumeister Project Manager Enclosures F II C I i I ;Bill Lockard -0105-228B.doc 4. _ .,. ,. _ ___. .e.., Page 3 j 3 Date of Report:June 8,2001 Samples Submitted: May 31, 2001 Lab Traveler: 05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 6010B/7471A Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) Lab ID: 05-228-02 Client ID: GS-2 Analyte Method Result RQL Arsenic 6010E ND 11 Barium 6010B 57 2.8 Cadmium 6010B ND 0.56 Chromium 6010B 26 0.56 Lead 6010E ND 5.6 Mercury 7471A ND 0.28 s Selenium 6010B ND 11 Silver 6010B ND 0.56 E i i B F 6 r. P e k 3 M1 d _ Page 4 Bill Lockard -0105-228B.doc 9 4 t Date of Report:June 8,2001 Samples Submitted: May 31, 2001 Lab Traveler: 05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 6010B17471A Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 l r t Matrix: Soil f Units: mg/kg (ppm) Lab ID: 05-228-03 Client ID: GS-3 i Analyte Method Result PQL Arsenic 6010B ND 11 Barium 6010E 52 2.9 Cadmium 6010E ND 0.57 Chromium 60108 27 0.57 r Lead 6010E ND 5.7 Mercury 7471A ND 0.29 Selenium 6010B ND 11 rt Silver 6010B ND 0.57 e 5 Bill Lockard -0105-228B_doc Pa... _ ..._,.._ .._.. _ ._...._. .___.... __ _ _ 9 - C 5 I Date of Report: June 8,2001 Samples Submitted: May 31, 2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 60106/7471A Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 i Matrix: Soil Units: mg/kg (ppm) Lab ID: 05-228-04 Client ID: GS-4 C E' Analyte Method Result PQL j Arsenic 6010B ND 11 i Barium 6010B 54 2.9 Cadmium 6010E ND 0.57 Chromium 6010E 16 0.57 Lead 6010E ND 5.7 Mercury 7471 A ND 0.29 Selenium 6010E ND 11 Silver 6010B ND 0.57 k !,Bill Lockard -0105-228B.doc _ Page 6 6 Date of Report:June 8,2001 Samples Submitted: May 31, 2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 6010B/7471A METHOD BLANK QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) i Lab ID: MB0605S3&MB0605S5 G i Analyte Method Result PQL Arsenic 6010E ND 10 i. Barium 6010E ND 2.5 Cadmium 6010B ND 0.50 R E Chromium 6010E ND 0.50 i Lead 6010E ND 5.0 Mercury 7471 A ND 0.25 E Selenium 6010B ND 10 Silver 6010E ND 0.50 r E e P E B k@` F Page 7 :-Bill Lockard-0105-228B doc _ _ ___.,�_ _.__. _ __-- -- ___ _ 9 � 7 i r Date of Report:June 8,2001 Samples Submitted: May 31,2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 601013/7471A DUPLICATE QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) G a c Lab ID: 06-019-04 Sample Duplicate Analyte Result Result RPD PQL Flags Arsenic ND ND NA 10 Barium 40.8 50.0 20 2.5 Cadmium ND ND NA 0.50 Chromium 18.9 21.1 11 0.50 Lead ND ND NA 5.0 Mercury ND ND NA 0.25 i i Selenium ND ND NA 10 Silver ND ND NA 0.50 6 E F E t F Y 5 t� f E i i I I E Bill Lockard-0105-228B.doc Page 8 j 8 Date of Report:June 8,2001 Samples Submitted: May 31, 2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 6010B/7471A MS/MSD QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) i Lab ID: 06-019-04 Spike Percent Percent Analyte Level MS Recovery MSD Recovery RPD Flags Arsenic 100 79.7 80 86.5 87 8.2 Barium 100 133 92 129 88 3.5 i G Cadmium 50 41.5 83 41.5 83 0 Chromium 100 103 84 102 83 0.15 Lead 250 217 87 215 86 0.95 I Mercury 1.0 1.16 116 1.16 116 0 R Selenium 100 91.4 91 98.3 98 7.3 Silver 50 44.5 89 43.5 87 2.4 F f f i i F. F P L F I' F F E E 4 h C Bill Lockard -0105-228B.doc _ __.._._ .. . Page I 9 Onsite Environmental Inc. data qualifiers and abbreviations A-Due to a high sample concentration,the amount spiked is insufficient for meaningful MS/MSD recovery data. B-The analyte indicated was also found in the blank sample. C-The duplicate RPD is outside control limits due to high result variability when analyte concentrations are within five times the quantitation limit. D-Data from 1: dilution. I E-The value reported exceeds the quantitation range,and is an estimate. F-Surrogate recovery data is not available due to the high concentration of coeluting target compounds. t G-Insufficient sample quantity for duplicate analysis. H-The analyte indicated is a common laboratory solvent and may have been introduced during sample preparation,and be impacting the sample result. I-Compound recovery is outside of the control limits. J-The value reported was below the practical quantitation limit. The value is an estimate. K-Sample duplicate RPD is outside control limits due to sample inhomogeniety. The sample was V re-extracted and re-analyzed with similar results. L-The RPD is outside of the control limits. f M-Hydrocarbons in the gasoline range(toluene-napthalene)are present in the sample. O-Hydrocarbons outside the defined gasoline range are present in the sample;NWTPH-Dx recommended. i. i P-The RPD of the detected concentrations between the two columns is greater than 40. Q-Surrogate recovery is outside of the control limits. S-Surrogate recovery data is not available due to the necessary dilution of the sample. T-The sample chromatogram is not similar to a typical U-The analyte was analyzed for,but was not detected above the reported sample quantitation limit. V-Matrix Spike/Matrix Spike Duplicate recoveries are outside control limits due to matrix effects. W-Matrix Spike/Matrix Spike Duplicate RPD are outside control limits due to matrix effects. E X-Sample extract treated with a silica gel cleanup procedure. Y-Sample extract treated with an acid cleanup procedure. Z- ND-Not Detected at PQL MRL-Method Reporting Limit I PQL-Practical Quandtation Limit RPD-Relative Percent Difference k E k Crushed Surfacing Submittal D N Submission Date: October 2, 2001 � ary ��TRANSFER INC G',q TE :SVQ Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for crushed Surfacing Material - Spec. 4-04.1. Attached are the material specifications for the crushed surfacing to be used on this proj ect. Contractors signature: Stan McAllister Project Superintendent 2720 E. Valley Hwy. Edst • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 t IN SPECTION&TESTING SERVICES SPEARS .v' G GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING ENGINEERING t4c CONSTRUCTION/PROJECT MANAGEMENT TECHNICAL SPECIALIZING IN ROADS 8t BRIDGES HTTP://WW W.SPEARS-ENGINEERING.COM SERVICES TEST RESULTS OBTAINED Date Received: 9/17P-001 ASTVI D-2487 Unified Soils Classification System Sample#: A-1505 GIN,Well-graded Caavelvith Sand I Sample ID: Top Course Source: City Transfer,Inc. Dno 0.583 mm %Gravel=56.4% Coeff.of Curvature,Cc=2.23 ` Specifications DID) 3.090 mm %Sand=39.5% Coeff.of Uniformity,C,,= 12.31 I WSDOT 9-03.9(3)Top Course Dceoi 7.173 mm %Silt&Clay=4.1% Fineness Modulus=5.23 Sample Nieets Specs? Yes Liquid Limit=0.0°1. Plastic Limit=0.0% Plasticity Index=0.0% Actual iLrterpolated __ Cumulative,Cumulative Sieve Size--Percent I Percent E Specs 1 Specs GRAIN SIZE DISTR16UTION US Metric ;Passing,` Passing ; Max Nfln �� 6.00" 150.00 ' 100.0% ! I 100.0%�Irl r r r '•'•t,+!�lC«!• rI r rr-- 100.0% nII I I I nn111 I I� IInI11 I I unn l 1 1 nnI1I I 4.00" { 100.00 100.0% i null 11 mull I I null I I nnnl 11 un111 ( wlll I I mull I I}{ Innl11 1 anal 1 1 un111I I 3.00" 75.00 100.0°,o 90.0% 111 l i I_1_ 1 i 1111 ._I} III I l 1_I_1_IILI I l J_I__Ill 1 1 - 90.0% nIIII I I IIIIIII I I .IIIIIII I I InIu1 I IIIIIII 2.50" 63.00 i 100.0% E i un1l I I null I I ��n111I I I null I I nn111 2.00" 100.0%50.00 i I ( u1I1I I I Inllll I I yell I I WWII I I I Inllll � I fullll 1 I IIIIIII I I 1411111 I unnl I I nnlll l ' 80.0% "Ilnr rr r-yr.Inn -r mrlr rr r-Ylnn�yti--mnrrr-- 80.0% 1.75" I 45.00 1100.0% ( 1 IIIII I I I nuII1 I I 11 11I I I nlul I I I unll I I I 1.50" 37.50 ( 100.0% ( n I I I 1 I I n III I k u1111 I I unIII I I nII1I I null I I I anal ' 1.25° 31.50 100.0% 70.0% 1:-Ill L I_i J11111i i 70.0"o l l I I ulllll I IuII' I uunl I I unII1I 1.00" 2500 100.04% ( n1111 1 nuI1I I null I ulllll I I ulnll null I I ulllll I I nuIII I unnl I I. un 11I I I 7/3" 22.40 100.0% ( null I nuI11 I n IIII Waal I I uu111I ( 60.0% Irltrrr--Irrin7�-I--nllrrlir- tmlrlyy-I- -mlrlrl-I-r- 60.0% 3/4" 19.00 j 100.0% 100.0% 1 100.0%1 100.0% 0 null I I nn111 I I ul II I I+I unnl t I unIII I W ! C null mull I I n1+11I I nnul 1 1 unII1I 513" j 16.00 1 99.10% 1{� 99.1% ( N nI I I I unlit I I n11 I I i nnul I I unlll N I/2" 12.50 1 87.91% I {f87.9% 1 CM .0.0Wo )I I I I I I I IIIIIII I 1 IIII I I I 111111 1 1 1 -III I I I I-I-I - 50.D% 71.600 71.6%3/8" 9.50 ay; jo Fnull ulllll I I nnl•I� I mull I I nInII 1/4" 6.30 1 55.6% � 55.6% I i5.0% � 55.0% FInI1 I I I nn111 I I null I �uln I I I unll l 1 11�+a�lua��a--I lalals.t-I--ulua I a_ luuaau__wua�.1_r__ 40.01 k 44 f 4.75 43.6% 43.6% ! d II I I 1 1 I I nI I l 1 1 I I 31 a`l I l 1 11 n I I I i t � null I I ulllll I I InII1 I L IIRIuI I I Inllll I #3 2.360 24.0% ! n111 I I ulllll I nI1I l n,111 I 1 n1111 I IIIIIII I I IInI1l 11, nIl I1 I I nnIII 1 I 110 2.000 21.1"0 21.1% 30.0% nilTi r nnnt nlflii i`llil ll1 I--ITIiIri1'i 30.0% � ( nnI I I I nulls I I null I I I �unl5 I I I uInII I I #16 1.130 I 15.1% nlI I I I null I I I unll i•I iannlli l 1 nnI1I ' unI I ulllll I l unll 114 uu unIII I #20 ! 0.850 ! 12.7°./0 12.7% (j 1 ala��a-Jlalal� --ultra 20.0% 20.0% #3U I 0.600 1 10.2% cull 1 1 anal I l ulull I I nuns l unIII of ` 0 1 null I nulls I uulll l I •lnlll I I`i nnI111 I #40 0.425 � 3.4-0of 3.4,0 1 24.O.o ( 3.04o I#50If I (1 10.0% 4nnmnlitII TI1I rII-I1I I1I - nunInn1unrll;lIl 11I lI1I-II1I--fnnlInnIIl TII II II TII -lnnl 0.300 .10 nunn v1�e1•-��-•+-�ny,n�11I111 I-I - 10.0% #60 0.250 6.6% € 6.6116 r*,� Ij I#80 0.180 5.r �uI111 I l nnI11 I I mulls I nnnl I I uir1111 I f /o ( 0.0% 0.0% #100 ! 0.150 i 5.4% 5.4% 1000.00 100.00 10.00 1.00 0.10 0.01 #140 i 0.106 1 4.7% #170 f 0.090 1 { 4.4% Particle Size(mm) #200 I 0.075 4.1% 4.1% 10.0% I 0.04% #270 0.053 ! i + J-ieve S-izes s.�.-Maz Specs �-• �I;n Sa res Sieve A.esults I CnPmghtisp-m Eng,-Iing@.Tcdmual S--PS.1996-2000 Sand Equivalent: 71 Fracture Count: 98% single face fracture P.O.Box 1007 PHONE: (253)833-7967 Report#01003-066 AUBURN,WASHINGTON 98071-1007 FAx: (253)735-2867 Page 2 of 2 T3 'f R A_C T 0�; -O • �. m _ y Topsoil Submittal Submission Date: October 2, 2001 CITY TRANSFER INC. E s vQQ Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Topsoil Material - Spec. 8-01.3(2) & 9-14.1(1). Attached are the material specifications for the topsoil to be used on this project. Contractors signature: /�"VeA Stan McAllister Project Superintendent 2720 E. Valley Hwy. Ealt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 SEPINSPECTION&TESTING SERVICES r GEOTECHNICAL ENGINEERING SPEARS CONSTRUCTION MATERIALS ENGINEERING ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIALIZING IN ROADS$BRIDGES TECHNICAL Hi,?://'W'-V'W.SPEARS-ENGiNEEglNG.COM SERVICES TEST RESULTS OBTAINED Date Received:411-'00 A.STtil 6243-Cnitied Scils Cirssirication S�qem I) Sample:!: A 1193 SNL Silty Sand I! S:mtple ID:Buckley Fluttte SO-0 R,;4A Zane S.utd II Source: City Transfer.Inc D-:•?,=!).023 trsn 'In Crastl=2006 CoetFoftltr•,:ura-c.C:_=1.== Speefficadrnn a;•;;=0.1!3 nsn 0o Sand=729°o Ccetf.cfCnif., nir+.C;;= ( Ra4Zcne5aru1 Min °,Silt tC_1ay=27.1°o Fincn"*%ladulur= I.33 iI Simple Meets spe ,. No Liquid Limit-- ).l,°o PlavicUnit=0.00o T!.Lticih Aawl '•Interpolated 0imuLative Cumulative L� Sieve Size Percent Percent s II {aa!N SIZE Dis1RiUU'TIoN SAS LS Metric Passing `: NWns NIXE Mill � O - -� j YYY ; Y1a •yYY ° 1 GG.0.f 6.Oti' ! 150.uu lu0.ti o I �.; •} .++ tr1^T..........-. IGC:J�7 QU" 1UQU0 100.V°o ! co.-% 63.01) I00.0°o �r I,tLi,loo 80.C? . .. • •.. 80.0% ! 1.5u.. 37c0 100.00o 1� 1_5' 31.50 101MO-0 ! 70.0% --- 70. ` . 0 ° LOW. c p) , 100.IP o 60.0% 00 �two 16 ! 1t i C I :. 12.50SO:G°'° ,n � 1.4" 6.30 1OQtW-0 I o I n{ {7c 1pQr'oo i 10o..)-. 1 1!)t).0°o 1!70.+"Fa i ° =10 '_A;K) i 99.100 Q9.1°'0 I 30.C4o -- _ '_..�° MCI% =16 I IAA 14.oo 1 04.50. i 1u!oo. 85.1P0 I =D ! 0.S50 92.7 a 92.7°n i ! 20.0% - - ....... - cO C -'' 0.6010 1 811°o I 81100 :u.!P'o i 50.00. =4V i 0.3_s I 73.10o 73.100 i ro o ![t i - 10.0% -)0 0.2 50 181o0 1S.1°0 3o.(Po lit,lno l a 130 ! i 34.9Do ; I C.C'% ! t'� ! �•'' �'� 00°'° =lit) 2150 i 32.10o i 3110o 10fPo i 3.006 i 1CO.00 10.00 1.00 0.10 0.01 =110 i uo6 #170 1 0.0(h) i 23.10;, ! Particle Size(mm) =3o') 0.015 I 27.100 i 27.10'0 2.0% O:Ao ?270 0.053 11.6°'o j 11.600 I U)°o I 000'0 `-%D'!�'✓F1.Ders:rg'�r.K.'.•:i-mul a'a>a:.ro..,.....• 1, 28.7% Organics by Volume P.O. Box 1007 PHONE: (253)833-7967 Report,$00002-01 3 AuBuRN,WASHINGiON 9 3071-1 007 FAX: (253)735-2367 Page 2 of 2 �S oRACr0 f • ac � C.,TRA NSFER /AK:v �Qq tE�s�QQ Maplewood Golf Course Regrade Plan of Operation • Mobilize to site on 9/15/01 and set up traffic controls. • Set up ecology block stockpile area in SE corner of staging area • Begin installation of construction fencing with silt fence following • Install storm sewer pipe • Remove and replant trees • As soon as shoreline permits are approved, begin asphalt removal and clearing and grubbing. This work will be ongoing starting just prior to fill placement and will proceed as fill operation progresses. We will start at station 7+50 +/- and work towards station 0+00 to allow trucks to travel on the existing asphalt. • Import and place structural fill • We will begin placement of topsoil prior to completion of structural fill if possible • Crushed rock and paving will start as soon as topsoil placement is complete. • Sod placement will begin when paving is complete. • Clean up of site and regrade of staging area and removal of any remaining material will follow sod placement. Maplewood Golf Course Regrade 7,'01 1 Oct 14,'01 1 Oct 21,'01 Oct 28,'01 Nov 4,'01 ID Task Name Duration M T W T F S I S I M I T I W I T F I S I S M T W T F I S I S M T W T F S I S I M I T W 1 Install Silt&Construction Fence 3 days 2 Install 4"Storm Sewer 1 day -- 3 Remove&Replant Trees 2 days 4 Irrigation Revisions 10 days 5 Clear&Grub 8 days 6 Place Structural Fill - 10 days 7 Place Topsoil 4 days 8 Place Crushed Rock 1 day 9 Paving 2 days 0 10 Install Sod 5 days Page 1 'tIRACT 7_6 O�yam.. . ,.. O D j N Storm Sewer Pipe Submittal Submission Date: October 2, 2001 crrr .TRANSFER _ INC G',q TE SuQ Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Storm Sewer Pipe Material (Sec. 7-04.2) Attached are the manufacturer's specifications for the storm sewer pipe material to be used on this project. Contractors signature: "It�eZ2, Stan McAllister Project Superintendent 2720 E. Valley Hwy. Eakt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 _ 1 L r k i n. - 3 _ "•{ 1 iK+, r .�:.., t;'{I ,, tjJ".. -:✓��y '��y-..r a�lS,,'9 Yt � ! w r A , ! {i. .r !� }t a i I 1 Z•ir-1 ;l{r^ } } ,4�y6 PAIR '�I 1 �F 1 ��:�. �i' _i •� u�. ��r�� �� � r 7� ��` � h I �';'ry'i f t Yt f'.��� �� t Ni. � 'k;�t ay u �AI± `t ' '�I +r�� .� k I s•tk T.e�r},r .� I - a: SIR f ~T r '.t �n � �r e � Y N�. �.. ,+iE ��i} t.t S� y't� tY��<� �.t '�� 9f•�'1�B W,ij'!" �'�"": x it I �i 1� g� +) Yt i� � 5`.�^ � .t � i,�°r '_r 4�� �j�'. �3 �%, �(,.:'� ,r.^.� �i �....A�A •,>r I' C � t r cmtme• r� ,;r ,$�"''3y! 3 yi t �, �, �r•,t 4`'> 'i'€( � tI 'F' ,t �I} rl� ,i WIT `"sp... �•ri �r ,, R n� o- 1ryr Y 7 > t �I 1n� r � f � '�� '•r, 8Y 1�s��t �A!' f n f f c >; � � rer. �-: � _ ✓ , � .'. ' '.y. 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G '�e 1 r. t.'��i: a ..t..• x. �'7{ 1� o.h+' •'1 Rt,., ,,-...!�„-1 �..: ,f: �.,1 ;`y��, d"'��1�1!'� i"^w� {'�:ti !r4''�;+� � :L�P,y :lf'1^�;�� ��{' p�,f.�j( .+ flt '}-+,X��. x d' I ti a M , 10.01!U1 MON 09:13 FAX 253 840 1141 USFilter Puyallup 004 i { I 1 ALL Th Capacity age Dicaneter Eight years of intensive design and spigot joints provide fast, soil-tight production testing have led to the connections. Long 20-foot lengths introduction of N-120HC 42" and 48" are easily transported (one truck can HDPE pipe. It features a smooth deliver 120 feet of 48" pipet, and inner wall for efficient high-volume require far fewer joints than concrete = flow, and a smooth exterior for joint pipe in the same diameters. Its light- integrity and alignment. weight (only 640 lbs. per 20-foot sec- tion of 48" pipe) reduces the need for 1nWVC1hVe WCd1 demon manpower and heavy equipment. The wall section resembles a honey- Total installation time can be comb, braced circumferentially with reduced by as much as 30!0 over closely spaced circular ribs. This equivalently-sized concrete pipe. Z. design increases both pipe stiffness to handle installation stresses, and T. structural strength for heavy loads, Additional informa+ian -�' -- without excessive increases in pipe available from ADS: weight. In tests at Utah State i- AASH70 Spec;fication MP6 - University, a 20-foot section with- stood soil pressures equivalent to 2. ASTM 02412 180 feet of cover. These results and 3. ADS Tech Note 2-115. "Com- others indicate that N-12 HC may parative Pipe Stiffness" + 'h have the most stable large diameter wall profile ever manufactured. 4. ADS Form#c 1096, ADS Y IV-12 HC Pipe" InteWcil joints 5. ADS Tech Note 4,103, "Pr'astic Pipe Design"by James B. lation Goddard s,ar Factory-installed gasketed bell-and- Y� 7 i 1• , `i r i0. O1.0i 'i0ti 09: 13 F 2�3 3 0 i1�1. l SFilter Pu;-allup 1 00. Smooth Intm for Pipe 9 � 1 1 = r . N-12 has built an impressive serv- this capacity for years into the future. ice record in storm water and other With its 0.012 rating, the pipe if idea drainage applications where for applications requiring low hydraulics are important and durabili- Mannings "n" values. ty is critical. The pipe is offered in diameters from 4"through 36" in 20 ft. lengths. Fast, emy Joining I C-Orrugated exterior adds N-12's light weight leads to a number S „ of job site economies: more pipe perdelivery truck, easier handling, The natural toughness of HOPE is er crews, less heavy equipment, enhanced by the corrugated exterior less pipe damage, and better safety, which increases the structural The pipe cuts easily and requires no strength of N-12 pipe. It is designed beveling for joining. for use under Moth H2O and E80 live r loads, or with fill heights of 50 feet or more. In fact, field research shows MW r the pipe performing well at depths Additional Information r- exceeding 100 feet. Even under available from ADS: harsh backfill conditions and shifting 1. AAShlTO Specification M252 soils, N-12 has continued to give out- 2. AASHro Specification standing performance. M294 �* 3. ASTM D 2412 booth inferior provides 4. ADS Tech Note 2.115, ,Com- SLip2rj0r flow`° x•- partitive Pipe Stiffness" v In order to meet the most demanding 5 ADS Form#L 1062193, 'ADS N-12Pipe" hydraulic requirements, N-12 is man- s. ADS tech wore 4.103, 'Plastic x ufactured with a smooth inner wall. Pipe Design"byJames S. - This design insures maximum flow Goddard ' capacity, and PEs resistant e to 7. PennDOT Deep Burial Study abrasion and corrosion will sustain :40 If Er -•- y `' x_�►+• ,E _ -..y ��y� ��:fir't {�o„Lt •+ ZZ j6r � of ,� _t _ .�, ti .�.I-r •/��,-"/� �Vi�'r. .....e' _ cam. i'. f .�,r.-,� ,- ' '! � •"A � �..^-��''4�ars W"ter- �--�� ... •-;�. ! f-:� - L '._: h- rJ' ADVANCED DRAINAGE SYSTEMS, Watertight Joint Testing Reference o t5 buried: Doecmber 14, 1993 AI)S Laboratory t'ritnary A(tcrttate Suitable - y Product Certification Field Test Field 'Pest Applications 4" thru 10" ASTM D 3212 Visual Inspection *AS'I'Nl F H17 or WSDO'I' Sanitary Sewer Series-35 10 psi water 7-04.3(1) - (3.5 psi field test) *Alternate Test A5'I'M (' 969 Testable Watertight performance 12" thru 48" ASTM D 3212 Visual Inspection *ASTM F 1417 or WS1)0'1' Sanitary Sewer Pro-Link WTI 10 psi water 7-O4.3(1) -- (3.5 psi field test) Series-65 "Alternate test ASTM C969 Testable Watertight performance r' 12" thru 42" ASTM D 321214 Visual inspection Mandrel/TV Soil tight/watertight Pro-Link ULTRA,-,, 3.5 psi water NIKI an-testable situations Series-85ib Pressure Rated Joint ASTM 1)3212: Standard Specification for"Joints for Drain and Sewer Plastic Pipes using Flexible Elastomeric Seals" *Laboratory test designed to demonstrate a given joint design is suitable for sanitary sewer use.—Not to be used as a field test Only joints that pass the full/complete ASTM D 3212(not modified)am-considered to be aoceptahle to WOOT for testablelwatenight Storm Sewer jointed pipe per section 7-04 of the Standard Specifications. (1) The Series-$5 passes a modified ASTM D3212 test and is c onsidcred a pressure rated joint. !t is not a Low-Pressure air testable joint, The only field tests applicable to Series-85(Wo-link U`I TRA)pipe other than a visual inspection are a TV inspection or a Mandrel test. ASTkf F 141 7: Stwodaril-test Method for"Installation Acceptance of Plastic Gravity Sewer lines Using Low-Pressure Air" *Air test usod to verify proper installation of plastic sanitary sewer pipe—Field test for ASTM D 3212 qualified pipe. ASTM C 969: Standard Practice for:"Infiltration and Gxfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines" *1•field test for concrete pipe specifying leakage allowance of 200 gallonslinch diameterlmilclday. �1 c c )1-c,1 )IG (�9:11 F� 253 340 1141 USFllter Puyallup �0t;7 � `�A CE DR E"NTAG SYSTEMS_ Inc. Joint types and capabilities Fro-Mini: St j Pro-Link ULTRA Pro-Link ` T ' Series-95 Series-85 Series-35 and Series-65 I , *Standard ADS N-12 split *Bell and Spigot pipe joint *Series-35 coupler *Gasket meeting ASTM F 477 *Pressure testable joints *Available for pipe 3"to 42" *Joint-pressure rated(modified *Thermal-molded PVC double bell *Used on AASHTO_.N1-252& ASTM D 3212 to 3.5 psi water) coupler with ASTh4 F 477 M294 Type C and S pipe *Single installation—no gaskets *Wraps around pipe and Sts additional work to install split *Bell &spigot configuration into external corrugations couplin"s *ASTM D 3212 qualified at *Easy to install Closes with *Requires lube to install > 10 psi. cable ties I *Pipe is manufactured to meet *Joint lube required to install *Premiam split coupling AASHTO M 294 Type S *Available 4"through 10" *Same as standard in all *Used where a more stringent *Pipe is manufactured to meet respects soil tight or non-testable water AASHTO M 252 Type S 'gaskets are installed inside of tight joint is required *WSDOT/APWA approved for t-he coupling for a more testable systems secure soil tight leak resistant ***TESTING*"* *Used where a Sanitary Sewer joint Quality joint is necessary per the *Available for sizes 12" *Primary Field Test— risual design engineer tl'sough 42" Aiternatelathiiional if required Mandrel or TV ***TFSTLNGA** i**TESTL G{tx j ***Not to he held tested other i than the procedures indicated *geld tes7<Spsi *Primary field test is l'isuaL Mandrel or TV AST'bi F 1.117 Alternaleladditional if required RSDOT section 7-04.3(1) _tifandrel or TV - I *Series-G; , 'Pressure testable joints *Thermal-molded PE welded on bell coupler *ASTM F 477 gaskets I *ASTNI D 3212 qualified at I > 10 psi- *Joint tube required to install i *Available 12"through 48" `Pipe manufactured to meet AASHTO 21294 Type S *WSDOT/APWA approved for testable Sy5teMS(See WSDOT QPL) ; i *Used where a Sanitary Sewer- ` Quality joint is necessary per the I design engineer h i ***TESTINGA 11- xl field test<Spsi 1 ASTM F 1417 tYSDOT section 7-04.3(41 I tuned- Deccmbe:14,1998 '( RACl V- Pipe Bedding Submittal D 1 N Submission Date: October 2, 2001 CITY TRANSFER'- INC. q TE SO Maplewood Golf Course Re-grade Project Project#: SAT-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Pipe Bedding Material - Spec. 7-17.3(1)B. Attached are the material specifications for the pipe bedding to be used on this project. Contractors signature: Z Stan McAllister Project Superintendent 2720 E. Valley Hwy. Edst • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 . From:J.Frank Spears 253 735-2867 To:Jim Anderson Date:9/24/2001 Time:8:08:14 Alvl Page 2 of 3 A INSPECTION Be TESTING SERVICES SPEARS GEOTECHNICAL ENGINEERING „x CONSTRUCTION MATERIALS ENGINEERING ENGINEERING & CONSTRUCTION/PROJECT MANAGEMENT SPECIALIZING IN ROADS&BRIDGES TECHNICAL HTTP://WWW.SPEARS-ENGINEERINr,.com SERVICES TEST RESULTS OBTAINED Date Received: 9/17/2001 ASTNI D-2487 Unified Soils Classification System Sample#: A-1501 SP,Poorly graded land with(ravel Sample ID: Gravel Borrow Source: City Transfer,Inc. D,.o;0.347 mm %Gravel=40.5% Coeff.of Curvature,C,.=0.40 I Specifications D,,, 0.821 mm %Sand= 58.3% Coeff.of Uniformity,C,= 14.19 II W SDOT 9-03.14(1)Gravel Borrow D 6,l-4.920 min %Silt&Clay= 1.3% Fineness Nfodilus=4.62 Sample Meets Specs? Yes Liquid Limit=0.0% Plastic Limit=0.0% Plasticity Index=0.0% Actual Interpolated Cumulative;Cumulative Sieve Size (Percent Percent - Specs Specs GRAIN $IZF �LSTRIbUTI(kV US INIetric ;Passing( Passing Max Yen ■ 6.00" 150.00 100.0% 100.0% -r 1 r 1 $ IN I 1 1 11 Iunwu I Iun1n1ns I 11lnunu 0I 7I TI rl,nTnlu 1 100.0% IH71t 4.00" 100.0E 100.00/0 100.0%: 100.00.o 4 I I Iluw 1 11nnn I I lluul �/I� nil I Illnl 3.00" I 75.00 j I 100.00/0 f 90.0% - _I.1.I_lurn._ uiui_ I i_t_illin__ I I_lin 90.0% I nnl nnn unl .T I I uul n1 2.50" ± 63.00 j 100.0°o iiiinu iinnn - i Inn. 2 " ; 50.0E.00 1 100.00/0 I n" ung �unl n nl !I 1.75 45.0E 100.0°0 80.0% I+I»/i 1 80.0% an uu1 dllnn• 1 Imm I I IIm 1.50" E 37.50 100.0% Hillnn uln 1 Iluu1 uu I I Ilnnl I I InIIu Ilnn I Ilnul I Illlnl 1.25" 1 31.50 j 100.04$ 1 70.04; _liillgi_ _1_1_I_Ii1in__iiiln -r-1_ Iil 'I_ __ iilin 70.0% nu nun nn s 1.00" j 25.00 100.0% 100.0% { nu1 WWII ?I I111y� 1 Ilnnl I I Illn I I I Inn I I I nlnl Ij 11 I,X1 I I I llnn I . IIIII I { 7/3" j 22.40 i 98.74o i Illlnl nun I I Ilnln uI P f 60.0% i 7.O.o of o 60.0% -+-r1+IrIn---rrl+l«rr-,+•I+I»--I-rrl+l«r-+t++I+I if 3/4" 19.0E 9. 97.O.b I I IIIIIII 1 1 Inns 1 Ilnhl I I Ilnlll I I IIIu I � � I I Iluw 1 1 Iunn ♦ 1 1 IId'm I I Ilnnl I I Ilnn � 51s" 16.00 1 33.0% 38.0% ( 5 n j l 111 II11 _- I 77.9 12.5E 77.9 '^ I I I Illln 1 1 I llnn I I nn '" 'I Illull I I (IIIII 50.0%li2 i " ! ?6 4/0 a 50.0% -I TIr1--I-.rITITIy r11 --I-rrlrlrlr-r r ll "o 1 a n ut �+IIlnn nu n d 3i3" j 9.5E 1 67.3°.o 67.3°o � I I IIIn11 1 11111 I I Ilan I I Illlnl I I I llln I 1/4" 6.30 j 63.P/a 63.3% 40.0% _1 ,l1.1111 ._1. 1_L.Illlll_lr 1LIlILL_ L .1 .1LIII1. d0.0% 1 #4 i 4.75 1 59.5% f 59.5% 80.0% 50.0% 1 1IIunI I I �I���le I�I IIIun I llllln I I Ilul #8 2.360 C 47.1°u n �In! 1 nln nlll n1 I I IIIII r IIt I I I IIIIIr-rI �I�I rIrnIIII 30.0%-I I -j iIInIrtrnrn#10 2.000 45.2"0 45.2% 30.0% -rI -IiTrtm r 1 I l linll 1 1 I II .I 1 I l llnll 1 1 Illlnl I I Illn, i #16 i 1.130 35 2% .I 20 f7j 1 -11 I I111111 I I I�I III I I IIIII111 I I IIIIIII 1I 1I 1E 200/ #30 0.600 1 i 20.5/ I1I1I1II1 L o o/ #40 1 0.425 , 13.0% j 13.0% 30.0% 0.0°.'0 I I I Iunl ( I n n I I I Inns 1 1 Illnn I I Ills #50 0.300 8.2% 10.0% -r-t-1T:"" -rVriTinr-r-IIrmn--I-rnrmr-r17rlTl 10.0% I I I II n I :I IpInl I I I Inns I I Ilnln I I I lul #60 0.250 I 62% 6.2% a I•i Ili nn nnl nl nn 1 I I Innl r� I I�unl I I I Ilan I I Illlnl I I I Ills] j #80 I 0.130 j 4.0% 0.0'/0 ••sue p l 1 4�1 0.0% 4100 f 0.150 3.0% 3.0% 1 0.01 0.10 1.00 10.00 100.00 1000.00 #140 0.106 I 1 2.0% #170 1 0.090 { 1.6% Particle Size(mm) #200 ( 0.075 1.34E 1 1.3% 7.0% i 0.0% #20 0.053 + Sieve sees M,❑spec: -•---Sieve Besulr, ( Copyright!Spear.Engineering&Technical Services PS•199E--"-000 1 Sand Equivalent: 78 Moisture Content: 8.6% P.O.Box 1007 PHONE: (253)833-7967 Report#01003-068 AUBURN,WASHINGTON 98071-1007 FAx: (253)735-2867 Page 2 of 3 G d+ Pipe Foundation Submittal N Submission Date: October 2, 2001 cCry °C TRANSFER ;INC. v Q Gq �,E 5uQ Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Pipe Foundation Material - Spec. 7-17.3(1)C. Attached are the material specifications for the pipe foundation to be used on this project. Contractors signature: Stan McAllister Project Superintendent 2720 E. Valley Hwy. Eatt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 t-rom:J.wank Spears 253 735-2867 To:Jim Anderson Date:9/24/2001 Time:8:08:14 AM Page 2 of 3 "a INSpecnoN&TESTINGSERVICES ��f�9ts lftk GEOTECHNICAL ENGINEERING _ CONSTRUCTION MATERIALS ENGINEERINGENGINEERINGQ l CONSMUCTION/PROJECT MANAGEMENT �[ SPECIALIZING IN ROADS&BRIDGES TECHNICAL HTTP-.f tW W W.SPEARS-ENGINEERING.COM SERVICES TEST RESULTS OBTAINED Date Received: 9/17/2001 AS-al D-2437 Unified Soils Classification System ' Sample#: A-1501 SP.Poorly gradcdSandwith Gavel Sample ID: Gavel Borrow Source: City Transfer.Inc. D,.0,=0.347 mm %Gravel=40.5% Coeff.of Curvature,C_=0.40 Specifications Dani 0.821 mm %Sand=58.3% Coeff.of uniformity,C,;= 14.19 t f WSDOT 9-03.14(i)Gavel Borrow D,oa1-d.920 mm °..•o Silt E Clay= 1.3% Fineness MocLlus-4.62 Sample Meets Specs? Yes Liquid Limit=0.0% Plastic Limit=0.0% Plasticity Index= 0.0% Actual iInterpolated { Cumulative,Cumulative ' Sieve Size Percent E Percent Specs Specs GRAIN SIZE DLsmibUTi(NV I US Metric ,Passing f Passing Max Nriin �� ` I a f 100.0% -T-I rl +htrhL 1 7M •!!•+!!�•-•# 7 r:n 100.0% 6.00" i 150.00 ! i 100.0 0 1 � ,o ( 4.00" !00.00 i 100.0"/0 100.0"'0 100.0°'0 N n ll i p511 n nnlr „rill ��/j' „,Iu1 3.00" 75.00 i I 100.0% 90.0% I!1.110_ ..I_I_'.ILI!n._! :1 USnJ 90.0% j , nl: n1l : I fI:IJ a 2.50" 63.00 E 100.00/0 1n1n: nw nln n, Hill Hilo n: �, I :nn1 n1 j 2.00" � So.00 i too.to�ev�° ,�,11, : ::III n 1.i5" 4�.00 i tOO.V iO BO.O/o -+-�y+HIM--1-f-1+IMt-+tiy¢I+rN I- H+IMF-may M+rM pO.O�o Y I I I I I I'll r I I Milt l dl lllll• t I1111.1 1 I 111,1 j 1.50 3'SO i 100.0% 1.25" 1 31.50 i E j 7 i ' 1100.00'0 f 70.0% - : :I I: ,1 uIn n1n mnul 11 r II lI IwIIuI lyI�: ,'I I:, I:III:nInInnnIr: i i: II IIl lun uur l � 70.0% 1.00" 125.00 1100.00 1100.0° /8" 22.40 98.76 # ..---I". t1-l--r 14*.+1 60.0 314" . . o ' O O II`F I : ,1nw an: nh1 uln nl 1( � , I llnw I I Inns: I I IIJ�nI : 111nn1 I I „nl � 51" 1 16.00 j 33.0% � 33.0% I N n nnl ff I I I,nu nnl w: S i ,a 1 -- ,/ ,- 4 ! lI IIII 1/2" 1 1-._0 rr.9.o r.9.o p 50.0°0 -T ,:nu- I I rin, I --------- -TT 50.0% p 3i3" j 9.50 67.3°0 67.3"b n and �: Iulu I IIIIn1 nl a 1 I ` ao n • II urn :Iu1 n ao 1/4" ; 6.30 163.3% E 63.3°'0 � ! „nw ni l nu nn1 n I 400?0 tlliU ._1 LLILIL'L is.luu__I_1_uuuL. iai�Iud40.0% #4 4.e'S 159.5"/0 59.5°/'o f 80.0% ; 50.0°0 : I Ilan yII:I l l lilt nn IIIIn 1 l I llrinu I cdl ill• , I :,toil I Iln:u : I Irlu #3 E 2.360 j 4',.1% : 1 ::I:n1 I I I�II.I � :111,Irr I I Illlnl 1 I IIn1i 1 =10 2.000 45.2°0 452"'0 30.0% -T-,i r,-T,sr--,-r m Ir-T rr-rt--r r n rlr r--^ rr: 30.0% fill n�I I IIlu:l jn16 1.130 I 35.2% ( Inn �f i:I/In I 1 I I Hill 1 1 I:ill nn 31 % 31.2° - nn:-} I nl - J11n1--- LnwL_L 1 LL LnILn 2O O00120 0.350 20.0% #30 0.600 20.5% nl h I Il(j.n: , I :rnnl nn n A40 0.425 I 13.0% 13.0% 30.0% 0.0°'o nu� I I �n1f1 on nn, rn #50 0.300 j I 8.2% 10.0% I I II n �r, nnu -r�Trinnnnu-n-r nrnmmur-r n Trrnwu 10.0% I #60 0250 6.2% 6.2% lilt n I i t lnl I t :l n : : II l , Iilr 1I : 1 1 1 11111 ,I 0 I ••! #3 0.130 4.0% 0.0% 0.0 #100 0.150 ) 3.0% 3.0% f 0.01 0.10 1.00 10.00 100.00 1000.00 #140 0.106 i 2.0% f #170 0.090 ) 1.6110 Particle Size(mm) 1 #200 ( 0.075 1.3"o i 1.3% l 7'.0% i 0.09•0 270 0.053 j + st"',siz's �-�^`✓L::Sp- >•^^•>s--Min Sp- ��•-ale:e Result; i 1 I I I-opyright;Spears Engineering.fiTechnical Services PS.1996-=000 j Sand Equivalent: 78 Moisture Content: 8.6% P.O.Box'1007 PHONE: (253)833-7967 Report#Ol 003-068 AuaURN,WASHINGTON 98071-1 007 FAX: (253)735-2867 Page 2 of 3 'TRACT V s a - N Storm Trench Backfill Submittal Submission Date: October 2, 2001 CITY TRANSFER'_. ;INC. � 5v Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Backfilling Storm Trenches Material - Spec. 7- 17.3(3). Attached are the material specifications for the backfilling storm trenches to be used on this project. Contractors signature: " ,711AW1 Stan McAllister Project Superintendent 2720 E. Valley Hwy. Eapt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 rrom:J.Frank Spears 253 735-2867 To:Jim Anderson Date:9/24/2001 Time:8:08:14 AIVI Page 2 of 3 INSPECTION$TESTINGSERvias SPEARS GEOTECHNICAL ENGINEERING CONSMUCnON MAMMALS ENGINEERING ENGINEERING Q- r CONSTRUCnONAPROJECT MANAGEMENT iZ SPECIAUZING IN ROADS&BRIDGESTECHNICAL HTTP//WWW.SPEARS-ENrINEERING.COM SERVICES TEST RESUUS OBTAINED Date Received: 9/17/2001 AS-Vvl D-2437 Unified Soils Classification System Sample#: A-1501 T,Poorly graded 11ind with Gravel Sample ID: Gravel Borrow Source: City Transfer.Inc. D,.o 0.347 mm %Gravel=40.5% Coeff.of Curvature,C,.=0.40 Specifications D,a i 0.821 mm %Sand=58.3% Coeff.of Uniformity,C,;= 14.19 WSDOT 9-03.14(1)Gravel Borrow D,,o 4.920 mm %Silt&Clay_ 1.3% Fineness ivlodilus=4.62 Sample INkets Specs? Yes Liquid Limit=0.0% Plastic Limit=0.0% Plasticity Index=0.0% Actual 'Interpolated Cumulative;Cumulative Sieve Size Percent! Percent Specs Specs I GRAIN SIZE DISTRIbUTiON US 4letric ?Passing Passing Max ; Nfln IP i 6.00" i 150.00 { { 100.0% 100.0% -r n I r1 t +� •t«•.x-•9►-I-I rir 100.0% 4.00" 100.00 1 1 100.0% 100.0%: 100.00.o I { � il�Inn I � :nnn 1 i nnul i � i non rr ,(3.00" ;00 100.00/0 90.0% 90.0% 2.50" I 63.00 j 100.0°% nrn non nu no ni c nlu ul n r p lnu u � 2.00" , 50.00 100.0% i i Ilnrn i � loon i it�L�n1 i 1 iiniu � i liar ( i 80.0% - r�++l 80.0 0 1.75" 1 45.00 100.0°% nni nuu i JI nui• nia I i i n1 nw nnu uu1 nul nn � 1.50" 37.50 � 100.09/0 i � iiuur r i ,unn , iluuj � i Iinu1 i I iiun 1.25" f 31.50 E 100.0°% 70.0% i lgl_ -I_i_,_Iiiiu__ nuJ_ri_i_iitiin- J!'1" 70.0% +`'- ` i 25 f nn non is In1�f I ilnul i i Iruu 1.00" .00 � 100.0°'0 100.0°'0 1 ( I Iiinw , i � ijiil� , il,nui ilia � i ;/s" i 22.40 1 98.7?% i nn nn A I,� n1 n I I 60.Oo -++�*I+Ix--r-r- I+I«I- -,y•(IMM--1-F•!-1+r!�M-rYt11N`�.b0.0O/o 314" 1 19.00 197.0% 97.0% I I I nut unu )n ul w 1 a) ! i o/ o/ C I ilinul i ilnnn r ilm i liinin i ,rn1 5/3" ' 16.00 + $$.O,o $3.0 0 •N 11IInw I i Innu� I ill nu i I linnl i 1 Mini 112" 12.50 1 77.9"/0 T.9"o N 50.0°0 T �,T, -I : I 1 n:u--1 it InI a -I i I lul 1 I n m I r i i nl N a l Ti �IrT1' T ♦ TIiT- - rrTlr,r-r .TIT., 50.0% 3r3" 9.50 67.340 67.3°o nl ni l :nn ni ° I 1'4" ! 6.30 63.3% 63.3°,u ! ° mn ni l nui nn nJ #4 S 1 $9.5"/0l ! 40.0% L-iJu.lia ._I. LL.ILILIL�1 11.IJill__ _I_LJLILiL. LJJuu1. 40.0% 1 59.5% 80.0% ! 50.0w0 I nn1 ;i�fl 1 4'1 I i ,unl i i utn:. V lium Inns rn #8 { 2.360 47.1°v nm ui! I,i nm I nn1 ul i I �I i n I #10 f 2.000 452% 45.2% 30.0% -TniTrtm--I-rir r I.Kr Irrnrt-n-rnrlrr444r': 30.0% # <2o/ I I ilinnl i iiu u 1 iiinul i Illnni i ilinn 1 Ti6 I 1.1$0 3_.-.o I i I Innn 1�i n w�+ i i i innl � I i,nni i I i Ina #20 0.850 ! 31.2% { 31.240 20.0 20.0% I l l nn I n1 -1 JJ 11Jia--#-LLI•IL L JJ LI11LL-J-L JLIL•L-L J J LIL %O #30 0.600 1 20.54/o nw ) n1 1 i r lrini nw m #40 I 0.425 13.0% I 13.0% 30.0% 0.000 1 I � i iin�uil ' 111O : li " ' urI 1I1nn 10.0% -rW11 10.0%#50 0.300 8.2% i l - ��ii rnn I iliinn � I �In�11 i � I11�I #60 0250 6.2% 6.2% nul i I i liini I i i l nw un1 ur ! i I lil I�'i i i Ilia I :linty I iinm I i liinr #30 0.130 j 4.0% �•ti+ o i i { 1 0.0% 0.0/ #100 0.150 3.0% 3.0?/0 0.01 0.10 1.00 10.00 100.00 1000.00 #140 0.106 C 2.0% t °/ t Particle Size(mm) i #170 j 0.090 1.6.0 1 #200 i 0.075 1.3°% 1 1.3% 7.09/o i 0.040 + Sic,,Si:es -�-PrIa::Specs ,....i-:din Sp« i":ile:e 2:sul;. #270 � 0.053 1\ I CopynRhtlSpearr EagmeenaR 3Tecdaleal Seraices PS,1990=000 Sand Equivalent: 78 Moisture Content: 8.6% P.O.Box'l007 PHONE: (253)833-7967 Report#0 1 003-06 8 AUBURN,'WASHINGTON 98071-1007 FAX: (253)735-2867 Page 2 of 3 0'_T—0 5—-2 cl01 C-1I : 9 PM V40RTHWESTH'=:H"L-T I HF: 4-25 -5,4 1:=: ' 1 3S,°2;%2et�1 14:08 C'.TY TRANSFER OF KENT INC 914252541921 r0 I CITY OF RENTON FAIR PRACTICES p0LICY gFTDAVIT OF CaWLL4.NCE ciocla .rely that {Ntar►e of cQrsmtMbetn}lscantrrctt�rkottsultMtlsupplizr) i. It is the p+aiicy of �vbb offer equal {Name aFcontr*ctor �avnzftl ufetarlU'sluapp uc nt w+thou[�tl opportunity o Al qufed emplayces rmpm r egard to the race, M04, color, Sex, national oHgin. ago, disabilitY or veteran statua- e�• �0�.�1�—�T �PNAI_Z�..�.�� campliee with all APplicat�ie (NamE oica!su� subconrractos an�,alt4r�Usuppiiat) federal,statc and local lmsve governing non-diacriminatian in emplaytrerst. C'. will I.. wben apglicAbi�, neck am and (Nasn�of coRtracxo 3ubconSractcr c�4c�gtls►tpRl+er; i rrege�ttate with tssinariry and women cantra�rs for the award of subcatstriu:ts. I Print hgeppresentatsrc';Name i s t F Print AgoniJRopreseat�tive's Title 1 a r AgantlRe ro ve's Signatur Aare Sigacd a Instructians: This document be completed by each carttrsetor, suiriontrActor, consultant ar�d1ar supplier. Irtclude or attach this documaWs)with the COMM; 08/2001 12: 25 FAX JB INS'I'A\T L..Alt\ 002%00:3 14.36 C I T,' TRANSFER OF '<FNT I NC a 914259210613 NO.269 212 / `/ CITY OF RENTON �i >E:AIR PRACTICES POLICE' AFFIDAVIT OF COMPLIANCE J fps ih��07. 1 GS-tVAV hereby conFum s and declares that (Name of con[rac[arlsubcoritractortcansuktant/supplier) I. Tl is she policy of _ i Q L+'ST;ow tLW;PQ to offer equal (Name of cantrector/subcontractQs/epn5ultandsupplier) opportunity to all qualified employees and applicants for employment without rogprd to the race, creed,color, sex, national origin, age, disability or veteran STATUS. it, J. S, Q: -57 T 1G¢c�� �'i�� -- complies with kll applicable — (Name of cell rzbeiur/Su�icogtTactnr/cnnsulkvulsuppkier} fedeml, state and local laws governing non-discrimination in employment. Il. when applicable, J_/3 fait/ !�` T 161tdi A_'c- will aaeb- aqt and (Name of cottt�ctorlsubcantrwctar/consui[antlsupplier) negotiate with minority and women, contractors for the award of subcontracts. j • > �� Diu t9 Print Ages VRopresentative's Name CCt r r Print AgenttRepresentative's A a se (ve s Signature _ f&,�� Date SignT� T Instructions: This document MUST h>r completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this clocpment(s)with the contract. TRACT 7_` Z C0 s Class B Asphalt Submittal Submission Date: October 9, 2001 TRANSFER J_ INC V Q �q rE___s�Q Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Class B Asphalt Material - Spec. 5-04.2. Attached are the material specifications for the Class B Asphalt to be used on this project. Contractors signature: W4 Stan McAllister Project Superintendent 2720 E. Valley Hwy. Eatt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 -4 L T 1 1-1 C: -2 5 2,5 4 1:3'2 1 A 1 0 4 . 27 F M t J :THL,1ES'TA,�_;Hf 4 P. C tji "J C i 1.4'26 (4 25 4-32 88 5 4 WESTERN 4SPH"L-Gi '195"M 4VI l;XaZan at ASSOCIATES , INTC , GEOT=-CHNICAL E!,IG-TINEE-RING v ENVrRONMENTAL ENGINEERING CO3"ISTRUCTION TESTING 6c INSPECTION Septernhci 19, 2001 KANo- 090-01022 Lab Report No- 13 Page I of 4 Mr,Tb-aMAs Beach, Jr. WESTERN AS?JFALT, LNC. F,O. Box 980 ,N-Tzple Va!lt'yl WA 9803� RE. Asptiylt Labxmtary Testiog M 1 IX Designs-Class AIB 19-501 - 144aAvenue NE#F-300 Woodim:Ile,Washington Dear Ni[r. Deach: In accordzu-,ce with voiz request and a-utharizarion. we have pcTformed laboratory tests or the material sampled by the client frorn die above referenced mL-, design. Also please note that the aggregate correction Factor for your pit is 0,65. In addition, on page 3 the rated calibration of 0,2 is for moisture cormrc-.'Uor,applied to aThalt Content. In accordance with the project specifications, laboratory tostmg was performed per applicable ASTM and WSDOT mndard:5 and specifications. The results of the laboratory tests are presented on the following pages. If),cu have any questions or if we can be of further assistance,please do not bcsitate to contact our office. &.=411-y sututted, Z eSire° S. Z�,W, -SOCIA r Seri r C- .s , (is ces Mauagcr Pa ific I a D isior. ISM',bd Flub Eleven 00[ces Serving The Western United States 19'0 t — i 441 Avenue NE;00 F-3D0 e Woodinville,Washington 9SO72 a(425)485-5�19*F2-x(425)485-6837 001 0 4 - 2,7 F*H f-1 0 F:T H W1 E'-'T A H L T IN 4 4 1 S'-2 1 P. 0-7. ".2 d if- 14: 29 4254328654 VEi3TEll F4Gz-:- 02 AL•G--08-EC�Jl 13: 12 FRD101;KR9ZV, 4 4254856837 TO P-003120e MARSHIALL METH0*K*)' I Project Number- 096.01022 I.D. No.; 7226.1 Pen. Grade of A/C: PO5322 W*stern Asph,�It. hw. Date: 810/01 ftquired Slows; 7S.0 prcj . Mix Design $ptelfic Gravity A,,C,- 1,027 ,j�*fj Class: A/B Tested 8,;r13 -At_1T. Ave, BS(,' Total A M, 2.7 5, • S 42 4 2,50 1900 19vu 1 5.26 5.00 i 161,2 684.1 1181.4 2.335 I I 7a.2 681.2 1183,3 2-3-37 2.50 2300 2100 10.0 ', 117 9-10 688.4 1188,0 2.360 Z51 2150 2.1,50 > > > 2.344 AaVF--. - 6.5 17.9 346.3 2.503 > 2050 100 5.49 5.20 11 6�u'c 699.7 1196.5 -2.39-1 2.55 2-360 2-256 13.4 1199.4 7(,\4-2 1204.5 2.397 0 2.55 2550 2448 12.0 • 117 0,0 690.0 1179.4 2.391 a 2.52 2350 2350 11,0 AVE, 2.393 4.3 16.4 , 149.3 2,640 > 2351 12.�) 4 ") 2270 5.71 5.40 it 194.6- 1189.9 2,383 2-51 2270 14.0 A 1166.5 68,.0 1176.9 2.34A 2.50 2300 2300 16,0 11�.4i� 90 - 0 '0 2100 1154.1 674,1 1164.3 2.354 2.51 2350 2350 15.0 2.365 5,5 ITS 146.9 9 2,507 > 2307 15.0 5.93 9 65' 1141.5 2.324 2,41 2150 2236 17.0 11-35.4 660-1 1150.3 2-33.6 2.-'r,2 1950 2028 18.0 111 S.:3 F6 45.8 1128.3 2,312 2,49 1850 19^4 19.0 VE 6.71 144.6 A > 2-317 19-4 2.493 > -J, 2063 1 18.0 MAXIMUM S"CCIFIC GRAVITY EFFECTIvE A/C BY VOLUME Alc ccotont tsl'. 5.00 A/C GontAvt it 5,40 7,Tota 1 Wt, Agg. 95.00 p�sv!t. 11.4 Ed. SQ. G. Agg., 2,713 A/C C�Ontent#' 5.20 Sp. G, pvc: 1 102 7 Result. 12.1 Resait" Z$07 A/C Content A 5.40 A/C Content #2; 5.20 11 Peswt; %Total Wt. Agg.: 94.80 A/C Content Eff. Sq. G. Agg., 2.713 Result: 12.6 Sp. G. A/C; 1.027 Reskilt! 2.500 PERCENT VMS FILLED A/C Content $03., 5.40 A/C Content 9 5.00 %Totai WIL Agg-- 94.60 Result: 63.7 Eff. Sp. G. Aug.; 2.713 A/C coot,-,nt#. 5,20 Sp. G. A/C, 1.027 Reswit- Result: 2,492 A/C Content m 5.40 74.0 A/C Content g4: 5.60 ResUlt, 69.2 %Jotal Wt. Ajg,- 94.40 A/C Content*L 5,60 Eff, ZSp- G. Aqg.; 21713 Result: 65.2 Sp. G. A/C: 1.027 2.485 ClCl1 C,4 : = F'C-? H, THWE'=:TriSHi1LTIt1C 425 2 54 1 l F'. s=i4 0/28/232= 14: 23 4254329954 4,Ec STERN 4GP-4AL-GJ FAGS 0'3 .x. ----_ 13:12 FROM:b*.Fw2PN 4254856837 To:4254328854 P.004.Me A 3 S 0 C I A T-ES, INC. ProjectMo., 096.0102 .U.vatia*eewr K 04964MAM PrO*t Name; lass A/8. K582 .o+l aaY�Ortl6tTgtCa� Date: Au rstt3R ��. 2001 150 2010 14a I - } -- 144 -� 17.D _.$.Q0 E 34 5.40 too 5.00 5-13 5.40 ¢• pgp6'eait C�naoot 6+aPt+alt Cent4nl 2594.0 9.0 - 2•ttibA �-- 7.0 roo a as 5,0 2oaa•a -- too 3-W 5.40 &SO Asphalt Gontant S,CA 5.24 5.40 6.60 Aaphak Contan[ Ar,phalt C4ntwnt 29 flmum Ai h 14 Content Test Property C Result Soecificatlofts 10 Staimi Iqa �.25 N/A nit weight 5.2 149.2 N/A t8 Floor 11 00 incrt 5120% 12,0 W A(percent) 5.2 16A N/A 14 Air Void rent 5.21S 4.3 N/A -- __ u4MPS n+en t .21 IT 12 Mct,Vakrt 154.0 ' Cl tl1ratlon factor .2 1e StA ometu Value T 5.00 S-W &40 Sty Lottmall Stri n PASS .t31��t i aPi"itf4i .raw:c'ez,.,,.n....,+.wN.r��• . 1 04 :2= PH NCF[THWESTASHALTINC 42 5 254 1 .821 F•. c=� i0/06/2�JCI 14: '29 4254 .t9654 WES-,ERNI -SP-•,2LTGJ PAGE 04 4254956037 T3:4254 _�• P.O@2e0F35 Particle Site (Distribution Report a A t i•.� . I t; t TL l 1 ' ; 3 . i i �J20 't I . tEf V 1 E3RAIN �(ZE- mm ' °Ja coseiE9 %GRAVEL %SAND -- _ *A SJLT Y.CLAY 47.3 3 s e?EVE PEAc11 T Spec.' PASSE _ Soit Cep r[ir✓tlne Sf2t FINER PERCS°W (KaNO) .75 in. IOC-a 1'34. 100 .S in. 94.1 90, 100 .M in. 92.2 75-90 .23 in, 42 Anerte� ry Llm,rJ i0 3,b I -1d P1.= LLB Fo!m 0200 3-7 arftl_ 065- '.0.1 060Z d.0 D5p= 4.63 C3u D �1,69 1s l a+ il,495 DIUM 0.266 .76 jAUT AMO USCS= cyw.aM AASH70- SarMle 7126A.$tics Voiut: 154.0 //��p�.p fry��pp ,1 halt Gositent S�I% f�•::.M�f! \-sou.D •••_•-. Sartepls No,: 7 i 2b.1 Source Of SaMPIQ: Clara.VB 07t4: $i BJDi 1-0"tlon: wfstQn Asphalt Plant E-bbvJD*pth: Client: Wesra-,Asphalt KRAZZAM ASSOCIATES, INC. protect; Miu Daslgu clans A/B I,�RACrO City Transfer of Kent, Inc. • P.O. Box 1048 � Kent,WA 98035 D w Phone (206) 850-1775 Fax (206) 850-1797 c ary 1-800-858-2436 TRANSFER INC. �Cg Qv rE SJQ LETTER OF TRANSMITTAL To: City of Renton Date: 9/28/01 Job No# 1055 South Grady Way Attention: Gary Schimek Renton, WA 98055 Re: Maplewood Golf Course Regrade Project WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 2 Signed Contract Bonds 5 Copies State Contractors License 1 Business License Quarterly Invoice—5 copies of license to be forwarded when received 1 Fair Practices Affidavit of Compliance—City Transfer 2 Si ned Contracts 1 Sub and Supplier Information 1 or orate Resolution 1 Fair Practices Affidavit of Compliance— Baseline Engineering THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Copies to: Signed: Tawnya Martin a R A C ro RECEIVED � ��, City Transfer of Kent, Inc. • M P.O. Box 1048 6� Kent,WA 98035 D � ff W q H Phone(206) 850-1775 Fax (206) 850-1797 OCT 3 2001 cffy 1-800-858-2436 CITY OF REN r� TRANSFER /QV �cgTe S Q LETTER OF TRANSM/TTAL To: City of Renton Date: 10/2/01 Job No# 1055 South Grady Way Attention: Gary Schimek Renton, WA 98055 Re: Maplewood Golf Course Regrade Project WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 5 9/27/01 City of Renton Business License THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Copies to: Signed: Tawnya Martin CITY OF RENTON BUSINESS LICENSE 2001 f - Licensee has made application for a City of : .. Renton business license in accordance with the 5369 9/27/2001 2720 E VALLEY HWY E provisions of Title V, Business Regulations Chapter 1, Code of General Ordinances of the City of Renton and agrees to comply with all the requirements of said ordinance. Licensee shall further comply with and all other City Code ri{ Ordinances, State Laws and Regulations .. applicable to the business activity licensed. Post this License at place of business. CITY TRANSFER INC P O BOX 1850 SUMNER WA 98390 City of Renton Licensing Division r� 1055 South Grady Way Renton,WA 98055 (425)430-6851 DP 3133 12/94 - ,,rl irr J r( J V. • ! frt�T.�jr - tIJrj{�jii r r i,r ;a• . :r :6 t r r CITY OF RENTON BUSINESS LICENSE 2001 _� ; . �; ��;_. � Rcensee has made application for a f City o e enton business license in accordance with th 5369 9/27/2001 2720 E VALLEY HWY E provisions of Title V, Business Regulations Chapter 1, Code of General Ordinances of the City of Renton and agrees to comply with all the requirements of said ordinance. Licensee shall further comply with and all other City Code Ordinances, State Laws and Regulations applicable to the business activity licensed. Post CITY TRANSFER INC this License at place of business. P O BOX 1850 SUMNER WA 98390 City of Renton Licensing Division 1055 South Grady Way Renton,WA 98055 (425)430-6851 DP 3133 12/94 �- 2001 � CITY OF RENTON BUSINESS LICENSE 1 WQ#""r4 Licensee has made application for a City of ' ° "' "' ? Renton business license in accordance with the 5369 9/27/2001 2720 E VALLEY HWY E provisions of Title V, Business Regulations Chapter 1, Code of General Ordinances of the City of Renton and agrees to comply with all the requirements of said ordinance. Licensee shall further comply with and all other City Code Ordinances, State Laws and Regulations applicable to the business activity licensed. Post this License at place of business. CITY TRANSFER INC P O BOX 1850 SUMNER WA 98390 City of Renton Licensing Division 1055 South Grady Way Renton,WA 98055 (425)430-6851 DP 3133 12/94 CITY OF RENTON BUSINESS LICENSE OR 2001 14 IM4Wti 8,1,,E,, 111, LP, ,,,, TIP, Licensee has made application for a City of Renton business license in accordance with the 5369 9/27/2001 2720 E VALLEY HWY E provisions of Title V, Business Regulations Chapter 1, Code of General Ordinances of the City of Renton and agrees to comply with all the requirements of said ordinance. Licensee shall further comply with and all other City Code Ordinances, State Laws and Regulations applicable to the business activity licensed. Post CITY TRANSFER INC this License at place of business. P 0 BOX 1850 SUMNER WA 98390 City of Renton Licensing Division 1055 South Grady Way Renton,WA 98055 (425)430-6851 DP 3133 12/94 t��RAC 0 TO 9s City Transfer, Inc • � P.O. Box 1850 (�9 Sumner, WA 98390 _ Phone (206) 850-1775 Fax(206) 850-1797 -'Rll; W 1-800-858-2436 TRANSFER',,, INC. Qv CgTE s JQ LETTER OF TRANSMITTAL To: City of Renton Date: 10/4/01 1 Job #: SW P-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 1 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE No. DESCRIPTION 5 10/2/01 Structural Fill (specification section 2-03.3 14 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: � Signed: Audra Mettler Contract Administrator t R A_C O O 1- •ps Structural Fill Submittal l N Submission Date: October 2, 2001 crrr TRANSFER INC 'Q CgTE SVQ Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Structural Fill Material - Sec. 2-03.3 (14) Attached are the material specifications for the structural fill to be used on this project. Contractors signature:' /4Ila-i Stan McAllister Project Superintendent • • 2720 E. Valley Hwy. Eatt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 O F-4-2Okj1 88:58A FROM: TO:2538501797 F':1 1 ASTM C117-901 C13o-84a LAS DATA.2 SIEVE ANALYSIS PROJECT NO, SAMPLED BY- DATE' �� SAh1PL E lu�� S�EPARED BY: DATE: TESTED BY-. DAT LIENT: CT1 f OCATICM: A SHAKER: Rainhart 12" SiEVES: 3I8",44,#10, #40.#IGO# >7aR SC At i=:� S ?4AV. OVEN: UM GLT ! 40': 1 A. TOIAt SAMPLE WE-0-IT B. -314"SIEVE C. MOiSTURE TOTAL�' .; + tare): TARE NO.: TARE NO. TARE WT. TARE WT.. TARE WN T.: j TOTAL ANT. 1�r'EIGHT OF SAWLE (•tar®) NE:GHT OF SAMPLE t-tare) . 31,a SIEVE '�'�tET:�__E __� .� WET: C 'c + 3/4: + tarp; DRY: DRY: TARE WT. fbefare wash) betcre wash) I WEIGHT+ 34: (-tare) ©RY.�71 �- WATER `VVT.:� TOTAL YtiIT,: ( - taral L ;adsrwasPij (aYs+ sash) 'la PASSING 314"SIEVE % PASSING#200 SSEVE4Z rtr� % molsTEdRE: �— IS z. SPEDrPiC'TiON: j! MATERIAL HAND SIEVED IN APFRGFRLATE INCREMENTS F. COURSE SIEVE G. FINE SlE.VF -- WT. SRr_:CS f ( REAIP?EiD PASS LOW I FlgGt# tee.1. I RETAKE 'ASS RESULTS 3 318" ( .5Cr t /n ' 2 1 " <r 94 ' T-104-0 (:dd t i I I 314 PACE ADO6TlA#-TE T Rli. 'L TEST ..ill p - LURE x . �iree✓t# r(le3 a' t� ;f 1 f i j r d 1� 1 20 THE NATURE OF SOiiS AND ROCKS [CH.t SEC.1:81 PARTICLE SHAPE 21 Fines symmetrical. Another measure of uniformity, frequently encountered in soul- Cob- Gravel sand geologic work,is the sorting coefficient So.It is defined by the relation — sih i_ cbr din blss c•.n• F•• � ^t'd1O1" U.S.Standard'" so, . So_ Ds o.�.,t.,yi,�,, ,e to zo ,owiooz°o G°eF• D (1:9) � 0o u �.: vo A 80 re od 1:8 Particle Shape ro °o 00thomd uniform soil The shape of the particles is fully as important as the size in determining a so the engineering behavior of soil and clastic rock.However,because shape is eo more difficult to measure and describe quantitatively,it is often neglected. V°° Three classes of grain shapes have been defined: bulky grains, flakey or Uniform i Well radsd scale-like grains and needle-like grains.The first two are far more important, vzo c to but all three are significant in their difference in physical behavior. o io 0.1 0.01 0.001 When the length,width,and thickness of the particles are of the same J �v t000 too - order of magnitude,the shape is bulky. Bulk Groin diameter in m8limstsn g Pe y y grains are formed by the � mechanical disintegration of rocks and minerals,by precipitation,and by Figure 1.7 Grain size chart end AS -ASCE grain size scale.'" volcanic action.They are rarely finer than 0.001 min in diameter and most n size form the vertical divisions. For example, point A on can be readily examined with a good magnifying glass or microscope, than a give er than 0.2 min.A Fig.1.8.A binocular-steroscopic microscope is better,because of the three Fig.1.7 means that 83 per cent by weight of that soil is fin points that represent a single soil is known as the dimensional representation. curve drawn through all the gfp .The mteirelation of the different g m ra sizes in a SPHERICITY/Two aspects of the bulky shape are significant:The in size curve of that soil soil can be seen from the shape of grain size curve.A steep curve indicates sphericity and the angularity or roundness."'The sphericity describes.the that the grains are pearl the same size,and.such a soil is termed uni orm— differences between length L, width B, and thickness H. The equivalent A flat curve shows a wider m sizes_;such a soil is termed we/4 diameter of the particle D,is the diameter of the sphere of equal volume. graded.Humps in the curve indicate that a sa is composed-fa mixture of ' 6 V �I two or more uniform soils.Such a soil is gagn raded.A steep curve in the D._ , (1:10a) sand range that gradually becomes a long, flat curve in the fines range may a indicate a soil that was formed by mechanical weathering and later altered The sphericity,X,is defined as follows: by chemical weathering. The effective size of the X=Dv/L. (1:106) EFFECTIVE SIZE AND UNIFORMITYs QO per eeon the grain siu grains is drfned as the A sphere has sphericity of 1,while flat or elongated particles have lower curve.It is given the symbol Dio• fio, slues.A second index is the flatness defined by: Other sizes statistically defined that at include as DiaAhas been the finest quartile,Ds,and D.D.The e F=B/H. (1:10c) found to be a major factor in the effective Pore dia a ers and is r lat d-- a elongation,E,is defined by: emperically to drainage and s_-Mr Le of soil moisture. The uniformity'of the soil can be statistically defined in a number of E=LIB. (1:IOd) ways.An old but useful index is the uniformity coefficient C,.It is defined by ase of handling soil or broken rock,the ability to remain stable when the relation (1:8)_ to shock,and the resistance to breakdown under load are related to 1 a °&M�I C.= Die • ty.The higher the sphericity or the less the flatness or elongation,the C�zP• nden of the degradeparticles Soils with C less than 4 are said to be uniform;soils with C greater than ailing.Such materials are easier to manipulate in construction. lat are well graded,prove e t e grain siu curve is smooth and reasoasbly ameO • June 8, 2001 0-93M-00087-A T04 City Transfer, Inc. 2720 E. Valley Highway E. Sumner, Washington 98390 Attention: Mr. Keith Benson, Vice President Subject: Supplement No. 1: Additional Analytical Testing Borrow Source Pre-Qualification Report: Stockpiled Fill Soils at Stoneway Pit, Group 3 Material 6808 S. 140th Street S. Renton, Washington Dear Mr. Benson: • At your request, AMEC Earth & Environmental, Inc. (AMEC) is submitting this letter in response to review comments regarding our Stockpiled Soils From The Summit Ridge and Lincoln Square Borrow Sites Stoneway Pit letter (1-93M-00087-A T02) dated May 14, 2001. Specifically, we were requested to perform additional analytical sampling of the stockpiled soils originally generated from excavations at the Summit Ridge and Lincoln Square sites in Bellevue, Washington. The additional sampling was requested within an email from Beth Clark with the Port of Seattle, on June 6, 2001. The additional analytical sampling was performed as required as part of the pre-qualification submittal. Within this email we were also requested to provide an estimate of the volume of material stockpiled, which we estimate at 275,000 cubic yards. We were to make a statement concerning the likely origin of the stockpiled soils. In our opinion, the stockpiled soils that we observed at the Stoneway Pit are consistent with those soils that were excavated at the Summit Ridge and Lincoln Square borrow source sites. Additional Sampling and Analytical Testing As requested, we obtained additional analytical samples from the site on June 4, 2001. Due to the detection of a relatively low concentration (85 ppm) of heavy oil-range petroleum hydrocarbons within sample GS-1, we were requested to obtain three samples in the immediate AMEC Earth&Environmental,Inc. 11335 N.E.122nd Way,Suite 100 Kirkland,Washington is USA 98034 Tel (425)820-4669 Fax (425)821-3914 www.amec.com S:\WORDPROC\—Projects\Tacoma\00087 City TransfeAT04-Stoneway Stockpile Addtn sampling.doc ameO City Transfer, Inc. 1-93M-00087-A T04 June 8, 2001 Page 2 • vicinity of the location of sample GS-1. Also, due to the volume of material stockpiled (approximately 275,000 cubic yards) two additional tests were performed to meet the Port of Seattle's sampling matrix, for a total of six samples, not including the additional three to confirm the results of GS-1. A total of six samples were also submitted for metals analyses. The results of the analytical analyses are shown on Table 1 and Table 2 below. It should be noted that we have included the analytical results from our previous sampling event within the aforementioned tables. Analytical test results from the samples we obtained on May 31, 2001 and on June 4, 2001, disclosed the samples to have no concentrations measured above the method detection limits for gasoline-range petroleum hydrocarbons, or heavy oil-range petroleum hydrocarbons, with the exception of GS-1 obtained on May 31, 2001. Concentrations of the eight metal analytes, from both sampling events, indicated no detectable concentrations or concentrations similar to natural background levels. TABLE 1 SUMMARY OF ANALYTICAL RESULTS TEST RESULT ON SOIL SAMPLES: PETROLEUM HYDROCARBONS STOCKPILED SOILS AT THE STONEWAY PIT, RENTON, WASHINGTON NWTPH- Date TPH-G TPH-D TPH-O Sample No. Collected Gx/BTEX (ppm) (ppm) (ppm) (ppm) • GS-1 5/31/01 ND NT NDj'j 85 ' GS-1A 6/4/01 NT ND ND ND GS-1 B 6/4/01 NT ND ND ND GS-1C 6/4/01 NT ND ND ND GS-2 5/31/01 ND NT ND(l) ND(1) GS-3 5/31/01 ND NT ND(1) ND' GS-4 5/31/01 ND NT ND ' ND(' GS-5 6/4/01 NT ND ND ND GS-6 6/4/01 NT ND ND ND MTCA Method "A" Cleanup 100 100 200 200 Level ND = Non-detectable contaminant concentrations (below Practical Quantitation Limit) NT= Not tested MTCA=Washington State, Model Toxics Control Act NWTPH-Gx/BTEX= Gasoline-range petroleum hydrocarbons by Northwest Method TPH-G/BTEX TPH-D, TPH-O = Diesel-, and heavy oil-range petroleum hydrocarbons by Northwest Method NWTPH-D extended (2) TPH-G, TPH-D, TPH-O = Gasoline-, diesel-, and heavy oil-range petroleum hydrocarbons by Washington State Method WTPH-HCID • S:\WORDPROC\_Projects\Tacoma\00087 City Transfer\T04-Stoneway Stockpile Addtn sampling.doc City Transfer, Inc. 1-93M-00087-A T04 June 8, 2001 Page 3 TABLE 2 SUMMARY OF ANALYTICAL RESULTS TEST RESULT ON SOIL SAMPLES: METALS STOCKPILED SOILS AT THE STONEWAY PIT, RENTON, WASHINGTON Sample Date Ag As Ba Cd Cr Hg Pb Se Number Sampled S-1 5/7/01 ND ND 33 ND 17 ND ND ND S-2 5/7/01 ND ND 57 ND 26 ND ND ND S-3 5/17/01 ND ND 52 ND 27 ND ND ND S-4 5/17/01 ND ND 54 ND 16 ND ND ND S-5 5/17/01 ND ND 43 ND 20 ND ND ND S-6 5/17/01 ND ND 46 ND 18 ND ND ND MTCA Method A 74 20.0 920.0 2.0 100.0 1.0 250.0 5 Cleanup Level MTCA=Washington State, Model Toxic Control Act Ag = Silver, As =Arsenic, Ba = Barium, Cd =Cadmium, Cr= Chromium, Hg = Mercury, Pb = Lead, Se = Selenium Ag, Ba, Cd, Cr by EPA Method 6010B, As by EPA Method 7060, Hg by EPA Method 7471, Pb by EPA Method 7421, Se by EPA Method 7740 All results in parts per million (ppm) ND = Non-detectable contaminant concentrations (below Practical Quantitation Limit) N/A = Not Applicable Shaded Areas = In excess of MTCA Method A Cleanup Levels 5.\W(7HI11'Hl)C\ hojocL\Io.omaU00111 Oily li.ucdm\IUJ Slunuwoy Stu,kpdcAJ,11,, ;umphnpdoc ameO City Transfer, Inc. 1-93M-00087-A T04 June 8,2001 Page 4 • CONCLUSIONS AND RECOMMENDATIONS Based on our previous study and our recent sampling and testing, AMEC concludes the following: • Our previous and current analytical testing performed on the soil samples by AMEC indicates the stockpiled soils at the Stoneway Pit do not have any detectable levels of petroleum hydrocarbons (with the exception noted previously) or levels of metals above background concentrations. • Based upon our understanding of the stockpiling process and our previous work on the three sites, it is AMEC's opinion that stockpiling of the fill material from the Summit Ridge and Lincoln Square sites at the Stoneway Pit has not adversely affected the condition of the fill material. • The level of testing performed and reviewed by AMEC is an accurate representation of the material being considered for general embankment fill. In summary, it is our opinion the stockpiled soils at the Stoneway should be re-approved as a fill the Third Runway: Embankment Construction—Phase 4 project. • S:\WORDPROC\_Projects\Tacoma\00087 City TransfeAT04-Stoneway Stockpile Addtn sampling.doc ameO City Transfer, Inc. 1-93M-00087-A T04 June 8, 2001 Page 5 • CLOSURE We hope that this letter adequately addresses all pertinent review comments. If you have any questions or desire additional clarification, please do not hesitate to contact us at your convenience. Sincerely, AMEC Earth & Environmental, Inc. D w a z d 3-:Y NA EXPIRES EXPIRES 12/19/ O i William J. Lockard, P.G. James S. Dransfield, P.E. Project Geologist Principal WJUJSD/kms Enclosures: Analytical Test Results and Certificates Distribution: Mr. Keith Benson, City Transfer, Inc. (8) • S:tWOROPROCX Projects\Tacomat00087 City TransfertT04-Stoneway Stockpile Addtn sampling.doc Bill Lockard -0106-019.doc _ Page 1 1 June 8,2001 Bill Lockard AMEC Earth&Environmental, Inc. E 11335 NE 122nd Way,Suite 100 t Kirkland,WA 98034 Re: Analytical Data for Project 1-93M-00087-A T04 Laboratory Reference No.0106-019 Dear Bill: Enclosed are the analytical results and associated quality control data for samples submitted on June 4,2001. i The standard policy of OnSite Environmental Inc. is to store your samples for 30 days from the C date of receipt. If you require longer storage,please contact the laboratory. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the data,or need additional information,please feel free to call me. Sincerely, t s David Baumeister Project Manager l Enclosures C ¢F Ek C f 4 Q Bill Lockard -0106-019.doc _ . ..__ _ _.. _ . Page 2 2 Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 NWTPH-HCID Date Extracted: 6-5-01 Date Analyzed: 6-5-01 Matrix: Soil Units: mg/Kg (ppm) Client ID: GS-1A GS-1B GS- 1C Lab ID: 06-019-01 06-019-02 06-019-03 Gasoline: ND ND ND PQL: 22 22 22 Diesel Fuel: ND ND ND PQL: 55 54 54 Heavy Oil: ND ND ND PQL: 110 110 110 Surrogate Recovery: o-Terphenyl 100% 99% 105% Flags: I�Bill Lockard -0106-019.doc _ ._ _ . ___--- _ Page F 3 i Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 NWTPH-HCID t Date Extracted: 6-5-01 Date Analyzed: 6-5-01 Matrix: Soil Units: mg/Kg (ppm) i Client ID: GS-5 GS-6 Lab ID: 06-019-04 06-019-05 Gasoline: ND ND PQL: 21 22 Diesel Fuel: ND ND PQL: 53 54 F Heavy Oil: ND ND 'P PQL: 110 110 K Surrogate Recovery: o-Terphenyl 96% 94% k Flags: f i • I" i. j Bill Lockard -0106-019.doc _ _ -- _._ ,._. Page 4 r 4 Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler: 06-019 Project: 1-93M-00087-A T04 NWTPH-HCID METHOD BLANK QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5-01 Matrix: Soil Units: mg/Kg(ppm) Lab ID: MB0605S1 Gasoline: ND PQL: 20 Diesel Fuel: ND PQL: 50 Heavy Oil: ND PQL: 100 Surrogate Recovery: o-Terphenyl 109% Flags Bill Lockard -0106-019.doc_ _ _ _._.... _ _. ._ _ Page 5 j 5 I' V f Date of Report:June 8,2001 Samples Submitted:June 4, 2001 F Lab Traveler:06-019 Project: 1-93M-00087-A T04 TOTAL METALS EPA 601OB17471A Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 f Matrix: Soil Units: mg/kg (ppm) Lab ID: 06-019-04 Client ID: GS-5 f Analyte Method Result PQL Arsenic 6010B ND 11 I Barium 6010B 43 2.6 Cadmium 6010E ND 0.53 j Chromium 6010B 20 0.53 H Lead 6010B N D 5.3 t Mercury 7471 A N D 0.26 Selenium 6010B ND 11 Silver 6010B ND 0.53 j tt i C ;-Bill Lockard -0106-019.doc_ Page 6 i 4 6 Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 TOTAL METALS EPA 6010B17471A Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) Lab ID: 06-019-05 Client ID: GS-6 Analyte Method Result PQL Arsenic 6010E ND 11 Barium 6010B 46 2.7 Cadmium 6010B ND 0.54 Chromium 6010B 18 0.54 k Lead 6010B ND 5.4 Mercury 7471 A ND 0.27 Selenium 6010E ND 11 Silver 6010E ND 0.54 i i i 'c I: i Bill Lockard -0106-019.doc Page 7 s 7 't t Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 TOTAL METALS EPA 6010B17471A METHOD BLANK QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) Lab ID: MB0605S3&MB0605S5 Analyte Method Result PQL Arsenic 6010B ND 10 Barium 6010B ND 2.5 t Cadmium 6010E ND 0.50 t Chromium 6010E ND 0.50 e Lead 6010B ND 5.0 r Mercury 7471A ND 0.25 Selenium 6010E ND 10 s j Silver 6010B ND 0.50 i t k F I E g Ap yS P. Bill Lockard -0106-019.doc _,.. _ Page 8 f F 8 Date of Report:June 8,2001 Samples Submitted:June 4, 2001 Lab Traveler:06-019 Project: 1-93M-00087-A T04 TOTAL METALS EPA 6010B/7471A DUPLICATE QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) f f F Lab ID: 06-019-04 Sample Duplicate Analyte Result Result RPD PQL Flags Arsenic ND ND NA 10 Barium 40.8 50.0 20 2.5 l Cadmium ND ND NA 0.50 E Chromium 18.9 21.1 11 0.50 f ! Lead ND ND NA 5.0 s k Mercury ND ND NA 0.25 i Selenium ND ND NA 10 F Silver ND ND NA 0.50 F E I i. ! { E i k 4 E S E s e Bill Lockard -0106-019.doc _ _ _ „ Page 9 9 Date of Report: June 8,2001 Samples Submitted:June 4, 2001 Lab Traveler: 06-019 Project: 1-93M-00087-A T04 TOTAL METALS EPA 6010B17471A MS/MSD QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) Lab ID: 06-019-04 Spike Percent Percent Analyte Level MS Recovery MSD Recovery RPD Flags Arsenic 100 79.7 80 86.5 87 8.2 i Barium 100 133 92 129 88 3.5 t Cadmium 50 41.5 83 41.5 83 0 Chromium 100 103 84 102 83 0.15 F E Lead 250 217 87 215 86 0.95 fi Mercury 1.0 1.16 116 1.16 116 0 E Selenium 100 91.4 91 98.3 98 7.3 E Silver 50 44.5 89 43.5 87 2.4 t E F Ef i E 9 F i E e r r r S t S Bill Lockard -0106-019.doc _ _ _ _ Page 10 10 Date of Report:June 8,2001 Samples Submitted:June 4,2001 Lab Traveler: 06-019 Project: 1-93M-00087-A T04 %MOISTURE Date Analyzed: 6-5-01 Client ID Lab ID % Moisture GS-1 A 06-019-01 9.0 GS-1 B 06-019-02 7.0 GS-1 C 06-019-03 8.0 GS-5 06-019-04 5.0 GS-6 06-019-05 8.0 Bill Lockard -0106-019.doc Page 11 11 I IAL i IE I OnSite Environmental Inc. data qualifiers and abbreviations A-Due to a high sample concentration,the amount spiked is insufficient for meaningful MS/MSD recovery data. B-The analyte indicated was also found in the blank sample. ff I C-The duplicate RPD is outside control limits due to high result variability when analyte concentrations are within five times the quantitation limit. C D-Data from 1: dilution. I E-The value reported exceeds the quantitation range,and is an estimate. F-Surrogate recovery data is not available due to the high concentration of coeluting target compounds. G-Insufficient sample quantity for duplicate analysis. t H-The analyte indicated is a common laboratory solvent and may have been introduced during sample f preparation,and be impacting the sample result. I I-Compound recovery is outside of the control limits. J-The value reported was below the practical quantitation limit. The value is an estimate. I� K-Sample duplicate RPD is outside control limits due to sample inhomogeniety. The sample was t re-extracted and re-analyzed with similar results. II L-The RPD is outside of the control limits. f M-Hydrocarbons in the gasoline range(toluene-napthalene)are present in the sample. O-Hydrocarbons outside the defined gasoline range are present in the sample;NWTPH-Dx recommended. P-The RPD of the detected concentrations between the two columns is greater than 40. Q-Surrogate recovery is outside of the control limits. S-Surrogate recovery data is not available due to the necessary dilution of the sample. T-The sample chromatogram is not similar to a typical U-The analyte was analyzed for,but was not detected above the reported sample quantitation V-Matrix Spike/Matrix Spike Duplicate recoveries are outside control limits due to matrix effects. W-Matrix Spike/Matrix Spike Duplicate RPD are outside control limits due to matrix effects. X-Sample extract treated with a silica gel cleanup procedure. Y-Sample extract treated with an acid cleanup procedure. Z- ND-Not Detected at PQL MRL-Method Reporting Limit PQL-Practical Quantitation Limit RPD-Relative Percent Difference Bill Lockard -0105-228B.doc _ . , _ -_---.__ -_-__-_ _ _ Page 1 P 1 i June 8,2001 Bill Lockard AMEC Earth&Environmental, Inc. 11335 NE 122nd Way,Suite 100 Kirkland,WA 98034 Re: Analytical Data for Project 1-93M-00087 T04 Laboratory Reference No.0105-228 I Dear Bill: Enclosed are the analytical results and associated quality control data for samples submitted on May 31,2001. F The standard policy of OnSite Environmental Inc. is to store your samples for 30 days from the date of receipt. If you require longer storage, please contact the laboratory. We appreciate the opportunity to be of service to you on this project. If you have any questions I concerning the data,or need additional information,please feel free to call me. Sincerely, r: David Baumeister Project Manager Enclosures t i i R Bill Lockard -0105-228B.doc Page 2 i i 2 Date of Report:June 8,2001 Samples Submitted: May 31,2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 6010B17471A 'r Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 I Matrix: Soil Units: mg/kg (ppm) Lab ID: 05-228-01 1 Client ID: GS-1 i Analyte Method Result PQL Arsenic 6010B ND 11 Barium 6010E 33 2.7 Cadmium 6010B ND 0.54 Chromium 6010E 17 0.54 E 4 E Lead 6010B ND 5.4 r E Mercury 7471 A ND 0.27 Selenium 6010E ND 11 Silver 6010E ND 0.54 IftFF I. k is i E Bill Lockard -0105-2288.doc s.. „. n_ __. E., _ Page 3 j 3 Date of Report:June 8,2001 Samples Submitted: May 31,2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 60106/7471A Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg(ppm) Lab ID: 05-228-02 Client ID: GS-2 Analyte Method Result PQL Arsenic 6010E ND 11 Barium 6010B 57 2.8 Cadmium 6010E ND 0.56 Chromium 6010E 26 0.56 Lead 6010E ND 5.6 Mercury 7471 A ND 0.28 Selenium 6010B ND 11 s Silver 6010E ND 0.56 t t } f t S -Bill Lockard -0105-2288.doc „ , „ _ _ ._..__. _ _. Page 4 4 Date of Report:June 8,2001 Samples Submitted: May 31, 2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 6010B17471A Date Extracted: 6-5-01 Date Analyzed: 6-50-01 Matrix: Soil Units: mg/kg (ppm) Lab ID: 05-228-03 Client ID: GS-3 k t i i Analyte Method Result PQL Arsenic 6010E ND 11 Barium 6010B 52 2.9 Cadmium 6010B ND 0.57 Chromium 6010E 27 0.57 f Lead 6010E ND 5.7 Mercury 7471 A ND 0.29 Selenium 6010B ND 11 Silver 6010B ND 0.57 Bill Lockard -0105-228B:doc __ _..._..__ __.. Page 5 5 1 Date of Report:June 8,2001 Samples Submitted: May 31,2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 6010B17471A Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) i Lab ID: 05-228-04 f Client ID: GS-4 Analyte Method Result PQL Arsenic 6010E ND 11 Barium 60106 54 2.9 f i Cadmium 6010E ND 0.57 k I Chromium 6010B 16 0.57 Lead 6010E ND 5.7 I Mercury 7471 A ND 0.29 Selenium 6010E ND 11 Silver 6010B ND 0.57 I I r t i Bill Lockard-0105-228B.doc __. T _ _ Page 6 a 6 Date of Report:June 8,2001 Samples Submitted: May 31,2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 601OB17471A METHOD BLANK QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) k Lab ID: MB0605S3&MB0605S5 4 i f Analyte Method Result PQL Arsenic 6010E ND 10 i Barium 6010B ND 2.5 t Cadmium 6010E ND 0.50 Chromium 6010E ND 0.50 f Lead 6010B ND 5.0 Mercury 7471A ND 0.25 Selenium 6010E ND 10 Silver 60106 ND 0.50 .EEE k k K a 4 r LrS F t yp[� P Bill Lockard-0105-228B.doc _ .__ _ _._ Page 7 I 7 f Date of Report:June 8,2001 Samples Submitted: May 31,2001 Lab Traveler:05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 60106/7471A DUPLICATE QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) ! Lab ID: 06-019-04 Sample Duplicate Analyte Result Result RPD PQL Flags Arsenic ND ND NA 10 Barium 40.8 50.0 20 2.5 Cadmium ND ND NA 0.50 Chromium 18.9 21.1 11 0.50 I i Lead ND ND NA 5.0 Mercury ND ND NA 0.25 d Selenium ND ND NA 10 6 Silver ND ND NA 0.50 t r I €¢E f, C i e t i S p� f E i t e Bill Lockard -0105-228B.doc Page 8 8 Date of Report:June 8,2001 Samples Submitted: May 31,2001 Lab Traveler: 05-228 Project: 1-93M-00087 T04 TOTAL METALS EPA 601013/7471A MS/MSD QUALITY CONTROL Date Extracted: 6-5-01 Date Analyzed: 6-5&7-01 Matrix: Soil Units: mg/kg (ppm) Lab ID: 06-019-04 Spike Percent Percent Analyte Level MS Recovery MSD Recovery RPD Flags Arsenic 100 79.7 80 86.5 87 8.2 Barium 100 133 92 129 88 3.5 Cadmium 50 41.5 83 41.5 83 0 i Chromium 100 103 84 102 83 0.15 Lead 250 217 87 215 86 0.95 f Mercury 1.0 1.16 116 1.16 116 0 Selenium 100 91.4 91 98.3 98 7.3 l Silver 50 44.5 89 43.5 87 2.4 i I t E I F Ir k' k I f C f 6 F E i f k ! Bill Lockard -0105-228B.doc Page 9 r r 9 OnSite Environmental Inc. data qualifiers and abbreviations A-Due to a high sample concentration,the amount spiked is insufficient for meaningful MS/MSD recovery data. B-The analyte indicated was also found in the blank sample. C-The duplicate RPD is outside control limits due to high result variability when analyte concentrations are within five times the quantitation limit. D-Data from 1: dilution. E-The value reported exceeds the quantitation range,and is an estimate. F-Surrogate recovery data is not available due to the high concentration of coeluting target compounds. G-Insufficient sample quantity for duplicate analysis. H-The analyte indicated is a common laboratory solvent and may have been introduced during sample preparation,and be impacting the sample result. -Compound recovery is outside of the control limits. J-The value reported was below the practical quantitation limit. The value is an estimate. K-Sample duplicate RPD is outside control limits due to sample inhomogeniety. The sample was E re-extracted and re-analyzed with similar results. L-The RPD is outside of the control limits. I M-Hydrocarbons in the gasoline range(toluene-napthalene)are present in the sample. O-Hydrocarbons outside the defined gasoline range are present in the sample;NWTPH-Dx recommended. k P-The RPD of the detected concentrations between the two columns is greater than 40. Q-Surrogate recovery is outside of the control limits. € S-Surrogate recovery data is not available due to the necessary dilution of the sample. T-The sample chromatogram is not similar to a typical I U The analyte was analyzed for,but was not detected above the reported sample quantitation limit. V-Matrix Spike/Matrix Spike Duplicate recoveries are outside control limits due to matrix effects. F W-Matrix Spike/Matrix Spike Duplicate RPD are outside control limits due to matrix effects. X-Sample extract treated with a silica gel cleanup procedure. Y-Sample extract treated with an acid cleanup procedure. Z- 4 ND-Not Detected at PQL MRL-Method Reporting Limit PQL-Practical Quantitation Limit RPD-Relative Percent Difference f A t I tt� !k[ I I p4AC - � s City Transfer, Inc • P.O. Box 1850 c� Sumner,WA 98390 Phone (206) 850-1775 Fax (206) 850-1797 CITY X 1-800-858-2436 TRANSFER INC. Qv Cq rE Sve LETTER OF TRANSMITTAL To: City of Renton Date: 10/4/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 2 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 5 10/2/01 Crushed Surfacing (specification section 4-04.1 lank THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: • Signed: Audra Mettler Contract Administrator 0�.� R A._.0 r0 Crushed Surfacing Submittal jy � Submission Date: October 2, 2001 CITY TRANSFER INC. T E -so Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for crushed Surfacing Material - Spec. 4-04.1. Attached are the material specifications for the crushed surfacing to be used on this proj ect. Contractors signature: Stan McAllister ✓ Project Superintendent • • 2720 E. Valley Hwy. Edst • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 INSPECTION&TESTING SERVICES SPEARS GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING ENGINEERING & • CONSTRUCTION/PROJECT MANAGEMENT ¢ ^„ SPECIALIZING IN ROADS&BRIDGES TECHNICAL HTTP://WWW.SPEARS ENGINEERING.COM SERVICES TEST RESULTS OBTAINED Date Received: 9/170-001 ASINI D-2487 Unified Soils Classification System Sample#: A-1505 GbV,Well-graded Gravel with Sand Sample ID: Top Course Source: City Transfer,Inc. D,0) 0.583 mm %Gravel=56.4% Coeff.of Curvature,Cc=2.28 Specifications DIN 3.090 rilm %Sand=39.5% Coeff.of Uniformity,Cj= 12.31 n WSDOT 9-03.913)Top Course D(60)=7.173 mm %Silt&Clay=4.1% Fineness Modulus=5.23 Sample Meets Specs? Yes Liquid Limit=0.0% Plastic Limit= 0.0% Plasticity Index=0.0% Actual 'Interpolated Cumulative!Cumulative _ Sieve. Size (Percent t i Percent 1 Specs Specs GRAIN SIZE MTTR&TION TiS Metric Passing! Passing ; Viax N6n r�F-+ � rrr r- 6.00" 1 150.00 100.0% ( 100.0%�In r 1-7 3'--ot�!•�!!'«� 100.0% ' uIIII I un111I I ulli I unnl . I °iulll I 4.00" 100.00 100.0% 1 hunll I I un1I1 I I uilll l i I Wool I I Mull l rr�n'lili I I uu111 I I mull ) 1 unnl I I nnII1 . I 3.00" i 75.00 100.0% 1 � 90.0%�Iy1LI_1_11LIL111J� 11ILILI_I_1 L_ 90.0% IntIII i until I I �nnlll l I nnu11 I ulnlli I 2.50" k 63.00 100.0°0 ± m11I I I mull I I 3nn1I I I ��III I I null) f ((III I I I (IIIIII I I y11111 I I 1111111 1 1 IIIIII I I I 2.00" 50.00 E 100.0% I �Inlll l 80 0 I - moll l I nll l I uIIlI11 I WWII l . % r Irltrrvrlrn�-r mnrrrr-�Inn�yy--mnrri--- 80.000 1.75" 45.00 100.0% 1 nnI I I nnlil I I nlllll I nnl l l I null 1.50" 37.50 100.0°% ntll . I mull I I mnI11 1 nlllll I I n, � nI`11 I I (IIIIII 11 Hill ll I I E ( I nIIII nlllll I I +IL111-I_I .1111 LII IJ__LLIVLI__L_ _1L L L_1WLll 1_I__ 31.50 100.0% 1 70.09° nlll I unto I I untl I I mull I I un111 70.0% 1 00" I 25.00 100.0% ntl I I WWII( I I IunI1 I I nlllll � WWI I I I un11I I I unl�I I nlnlll 1 nulls I . .IS i 2�.40 l00.0°-0 1 In I l l I m n n I u l llll 1I II unII�IlII111 I1 umnunlIl II 1I uunnInIll I I 60.0060.0/° r 1n1: 4 11 I I/ %i I000% 1000% 1000 w 16.00 1 99.1% 99.1% 1 C nn111 I Mulls I -nu 11-�- nnu1l 1 un1ll-I-=- M !�" 12.�U 1 87.94c 3'r.9% i I M 11111 I 1 IIIIII I I I (III I I I I IIIIII 1 1 1 IIIIII I W M f I I p 50.096 `loll I I 1 unll I I wI -I 14 nlllll 1 1 Will( I I SO.O.o a 3/3" 9.50 71.6°.0 l i1.6"o a UmI I I I mall I I nnl .1 I \ IunII 1 I unIII I I a d� I l a WWII I I I ,1t1 I IIIIII 1 nInII I I e 6.30 55.6% 55.6% 1 75.V/0 55.006 �Iuill nlllll I I nnI I �ulnl I I un11I 1 I AO.O%;+I�Il��a_alalawa-I--14 a I_a-.ICI I�aa__wui�l- - 40.Oo I 44 1 4.7S I 43.6% 43.6% i 1 ull I l i I unIII 11 WWII I tiI kln I I I nnl I 1 u1II I I until 1 1 WWII I r nlnrl I I nlllll I � #8 2.360 j 14.0% 1 ! m I 1 I I I m I 1 I 1 I 1 v m I 1 I I 1 IIn1I I I n�1111 I I (IIIIII 1� m Il I I n1u 1 #10 ? 2.000 21.1% 21.1% if � 30.0% in-, I r -wiTli t-I flri T`!ITI IT 1-1--Inrlr1fi-� I'1 30.0% l � unll 1 mull I I nnn11 11u1,1 11 1 unl111 I 16 1.130 I 13.10o i WWII ( 1 m111I I I null( ICI \ulnllAl 1 WWII ##.30U 0.8500 12.7% 12.7% tj 20.0% unWnuWIlI IlI I. III uunnnuI1nI111s III III cmnunulIll1 Il1 I11 Y1I �41nuI'IINnnn 1I II II�wununlnwlllI«ll1ll1 IIl-III 20.0% 102% 8.4'-o 8.4110 124.0% 1 8.0°04- 0U..4625U i ni 1, I i nnui i i nni ~�qli i i milli #50 I 0.300 I I 7.10,E j 10.090 InT1,'r I I Ti I r,r:nTI rr-imA I-r-r�ITrrr- 10.0% l 1 I WWII I l uulll I I nIn111 1 1111 nilnll I #60 0.250 6.6% 6.6% �mii i nlllll i i iniiii i uiiii �.�liiiii i #80 I 0.180 5.8°% + O 0% 0.0% #100 0.150 1 5.0/o 5.4% � 1000.00 100.00 10.00 1.00 0.10 0.01 #140 1 0.106 4.7% 1 #1 70 0.090 1 4.4°% ! + 'a Particle Size(mm) 0� 200 ! 0.075 4.1% 1 4.1% 1 10.0% + 0.0/0 f i i + Suoe Sizez Mas MIn specs -.-Si-P.-Its #270 0.053 ` I Copyll;ht°Jp em;EnY lneenng�.Tccluuc al Selvicco PS,1996-Z000 Sand Equivalent: 71 Fracture Count: 98% single face fracture • P.O.Box 1007 PHONE: (253)833-7967 Report#01003-066 AUBURN,WASHINGTON 98071.1007 FAX: (253)735-2867 Page 2 of 2 O�(FtACTp9 O s City Transfer, Inc • P.O. Box 1850 C9 Sumner,WA 98390 a Phone (206) 850-1775 Fax (206) 850-1797 Crrr 1-800-858-2436 MANSFER p INC. �V `cC,q T E S V Q LETTER OF TRA NSM ITTA L To: City of Renton Date: 10/4/01 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 3 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 5 10/2/01 Topsoil (specification section 8-01.3 2 and 9-14.1 1 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: is Signed: Audra Mettler Contract Administrator o�� Fi_A C To � Topsoil Submittal IN Submission Date: October 2, 2001 ��TRANSFER_ ;INC q T E _Sw� Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Topsoil Material - Spec. 8-01.3(2) & 9-14.1(1). Attached are the material specifications for the topsoil to be used on this project. Contractors signature: , (� Stan McAllister Project Superintendent • 2720 E. Valley Hwy. Ealt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 INspECTioN&TESTING SERVICES EA GEOTECHNICAL ENGINEERING RS CONSTRUCTION MATERIALS ENGINEERING ENGINEERING & CONSTRUCTION/PROJECT MANAGEMENT • SPECIALIZING IN ROADS&BRIDGES TECHNICAL HTTP:/,�lvV w'.v.SPEARS-ENGIN E'cRING.COM SERVICES TEST RESULTS OBTAINED Date Received:*120) AST-M D-?43"Unified Soils Classification System �I Smnple=: .-1153 SNC Silty Sand S,mtl*ID:Buddey Flume 80-=0 PU)t Zone Sated Source: City Transfer,Inc I�;,ty=0.0?8 nm °o(''ravel=0.016 Ccrtf oft)u"an:re.C,_ Specifications I1;•:;=0.1I3 nm °off;and=72.�Po Cueff.ot'Uh muity.Cu= j Roll ZcneSand DMy,=it._.i mn °oSilt EC1ay=:1.1°ro Finetrs�laltlu-1..8 �I S:unple Sleets Specs?No Liyvid Lintjl= !°o Plawic Linut=0.U4a P!cticity G:ih= }G°a `crual 'luterpoluted CSttnulative,Cttmulative ( GlAiN SIZE Dism lufioN I Sieve Size Percent Percent ; Specs i Specs 1_-S Metric Passing 10:tssing MaS Nlln _.A � 2 ,3 F 6AW, 00.00 i U)t).t*'o I I 100.0Oo •.* .����*•+-+ r tr-+=i*ti ivG.v°+ �,Utl" � 1UU.a)0 � ! IUU.tPro I j I 90.G°5 90.v°6 II ].5t� i fi3.f)t) � j lOU.IPo ..UO cU r� 100.v4o i1 t t Lis" i 15.Ai lin).'1°u 80.Ca -- - i 80.0% II • 1<0" 37.50 100.0°b } I ! 70.0% ......._ .. 1_<. 3150 lOQUO, � 0 - - 70.0% 1.07" 25AA) �:1., i L9 +J too., I 50.0 a E0.0°10 i I I i Ot i i wimo Sa3" 9°0 I j 100.00'0 1 0 :.. . a I � o 1,4 6.30 100!No j j 0 40.0°ti O y ----------•- •: 1 4C. -) 1.75 h1),�,0'e i 1!)0.0°•e 100.0°o I 100,00'e � 7- 3e0 =lU =.0 U 94.1°0 99.10'o j i 30A°o �.� 30.0% .. f o i =i b 1.181) ! Q4_i0o 1 W.tOe i 101i.f)°'o j 3.4.(Pb 1 =0 1 i).850 I 92 00 92.i°o I 00 i I ? °5 20.0% =3!) Q.bt)0 8l1°0 1 21.1°0 7IN.00'0 <0.01* j :. .. =tU 0.41S j 73.1% I 73.1°6 OSfA) <c_oo I j 10.0°5 . - 10.0% =60 0.350 t 48.1-- 1 48.!°o j 3000o 10.t'0o I =40 O.190 I 36 p° i I 0.0o/ ,i 0 0% II ( -il00 0.150 i 3_.100 I 312.10: ' 10.006 I 3.0910 100.00 10.00 1.00 0.10 0.01 =I4t) 0.106 j i i9 a'o j j TI70 ! 0.09) _S.lou ' Particle Size(mm) r00 0.075 1 =7.100 2-7.10'0 21)0o j 0.0% i I I t `-'va•>. ter,��du:;.v -e �. _ 70 I 0.053 11.F.°•o LOoo O.iA'o j !• ':°;T�7:[.DM 1..C'�'=.K�:�.1':1tGilaa'+:..ro:S.!-"^>•SA)) 20.7% Organics by Volume P.O. Box 1007 PHONE: (233) 833-7967 Reoort-00002-013 • AUBURN,WASHINGTON98071-1007 FA+. : (253)735-2367 Page 2 of 2 ¢ACTO p. �s City Transfer, Inc • P.O. Box 1850 �Sumner,WA 98390 D H Phone (206) 850-1775 Fax(206) 850-1797 Cfrr 1-800-858-2436 ANSFER` INC. FCq T E s JQQv LETTER OF TRANSMITTAL To: City of Renton Date: 10/5/01 1 Job #: SWP-27-2899 Plan nin /BuiIdin /Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 4 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples El Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 2 10/3/01 Substitution request for Sod (specification section 8-02.2 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 :pies to: Signed: Audra Mettler Contract Administrator .o��P A C TO9 C City Transfer, Inc • P.O. Box 1850 9;Sumner,WA 98390 D H Phone (206) 850-1775 Fax(206) 850-1797 clrr 1-800-858-2436 TRANSFER INC. QV cq rE S�Q LETTER OF TRANSMITTAL To: Cityof Renton Date: 10/8/01 Job #: SW P-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 5 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans [I Samples ❑ Specification ❑ Copy of Letter ❑ Change Order RECEIVED COPIES DATE NO. DESCRIPTION 5 Contractors Plan of Operation CITY I7-Y s cq THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: r • Signed: Audra Mettler Contract Administrator • V pAcr0 s GCITY �` TRANSFER INC.. FQq tE S�Q4 Maplewood Golf Course Regrade Plan of Operation lb /�Wal • Mobilize to site onk15101 and set up traffic controls. • Set up ecology block stockpile area in SE corner of staging area • Begin installation of construction fencing with silt fence following • Install storm sewer pipe • Remove and replant trees • As soon as shoreline permits are approved,begin asphalt removal and clearing and grubbing. This work will be ongoing starting just prior to fill placement and • will proceed as fill operation progresses. We will start at station 7+50 +/- and work towards station 0+00 to allow trucks to travel on the existing asphalt. • Import and place structural fill • We will begin placement of topsoil prior to completion of structural fill if possible • Crushed rock and paving will start as soon as topsoil placement is complete. • Sod placement will begin when paving is complete. • Clean up of site and regrade of staging area and removal of any remaining material will follow sod placement. Maplewood Golf Course Regrade 7,'01 Oct 14,'01 Oct 21,'01 Oct 28,'01 Nov 4,'01 ID Task Name Duration M T W T I F I S I S M T W T F S I S M T W T F S I S M T W T F S I S IM T W 1 Install Sift&Construction Fence 3 days 2 Install 4"Storm Sewer 1 day 0 3 Remove&Replant Trees 2 days 4 Irrigation Revisions _ 10 days 9 _ 5 Clear&Grub 8 days 6 Place Structural Fill 10 days 7 Place Topsoil 4 days 8 Place Crushed Rock 1 day 9 Paving _ 2 days :...:..:... 0 10 Install Sod 5 days Page 1 I,1 "ACTO 0 O R9s City Transfer, Inc • P.O. Box 1850 c� Sumner,WA 98390 n Phone (206) 850-1775 Fax (206) 850-1797 cirr ` 1-800-858-2436 RANSFER /NC v G,q T E S V Q Q LETTER OF TRA NSM ITTA L To: City of Renton Date: 10/4/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 6 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 5 10/2/01 Storm Sewer Pipe Material (specification section 7-04.2 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: • Signed: Audra Mettler Contract Administrator RACTO O , Storm Sewer Pipe Submittal C/TY r Submission Date: October 2, 2001 - ,A�TRANSFER _ ;INC. GgTE :S%3Q Maplewood Golf Course Re-grade Project Project#: SAT-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Storm Sewer Pipe Material (Sec. 7-04.2) Attached are the manufacturer's specifications for the storm sewer pipe material to be used on this project. Contractors signature: Stan McAllister Project Superintendent • • 2720 E. Valley Hwy. Eakt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 r'M�s� 'i_ .,;F.F,nr f' �' i •!y p�: 6L 1 -%A. `�; WtSL'�K +v� --,aF� >EPi :;+ah'14:P.Igre�' :."�-.','. �• ',.4�. 6+10AMA 177.1 i kx, :;eta � f! `�•� �;�� f' -,1,- �'�-� � S:� ' � IY n� .� 5 1" M ] ^ky ,.. `�!,•� �t .. .'.� F: d+ h../ r�S �, � �'t,k. art- Ck•.�+.......R o kt � - �.�rl♦ � S .1�)M,r,���4L ,Ij'If. � 'ti � r� !! + i t'I� kb "�r i +�A'. ��, ,rA'..I ;�� .�t � •. , YrA'4� �� f � N 'r � -r 5� 1. 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S. ...�T1fY';W t.;'.i. „M•., r'� ,`i•"Yk �+.;'t f .i Y' L,'.'�3, :�.,. g,;' r . •ry ,,�.,. , J4,.,+Jar• l •:• }-N5 { r;: :. ...,!, .. r. �, r .f a'-f v.f�. t , Y �' <: q .t: 01 d1 ,h-t: •b...x - .!Vpc�' W ,..,;r.. ._, rl.:.45.. Y� � .-, ,',: .., •<.rC!..il' „nr.{'t.�.a.P.,p � ,.. r, ?f�f, i ...Y.tq':• 77 ..i. ...,'" c ..:.....-. I ,, ��,., ,r 4 � ..;t?n.°t• �7�- � >{;! a ), � z .+ , +� .d r "•'�.'t r,:. + Er �, , u �l ..A' ! .,. 1. �1 ,, �.� .U ,,, �'1�.,'w 'a: :i � Pr�; j�'�tJ�� ''�. �1,"�i f� .l•�,s,�l��•'�1E Ta,rl'��, ,... � s i 10/01/01 MON 09:13 FAX 253 8.10 1141 USFilter Pui•allup Q004 i s i ` s EUighCcrpacit age Diccmete.rPipe Eight years of intensive design and spigot joints provide fast, soil-tight production testing have led to the connections. Long 20-foot lengths i introduction of N-12$HC 42" and 48" are easily transported (one truck can F, HOPE pipe. It features a smooth deliver 12 f 1 p p 0 feet of 48 i e , and pp inner wall for efficient high-volume require far fewer joints than,concrete flow, and a smooth exterior for joint pipe in the same diameters. Its light- integrity and alignment. weight (only 640 lbs. per 20-foot sec- ' a tion of 48" pipe) reduces the need for hpyative waU design manpower and heavy equipment. The wall section resembles a honey- Total installation time can be comb, braced circumferentially with reduced by as much as 30%over closely spaced circular ribs. This equivalently-sized concrete pipe. design increases both pipe stiffness to handle installation stresses,and � structural strength for heavy loads, Additional information without excessive increases in pipe available from ADS: weight. In tests at Utah State University, a 20-toot section with- 1- AASI470 Specification MP6 rr stood soil pressures equivalent to 2. ASTM 02412 180 feet of cover. These results and 3. ADS Tech Note 2.115; "Com• others indicate that N-12 HC may parative Pipe Stiffness" have the most stable large diameter 4. ADS Form#L 1096, ADS wall profile ever manufactured. N-12 HC Pipe' TI1f2C�YQ1 joint speed5. ADS Tech Note 4.103, "Plastic „r .^ Pipe Design"by James 0. �11 Goddard `e Factory-installed gasketed bell-and- . I a -t t i pp r , r' �I •1 � � �' -ram` • - �' i 10 01.01 MON 09: 13 FA 253 810 1111 tiSFilter Puyallup JOOa = teli r .pip _ s f N-12 has built an impressive - serv- this capacity for years ' into thefu ture.record in storm water and other With its 0.012 rating, the pipe is ideal - drainage applications where for applications requiring low hydraulics are important and durabili- Mannings "n" values. { ty is critical_ The pipe is offered in o, diameters from 4"through 35", in 20 F ' �sr i It-It ft. lengths. mod DD9 C-4rwgcdOd extedor adds N-12's light weight leads to a number ' sbneAgi of Jab site economies: more pipe per `✓ ' delivery truck, easier handling, small. `0, ' The natural toughness of NDPE is er crews, less heavy equipment, enhanced by the corrugated exterior less pipe damage, and better safety, which increases the structural The pipe cuts easily and requires no strength of N-12 pipe. It is designed beveling for joining. f. for use under both H2O and E80 live r loads, or with fill heights of 50 feet or i more. In fact, field research shows the pipe performing well at depths Additional Information exceeding 100 feet. Even under available from ADS: � ! ¢ harsh backfiil conditions and shifting 1. AASHTOSpeclflCation M252 f� soils, N-12 has continued to give out- 2. AASHTO S ecifi ion M294 standing performance. p Cat 3. ASTM D 2412 Srr=th interkm provides 4. ADS Tech Note 2.115, "Com- parative Pipe Stiffness" superior 5. ADS Form#L 1062193, 'ADS In order to meet the most demanding **Pipe" z . hydraulic requirements, N-12 is man- 6. ADS Tech Note 4,103, "Plastic ufactured with a smooth inner wall. Pipe Design"byJames e. - �.-._• This design insures maximum flow Goddard a capacity, and PE's resistance to 7. PennDOT Deep Burial Study :n et abrasion and corrosion will sustain ��'S'-.un,'�'�f +` - ,mow ��r "E �, :.�. ^.a�. ---- { ��S• r` r '� �- 'S: '�; •k - �.c ice-. -� .:'�- irLy;� _ � �. ADVANCED t)R A I l V A LJ E S Y 1_T r E 'J:►._3, N(_`. Watertight Joint Testing Reference r ADS Laboratory Primary A1lc rnali, Suitable Product Certification Field '.Pest Field 'Pest Applications r,> 4" thru 10" ASTM 1) 3212 Visual Inspection ASTM F H 17 or 14'SDO T Sanitary Sewer Series-35 10 psi water 7-04. (1) - (3.5 psi field test) $Alternate 'rest ASIA/[ C 9(i9 Testable Watertight per(brmance 12" thru 48" ASTM D 3212 Visual Inspection *ASTM F 1417 or WSi)()T Sanitary Sewer Pro-Link W IA 10 psi water 7-0 .3(1) - (3.5 psi field test) Series-65 *Alternate test ASTM C960 Testable Watertight per ibrtnince ~ct 12" thru 42" ASTM D 32120) Visual inspection Mandrelfl'V Soil tight/watertight "I Pro-Link ULTRA' 3.5 psi water Non-testable situations Series-851b Pressure Rated Joint H r ASTM 1)3212: Standard Specification for"Joints fnr Drain and Sewer Plastic Pipes using Flexible F.lastomeric Seals" *Laboratory test desf nod to demonstrate a given joint design is suitable tvr sanitary seiner use.—Not to be used as a Held test Only joints that pass the Pulllcomplete ASTM 1)3212(not modified)are considered to he acceptable to WSDOT For testablelwatertig))t Storm Sewerjointed pipe per section 7-04 of the Standard Specifications, (1) The Series-85 passes a modified ASTM D3212 test and is considered a pressure rated joint. It is not a Low-Pressure air testable joint, The only field tests applicable to Series-85(11ro-l-ink ULTRA)pipe other than a visual inspection are a TV inspection or a Mandrel test, ASTM F 1-11 7: Standard Test Method for"Installation Acceptance of Plastic Cravity Sewer lines Using Low-Presstwe Air" *Air test used to verify proper installation of plastic sanitary sewer pipe—Field test for ASTM 1)3212 qualified pipe. As'l M C 969: Standard Practice for:"Infiltration and Exfiltration Acceptance Testing of Installed Prcc&st Concrete Pipe Sewer Lines" *Field test for concrete pipe spccitjing leakage allowance ol'200 gallonsAnch diameter/wile/day. �l 0 c csi l0,' �l 1.1 3I0ti U9:11 F_�z: 2i3 8 1C 11 i1 USF11ter PuZ-allup 007 Joint tomes and. capabilities Pro-Link St Pro-kink ULTRA Pro-Lank WT j Series-95 Series-85 Series-35 and Series-65 *Standard ADS lit-12 split *Bell and Spigot pipe joint *Series-35 coupler *Gasket meeting ASTM F 477 *Pressure testable joints *Available:for pipe 3"to 42" *Joint-pressure rated(modified *Therm al-molded PVC double bell *Used on AASHTO:�.252& ASTM D 3212 to 3.5 psi water) coupler with AST'44 F 477 M294 Type C and S pipe *Single installation—no gaskets ;Wraps around pipe and rats additional work to install split *Bell &spigot configuration into external corrugations couplings *ASTM D 3212 qualified at *Easy to install Closes with *Requires lube to install > 10 psi. cable ties *Pipe is manufactured to meet *Joint lube required to install *Premiu=split coupling AASHTO M 294 Type S *Available 4"through 10" *Sarre as standard in all *Used where a more stringent 'Pipe is manufactured to meet respects soil tight or non-testable water AASHTO M 252 Type S *gaskets are installed inside of tight joint is required *WSDOT/APWA approved for the coupling for a:pore testable systems secure soil tight leak resistant **"TESTING*** *Used where a Sanitary Sewer Joint Quality joint is necessary per the *Available for sizes 12" "Prinrary Field Test— Nsuat design engineer through 42" Alrernateladditional if required Mandrel or TV ***TESTLNGA** • "*TESTL\G*sx ***.Vot to he field rested other than the procedures indicated *Field tes7<Srsi Primary field test is t isual, Mandrel or TV.. 4ST.M F 1.117 Alternateladditional if required IYSDOT section 7-041.3(1) jMandrel or TV---- - I *Series-65 1 *Pressure testable joints 1 *Thal-molded PE welded on bell coupler *ASTM F 477 gaskets *ASTM D 3212 qualified at > 10 psi. *Joint lube required to install i *Available 12"through 48" *Pipe manufactured to meet AASHTO NI 294 Type S *W S DOT/AP WA approved for testable Sy5tennS(see WSDOT QPL) *Used where a Sanitary Sewer Quality joint is necessary per the ! design engineer I ***TESTEN'G**11 *Field test<5psi ASTM F 1417 • WSDOT section 7-04.3(I) Issacd: December 14, 1998 �I%A C j- o0„ - - City Transfer, Inc • P.O. Box 1850 Sumner, WA 98390 n Phone (206) 850-1775 Fax(206) 850-1797 CITY 1-800-858-2436 RANSFER l,,. INC � q T E S J Iq LETTER OF TRANSMITTAL To: City of Renton Date: 10/4/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 7 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE No. DESCRIPTION 5 10/2/01 Pipe Bedding Material (specification section 7-17.3 1 B THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: • Signed: Audra Mettler Contract Administrator A O�� C rO� G cS� Pipe Bedding Submittal - - N Submission Date: October 2, 2001 ae: CITY TRANSFER ._.INC. FcgTE_S�Q Qv Maplewood Golf Course Re-grade Project Project#: SAT-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Pipe Bedding Material - Spec. 7-17.3(1)B. Attached are the material specifications for the pipe bedding to be used on this project. Contractors signature:'=1!✓% ?l����� Stan McAllister Project Superintendent • • 2720 E. Valley Hwy. Edst • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 From:J.Frank Spears 253 735-2367 To:Jim Anderson Date:9124/2001 Time:8:08:14 ANI Page 2 of 3 R V y INSPECTION BLTESTINGSERVICES SPEARSz...r GEOTECHNICALENGINEERING R • ,-,,, = CONSTRUCTION MATERIALS ENGINEERING ENGINEERING & s CON STRUCfION/PROJECT MANAGEMENT SPECIAUZINGINROAos&BRIDGES TECHNICAL HTTP://W W W.SPEARS•ENGINEEPING.COM SERVICES TEST RESULTS OBTAINED Date Received: 9/17/2001 AS'M1 D-2487 Unified Soils Classification System Sample#: A-1501 SP.Poorlyg'adcdSandwith Gravel Sample ED: Gravel Borrow Source: City Transfer,Inc. D,.o,0.347 mm °.%caravel=40.5010 Coeff.of Curvature,Cr=0.40 Specifications D,�o 0.321 mm %Sand=53.34u Coeff.of Uniformity,C,;= 14.19 WSDOT 9-03.14(1)Gravel Borrow D,.,,-4.920 mm °•c Silt E Clay- 1.3°% Fineness Mochlus-4.62 Sample Meets Specs? Yes Liquid Limit=0.0% Plastic Limit= 0.0% Plasticity Index=0.0% Actual iInterpolated Cumulathe Cumulative Sieve Size Percent I Percent ' Specs Specs GRAN SIZE DLSTRIbUTION US Metric ;Passing Passing 4 Max Min ■� 6.00" 150.00 I 100.04'0 1� 100.0% -r n r °0l0!�5!�0 9 r rlrl 100.0% i an: : i l:ul: I I I Inln : I tly} n:l 4.00" 100.00 I t 100.0°% 100.0% 100.0"u I I Il::ll: I I1:11111 y�tlllil I I III111 3.00" I 75.00 100.0*/0 � 90.0% u : LnIil1 i lini r1ISILn i �i Ll tt 90.0%:Ill fill 2.50" ( 63.00 100.04'o I n1 n1111 an n n I nn1 I :nnt n 2.00" 1 50.00 � 1 Ol/.�Vy/O L � I 11 I 1 IIII I I I i I I I I I I I I Ip�yI111 I I I I I l i a I I I I 1111 1./5" 45.00 1OO.ViO 80.0�0 -+Hy«IXIM--I-Fri+IMh- ii�l+IH -I-I Hll -�ytitl+l 80.0% i r I I I IIII I IIII:( I I1111. I I I III',1 1 1 IIII 1.50" i 37.50 1 100.0% i nu nn . i luu I 11 unl nl EE : I (:urn I I I Inn: lul'I I Ill:nl I I I l:nl 1.25" i 31.50 100.0°'0 70.0% i 70.0% 1 II:1I j l • 1.00" 1 25.00 100.0%' 100.0°/0 ! nni ulul tl III I nn s I n:n III : 7/3" 22.40 1 98.7% I nfo nnn idu: : I:un1 i I :::n 60.0%O -1•-l♦!IYIX--I-Y FI+INF- �y�(:+IH---FH+I*.F-fy•1!•lil 60.0% 3/4" I 19.00 1 97.0% 911.0% � u nnu Iu n1 � 16.00 33.00 33.0% I C54" I I I Inns I null I II n1 I I Ilan I I I IIn = I, IltIllLnl 1 I : N12.50 77.90 77.9% 50.0% -T-i"ii'--i--- -T Tnl-"I-iiITITIi-ii177I 50.0% Q i IS I l :lnw I : gun;, NI :Ina I Illnn : Illln IS M" j 9.50 67.8% 67.8% ° u:n nl I S:Inn nII n o 1/4" 1 6.30 63.8% 63.8% I I 40.0% Illllt:l _i. l_L.�IyyliI Ill_(; :Ll IIII_..(_.1_L.I LI LI I_..L � .I LI IIL� 40.0% L #4 f 4.75 59.5% 59.5% 80.0% ! 50.0°o uu i i Jl ni�lll!!!((( I�i i iinu i Illlul i i i in #3 i 2.360 47.1% :nr 1 I IIn11 1 l :l nnl I I 30.0%o nnl InII IIIInn I I I I llnl I I I::T° � : rn#!0 2.000 45.2°r I .:r nIn 30.0% nut uuI n: I i #16 1.180 35.2% unl �3:n n1 I :I un1 nnl an 1 I I I Inn1 I•1 II n1 I I I Ina: I I :Inn: I I I Ian #20 0.350 I 31 2% 1 31.2% 2O O% L J 11111n- L LI.IL -1 11 LI111.1 L 1-111111- 1 1 1 Llll 20.00/O #30 0.600 f 20.5% I I (:urn l : : Inl1 : I IInn1 I I Iluul I I I IIn #40 0.425 13.0% 13.0% 30.0% i 0.0°,6 1 IIII1111 I I/I I1411 I ( IIIIIII 1 11111111 1111111 3 #50 0.300 8.2% 10.0% -r-i-tTIrtiv--rrJrITITr-rn-irmn--l-rnrinr-rrinn 10.0% I I :Ip(u I::I+�u 11 I I I:nn1 I : Illlul I I l:ul #60 0.250 6.2% 6.24% ni i'i :I I111 nn1 n nI I #80 0.180 j 4.0% � i 0.0% sy""I ""'i ""'4�1 0.0% 4100 i 0.150 I 3.0% 3.0% 0.01 0.70 1.00 10.00 100.00 1000.00 #140 0.106 I 2.0% #170 1 0.090 i 1.6% Particle Size(mm) #200 I 0.075 1.3% 1.3% 7.0146 i 0.0% #270 0.053 + SIeve J «S �•Sleve Sault; Copyright i SP ears Eng meenng$Technic atSeryices PS,199e Z000 Sand Equivalent: 78 . Moisture Content: 8.6% P.O.Box 1007 PHONE: (253)833-7967 Report#01003-068 AUBURN,WASHINGTON 98 07 1-1 007 FAx: (253)735-2867 Page 2 of 3 R A C T09 City Transfer, Inc • P.O. Box 1850 iE9 Sumner,WA 98390 n' H Phone (206) 850-1775 Fax(206) 850-1797 crrr 1-800-858-2436 TRANSFER INC., v Q CgTE SVQ LETTER OF TRA NSM ITTA L To: City of Renton Date: 10/4/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 8 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 5 10/2/01 Pipe Foundation Material (specification section 7-17.3 1 C 0 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator tRACCOD \' Pipe Foundation Submittal a � Submission Date: October 2, 2001 cirr I ,TRANSFER INC �� gTEvSV Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Pipe Foundation Material - Spec. 7-17.3(1)C. Attached are the material specifications for the pipe foundation to be used on this project. Contractors signature:.4,-�_ J0�� ✓� z Stan McAllister Project Superintendent • • 2720 E. Valley Hwy. Eait - Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 From:J.Frank Spears 53 735-2867 To:Jim Anderson Date:9/24/2001 Time:8:08:14 AN] Page 2 of 3 " INSPECTION&TESTING SERVICES GEOTECHNICAL ENGINEERING SPEARS CONSTRUCTION MATERIALS ENGINEERING• ENGINEERING CONRUCTION/POJECTMANAGEMENT SPECIALIZING IN ROADS&BRIDGES TECHNICAL HTTP:'/WWW.SPEARS-ENGINEERING.COM SERVICES TEST RESUUS OBTAINED Date Received: 9/17/2001 ASUVI D-2437 Unified Soils Classification System Sample#: A-1501 SP,Poorly graded&-mdwith Cravel Sample ID: Gravel Borrow Source: City Transfer.Inc. D,.O,=0.347 mm %Gravel=40.5% Coeff.of Curvature,C.=0.40 Specifications D,I°j 0.321 mm °%Sand=53.3% Coeff.of Uniformity,C.= 14.19 ! WSDOT 9-03.140)Gavel Borrow D;W 4.920 min °%Silt F Clay- 1.3"% Fineness iModilus-4.62 Sample Meets Specs? Yes Liquid Limit=0.0"% Plastic Limit=0.0% Plasticity Index= 0.0°% Actual (Interpolated CumuIatlre Cumulative Sieve Size IPercent Percent Specs Specs GRAIN SIZE ffismibuTION LIS Metric ;Passing Passing , Max Min 0 100.0% -r 1" TR ►e�p��aea -t r rrn 100.0% 6.00" 150.00 1 :f 100.0 0 ? nw nn i 11 an 4.00" 100.00 I t 100.0% 100.0% 100.0"o nnl nnn nm �1 it I I IIII" 1 1 ,I nnl I I I Irvin I I I I nln )fl1 11�1 � 1 I l lul 3.00" 75.00 t 100.0"/0 90.0% ' t!' Iu_ .t_1_ II-i n._! i LIVU_!I- �J-I a__L .I J uSI1 90.0% I iI IIIII nIn I11 , I I{Inn n 2.50" 63.00 j ! 100.00/0 uw nln, lu J, 1 lulu nu 2.00" I 50.00 E 100.wo i I l i m i nii i i i l lil / I i is i t in 1 1.75" i 4:.00 1 100.04�0 80.0% -1+IHr-+-+uFl . i H+1?H-�7y+IM 8 0.0% I nut unn dllml• 111.1 n 1 1.50" 37.50 100.00/0 f nm nn I Ilan nn1 I I Inn I I I Inw I I I 111, 1 I Ilan ,� I IIInn I I I Inn 1.25" 31.50 ; 100.00% i 70.0°% i i i lirn_ I_I 1_ILlin _ii Lliyn- _r-1_ I fin_ J J i fin 70.040 • 25' I I I nrn I I I nnn I p�1 i•�i 11 ( I I I I I Iw 1 1 1 I rnI 1.00" � 00 i 100.04%' 100.0?/o IIII I I I I I I I I I,nl I I .null I j 7/8" j 22:10 93.7°,% nw unu uI� I ,I nn1 w• 60.0% 60.0%. -+ »+I+I»--I- �IMMH �+►�i .---- +1 - »++1.1 ' 3/4" ! 19.00 197.O% 1 9-.04% nw nnu n nul IIw ! I I I I nnl unn m nul nl 513" , 16.00 ` 3$.0°% 3$.0% nw unn I III nu Inul nu C f f } j N - 1,,-,1 1 _Inn1 _I 1 rnn- I-I ---I I I I lls 50.0% 112" + 12.50 J7.9°�0 77.9°'o p 50.0% T �,ITIi1 I I I ITI n 11 '?ITni i i 171T1�-i T T i ITn a a n I.: 1 I IIII I I I I I III a 3i3" 9.50 67.3°0 67.3°% I I It:n n /1 • I Inu I llllnl I I t'ln o 1 0, `( a I ° I I Illnu I I I Inyt11 I Ilnnt I I llllnl I I (IIn I 1/4" ( 6.30 1 63.3•o E 63.3•o 40.0 ie a L : 1u1n1 ._L L:.IuuL sI l. __I_ 1 yyII �iuu1 40.0% lnm j #4 4.75 1 $9.5% 1 59.54/0 30.04/0 , 50.0 : I Ilan Jltue i ,i nm uw LuuuL_ilnui i i 1 ni #8 1 2.360 47.1°.•% nn u� I I I I uul un n1 1 iram I I nr►1 a Illnw I I Ilnu, , Ills =10 I 2.000 1 45.2°% 45.2"% 30.0% -r-;�rlrlrt--rr Ir'ilr Jr��,-I-rt--I-rnrmr-r-�r1-1 30.0% nm nV!¢u nn nIn uu i #16 1.130 35.24/o I I I I I I IItMilnl I�111 III� 1 1 IIIIIII I 1 IInn1 I I I IIIII ' 1 #20 I 0.850 ' 31.2% ) 31.21% I II 20.0%O -1-1J 1111L- LLI•IL _1 JI LILLL-J-L JIILL-Li 111L e # 1 : i 11 1 I 1111 ,dl I I J,I I I 1 I I I I I I �O O�O ,r30 0.600 � � 20.54/o 1 1 1 1 I I Ilnrn I I IJIIUI i : Ilnw I I II 1111 I I I I I InIu i t IIn1 I 1 ;-40 0.425 1 13.0% 13.0% 30.0% i 0.0010!� I I II u •'I 1I it1Vun,t1 I1 � 11uuuu 1I 1I InI II Iuun1nnn II I I I I l l 1 11, It 1 1111111 1 1 IIIIu, I I -r� n -- // #50 0.300 3.2% 10.0% ,, rnr-rn-rnIrn--I-rrinr--rI rIII rIII rnrnnInUI I 10.0% #60 0.250 6.2% 6.2% IInut I I I IIn rl I I nnl I ; Ilnul I I IInu1 I I Ilan #30 0.180 j 4.0°% 0.0% �� 0.0% #100 0.150 3.0% 3.0% I #140 0.106 I 2.0% i 0.01 0.10 1.00 10.00 100.00 1000.00 f t#170 0.090 I 1.6% PQficle Size(mm) #200 0.075 1.3% 1.3% 7.04/o i 0.0% _- /2JO 0.OS3 -1Siew Sizes --a+-Ms:Specs `++-�Min Specs Save 2esdL Copylight1Spe:v;Engmeerina 3Tcchnical Services PS,1996 2000 j Sand Equivalent: 78 • Moisture Content: 8.6% P.O.Box 1007 PHONE: (253)833-7967 Report#01003-068 AUBURN,WASHINGTON 98071-1007 FAX: (253)735-2867 Page 2 of 3 O��.Z A C TOE C., s City Transfer, Inc • P.O. Box 1850 E9 Sumner,WA 98390 a H Phone (206) 850-1775 Fax (206) 850-1797 crrr 1-800-858-2436 ANSFER=� INC, Qv GgTE SVQ LETTER OF TRANSMITTAL To: City of Renton Date: 10/4/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 9 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 5 10/2/01 Backfilling Storm Trenches (specification section 7-17.3 3 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: • Signed: Audra Mettler Contract Administrator T9 BRACT Storm Trench Backfill Submittal Submission Date: October 2, 2001 CITY TRANSFER INC v �4 TE_-5v Maplewood Golf Course Re-grade Project Project#: SVWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Backfilling Storm Trenches Material - Spec. 7- 17.3(3). Attached are the material specifications for the backfilling storm trenches to be used on this project. Contractors signature:, Stan McAllister • Project Superintendent • 2720 E. Valley Hwy. Eapt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 r om:J.Frank So ears 253 735-2867 To:Jim Anderson Date.9124J2001 Time:8:08:14 AM Page 2 of 3 INSPECTION 8e TESTING SERVICES P f12 S CiEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING ENrINEERING Q • CONSTRucnON/PROJECT MANAGEMENT iz SPECIALIZING IN ROADS dL BRIDGESTECHNICAL HTrp://w W w.SPEAR S-EN GINEERI Nr,.COM SERVICES TEST RESULTS OBTAINED Date Received: 9/170-001 AS'I11'i D-2487 Unified Soils Classification System Sample At: A-1501 IF,Poorly graded Sindwith Gravel Sample ID: Gavel Borrow Source: City Transfer.Inc. D,.O,0.347 mm %Gavel=40.5% Coeff.of Curvature,C.=0.40 Specifications D,2oy-0.821 mm %Send=58.3% Coeff.of Uniformity,C,;= 14.19 64 SDOT 9-03.14(1)Gavel Borrow D,00,-4.920 mm %gilt&Clay= 1.3% Fineness Modilus"4.62 j Sample Meets Specs? Yes Liquid Limit=0.0% Plastic Limit=0.0% Plasticity Index=0.0% Actual ;interpolated Cumulative;Cumulative { Sieve Size jPercent; Percent Specs Specs GRAIN SIZE DLSiRIbUTIOIV US Metric Passing Passing Max Min i 6.00" 150.00 1 t 100.0°'0 100.0% -r r1 t t v+�a�+, +e 1 7 rin 100.0% I I Ilurn I ,unu 1 I ,Inul IIII 11 I I Ilan 4.00" i 100.00 i ( 100.00/0 100.0"n 100.0°0 I 11 1 III,1 n,In „ 1 1 urn y II n 1 1 1 ,IIIu, I .Illrll 11 1 lino I 1�1111�1 I I I IIl1 3.00" 75.00 ( ( 100.00/0 90.0% { , ,u__,_t_:-1{1{n__ ;aI-lilu 11-IS'I 90.0% i ,nun I IRuns + I I II I t , I;n, 2.50" I 63.00 i 100.0% nut nun nm nn n1 I I l sills I I I nun nI nlu nl I 2.00" 50.00 i 100.0040 n e „ rf •� 1 ( 80.0/O -+�y+NIH--I-F�-I+IM'--+-!+�IIIM�M-}.HtIhF-ryyl.I+I 8O.0,o 1.75" i 45.00 100.00/0 j � • i i 1111111 I I I II1111 1 111111+ , Ilin:l , 1 I IIII 1.50" i 37.50 i C 100.0410 nut nnu nuI y , 11 nnl nu 1 I IInIn 1 1 lunu Ilan f , Inl,n , 1 IIIIII • 1.35" 31.50 ! 100.04% 70.04�e J{Illtfy I_1_,_Ii1iu__i iilin- _r'_1_'I Ipl_ _ JJ!' 'I 70.0% 1 25, f I sins nnu 3: I nIRr1 unul n,1 ' I.00" } 00 � 100.0°o i 100.0?'0 � � I I I I u n1 I I �n n u �, I I• 1 7/3" 1i 2240 ' } i 93.7% 34 19.00 97.0O � ( 60.0p nu ni n erul� I i Ilrlul i u 60.0%97.0O : I11:111 1 1 I111111 ,, I hl nisi 1 IIw i I I I Ilan 1 1 I nun I I 1,1'ul 1 1 Ilnnl n51S" 16.00 33.0% 33.0% ° II :III III Ill nIanlaIlnnwlInIn,I „II I, III nlunr,Inl u•u,l1/�I1 I,ijI lII nInnsinnuluunn1 r, III IIII IlllI,:InlirnnInnnInlltiI I 1,I TI1I TIlIInruIT1nInI,1 I I l IIll l 50.0%1/." 12.50 77.90 77. ! i I 1TT---iiTT a . 33" 9. 0 67.3° 67.3% MI I I It 14" 6.30 63.3003.30 40.0% L ,LLI,u ._LLLIL L ,Lllln _ L41Ln . La ,Lu1,, 40.0/#4 4.75 f 59.5 59.50 30.0% 50.0 IIr , I 1 :JIi., d "lino 1 Il 1,1' I „IwII Nallo 1 f i 43 { 2.360 i 47.1% 1 1 1,11„ 1 1 y If I I 1 n111 1 1 t I I lit I 11 I I II !I { n„ , IIIIIIII I IIIIn1 I I II"if #10 2.000 1 452% 45.2% 30.0% -rri-rtln--l-r r, lr FA 1I"'Its ,-rnnnr-r77rm 30.0% I I lilt, n u an I IInu 1 1 IIIu, I i #16 ( 1.130 35.2% nut A I n m�+ I I I I,nu nu sin #20 ! 0.350 ( 31?O�o `I 31.2°o e� nm I I ul nnl n u 2 0.0/O -1 J J 111,E-�}.l L,e,L -1 J J L I II LL--I-L LJ I I L L-L 1 1 L I L 20 0% #30 0.600 i '20,5% nu h I ,�1 n� I I I I un1 un rn I I IInu1 I I I nm 1 + Ilnm 1 1 IInnI 1 , IIIu #40 0.425 1 13.0% 1 13.0% 30.0% i 0.04o Inu1� , 1 �n,fl Ilun 1 Ilnl, u i ! 4 11 rind I nrin, I rim #50 0.300 { 3.240 10.0°l0 -r��r7, --r�,rrr-r�7rlrlrt--l-rnnnr-r77nn 10.0% � 1 1 I Il,fn ,�• Inn 1 1 I Ilnu 1 1 IInnI , I I Iw #60 E 0.250 i 6.2% 6 2% I nut +I I 1 sin uu n u1 sin I u i f I I ,111{",.VI I I nn1 1 Illnnl 1 1 Alan I I Ilnu i i r30 ' 0.130 } 4.0% j 0.0 0.0% 1 #100 1 0.150 1 3.0% 3.0% 0.01 0.10 1.00 10.00 100.00 1000.00 #140 ( 0.106 i 2.04�0 #170 i 0.090 1 ( 1.6% ! Panicle Size(mm) #200 { 0.075 1.3% r 1.3% 7.0% i 0.0% 1 1 I + sm,Sizes blip Sp tr. -S,,se 3esolts #270 0.053 1 i t ` � '=�PYnRht;Spearsiiagmecr,ag3TcchmcalS<s�cesPS.199o-_000 Sand Equivalent: 78 Moisture Content: 8.6% P.O.Box'1007 PHONE: (253)833-7967 Report#01003-068 AUBURN,"NASHINGTON 98071-1007 Fax: (253)735-2867 Page 2 of 3 0 9 oto �t-1 s City Transfer, Inc ,1. • P.O. Box 1850 i� Sumner,WA 98390 ! n H Phone (206) 850-1775 Fax (206) 850-1797rlt nrr 1-800-858-2436 C'T'y OF RENTON ANSFER INC,v UTILITY SYS7imS CgTE SJQ Q LETTER OF TRA NSM ITTA L To: City of Renton Date: 10/8/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 10 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 1 Fair Practices Policy—U.S. Filter 1 Fair Practices Policy—Northwest Asphalt, Inc. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: • Signed: Audra Mettler Contract Administrator T - - • • • F•r-1 f-IOF:THW ES-Tf1SHPiLTIHC: 42'5 25,4 1 :=:2 1 F' . I_i t 14:08 C'.T'f TRANSFER OF KENT INC a 914252541921 CITY OF RENNTON FAIR PRACTICES POLICY A.FrIDAVIT OF CON[FLIANCE !�6J� tCy n�� � T � 1,.►C . - iloreby cv>wfuma and +��la�es tint {Nwne of cut►crr;rtorlsugc�yn,,cteMc�nsuycandsupplicr) rC12 ����� to 1. It is the policy of offer egi+Al tee ) {Noma of co VWOr bconrractar -I ult�ntr'supp opportunity to ail qualifie4 employees atld eon t�ant5 for cmploymont without rogard to the race. craa4, color, sex, national origin, age, disability or veteran Statkb• complies with all aPPlicable (Nwna q1 cantrac subconsrActor an t+lt4nVsupplisr) frderal,state and local laws governing non-diacriminatian in employment. lI, WYten applicAbf>r, f.�n� TNVty --�� will seek aut and (ltiarno of eontre►cta yubconlraatcr otwu«dsuPPiKr% negotiate with minority and women corttrars for th®award of subcontracts. prtpt,�geat/R¢presentative's Name d Print AgantlAopreeeAt�tivo's Title o t IV V®'9 Stsnaillr Aare Sighed •' Instructi+sns: This documant UST be completed by each contractor, s>�onunctor, conaulisint andJv supplier. lrlc.11idae Or Attach this document(s)with the conwact- 10/08/2001 14:07 CITY TRANSFER OF KENT INC 4 914254307241 NO.290 903 a I City Transfer, Inc • W P•0. Box 1 a50 �p Sumner,WA 98390 y Phone (206) 550.1775 Fax(206) 050-1797 °C 1-800-058.2430 ory � rR4NGF6R !NC v l� °q r 6V LETTER OF TRANSMITTAL To: Cl of Renton Date; 10/8151 Job#: SW P-27.2899 i Piannin Isuildin /Public Works Dept. Attention: Gary Schimek 1085 South Grad Wa Re: Maplewood Golf Course Re-grade Renton WA 98055 Transmittal #: 11 WrB ART SENDING YOU S Attached ❑ Under separate cover via tl►c following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letxer ❑ Change Order COPIES DATE NO, DEBt:RIP 10 1 Fa r Practices Policy—JB Instant Lawn THESE ARE TRANSMITTED as cbeciced below: ❑ For approval ❑ Approvel as subnuttcd ❑ R®submit copies for approval ❑ For your use ❑ Approved as r►oced ❑ S►ahmit copies for approval ❑ As requested ❑ Re,unied for corrections ❑ Return corrected prints ❑ For review&comment ❑ FOR BIDS DUE. ❑ PRINTS ItETuR.NrD AFTER LOAN TO US REMARKS: CTI Job#01-19 �• Copia§ to: Signed: Audra Mettler Contract Administrator 10i08i2001 14:07 CITY TRRNSFER OF KENT INC 4 914254307241 NO.290 PO4 12002 '003 � _. -. . N0,259 [702 14:3E, C171' TRHNSFER OF KENT II.0 a 91425t3210e13 • ciT4r or, R-EaToN FAIR PRACTICTS POLICY 4.FFIDAvIT or cCjVFMANCE J, ,�. sr uT 40-WA -;-V(— hereby confirms and dcSlarae that 1 Namo of con►toctat�rt�hcanu�otoN�+snet+ItenVoup�liar) 10 pffer equal i Nsnto of oannactorl9ulscanc.rncu�r/oa✓n9ultt►ndeupp'let) oppL)rtunicy to all quaiifjdd employees and appliows for MPIOYmoclt without rp�atei to IhC r4;0, oreed,color, sex, national origin, age, disabilitY or veteran s�ttus. JPW-v ,Uc, complies with >sll • applicable l Ntun¢gtcnnttuotorisWt�canctt�r�oansulca,u/�pplicd federal, gal;4nd jacal laws governing non-discrimination in @mpla meat. If. When appl icpblo, j _7jL5 /*ter' L w� �y G WW we aut and i Namo pt oantrnccar�suncantraotariconsu itnrtt/aup pl icr) nezotlate with minorley 411d WQmeil contractors for the, award of subcontractz. •bey-�ks� print Af enVRpprosenwive s Namc C0•e�6er or ` G°Q- Print A9ant/1kpre5arl—si�� s A 6o W® 9 SIt�11st�1{'6 — Rate Step d InslTMotions= TE+is Ancument T he aampletad by each ca{ILTaOtAT, e1'bcatttrtrctal', cAnsultant I}ndjor supplier. include ar attach chi& doaumenvb)with the aantrnat• I RAcr°9 s City Transfer, Inc • P.O. Box 1850 a3 Sumner,WA 98390 n Phone(206) 850-1775 Fax(206) 850-1797 crrr 1-800-858-2436 TRANSFER INC. Qv �CgTE SVe LETTER OF TRA NSM ITTA L To: City of Renton Date: 10/9/01 1 Job #: SWP-27-2899 Plan nin /BuiIdin /Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 12 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification 8EcE1VE® ❑ Copy of Letter ❑ Change Order OCT 11200, et COPIES DATE No. DESCRIPTION itZpF 5 Class B Asphalt Materialspecs. r sySit�gy THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: • Signed: Audra Mettler Contract Administrator tRA r 7-12 Class B Asphalt Submittal i� Submission Date: October 9, 2001 CITY I4U Cq T E Maplewood Golf Course Re-grade Project Project#: SWP-27-2899 Owner: City of Renton Nature of Submittal: Submittal for Class B Asphalt Material - Spec. 5-04.2. Attached are the material specifications for the Class B Asphalt to be used on this project. Contractors signaturel� Stan McAllister Project Superintendent • • 2720 E. Valley Hwy. Eatt • Sumner, WA 98390 P.O. Box 1048 • Kent, WA 98035 • Seattle (253) 850-1775 • Tacoma (253) 863-4556 • Fax (253) 850-1797 2 0 0 1 04 :2-i P M H Ci R T H H E,=;T A H r-i L T I H F 425 254 1c,'21 F 0 4254328854 1AESTEW 4SPHAL--JJT PAGE- 01 ii,,--razan & A S S 0 C I A T ES , I NT C , • c'C3T?; FI�dtCP.T_ EN�3 ! $a i ��a • ENVrRONMENTAL LENGINEPRINC; CONSTKUCTION TESTINC & INSPECTION' Septen-thm 19, 2001 KA No, 0 96-0 1022 Lab Report No. 13 Page I of 4 Me, TbOMAs Deibcb,Jr. WESTE;L'J APFALT, LNC. F.C. Box 980 N-Inple Valley, WA 98038 RE: Aazpbalt L2boritory Testirg MIX Dellmns-CIA"'VB 1950 1 - 144b Avenue NE#F-300 Woodmv;ile, Washington Dear 1k.Deach: In accordzuwe with your request and a-utImnization, we have p=formed laboratory tests on Cl e material sampled by r1e client ftorn the albove rcferenoed inix desip. Also please note that the aS&Tcgatr coriection Factor for your pit is 0.65. In addition, on page 3 the noted ca!,Tration of o.2 is for rnoist'= crdrrm;tior.Ap'n'licd to asphalt Content. • In ac cortiance with the project specification& laboratory testwg ,uses performed per applicable ASTNI acid WSDOT standards and specifications- The rasulU of the laboratory tests are presented on the following pagc3. If ycu have any questions or if we can be of further assistance, please do not hesitate to contact our office. tken�tl-y suVmt1ted, Y SSOC A,oXkZAN& Ae-' -'I JO r C9esukl- I u 8 ees Manager r ific st D" :lion Wltb Eleven OMees Serving The Western United States • t 9``1 i — 144�'Avenue NE F-3DO#Woodinville,Washington 98072 e(425)485-5SI9*Fax(425)4f,5-6837 F,H H0F'THW1E' TA-HrtLT I F4C 4 5 254 r Et 14: 29 425432@854 WESTERN �SF�N_-33 FaG= t -08-ZEzl 33 12 F?am.;K-RAZRN 9254g56837 7Q:42593��L354 P.(3L13i�8 "ALL s ect Number. 09S Osv2` I.D. Rio.; 7126.1 Pen. Grade o4 A/C: P05822 I✓'si2rt Western AspNdt, hsC. Date: 8✓$/01 Required Slows: iS.Q project Mix DesignSp�ci43c Gravity A,�C: 1.02' L-,pitwt C3asS: !.`S 3ested 8 A1JT,1 i3}tii T .:C.°'R~ Ave. 8SG Tots! A 2 713 '-i•'i'. .»f.•f: . '+; .., ....}%'r4�° y'}7 V:G F'G:`:i: " a :4 t _ s'; ::::.;:.� 3' .,i ,e. i!iw''�' '�1�13'�+ij `;?r':���{.• p'i1.7:Y.,:� - ,..r. f_:iaf>.: - rrj... �, _ ��, ..,SI. ii w:-..If. t`nit[ t.•i..�:..... i - Y"..�_�t. '�a �.i:�t ..t t ,�• .,r�. liyT..r Eiai: .i.4:L::. S:!/:i ?ii?i iiii''=iii�*r.t' �.Ni :iiii:' lit. i`_!�.•: �1,."" ?�., j...:.i.�.•. .N»I;i ....3:Of; 'r4r�s'•d1( T:, °.R�'��.'.�� Yt ��pp :.�'s�iY1��'';1 ! �r Vr�•� _..l ;r:lJ�l'��.V;!t:'M��,�•.j]�e,. ._!.r- .i•;'��_:.~ __'1:�' ..i.,S•»YI.I- :i ..1`:;�j! .Wvl:�.:i.. '�� �. �\DIY r,:;ur-;ti .�i v: ,s s`;;'i ;�s :,>AI WATE SSF,S "" �•: ;�a1�F1 ..Y 5.26 5.00 1161,2 664.1 1181.4 2.335S 2,50 1900 1900 iC.� • " 1173.2 691.2 1183,$ 2,337 * 2.50 2300 2100 10.r 1179.0 688.4 1188.0 2.360 • k 2,51 2150 2150 10. > > > > 2.344 6.5 17.9 146.3 2.5503 205D 10. 5,43 5.20 116E,0 699.7 1A96.5 2.391 ° • 4 2.55 2350 2256 13.0 e 1199.4 704.2 1204.5 2.397 • b 2.55 2550 2448 12.0 * 1170.0 690.0 1179.4 2.391 * • 2.52 2350 2350 13.0 Ad'E. 2.393 4.3 16.4 149.3 2,640 > 2351 12.Ci ! 5. 1 ! 5.40 1184.6 S 1189.9 2.36,3 * " * 2'51 2270 2270 • 1161r.5 680%.0 1176.9 2.348 • • 2.50 2300 2300 16.0 s • 1154A 674,1 11C-4.3 2.354 * * • 2.51 2350 2350 15,0 > > > > 2.365 5,5 17.9 146,9 2,5�J7 > 2307 15.0 5.93 5. 9 1129.9 655.4 1141.5 2.324 +� 0 1135.4 £60.1 1150'.3 2.31.E • a 2r�I 2150 223v 17. 1115.3 545.8 1128.3 2.312 +► * 2._2 1950 2028 18,0 2.49 1850 1924 19.0 a A1IE ,J_-- > } > 2.317 6.7 1114 144.6 2.493 .1 2063 19.0 MAXIMUM SPECIFY, GRAVITY EFFECTIVE A/C 8Y VOLUME • AIC Ccntont esl: 5.00 A/C Oont-�^t # 5,00 %Tota!'An, Aug.: 95.00 Result: 11.4 Ed. Sp, G. Agg.: 2,713 AlC Content#: 5,20 Sp. Gt A/C- I.C2% Result: 12.1 Resat: 2,Sy7 A/C Content g 5.40 A/C Content #2: 5.20 Result: 12.4 %Trtal Wt.Agg.: 94.80 A/C Content x. 5.60 £tF. Sq. 0. r�,8.: 2 713 Ras�alt: 12.6 l Sp. G. A.C: 1.027 Result: 2.500 PERCENT'VOIDS FILLED A/C Content 03: 5.40 A/C Content # S.DO 3 %Total wJ - Ag3' 94,60 result: 63.7 Eff. Sp. G, Aug.; 2.713 A/C Conant i#: 5,20 -So. G. A..11C: 1.027 Result: 74.0 Result. 2.492 A/C C ntent #: 5.40 AYC Content #4: 5.60 Result: 69.2 y,Total '�`Ji. egg.: 9.i.4b A/C content 5,60 Eff, Sp. G. An.; 21713 Result: 65.2 Sp. G. A/C: 1.027 Result: 2.485 a-r—__iF=11 04 F'tI H--IRTHWE=Ti=iSHi-LTINC 425 21 5 4 1 1 P. 04 / ..' fie_ =4: 23 1�54�28854 WESTERN 4GP-4AL7G3 FAGc 03 t _ g•- e�ai 13. 12 i+ROM-vjw2w 4254esgS37 TO.4254128854 P.per," • �`'"'� # A94CC,'IATES, INC. proiect Mo.- +096-0102.2 4MAL Prot Name; lass 9iJ9. P 55 _�I Oxisnium" TOZaa pk-09M Date: Auus1 a, 2001 150 20.0 14a 144 1a1 �c.a 4 0.00 49-0 6-40 SAG 5.00 6.20 6.40 ,egphatt t:o�bnt Asphalt Centon/ 25WA 9,d 24 0.6 aa�o.0 X 7.0 sh zoe.�.a 430 S-ac 5.40 &SO Aspt'tA'l ntaM 5.G0 3.a4 5.40 6.60 Aaph"Content Mpttatt Cvntont v limum Ac h it Content 1t} Te-tt ProNrty esult specificatl Stability E4s' 5.25 N/A A t$ Wet t 5.2 149.2 Flaw 11 OO ipcn 5.2 12,0 N/ A ercerit 5.2 16A N/A 14 roid rcent 5.21%1 4.3 IN/A - vsroksA Con+en 21 12 Rict,Yt+tus Ca tbratlon Factcw 0.2 1t? SL26116melar Vaiva Z2.0 g.o0 6.2�? Sao s so LOUM40 Stripping PASS :t:i�altr.�rat 2C-t01 04 :29 F•111 H0F:THWESTASHriLTINi_ 425 254 1 :B21 P. 05 i6/E6/`2�0_ 14: :9 4254=29654 We iERt! '3P 1:.LiG; PAGEt34 t , 47R:27 w <iid 42549560 37 TJ:425432Ee�_: P.000 fDG35 z:��-ig-2cE Particle Site Distribution Report • , 4 ! 3 s I if II . N ' i tF i! f+ j I Lk o rl • aFtAdN 8-IZ1:-mm -- %coae»a %GRAVEL ---•�SAND •4&LT is CLAY -_ G.4�� __ 49 2_- 47.3 S WEV'E PEACtNII'T spec! PASS? oil L�e,zyriattan St2I FINER PER0.194t' (XmNO) Glass AIB .75 in. 100_0 100. 100 S in. 54.1 90, 100 .375 in. 922.2 TS-90 .23 in, 61.9 •75 Atterba_ rc t1�r,•,t^ a 10 2..3 JC-42 Rz LLa Flee $40 : 6 I 1 -24 #200 .3 ! 3 7 eroxFttcT antl p65� '.0.1 Dgp= d." 05o= 4.63 p'sU= i.69 b15a 0,4" Dip' O.266 CU= 2133 Cea 1.76 Yl��,a�fc;titi�n U$CS= OW-Om As'�$ 70- alwAl Supple 7126A.Rico Vaiuc: 134.0 i A--uha,it Cant= S 21% .""' 31P]a N6_. 7125.1 SSOUr"Of SaMPIO: Cl,aa A/B 0214: Si tt101 t-.o" lon: Wevcrn Asphalt Plane Me►v./Depth. t'liOnt: West=Asphalt Ps'4'act '1dr.: tKJb-0i0Z2 (RACT °9s • City Transfer, Inc • P.O. Box 1850 ag Sumner,WA 98390 n H Phone (206) 850-1775 Fax(206) 850-1797 cffv 1-800-858-2436 TRANSFER /NC QV FCq TE SUQ LETTER OF TRANSMITTAL To: City of Renton Date: 11/05/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 13 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ SpecificancrCEIVEC ❑ Copy of Letter ❑ Change Order NOV 13 2001 COPIES DATE NO. DESCRIPTION ITY OF RENTnNi 1 CTI Cert. Payroll#1 —Week Ending 10/20/01 U I ILI I Y SYSTEMS 1 CTI Cert. Payroll#2—Week Ending 10/27/01 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: V011�1 Audra Mettler Contract Administrator --CITY RANSFER INC. Pay Period D=3.'.x 10/20/01 Certified Payroll Report Contract#: P.O. BOX 1850 Week Ending: 10/20/01 Job No: 01-19 Payroll No: 1 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 14 15 16 17 18 19 20 Total Rate Total Gross State Oth Ded Net Chk KNUDTSEN,JAY Ex:M-02 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.76 0.00 252.14 29508 235TH AVE SE 532-78-0315 S 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 26.70 26.70 135.30 28.35 0.00 BLACK DIAMOND,WA 98010 OPERATOR 1,108.05 0.00 0.00 855.91 Check#: 91590 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 s Job Totals: O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Page 2 s Statement of Compliance Date: OCTOBER 26,2001 Contract Number: I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 14 day of OCTOBER,2001 and ending the 20 day of OCTOBER, 2001,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH 0 FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of tabor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH O Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Page 1 CITY TRANSFER INC. Pay Period Date: 10/27/01 Certified Payroll Report Contract#: P.O. BOX 1850 Week Ending: 10/27/01 Job No: 01-19 Payroll No: 2 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 21 22 23 24 25 26 27 Total Rate Total Gross State Oth Ded Net Chk BAKER,JOHN P. Ex:S-04 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61.38 0.00 193.99 505 L ST SE 556-45-6022 S 0.00 8.00 8.00 8.00 5.00 0.00 0.00 29.00 27.67 802.43 82.55 46.11 0.00 AUBURN,WA 98002 LABORER 802.43 0.00 0.00 608.44 Check#: 91626 DONALDSON, MICHAEL J. Ex:S-02 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 95.56 0.00 418.20 9729 NE 122ND ST.#C 538-68-8160 S 0.00 0.00 0.00 0.00 5.00 0.00 0.00 5.00 27.67 138.35 233.28 31.52 0.00 KIRKLAND,WA 98034 OPERATOR 1,249.14 0.00 51.92 830.94 Check#: 91538 KNUDTSEN,JAY Ex: M-02 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 83.83 0.00 247.54 29508 235TH AVE SE 532-78-0315 S 0.00 5.50 0.00 0.00 0.00 0.00 0.00 5.50 28.11 154.61 131.99 28.02 0.00 BLACK DIAMOND,WA 98010 OPERATOR 1,095.79 0.00 0.00 848.25 Check#: 91658 WOHL, SHANE L. Ex: S-03 C M 0 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.50 43.67 0.00 89.89 0.00 323.19 5451 -STRAWBERRY CT SE 535-90-6386 S 0.00 8.00 8.00 8.00 8.00 0.00 0.00 32.00 29.11 953.36 198.19 29.59 0.00 LACEY,WA 98513 OPERATOR 1,174.96 0.00 0.00 851.77 Check#: 91687 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.50 S 0.00 21.50 16.00 16.00 18.00 0.00 0.00 71.50 Page 2 Statement of Compliance . Date: OCTOBER 26,2001 Contract Number: I,AUDRA METTL.ER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 21 day of OCTOBER,2001 and ending the 27 day of OCTOBER, 2001,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended(48 Stat.949.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Page 0 ft A C t 0� s City Transfer, Inc • P.O. Box 1850 93 Sumner,WA 98390 (206) 850-1775 Fax(206) 850-1797 Crrr 1-800-858-2436 TRANSFER INC rE s JQQ� LETTER OF TRANSMITTAL To: City of Renton Date: 11/13/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal M 14 HECEIVED WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: NOV 15 2001 ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification CITY OF RENTON UTILITY SYSTEMS ❑ Copy of Letter ❑ Change Order COPIES DATE No. DESCRIPTION 1 Field Report from Geo Engineers THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Aoe�l AA Audra Mettler Contract Administrator 425 861 6050 11 %12%01 MON 12:00 F.0 425 861 6050 GEO ENGINEERS 001 A��.. 8410- 154th Avenue NE Geo QW gneerS R Teipd, Washington - 000 Tele hone: (425) 861-60U0 Fax: (425)861-6050 FAX TRANSMITTAL Date: Z 4 a- ---- To: File: �- FAX Number. 3 C Attention: r Regarding: pages Date Description �� g` � �a�e1 Total Pages: Comments: Signed: DISCLAIMER This facsimile and any attachments are confidential and intended solely for the use of the individual or entnry to whom they are addressed. 11/12.01 MON 12:00 FAX 425 861 6050 GEO ENGINEERS 002 FIELD REPORT Fils No. GeoE gineers Inc. 8410 154th Avenue N.E. J7vf tC7 Project: Date: up, Redmond, WA 98052 ��� P �,kf 4Q . Report No. (425) 861-6000 Owner: _ -� G � Arrival Time: Page: Prepared by: Location: i of yso Weather: Depart. Time: Permit No. Purpose of Visit: vaAS cave Cis T �s v 114P e=5 r / r /J 1 z A/ �QD � ?3gTw� �T Ci- �---' ?� -�r�Cf1ES - �'- o T /L��� IA2r e Ail yj .47 - p with the Plans and specificatl This mporT presents oprnlons Icrmed 411777 Of our observation of ectldhee relating to geatachnical engineering,we rosy on the contractor t0 com iV IhroUgho Ut the duration of the prOloct Irrespect've of the presence of our teoreeentative.oVr work does nat include=uperYlbiOn or dlfeCtiOn Of I"dctual work of the Contractor.his eTDlOyee agents.Our firm wilt not be rvsponeible for job or site 5B1e4Y On this OrOlect. �r Attachments: Signed: Distribution: 11%12i01 MON 12:01 FAX 425 861 6050 GEU ENGINEERS LVJ003 ca 1 _ .... r If SUMMARY OF IN-P GE MOISTURE AND DENSITY TENS File No.2 Page---�°t —�- Protect: Dry Density %Compaction Ftev. Feet Soil Type Field °�* (PCF) Test Test Test General to Com- Moist. Io umb Date Method Location (feet} Grade Type actor OMC Field Max. Field Spec. 2- UI 05 01 0 0 JJH C�1 percent corgp"n Based ort: ® MAfleddPro�otio WSH 0 17 84-61.ASIM D-1557) Asnslty Test fdetbod 'Gyps a}Compaatcr Abbreviations N-Nuclear(A�Sf1d D-29¢2} fit-Rubber-fired Rdler oMo-opvmmum Moisture content SC-S$r4cone(WM D-16W v-vbmtory w RT-Retest of an area RB-Rubber Balloon(ASTM D I(M S-SheQpsW Roller St-£ltohq GD•Grid Ratter Sadt'Typs L•Loaded Scraper S.end a-sandy JJ-.lumping Jack G-Graved 9-Or tY By-Backh"mbmtoty Plate t fR ei-rUty VP-Vibrsmory Pie" 61• c C ft 6-aaty HT-Hand Tarnper a a= 11/12/01 MON 12:01 FA-X 425 861 6050 GEO ENGINEERS 005 - FIELD REPORTEiie No. GecEngineers Inc. a -�0 8410 154th Avenue N.E. � project: �I IEI o Redmond,WA 98052 / Report No. (425) 861-6000Owner: -� Location: Arrival Time- Page: Prepared by: q �'k, I of Weather: Depart. Time: Permit No Purpose of Visit: .� _ A) n >e t cruel / 9-44 fZ a 1 11 Rik oil 'I A ccr i 0 --7,771 - r with the plAne and 4peClflcdli Tnle report pre70143 opiniOn9 formed A8 a result of Dur obaervatbn of activ111e9 relating 10 geotechnlcai en Qlneerinq.We rely on the COnlraEfOr t oOTply thrOughOut Ime duration of the protect irreepeodve of the presence Of our npreeent4tive.our work doge not include sUpervlslon Or yvoc"on of the aetue!work Of the Contractor,his employee agents.Our Turn will not oe reapOneiUie for lob or s{te safety on fnie woiect. Attachments-. -'�� � �j Distribution: Signed' ('�E] 4& 1, SUMMARY OF IN-!PLACE MOISTURE AND DENSITY TESTS o File )UZ�Page_of Project: a Dry Density %Compaction e Field Test Test Test General Elev. Feet t Soil Type Moist. {�� umbe Date Method Location (feet) [,Grade Type actor % OM1C Field Max. Field Spec. o 2 (� 074 ' d g8 d00 0 uo 0 0 H fll PerestU Compactlon based on: 12 0 d Pw0w{AASHTO�80.6 MoctlPmootorAASHM T1 .ASTM o-155M De n Test Method Type of Compector AbbrWaUons D- sity (ASe D- ) R-Rubber-trod Roller OMo-optlmum Moisture Content So.Sand Cane(ASTM D-15W) V-Wbr+e ComPac4or ftT•Retest of an area RB-Rubber Balloon(ASTM D-3167) 8-Shoepetoot Roller SI-Grghtty GD-Grid ROW Soil Type L-LoWad Scraper S-Send a-sandy A-JurnptnS Jack Q•0MV9 4-gravels BV-BackWo Watory Plata Sl•Sift Si•sky HT -Vlbrataty Plate �t G-my C-dayey HT-Hand Tamper c' 11%12/01 )ION 12:02 FAX 425 861 6050 GEO ENGINEERS �0 FIELD REPORT File No. GeoEngineers Inc. 8410 154th Avenue N.E. � Project: RFedmond,WA 98052 r Report No. 0 (425) 861-6000 wner: a -� Lo at o� Arrival Time: Sage: Prepared by' �� pa (I 04 �� De art. Time' Permit No. r Purpose of Visit: Weather ( l'`� [a ry 29A.Ad c a4 7ff12. 7� der 0,1 t c �v A- mop AQ �- n IheI WAIL tha lens and ap@clft"l This moon presents apinions formed as a reaWt ❑} our aesencofof eur r@Droaenlatiw`OurWorkidoealnot In rude 5up@rvlslort orodue ton olCntrghe actuel opk of the convector, we rely hi,er"Plpyee ,,,gem . ul the duration of the protect irrasoe"ot jot)or of the p a�@nts.Our firm wiN nOt 7e r@spOnalbl@ 1pr IOb Or eltD 391@ty on thr8 Rrp}ect. Attachmentsf Signed_ Distribution: GE1 45. W _ W SUMMARY OF IN-PLACE MOISTURE AND DENSITY TESTS IP fJ �o Ill ' File No. Page _of W Project: CD Dry Density %compaction e Field * ( F) Test Test Test General Elev. Feet Soil Corn- Moist. PC umbe Date Method Location (feet) Grade TAB$ attar 96 OMC Field Max. Reid Spec, 2 m 0 G� O G] ITI C17 H ra Percent Compacctf�on Based on: � M�Red Proctor{MSFiT�}T18867�,ASTM D�-1�657'1 Com f Abbrevlatlone I?e NuclTat Method ed Roller QMC-Cpcmurn Wawa Corgent N-Nuclear "( D 2� V-Vibrauryr � RT-Retest of an area SO-Rubl tone oon(A TM D-3) 8-sheepow Roller V-811ghtty PIB•Rut bar Balloon(ASTM L)-81 Od-am Roller &H Type L-loaded SW&W 8•sad d-a6ndy JJ-Jumping Jack G-amet g-gravelly BV-Baddroo Vlbfobry Piste gl-W at•aYty VP- y PWO (� G-� O-clayey HT-Hand Tamper c� 11/12/01 iON 12:02 FAX 425 861 6050 GEO ENGINEERS C ppg File No. 9ELD REPORT GecEng'tneers Inc. Date: 8410 154th Avenue N.E. �y�.P iv/ project: !l /dry/ Redmond, WA 98052 Report No. (425) 861-6000 caner: Arrival Time: Page: J Location: 1 prepared by: w 9 /3' ( of - 4 Nt,� �, K� Weather: Depart. Time: Permit No. pur ose of Visit: �8�3STh4't�'�7��t1 / D G?T712 Mtn 3t c_ - �- y lJv`7 cX �tf - o A) with tt,e lens an(, spftckf!ca eetecf+nical engineering.We roly on the conVti<me to comojY p or.his emolays Thee (#Pori pfeiants winlons formad as a result of our obaervotlon of activ+ties relafinp to 9 t MlDUQhOVt the tlUreUon 01 the project irreSpecti"Of the presents of Our represantOtlVe,Du(Work Ooee not inClUtle�Upervisi0n or Olratibn Of the actual�O*Ot the contra a9Ant�.Our firm will not he rasp onblbie for JOb or site aaiatY On thitl pf0}eCf. Attachments:% Signed: Distribution'. GE71 4� SUMMARY OF IN-PLACE MOISTURE AND DENSITY TESTS to 7 1 File No. C7v� Page of project' Dry Density o�Compaction Test Test Test General Elev. Feet t evil Come Moist. �t Reld tpC� umbe Gate Method Location (feet} Grade Ty" actor OMC Field Max. Field Spec. 0 62 0 c 0 H 98) Percer►t Compaction Based on: 0 M StandardProctor roctor(AA SHTO T11 0-6+,ASTM D od W ASTM D--16M of compactor AbbraNatlons Density Nu w M D-M) �,bber.arod Roller oMo-optimum Moisture content so-Sand(tone(ASW o-1558) v-Vibratory Compactor Ff-Retest of an area RB-Rubber Balloon(ASTM"q S-shaepatoot Ffioller SI-sllgntiy QD-arld RoW Sall Type L-Loaded Scraper s-send s-sand JJ-Jumping Jaol( 0-of" 0-g{ly BV-Saw"Vibratory Plata 89-sit al-silty VP-vlwawty Flute C.Mary o-C*sy HT-KwWl Tampa r n 0 r Ot,�•R A C TO � �s City Transfer, Inc • P.O. Box 1850 53 Sumner,WA 98390 D (206) 850-1775 Fax(206) 850-1797 CITY 1-800-858-2436 TRANSFER, INC. Qv �CgTE SV� LETTER OF TRANSMITTAL To: City of Renton Date: 11/14/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 15 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: N0V 1 6 2001 ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification CITY OF RENTON UTILITY SYSTEMS ❑ Copy of Letter ❑ Change Order COPIES DATE No. DESCRIPTION 1 CTI Certified Payroll#3—Week Ending 11/3/01 1 CTI Certified Payroll#4—Week Ending 11/10/01 1 Baseline Eng. Certified Payroll#4—Week Ending 10/27/01 1 Baseline Eng. Certification of Payment of Prevailing Wage 10/21/01 to 10/27/01 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator CITY TRANSFER INC. Pay Period Date: 11/10/01 Certified Payroll Report Contract#: P.O.BOX 1850 Week Ending: 11/10/01 Job No: 01-19 Payroll No: 4 Job Name: MAPLEWOOD GOLF COURSE - SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot DeJ Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 04 05 06 07 08 09 10 Total Rate Total Gross State Oth Ded Net Chk BAKER,JOHN P. Ex:S-04 C M 0 0.00 0.00 0.00 0.00 1.50 1.00 8.00 10.50 41.51 0.00 109.68 0.00 445.97 505 L ST SE 556-45-6022 S 0.00 0.00 0.00 3.00 8.00 8.00 0.00 19.00 27.67 961.59 253.44 76.33 0.00 AUBURN,WA 98002 LABORER 1,433.74 0.00 0.00 987.77 Check#: 91969 CARVER, RUSSELL Ex:-02 C M O 0.00 0.00 0.00 0.00 0.00 0.00 8.00 8.00 42.92 0.00 128.15 0.00 576.49 1105 PIONEER ST 534-76-3305 S 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 343.36 399.34 41.65 0.00 ENUMCLAW,WA 98022 OPERATOR 1,675.20 0.00 0.00 1,098.71 Check#: 91972 DONALDSON, MICHAEL J. Ex:S-02 C M 0 0.00 0.00 0.50 0.00 1.50 1.00 8.00 11.00 41.51 0.00 119.58 0.00 543.25 9729 NE 122ND ST.#C 538-68-8160 S 0.00 0.00 8.00 • 1.50 8.00 8.00 0.00 25.50 27.67 1,162.21 325.72 39.02 0.00 KIRKLAND,WA 98034 OPERATOR 1,563.14 0.00 51.92 1,019.89 Check#: 91979 GARY,JUAN Ex:S-00 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 364 RENTON CENTER WAY S.W 401--8-0-54 S 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.24 0.00 0.00 7.95 0.00 RENTON,WA 98055 LABORER 0.00 0.00 -7.95 0.00 Check#: 91963 GARY,JUAN Ex:S-00 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.45 0.00 31.92. 364 RENTON CENTER WAY S.W 401--8-0-54 S 0.00 0.00 0.00 0.00 0.00 5.00 0.00 5.00 27.31 136.55 12.84 7.95 0.00 RENTON,WA 98055 LABORER 136.55 0.00 0.00 104.63 Check#: 91964 WOHL,SHANE L. Ex:S-03 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80.55 0.00 277.02 5451 -STRAWBERRY CT SE 535-90-6386 S 0.00 0.00 0.00 15.00 _A:00" 0.00 0.00 15.00 29.11 436.65 165.26 26.39 0.00 LACEY,WA 98513 OPERATOR 1,052.98 0.00 0.00 775.96 Check#: 92031 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 0.50 0.00 3.00 2.00 24.00 29.50 S 0.00 0.00 8.00 19.50 16.00 21.00 0.00 64.50 Page 2 Statement of Compliance Date: NOVEMBER 16,2001 Contract Number: I,AUDRA METTL.ER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 4 day of NOVEMBER,2001 and ending the 10 day of NOVEMBER,2001,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act,as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of tabor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPI.ANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Pa,� + "tTY TR_4NSFER INC. CERTIFIED PAYROLL REPORT PAGE 2 P. 0. BOX 1850 DATE: 11/07/01 SUMNER, WA 98390-0400 JOB NO: 01-19 TIME: 13:44:45 253 850-1775 JOB NAME: MAPLEWOOD GOLF COURSE CONTRACT#: Payroll No. 3 WEEK ENDING: 11/03/01 PAY PERIOD DATE: 11/03/01 ---=---------------- HOURS ------------------- OTH JOB PAY FICA LOCAL TOT DID EMPLOYEE # EXEMPT/SS # SUN MON TUE WED THU FRI SAT JOB GRS FED W/H UNION BENEFITS WORK CLASS 28 29 30 31 01 02 03 TOTAL RATE TOT GRS STATE OTH DED NET CHK BAKER, JOHN P. EX: S-04 C M 0 .00 1.00 .00 .00 .00 .00 .00 1.00 41.51 .00 70.74 .00 244.13 505 L ST SE 556-45-6022 S .00 8.00 .00 .00 .00 8.00 .00 16.00 27.67 484.23 115.54 53.28 .00 AUBURN, WA 98002 LABORER 924.60 4.57 .00 680.47 DOM - CHECK #: 91726 BASKA, GEORGE DOUGLAS EX: S-01 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 43.49 .00 333.76 35908 - 87TH AVE E. 535-62-8559 S .00 1.50 .00 .00 .00 .00 .00 1.50 27.10 40.65 53.25 .00 .00 EATONVILLE, WA 98328 TRUCK DRIVER 568.46 2.33 234.69 234.70 DOM - CHECK #: 91802 CARVER, RUSSELL EX: -02 C M 0 .00 1.00 .00 .00 .00 .00 .00 1.00 42.92 .00 96.60 .00 411.46 1105 PIONEER ST 534-76-3305 S .00 2.50 .00 .00 .00 .00 .00 2.50 28.61 114.45 276.97 31.90 .00 ENUMCLAW, WA 98022 OPERATOR 1262.81 5.99 .00 851.35 DOM - CHECK #: 91730 DARBY, DANIEL B EX: M-00 C M 0 .00 .75 .00 .00 .00 .00 .00 .75 40.65 .00 70.29 .00 276.06 34829 215TH AVE SE 532-50-4927 S .00 .75 .00 .00 .00 .00 .00 .75 27.10 50.82 172.53 29.08 .00 AUBURN, WA 98092 TRUCK DRIVER 918.77 4.16 .00 642.71 DOM - CHECK #: 91831 KNOX, MARK D EX: S-01 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 121.71 .00 505.25 8142 JOHNSON POINT RD NE 532-70-2808 S .00 1.75 .00 .00 .00 .00 .00 1.75 27.10 47.43 301.69 29.08 .00 OLYMPIA, WA 98516 TRUCK DRIVER 1590.94 6.77 46.00 1085.69 DOM - CHECK #: 91871 LAFLEUR, ROBERT L. EX: M-06 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 195.43 .00 526.42 570 BLANCHAT CT. 528-82-4751 S .00 .00 .00 .00 .00 7.00 .00 7.00 27.10 189.70 245.62 29.08 .00 ENUMCLAW, WA 98022 TRUCK DRIVER 2554.76 10.29 46.00 2028.34 DOM - CHECK #: 91876 MCCOMBS, WENDY L. EX: M-00 C F 0 .00 .75 .00 .00 .00 .00 .00 .75 40.65 .00 200.82 .00 852.20 13825 TWIN LAKES DR. E. 521-94-5634 S .00 .00 .00 .00 .00 .00 .00 .00 .00 30.49 567.97 29.08 .00 GRAHAM, WA 98338 TRUCK DRIVER 2624.96 8.33 46.00 1772.76 DOM - CHECK #: 91889 .CITY TRANSFER INC. CERTIFIED PAYROLL REPORT PAGE 3 P. 0. BOX 1850 DATE: 11/07/01 SUMNER, WA 98390-0400 JOB NO: 01-19 TIME: 13:44:45 253 850-1775 JOB NAME: MAPLEWOOD GOLF COURSE CONTRACT#: Payroll No. 3 WEEK ENDING: 11/03/01 PAY PERIOD DATE: 11/03/01 ---=---------------- HOURS ------------------- OTH JOB PAY FICA LOCAL TOT DID EMPLOYEE # EXEMPT/.SS # SUN MON TUE WED THU FRI SAT JOB GRS FED W/H UNION BENEFITS WORK CLASS 28 29 30 31 01 02 03 TOTAL RATE TOT GRS STATE OTH DID NET CHK RYDBERG, SHAWN A. EX: M-03 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 101.81 .00 248.81 406 WARWICK ST. 535-90-4014 S .00 .00 .00 .00 .00 6.75 .00 6.75 27.10 182.93 112.21 29.08 .00 ENUMCLAW, WA 98022 TRUCK DRIVER 1330.74 5.71 .00 1081.93 DOM - CHECK #: 91924 STEVENSON, RUSSELL B. EX: M-00 C M O .00 1.00 .00 .00 .00 .00 .00 1.00 40.65 .00 120.13 .00 399.31 16737 SE 311 532-72-9673 S .00 7.00 .00 .00 .00 .00 .00 7.00 27.10 230.35 198.33 29.08 .00 AUBURN, WA 98092 TRUCK DRIVER 1570.28 5.77 46.00 1170.97 DOM - CHECK #: 91937 THREADGILL, GARRETT E EX: M-03 C M 0 .00 .00 .00 .00 .00 1.00 .00 1.00 40.65 .00 217.16 .00 709.59 21326 SE 277TH PLACE 535-80-5683 S .00 .00 .00 .00 .00 .00 .00 .00 .00 40.65 408.59 29.08 .00 MAPLE VALLEY, WA 98038 TRUCK DRIVER 2838.74 8.76 46.00 2129.15 DOM - CHECK #: 91946 WOHL, SHANE L. EX: 5-03 C M 0 .00 1.00 .00 .00 .00 .50 .00 1.50 43.67 .00 97.19 .00 358.86 5451 - STRAWBERRY CT SE 535-90-6386 S .00 8.00 3.00 .00 .00 8.00 .00 19.00 29.11 618.60 223.96 31.86 .00 LACEY, WA 98513 OPERATOR 1270.39 5.85 .00 911.53 DOM - CHECK #: 91788 WOODHOUSE, EDDY L. EX: M-01 B M 0 .00 1.00 .00 .00 .00 .00 .00 1.00 40.65 .00 97.13 .00 342.49 15510 12TH AVE E 366-44-7985 S .00 7.00 .00 .00 .00 .00 .00 7.00 27.10 230.35 164.92 29.08 .00 TACOMA, WA 98445 TRUCK DRIVER 1269.56 5.36 46.00 927.07 DOM - CHECK #: 91958 ZACK, AARON K. EX: M-02 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 58.91 .00 157.98 1705 - 157TH ST. CT. E. 533-74-4523 S .00 1.00 .00 .00 .00 .00 .00 1.00 27.10 27.10 66.74 29.08 .00 TACOMA, WA 98445 TRUCK DRIVER 769.91 3.25 .00 611.93 DOM - CHECK #: 91961 ------------------------------------------------------------- D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 JOB TOTALS: 0 0.00 0.00 0.00 0.00 2287.75 6.50 0.00 1.50 8.00 S 0.00 3.00 0.00 0.00 19494.92 37.50 0.00 29.75 70.25 STATEMENT OF COMPLIANCE Date: NOVEMBER 9, 2001 Contract Number: I, AUDRA METTLER, CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC. on the MAPLEWOOD GOLF COURSE, that during the payroll period commencing on the 28 day of OCTOBER, 2001 and ending the 3 day of NOVEMBER, 2001, all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC. from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS (X) - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) - Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER, CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution, See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. a. US DEPARTMENT OF LABOR PAYROLL OMB No. 1215-0149 WAGE AND HOUR DIVISION (For Contractor's Optional Use; See Instruction, Form WH-347 Inst.) Name of Contractor or Subcontractor Address BASELINE Engineering, Inc. 1910 64th Ave. W.Tacoma,WA 98466 Payroll No. For Week Endinq Protect and Location Project or Contract No. 1 10/27/01 Maplewood Golf Course Regrade#01-109 o Day and Date N E r o x S M T W T F S Gross Amount Percent Withholding L&I Total Net Wages Paid for Name,Address,and Social Security a Work Total Rate of Pay FICA Number of Employees m Classification 2 2 2 2 2 2 2 Hours Earned Withheld Taxes Deductions Week 1 2 3 4 5 6 7 ° P s Hours Worked Each Day f t T Toe LaVoie s 6 6 13 $21.00 $273.00 $273.00 $20.88 18% $49.14 $0.96 $71.16 $201.84 26-58-9481 M Survey Crew 9025 168th Ave. SE - Chief 0 $31.50 $0.00 ent, WA 98042 0 arl Smithlin M s s s 13 $17.50 $227.50 $227.50 $17.40 0% $0.00 $0.80 $18.20 $209.30 16-92-6338 - Instrument 016 48th St. E. 1 Person o $0.00 $0.00 Tacoma WA 98404 1 s 0 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 $0.00 $0.00 o $0.00 $0.00 s 0 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 $0.00 $0.00 o $0.00 $0.00 s 0 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 $0.00 $0.00 o $0.00 $0.00 s 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 o $0.00 $0.00 s 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 o $0.00 $0.00 s 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 o $0.00 Date: November 6. 2001 (4) That: I, Terrell C. Ferguson, President, do hereby state: a. WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS (1) That I pay or supervise the payment of the persons employed by O In addition to the basic hourly wage rates paid to BASELINE Engineering, Inc. on the each laborer or mechanic listed in the above references payroll, payments of fringe benefits Maplewood Golf Course Re-grade BEI Project No. 01-109 as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4c That during the payroll period commencing on the 20'h below. day of October, 2001, and ending the 27'h b. WHERE FRINGE BENEFITS ARE PAID IN CASH day of October, 2001, all persons employed on said project have been paid the full weekly wages earned, that no rebates have been O Each laborer or mechanic listed in the above or will be made either directly or indirectly to or on behalf of said referenced payroll has been paid, as indicated BASELINE Engineering, Inc. from the full weekly wages earned by on the payroll, an amount not less than the sum any person and that no deductions have been made either directly of the applicable basic hourly wage rate plus the or indirectly from the full wages earned by any person, other than amount of the required fringe benefits as listed in permissible deductions as defined in Regulations, Part 3 (29 CFR the contract, except as noted in Section 4c Subtitle A), issued by the Secretary of Labor under the Copeland below. Act, as amended (48 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. c. EXCEPTIONS 357; 40 U.S.C. 276c), and described below: EXCEPTION CRAFT EXPLANATION (2) That any payrolls otherwise under this contract required to be REMARKS submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a NAME AND TITLE S ATURE State apprenticeship agency recognized by the Bureau of Terrell C. Ferguson, President Apprenticeship and Training, United States Department of Labor, THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY or if no such recognized agency exists in a State, are registered SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINA with the Bureau of Apprenticeship and Training, United States PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLP31 OF THE UNITED STATES CODE. Department of Labor. A c t09 s City Transfer, Inc • P.O. Box 1850 ia3 Sumner,WA 98390 n H (206) 850-1775 Fax(206) 850-1797 car 4 1-800-858-2436 TRANSFER INC. Qv �CgTE sVQ LETTER OF TRANSMITTAL To: City of Renton Date: 12/7/01 1 Job #: SWP-27-2899 Plan nin /Buildin /Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 17 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: RECE IVED V ❑ Shop Drawings ❑ Prints El Plans ❑ Samples ❑ Specification riC(♦ ED DEC 10 7001 ❑ Copy of Letter ❑ Change Order CITY OF RENTON COPIES DATE No. DESCRIPTION 1 CTI No Work Performed Statement 5—Week Ending 11/17/01 1 CTI Certified Payroll #6—Week Ending 11/24/01 1 CTI Certified Payroll #7—Week Ending 12/1/01 W. JS 1 Baseline—Approved Statement of Intent to Pay Prevailing Wage THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: , Signed: Audra Mettler Contract Administrator O�.1 A C TO'S' G � S 3 O CITY 4(1 TRANSFER INC.; 1% FC, QQv s v NO WORK PERFORMERD STATEMENT PAYROLL # 5 I hereby certify that no employee of this firm is scheduled to work on the construction of the locally funded project named as follows: Maplewood Golf Course during the period dating from 11/11/01 through 11/18/01. Sequentially numbered payrolls will be submitted for each week in which employees perform work on the jobsite. City Transfer, Inc. By: 4�" A2�& Audra Mettler Title: Contract Administrator Date: 12/7/01 CITY TRANSFER INC. Pay Period Date: 11/24/01 Certified Payroll Report Contract#: P.O.BOX 1850 Week Ending: 11/24/01 Job No: 01-19 Payroll No: 6 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 18 19 20 21 22 23 24 Total Rate Total Gross State Oth Ded Net Chk CARDENAS,JOSE Ex:S-03 H M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.64 0.00 177.01 12410 28TH AVE S APT#43 548-97-4326 S 0.00 0.00 0.00 4.00 0.00 0.00 0.00 4.00 23.92 95.68 69.32 46.12 0.00 SEATTLE,WA 98168 LABORER 753.48 0.00 0.00 576.47 Check#: 92303 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S 0.00 0.00 0.00 4.00 0.00 0.00 0.00 4.00 Page 2 Statement of Compliance Date: NOVEMBER 30,2001 Contract Number: I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 18 day of NOVEMBER,2001 and ending the 24 day of NOVEMBER,2001,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act,as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Page I CITY 1";j NSFERIN C. Pay Period Date...., 1L/0'I/01 Certified Payroll ReportContract#: O. BOX 1850 Week Ending: 12/01/01 Job No: 01-19 Payroll No: 7 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 25 26 27 28 29 30 01 Total Rate Total Gross State Oth Ded Net Chk BAKER,JOHN P. Ex:S-04 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 75.58 0.00 272.10 505 L ST SE 556-45-6022 S 0.00 1.50 0.00 0.00 0.00 0.00 0.00 1.50 27.67 41.51 132.64 58.85 0.00 AUBURN,WA 98002 LABORER 987.96 0.00 0.00 715.86 Check#: 92577 HARDY,JAMES A Ex: M-00 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.68 0.00 343.21 10825 50TH AVE E 532-84-9878 S 0.00 8.00 5.50 0.00 0.00 0.00 0.00 13.50 27.67 373.55 224.96 28.14 0.00 TACOMA,WA 98446 OPERATOR 1,106.81 0.00 0.00 763.60 Check#: 92603 JORGENSEN,CHUCK I. Ex:M-00 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 87.84 0.00 358.70 44200 SE 149th Place 520-11-5045 S 0.00 8.00 6.00 0.00 0.00 0.00 0.00 14.00 27.67 387.38 236.17 29.12 0.00 NORTH BEND,WA 98045 OPERATOR 1,148.32 0.00 0.00 789.62 Check#: 92611 MAHNKE,CHARLES F. Ex:S-01 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 95.85 0.00 593.18 2503 SOUTH MERIDIAN 520-60-8626 S 0.00 0.00 4.25 0.00 0.00 0.00 0.00 4.25 25.69 109.18 160.41 0.00 0.00 PUYALLUP,WA 98378 TRUCK DRIVER 1,252.87 0.00 333.00 659.69 Check#: 92492 MCCOMBS,WENDY L. Ex: M-00 C F 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 114.96 0.00 422.98 13825 TWIN LAKES DR.E. 521-94-5634 S 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.50 25.69 12.85 258.02 0.00 0.00 GRAHAM,WA 98338 TRUCK DRIVER 1,502.84 0.00 46.00 1,079.86 Check#: 92499 PATTEN, HAROLD R. Ex: M-00 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 114.04 0.00 419.60 PO BOX 1036 532-50-8956 S 0.00 0.00 4.00 0.00 0.00 0.00 0.00 4.00 25.69 102.76 254.76 0.00 0.00 SUMNER,WA 98390 TRUCK DRIVER 1,490.78 0.00 46.00 1,071.18 Check#: 92519 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S 0.00 17.50 20.25 0.00 0.00 0.00 0.00 37.75 Page 2 Statement of Compliance a Date: DECEMBER 7,2001 Contract Number: I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 25 day of NOVEMBER,2001 and ending the 1 day of DECEMBER,2001,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act,as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Pagc l O�Z R A C TC� � s s City Transfer, Inc • P.O. Box 1850 (�9 Sumner,WA 98390 D N (206) 850-1775 Fax (206) 850-1797 Grr 4u 1-800-858-2436 TRANSFER /NC Qv rE S%3 LETTER OF TRANSMITTAL To: City of Renton Date: 12/14/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 18 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: RECEIVED ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification DEC 18 2001 CITY OF RENTON ❑ Copy of Letter ❑ Change Order UTILITY SYSTEMS COPIES DATE NO. DESCRIPTION 1 CTI Certified Payroll#8—Week Ending 12/8/01 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US f REMARKS: CTI Job #01-19 Copies to: Signed: Audra Mettler Contract Administrator CITY TRANSFER INC. Pay Period Date: 12/08/01 Certified Payroll Report Contract#: P.O.BOX 1850 Week Ending: 12/08/01 Job No: 01-19 Payroll No: 8 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 02 03 04 05 06 07 08 Total Rate Total Gross State Oth Ded Net Chk HARDY,JAMES A Ex:M-00 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 87.84 0.00 358.71 10825 50TH AVE E 532-84-9878 S 0.00 0.00 0.00 0.00 0.00 8.00 0.00 8.00 27.67 221.36 236.17 29.12 0.00 TACOMA,WA 98446 OPERATOR 1,148.31 0.00 0.00 789.60 Check#: 92672 JORGENSEN,CHUCK I. Ex: M-00 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 88.59 0.00 362.43 44200 SE 149th Place 520-11-5045 S 0.00 0.00 0.00 0.00 0.00 8.00 0.00 8.00 27.67 221.36 238.79 29.40 0.00 NORTH BEND,WA 98045 OPERATOR 1,158.03 0.00 0.00 795.60 Check#: 92677 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S 0.00 0.00 0.00 0.00 0.00 16.00 0.00 16.00 Page 2 Statement of Compliance Date: DECEMBER 14,2001 Contract Number: I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 2 day of DECEMBER,2001 and ending the 8 day of DECEMBER,2001,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act,as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Page 1 RAC�04+ s City Transfer, Inc • P.O. Box 1850 53 Sumner,WA 98390 a H (206) 850-1775 Fax(206) 850-1797 #9SCE/�/, cirr m 1-800-858-2436 � TAAAISFER` INC v DEC �� �cq re s�e� any ?6 ?001 LETTER OF TRANSMITTAL-`r%I sy NTOM �Mg To: City of Renton Date: 12/20/01 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 19 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans El Samples El Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 1 CTI Certified Payroll #9—Week Ending 12/15/01 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator 10 .�.Y.TRANSFER INC. CERTIFIED PAYROLL REPORT PAGE 2 P. 0. BOX 1850 DATE: 12/20/01 SUMMER, WA 98390-0400 JOB NO: 01-19 TIME: 08:28:45 253 850-1775 JOB NAME: MAPLEWOOD GOLF COURSE CONTRACT#: Payroll No. 9 WEEK ENDING: 12/15/01 PAY PERIOD DATE: 12/15/01 -------------------- HOURS ------------------- OTH JOB PAY FICA LOCAL TOT DID EMPLOYEE # EXEMPT/SS # SUN MON TUE WED THU FRI SAT JOB GRS FED W/H UNION BENEFITS WORK CLASS 09 10 11 12 13 14 15 TOTAL RATE TOT GRS STATE OTH DED NET CHK BAKER, JOHN P. EX: S-04 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 87.50 .00 333.86 505 L ST SE 556-45-6022 S .00 .00 .00 .00 .00 1.50 .00 1.50 27.67 41.51 174.74 66.00 .00 AUBURN, WA 98002 LABORER 1143.89 5.62 .00 810.03 DOM - CHECK #: 92761 JORGENSEN, CHUCK I. EX: M-00 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 84.67 .00 343.19 44200 SE 149th Place 520-11-5045 S .00 .00 .00 .00 .00 1.50 .00 1.50 27.67 41.51 224.96 28.14 .00 NORTH BEND, WA 98045 OPERATOR 1106.81 5.42 .00 763.62 DOM - CHECK #: 92788 ------------------------------------------------------------- D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 JOB TOTALS: O 0.00 0.00 0.00 0.00 83.02 0.00 0.00 0.00 0.00 S 0.00 0.00 0.00 0.00 2250.70 0.00 0.00 3.00 3.00 STATEMENT OF COMPLIANCE Date: DECEMBER 21, 2001 Contract Number: I, AUDRA METTLER, CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC. on the MAPLEWOOD GOLF COURSE, that during the payroll period commencing on the 9 day of DECEMBER, 2001 and ending the 15 day of DECEMBER, 2001, all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC. from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS (X) - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) - Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER, CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. ! oRACT09 0 �, City Transfer, Inc RECEIVE® • , P.O. Box 1850 � Sumner,WA 98390 D N (206) 850-1775 Fax(206) 850-1797 CITY ' 1-800-858-2436 JAN — 7 2002 TRANSFER INC. �F Qv CITY OF RENTON C'q T E S V Q UTILITY SYSTEMS LETTER OF TRA NSM ITTA L To: City of Renton Date: 1/4/02 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 20 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 1 CTI Certified Payroll #10—Week Ending 12/22/01 CTI Certified Payroll #10.5—Week Ending 12/22/01 CTI Certified Payroll #11 —Week Ending 12/29/01 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: VAM& Audra Mettler Contract Administrator CITY TRANSFER INC. Pay Period Date: 12/22/01 Certified Payroll Report Contract#: r P.O.BOX 1850 Week Ending: 12/22/01 Job No: 01-19 Payroll No: 10 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 9 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 16 17 18 19 20 21 22 Total Rate Total Gross State Oth Ded Net Chk HARDY,JAMES A Ex: M-00 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.68 0.00 343.20 10825 50TH AVE E 532-84-9878 S 0.00 0.00 0.00 0.00 4.00 8.00 0.00 12.00 27.67 332.04 224.96 28.14 0.00 TACOMA,WA 98446 OPERATOR 1,106.80 0.00 0.00 763.60 Check#: 92990 JORGENSEN,CHUCK I. Ex: M-00 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 86.26 0.00 350.97 44200 SE 149th Place 520-11-5045 S 0.00 0.00 0.00 0.00 4.00 8.00 0.00 12.00 27.67 332.04 230.57 28.65 0.00 NORTH BEND,WA 98045 OPERATOR 1,127.56 0.00 0.00 776.59 Check#: 92997 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S 0.00 0.00 0.00 0.01) 8.00 16.00 0.00 24.00 Page 2 Statement of Compliance Date: JANUARY 4,2002 Contract Number: I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the.tpayment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 16 day of DECEMBER,2001 and ending the 22 day of DECEMBER,2001,all persons ertlployed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act,as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE T SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Page 1 CITY TRANSFER INC. Pay Period Date: 12/29/01 Certified Payroll Report Contract#:P.O.BOX 1850 Week Ending: 12/22/01 Job No: 01-19 Payroll No: 10-6 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 16 17 18 19 20 21 22 Total Rate Total Gross State Oth Ded Net Chk KROGMAN, MARK A. Ex:S-02 C M 0 0.00 0.00 0.00 0.00 1.25 0.00 0.00 1.25 38.54 0.00 121.34 0.00 377.02 6222-25TH ST NE 289-52-2397 S 0.00 0.00 0.00 0.00 3.50 0.00 0.00 3.50 25.69 138.10 202.47 0.00 0.00 TACOMA,WA 98422 TRUCK DRIVER 1,586.14 0.00 46.00 1,209.12 Check#: 93212 PATTEN,HAROLD R. Ex:M-00 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 88.02 0.00 286.02 PO BOX 1036 532-50-8956 S 0.00 0.00 3.00 0.00 0.00 0.00 0.00 3.00 25.69 77.07 147.17 0.00 0.00 SUMNER,WA 98390 TRUCK DRIVER 1,150.57 0.00 46.00 864.55 Check#: 93247 RYDBERG,SHAWN A. Ex: M-03 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 117.57 0.00 243.04 406 WARWICK ST. 535-90-4014 S 0.00 0.00 0.00 0.00 4.00 0.00 0.00 4.00 25.69 102.76 118.32 0.00 0.00 ENUMCLAW,WA 98022 TRUCK DRIVER 1,536.89 0.00 0.00 1,293.85 Check#: 93262 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 0.00 0.00 1.25 0.00 0.00 1.25 S 0.00 0.00 3.00 0.00 7.50 0.00 0.00 10.50 Page 2 Statement of Compliance Date: JANUARY 4,2002 Contract Number: I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the`0ayment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 16 day of DECEMBER,2001 and ending the 22 day of DECEMBER,2001,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act,as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR A/�- ,&, 7,r,::;j ra The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Pugs I CITY TRANSFER INC. Pay Period Date: 12/29/01 Certified Payroll Report Contract#: P.O. BOX 1850 Week Ending: 12/29/01 Job No: 01-19 Payroll No: 11 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 23 24 25 26 27 28 29 Total Rate Total Gross State Oth Ded Net Chk HARDY,JAMES A Ex: M-00 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.11 0.00 161.12 10825 50TH AVE E 532-84-9878 S 0.00 0.00 0.00 8.00 0.00 0.00 0.00 8.00 27.67 221.36 91.60 16.45 0.00 TACOMA,WA 98446 OPERATOR 642.00 0.00 0.00 480.88 Check#: 93059 JORGENSEN,CHUCK I. Ex:M-00 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.80 0.00 169.20 44200 SE 149th Place 520-11-5045 S 0.00 0.00 0.00 8.00 0.00 0.00 0.00 8.00 27.67 221.36 97.56 16.88 0.00 NORTH BEND,WA 98045 OPERATOR 664.08 0.00 0.00 494.88 Check#: 93064 WOHL,SHANE L. Ex:S-03 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56.78 0.00 151.55 5451 -STRAWBERRY CT SE 535-90-6386 S 0.00 0.00 0.00 4.00 0.00 0.00 0.00 4.00 29.11 116.44 72.07 18.59 0.00 LACEY,WA 98513 OPERATOR 742.31 0.00 0.00 590.76 Check#: 93081 U 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S 0.00 0.00 0.00 20.00 0.00 0.00 0.00 20.00 Page 2 Statement of Compliance Date: JAN UARY 4,2002 Contract Number: t I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 23 day of DECEMBER,2001 and ending the 29 day of DECEMBER,2001,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act,as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH O Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Page O��Ft C r0R o s City Transfer, Inc RECEIVE® • --ANNOW P.O. Box 1850 19 Sumner, WA 98390 n H (206) 850-1775 Fax (206) 850-1797 JAN 2 4 2002 Cry 1-800-858-2436 TRANSFER IN RENTON C. CITY UTILITTYY SYSTEMS GgTE SJQ Q LETTER OF TRANSMITTAL To: City of Renton Date: 1/22/02 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 20 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 1 CTI Certified Payroll #12—Week Ending 1/5/02 1 CTI Certified Payroll #13—Week Ending 1/12/02 1 Utilization Report—November 1 Utilization Report—. December THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator CITY TRANSFER INC. CERTIFIED PAYROLL REPORT PAGE 2 P. 0. BOX 1850 DATE: 01/16/02 SUMNER, WA 98390-0400 JOB NO: 01-19 TIME: 18:29:44 253 850-1775 JOB NAME: MAPLEWOOD GOLF COURSE CONTRACT#: Payroll No. 12 WEEK ENDING: 01/05/02 PAY PERIOD DATE: 01/12/02 -------------------- HOURS ----------- ------ OTH JOB PAY FICA LOCAL TOT DID EMPLOYEE # EXEMPT/SS # SUN MON TUE WED THU FRI SAT JOB GRS FED W/H UNION BENEFITS WORK CLASS 30 31 01 02 03 04 05 TOTAL RATE TOT GRS STATE OTH DED NET CHK BRISENDINE, ROBERT E. EX: S-00 C M 0 .00 .00 .00 .00 1.00 .00 .00 1.00 38.54 .00 182.57 .00 851.15 19411 SE 170TH STREET 537-60-0232 S .00 .00 .00 .00 2.50 .00 .00 2.50 25.69 102.77 480.90 .00 .00 RENTON, WA 98058 TRUCK DRIVER 2386.60 8.64 179.04 1535.45 DOM - CHECK #: 93497 ------------------------------------------------------------- D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 JOB TOTALS: 0 0.00 0.00 1.00 0.00 102.77 0.00 0.00 0.00 1.00 S 0.00 0.00 2.50 0.00 2386.60 0.00 0.00 0.00 2.50 STATEMENT OF COMPLIANCE Date: JANUARY 18, 2002 Contract Number: I, AUDRA METTLER, CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC. on the MAPLEWOOD GOLF COURSE, that during the payroll period commencing on the 30 day of DECEMBER, 2001 and ending the 5 day of JANUARY, 2002, all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC. from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,. United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS (X) - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) - Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER, CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. ^CITY TRANSFER INC. CERTIFIED PAYROLL REPORT PAGE 2 P. 0. BOX 1850 DATE: 01/16/02 SUMNER, WA 98390-0400 JOB NO: 01-19 TIME: 18:30:24 253 850-1775 JOB NAME: MAPLEWOOD GOLF COURSE CONTRACT#: Payroll No. 13 WEEK ENDING: 01/12/02 PAY PERIOD DATE: 01/12/02 -------------------- HOURS ------------------- OTH JOB PAY FICA LOCAL TOT DED EMPLOYEE # EXEMPT/SS # SUN MON TUE WED THU FRI SAT JOB GRS FED W/H UNION BENEFITS WORK CLASS 06 07 08 09 10 11 12 TOTAL RATE TOT GRS STATE OTH DED NET CHK ANDERSON, JOHN W. EX: M-00 C M 0 .00 .00 .00 1.25 .00 .00 .00 1.25 38.54 .00 185.16 .00 549.29 19019 - 46TH AVE SO. 534-60-4988 S .00 .00 .00 1.75 .00 .00 .00 1.75 25.69 93.14 355.34 .00 .00 SEATTLE, WA 98188 TRUCK DRIVER 2420.57 8.79 .00 1871.28 DOM - CHECK #: 93474 HARDY, JAMES A EX: M-00 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 84.67 .00 336.50 10825 SOTH AVE E 532-84-9878 S .00 .00 .00 8.00 4.00 .00 .00 12.00 27.67 332.04 217.10 28.14 .00 TACOMA, WA 98446 OPERATOR 1106.80 6.59 .00 770.30 DOM - CHECK #: 93427 JORGENSEN, CHUCK I. EX: M-00 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 84.67 .00 336.47 44200 SE 149th Place 520-11-5045 S .00 .00 .00 8.00 4.00 .00 .00 12.00 27.67 332.04 217.10 28.12 .00 NORTH BEND, WA 98045 OPERATOR 1106.80 6.58 .00 770.33 DOM - CHECK #: 93434 MCALLISTER, JEFFREY EX: S-02 C M 0 .00 .00 .00 .50 .00 .00 .00 .50 41.51 .00 86.26 .00 313.10 2205 6TH AVE APT #1-B 517-88-4546 S .00 .00 .00 8.00 .00 .00 .00 8.00 27.67 242.12 191.55 28.63 .00 MILTON, WA 98354 OPERATOR 1127.56 6.66 .00 614.46 DOM - CHECK #: 93443 ------------------------------------------------------------- D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 JOB TOTALS: 0 0.00 0.00 0.00 0.00 999.34 0.00 1.75 0.00 1.75 S 0.00 0.00 8.00 0.00 5761.73 0.00 25.75 0.00 33.75 STATEMENT OF COMPLIANCE Date: JANUARY 18, 2002 Contract Number: I, AUDRA METTLER, CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC. on the MAPLEWOOD GOLF COURSE, that during the payroll period commencing on the 6 day of JANUARY, 2002 and ending the 12 day of JANUARY, 2002, all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC. from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS (X) - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) - Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (Craft) I EXPLANATION I I I I I I I I I I I I I I I I I I � I I REMARKS I I I I I I I I NAME AND TITLE I SIGNATURE AUDRA METTLER, CONTRACT ADMINISTRATOR I I I I The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. I I DATE: 01/22/02 CITY TRANSFER INC. PAGE: 1 TIME: 08:40:02 MONTHLY EMPLOYMENT UTILIZATION REPORT 1. Covered Area (SMSA or EA) : 2. Employers I.D. No.: Name and Location of Contractor: CITY TRANSFER OF KENT FEDERAL 3. Current Goals 4. Reporting Period P. 0. BOX 1048 FUNDING Minority: From Period: 08 AGENCY: Female: To Period: 08 KENT, WA 98035 FROM PERIOD END DATE: 12/01/01 TO PERIOD END DATE: 12/31/01 JOB NUMBER: 01-19 MAPLEWOOD GOLF COURSE +-- -------WORK HOURS OF EMPLOYMENT---------------------------+ ----ALASKAN---- MINOR. FEMALE TOTAL # TOTAL # EEO CLASS/ -----TOTAL----- -----BLACK----- ----HISPANIC--- -----ASIAN----- --NATIVE AMER.- PERC. PERC. EMPLOYEES MINORITY WORK CLASS M F M F M F M F M F M F M F ------------------ ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------ ------ ---- ---- ---- ---- TRUCK DRIVER JOURNEYMAN 45.9 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 1.1% 9 1 1 0 TRAINEE 8.5 0.0 0.0 0.0 0.0 0.0 8.5 0.0 0.0 0.0 100.0% 0.0% 1 0 1 0 ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------ ------ ---- ---- ---- ---- SUBTOTAL: 54.4 0.5 0.0 0.0 0.0 0.0 8.5 0.0 0.0 0.0 15.5% 0.9% 10 1 2 0 LABORER JOURNEYMAN 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 1 0 0 0 SUBTOTAL: 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 1 0 0 0 OPERATING ENGINEER JOURNEYMAN 89.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 3 0 0 0 ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------ ------ ---- ---- ---- ---- SUBTOTAL: 89.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 3 0 0 0 JOURNEY WKR TOTAL: 137.9 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.4% 13 1 1 0 APPRENTICE TOTAL: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 0 0 0 0 TRAINEE TOTAL: 8.5 0.0 0.0 0.0 0.0 0.0 8.5 0.0 0.0 0.0 100.0% 0.0% 1 0 1 0 NO WORK CL TOTAL: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 0 0 0 0 JOB TOTAL: 146.4 0.5 0.0 0.0 0.0 0.0 8.5 0.0 0.0 0.0 5.8% 0.3% 14 1 2 0 Contract Administrator -Z% L 253 850-1775 Signature Date Signed DATE: 01/22/02 CITY TRANSFER INC. PAGE: 1 TIME: 08:38:36 MONTHLY EMPLOYMENT UTILIZATION REPORT 1. Covered Area (SMSA or EA) : 2. Employers I.D. No.: Name and Location of Contractor: CITY TRANSFER OF KENT FEDERAL 3. Current Goals 4. Reporting Period P. 0. BOX 1048 FUNDING Minority: From Period: 08 AGENCY: Female: To Period: 08 KENT, WA 98035 FROM PERIOD END DATE: 11/01/01 TO PERIOD END DATE: 11/30/01 JOB NUMBER: 01-19 MAPLEWOOD GOLF COURSE +--------------------------WORK HOURS OF EMPLOYMENT------------------ + ----ALASKAN---- MINOR. FEMALE TOTAL # TOTAL # EEO CLASS/ -----TOTAL----- -----BLACK----- ----HISPANIC--- -----ASIAN----- --NATIVE AMER.- PERC. PERC. EMPLOYEES MINORITY WORK CLASS M F M F M F M F M F M F M F TRUCK DRIVER JOURNEYMAN 310.2 3.3 26.3 0.0 29.8 0.0 0.0 0.0 0.0 0.0 17.9% 1.1% 23 1 2 0 TRAINEE 4.8 0.0 0.0 0.0 0.0 0.0 4.8 0.0 0.0 0.0 100.0% 0.0% 1 0 1 0 ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------ ------ ---- ---- ---- ---- SUBTOTAL: 315.0 3.3 26.3 0.0 29.8 0.0 4.8 0.0 0.0 0.0 19.1% 1.0% 24 1 3 0 LABORER JOURNEYMAN 55.5 0.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 7.2% 0.0% 3 0 2 0 ------- ------- ---- --- ------- ------ ------- ------- ------- ------- ------ ------ ----- ---- ---- ---- ---- SUBTOTAL: 55.5 0.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 7.216 0.0% 3 0 2 0 OPERATING ENGINEER JOURNEYMAN 83.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 3 0 0 0 SUBTOTAL: 83.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 3 0 0 0 JOURNEY WKR TOTAL: 449.2 3.3 26.3 0.0 33.8 0.0 0.0 0.0 0.0 0.0 13.3% 0.7% 29 1 4 0 APPRENTICE TOTAL: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 0 0 0 0 TRAINEE TOTAL: 4.8 0.0 0.0 0.0 0.0 0.0 4.8 0.0 0.0 0.0 100.0% 0.0% 1 0 1 0 NO WORK CL TOTAL: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.096 0.0% 0 0 0 0 JOB TOTAL: 454.0 3.3 26.3 0.0 33.8 0.0 4.8 0.0 0.0 0.0 14.2% 0.7% 30 1 5 0 Contract Administrator 253 850-1775 Signature Date Signed 1 � RACtO �s City Transfer, Inc • P.O. Box 1850 i�g Sumner,WA 98390 p w (206) 850-1775 Fax(206) 850-1797 clrr 4 1-800-858-2436 TRANSFER INC. Qv �CgrE SVQ LETTER OF TRA NSM ITTA L To: City of Renton Date: 1/29/02 1 Job #: SW P-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 22 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: RECEIVED ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification JAN 3 12002 ❑ Copy of Letter ❑ Change Order CITY OF RENTON I1TIL COPIES DATE NO. DESCRIPTION 1 CTI Certified Payroll#14—Week Ending 1/19/02 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: ' Audra Mettler Contract Administrator CITY TRANSFER INC. Pay Period Date: 01/19/02 Certified Payroll Report Contract#: P.O. BOX 1850 Week Ending: 01/19/02 Job No: 01-19 SUMNER,WA 98390-0400 Payroll No: 14 Job Name: MAPLEWOOD GOLF COURSE 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 13 14 15 16 17 18 19 Total Rate Total Gross State Oth Ded Net Chk BAKER,JOHN P. Ex:S-04 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 83.83 0.00 307.83 505 L ST SE 556-45-6022 S 0.00 0.00 8.00 8.00 0.00 0.00 0.00 16.00 27.67 442.72 151.81 65.60 0.00 AUBURN,WA 98002 LABORER 1,095.76 0.00 0.00 787.93 Check#: 93665 CARDENAS,JOSE Ex:S-03 H M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73.19 0.00 232.80 12410 28TH AVE S APT#43 548-97-4326 S 0.00 0.00 8.00 0.00 0.00 0.00 0.00 8.00 23.92 191.36 87.41 65.60 0.00 SEATTLE,WA 98168 LABORER 956.80 0.00 0.00 724.00 Check#: 93668 DRAWSON, MAYNARD C. Ex:S-02 H M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.47 0.00 48.04 802-45TH ST 532-82-3869 S 0.00 0.00 6.50 7.00 0.00 0.00 0.00 13.50 16.92 228.42 6.21 22.14 0.00 AUBURN,WA 98002 LABORER 228.42 0.00 0.00 180.38 Check#: 93644 DRAWSON, MAYNARD C. Ex:S-02 H M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.24 0.00 7.75 802-45TH ST 532-82-3869 S 0.00 0.00 1.50 1.00 0.00 0.00 0.00 2.50 16.92 42.30 0.00 4.10 0.00 AUBURN,WA 98002 LABORER 42.30 0.00 0.00 34.55 Check#: 93655 HARDY,JAMES A Ex: M-00 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 83.99 0.00 333.56 10825 50TH AVE E 532-84-9878 S 0.00 0.00 5.00 0.00 0.00 0.00 0.00 5.00 27.67 138.35 214.70 28.13 0.00 TACOMA,WA 98446 OPERATOR 1,097.94 0.00 0.00 764.38 Check#: 93687 HARMON,KENNETH D. Ex:S-04 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.47 0.00 41.83 36313-24TH PL.SOUTH 536-90-5246 S 0.00 0.00 6.50 7.00 0.00 0.00 0.00 13.50 16.92 228.42 0.00 22.14 0.00 FEDERAL WAY,WA 98003 LABORER 228.42 0.00 0.00 186.59 Check#: 93645 HARMON, KENNETH D. Ex:S-04 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.24 0.00 7.75 36313-24TH PL.SOUTH 536-90-5246 S 0.00 0.00 1.50 1.00 0.00 0.00 0.00 2.50 16.92 42.30 0.00 4.10 0.00 FEDERAL WAY,WA 98003 LABORER 42.30 0.00 0.00 34.55 Check#: 93656 HEAVENS, GEORGE Ex:S-09 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.47 0.00 136.35 7227 SOUTH 135TH ST. 539-52-1358 S 0.00 0.00 6.50 7.00 0.00 0.00 0.00 13.50 16.92 228.42 0.00 22.14 0.00 SEATTLE,WA 98178 LABORER 228.42 0.00 94.52 92.07 Check#: 93646 HEAVENS, GEORGE Ex:S-09 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.24 0.00 25.25 7227 SOUTH 135TH ST. 539-52-1358 S 0.00 0.00 1.50 1.00 0.00 0.00 0.00 2.50 16.92 42.30 0.00 4.10 0.00 SEATTLE,WA 98178 LABORER 42.30 0.00 17.50 17.05 Check#: 93657 HIGGS,RON B. Ex:S-00 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.47 0.00 62.78 P.O. BOX 537 531-62-4044 S 0.00 0.00 6.50 7.00 0.00 0.00 0.00 13.50 16.92 228.42 20.95 22.14 0.00 CAMAS,WA 98607 LABORER 228.42 0.00 0.00 165.64 Check#: 93647 HIGGS, RON B. Ex:S-00 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.24 0.00 7.75 P.O. BOX 537 531-62-4044 S 0.00 0.00 1.50 1.00 0.00 0.00 0.00 2.50 16.92 42.30 0.00 4.10 0.00 CAMAS,WA 98607 LABORER 42.30 0.00 0.00 34.55 Check#: 93658 JORGENSEN,CHUCK I. Ex:M-00 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.67 0.00 336.53 44200 SE 149th Place 520-11-5045 S 0.00 0.00 8.00 8.00 0.00 0.00 0.00 16.00 27.67 442.72 217.10 28.16 0.00 NORTH BEND,WA 98045 OPERATOR 1,106.81 0.00 0.00 770.28 Check#: 93692 Page 2 CITY TRANSFER INC. Pay Period Date: 01/19/02 Certified Payroll Report Contract#: P.O.BOX 1850 Week Ending: 01/19/02 Job No: 01-19 Payroll No: 14 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 13 14 15 16 17 18 19 Total Rate Total Gross State Oth Ded Net Chk KNUDTSEN,JAY Ex: M-02 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 81.12 0.00 224.02 29508 235TH AVE SE 532-78-0315 S 0.00 0.00 0.00 3.50 0.00 0.00 0.00 3.50 28.11 98.39 111.60 27.09 0.00 BLACK DIAMOND,WA 98010 OPERATOR 1,060.35 0.00 0.00 836.33 Check#: 93695 MENGE, RICHARD L. Ex:M-01 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.47 0.00 46.50 924-10TH AVE SE. 533-40-7513 S 0.00 0.00 6.50 7.00 0.00 0.00 0.00 13.50 16.92 228.42 4.67 22.14 0.00 PUYALLUP,WA 98372 LABORER 228.42 0.00 0.00 181.92 Check#: 93648 MENGE, RICHARD L. Ex:M-01 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.24 0.00 7.75 924-10TH AVE SE. 533-40-7513 S 0.00 0.00 1.50 1.00 0.00 0.00 0.00 2.50 16.92 42.30 0.00 4.10 0.00 PUYALLUP,WA 98372 LABORER 42.30 0.00 0.00 34.55 Check#: 93659 MOORE,ANTHONY C. Ex:S-01 B M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.47 0.00 54.12 33802-186TH AVE.SE. 538-62-6290 S 0.00 0.00 6.50 7.00 0.00 0.00 0.00 13.50 16.92 228.42 12.29 22.14 0.00 AUBURN,WA 98092 LABORER 228.42 0.00 0.00 174.30 Check#: 93649 MOORE,ANTHONY C. Ex:S-01 B M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.24 0.00 7.75 33802-186TH AVE.SE. 538-62-6290 S 0.00 0.00 1.50 1.00 0.00 0.00 0.00 2.50 16.92 42.30 0.00 4.10 0.00 AUBURN,WA 98092 LABORER 42.30 0.00 0.00 34.55 Check#: 93660 MYERS,TERRY M. Ex:S-09 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.47 0.00 41.83 1917 LOMBAND 533-62-3383 S 0.00 0.00 6.50 7.00 0.00 0.00 0.00 13.50 16.92 228.42 0.00 22.14 0.00 EVERETT,WA 98201 LABORER 228.42 0.00 0.00 186.59 Check#: 93650 MYERS,TERRY M. Ex:S-09 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.24 0.00 7.75 1917 LOMBAND 533-62-3383 S 0.00 0.00 1.50 1.00 0.00 0.00 0.00 2.50 16.92 42.30 0.00 4.10 0.00 EVERETT,WA 98201 LABORER 42.30 0.00 0.00 34.55 Check#: 93661 SONNENBERG,THOMAS A Ex:S-01 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.47 0.00 54.12 8857 DELRIDGE WAY SW#13 352-42-9633 S 0.00 0.00 6.50 7.00 0.00 0.00 0.00 13.50 16.92 228.42 12.29 22.14 0.00 SEATTLE,WA 98106 LABORER-FLAGGER 228.42 0.00 0.00 174.30 Check#: 93651 SONNENBERG,THOMAS A Ex:S-01 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.24 0.00 7.75 8857 DELRIDGE WAY SW#13 352-42-9633 S 0.00 0.00 1.50 1.00 0.00 0.00 0.00 2.50 16.92 42.30 0.00 4.10 0.00 SEATTLE,WA 98106 LABORER-FLAGGER 42.30 0.00 0.00 34.55 Check#: 93662 U 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S 0.00 0.00 93.00 83.50 0.00 0.00 0.00 176.50 Page 3 Statement of Compliance , Date: JANUARY 18,2002 Contract Number: I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 13 day of JANUARY,2002 and ending the 19 day of JANUARY, 2002,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE s AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Pape l � z RAor°9 s City Transfer, Inc RECEIVED • P.O. Box 1850 e9 Sumner,WA 98390 n N (206) 850-1775 Fax(206) 850-1797 FEB — 5 2002 arr c 1-800-858-2436 CITY OF TRANSFER INC. UT/LITY SAYS NMDN Cq rE SUQ LETTER OF TRANSMITTAL To: City of Renton Date: 2/4/02 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 23 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 1 CTI Certified Payroll #14.5—Week Ending 1/19/02 1 CTI Certified Payroll #15—Week Ending 1/26/02 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator r CITY TRANSFER INC. CERTIFIED PAYROLL REPORT PAGE 2 P. 0. BOX 1850 DATE: 01/30/02 SUMNER, WA 98390-0400 JOB NO: 01-19 TIME: 15:36:14 253 850-1775 JOB NAME: MAPLEWOOD GOLF COURSE CONTRACT#: Payroll No.�l�,,j WEEK ENDING: 01/19/02 PAY PERIOD DATE: 01/26/02 -------------------- HOURS ------------------- OTH JOB PAY FICA LOCAL TOT DED EMPLOYEE # EXEMPT/SS # SUN MON TUE WED THU FRI SAT JOB GRS FED W/H UNION BENEFITS WORK CLASS 13 14 15 16 17 18 19 TOTAL RATE TOT GRS STATE OTH DED NET CHK THREADGILL, GARRETT E EX: M-03 C M 0 .00 .00 .00 .50 .00 .00 .00 .50 38.54 .00 171.07 .00 449.39 21326 SE 277TH PLACE 535-80-5683 S .00 .00 .00 .00 .00 .00 .00 .00 .00 19.27 223.20 .00 .00 MAPLE VALLEY, WA 98038 Truck Driver 2236.08 9.12 46.00 1786.69 DOM - CHECK #: 95939 ------------------------------------------------------------- D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 JOB TOTALS: 0 0.00 0.00 0.00 0.00 19.27 0.00 0.50 0.00 0.50 S 0.00 0.00 0.00 0.00 2236.08 0.00 0.00 0.00 0.00 STATEMENT OF COMPLIANCE ` Date: FEBRUARY 1, 2002 Contract Number: I, AUDRA METTLER, CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC. on the MAPLEWOOD GOLF COURSE, that during the payroll period commencing on the 13 day of JANUARY, 2002 and ending the 19 day of JANUARY, 2002, all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC. from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS (X) - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) - Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER, CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. + CERTIFIED PAYROLL REPORT PAGE 2 CITY TRANSFER INC. • DATE: 01/30/02 P. O. BOX 1850 JOB NO: 01-19 TIME: 15:36:50 SUMNER, WA 98390-0400 JOB NAME: MAPLEWOOD GOLF COURSE CONTRACT#: 253 850-1775 PAY PERIOD DATE: 01/26/02 Payroll No. 15 WEEK ENDING: 01/26/02 -------------------- HOURS ------------------- OTH JOB PAY FICA LOCAL TOT DID EMPLOYEE # EXEMPT/SS # SUN MON TUE WED THU FRI SAT JOB GRS FED W/H UNION BENEFITS WORK CLASS 20 21 22 23 24 25 26 TOTAL RATE TOT GRS STATE OTH DED NET CHK BAR Jp P. EX: 5-04 C M O .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 82.13 .00 300.17 505 L ST SE 556-45-6022 S .00 .00 .00 2.50 .00 .00 .00 2.50 27.67 69.18 145.85 65.60 .00 1073.69 6.59 .00 773.52 AUBURN, WA 98002 LABORER CHECK #: 95754 DOM - MCALLISTER, JEFFREY EX: 5-02 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 76.20 .00 263.50 2205 6TH AVE APT #1-B 517-88-4546 S .00 .00 .00 2.50 .00 .00 .00 2.50 27.67 69.18 156.06 25.31 .00 996.13 5.93 .00 732.63 MILTON, WA 98354 OPERATOR CHECK #: 95790 DOM - ------------------------------------------------------------ D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 JOB TOTALS: 0 0.00 0.00 0.00 0.00 138.36 0.00 0.00 0.00 0.00 S 0.00 0.00 0.00 0.00 2069.82 0.00 5.00 0.00 5.00 i STATEMENT OF COMPLIANCE Date: FEBRUARY 1, 2002 Contract Number: I, AUDRA METTLER, CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC. on the MAPLEWOOD GOLF COURSE, that during the payroll period commencing on the 20 day of JANUARY, 2002 and ending the 26 day of JANUARY, 2002, all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC. from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS (X) - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) - Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (Craft) EXPLANATION REMARKS a NAME AND TITLE SIGNATURE AUDRA METTLER, CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. � RAC?. 00 City Transfer, Inc • P.O. Box 1850 i�9 Sumner,WA 98390 D H (206) 850-1775 Fax(206) 850-1797 arr - ' 1-800-858-2436 TRANSFER ,,INC. �Cg rE QQv SV LETTER OF TRANSMITTAL To: City of Renton Date: 2/11/02 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 24 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE No. DESCRIPTION RUCTIVED 1 CTI No Work Statement#16—Week Ending 2/2/02 1 CTI Monthly Utilization Report—January !TV 2,YSTUAR THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints U For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator Vk oacr0� � s a CITY TRANSFER, >INC. � F� v �q TE S�QQ NO WORK PERFORMERD STATEMENT PAYROLL # 16 I hereby certify that no employee of this firm is scheduled to work on the construction of the locally funded project named as follows: Maplewood Golf Course Re-grade during the period dating from 1/27/02 through 2/2/02. Sequentially numbered payrolls will be submitted for each week in which employees perform work on the jobsite. City Transfer, Inc. By: Audra Mettler Title: Contract Administrator Date: 2/11/02 DATE: 02/11/02 CITY TRANSFER INC. PAGE: 1 TIME: 09:56:55 MONTHLY EMPLOYMENT UTILIZATION REPORT 1. Covered Area (SMSA or EA): 2. Employers I.D. No.: Name and Location of Contractor: CITY TRANSFER OF KENT FEDERAL 3. Current Goals 4. Reporting Period P. 0. BOX 1048 FUNDING Minority: From Period: 08 AGENCY: Female: To Period: 08 KENT, WA 98035 FROM PERIOD END DATE: 01/01/02 TO PERIOD END DATE: 01/31/02 JOB NUMBER: 01-19 MAPLEWOOD GOLF COURSE +--------------------------WORK HOURS OF EMPLOYMENT---------------------------+ ----ALASKAN---- MINOR. FEMALE TOTAL # TOTAL # EEO CLASS/ -----TOTAL----- -----BLACK----- ----HISPANIC--- -----ASIAN----- --NATIVE AMER.- PERC. PERC. EMPLOYEES MINORITY WORK CLASS M F M F M F M F M F M F M F ------------------ ------ ------- ------ ------- ------- ------- ------- ------- ------- ------- ------ ----- ---- --- --- ---- TRUCK DRIVER JOURNEYMAN 19.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0t 5 0 0 0 TRAINEE 3.0 0.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 0.0 100.0t 0.0% 1 0 1 0 ------- ------- ------- ------- ------- ------- ------ ------- ------- ------- ------ ------ ---- ---- ---- ---- SUBTOTAL: 22.8 0.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 0.0 13.2% 0.0% 6 0 1 0 FLAGGER JOURNEYMAN 16.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 1 0 0 0 SUBTOTAL: 16.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 1 0 0 0 LABORER JOURNEYMAN 138.5 0.0 16.0 0.0 8.0 0.0 0.0 0.0 0.0 0.0 17.3% 0.0% 9 0 5 0 ------- ------- ------- ------- ------- ------- ------- ------- ------- ------ ------ ------ ---- ---- ---- ---- SUBTOTAL: 138.5 0.0 16.0 0.0 8.0 0.0 0.0 0.0 0.0 0.0 17.3% 0.0% 9 0 5 0 OPERATING ENGINEER JOURNEYMAN 59.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.0% 4 0 0 0 ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------ ------ ---- ---- ---- ---- SUBTOTAL: 59.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0$ 0.09, 4 0 0 0 JOURNEY WKR TOTAL: 233.8 0.0 16.0 0.0 8.0 0.0 0.0 0.0 0.0 0.0 10.3% 0.0% 19 0 5 0 APPRENTICE TOTAL: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 0.096 0 0 0 0 TRAINEE TOTAL: 3.0 0.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 0.0 100.0% 0.0& 1 0 1 0 NO WORK CL TOTAL: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%; 0.0%; 0 0 0 0 JOB TOTAL: 236.8 0.0 16.0 0.0 8.0 0.0 3.0 0.0 0.0 0.0 11.4t 0.0% 20 0 6 0 AContract Administrator z/ ;& 253 850-1775 v /O Signature Date Signed .► ORACTO� s City Transfer, Inc RECEIV • P.O. Box 1850 � Sumner,WA 98390 E® D H (206) 850-1775 Fax(206) 850-1797 Cry 1-800-858-2436 FER 2 5 2002 ,TRANSFER INC. Fc QQv CITY,Or- RENTON q r E S V ._,, ,,STEMS LETTER OF TRANSMITTAL To: City of Renton Date: 2/22/02 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 25 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 1 CTI No Work Statement#17—Week Ending 2/9/02 1 CTI Certified Payroll Report#18—Week Ending 2/16/02 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator _jRA Cy. 0 CITY" cc TRANSFER „v'INC v ��q r E S�QQ NO WORK PERFORMERD STATEMENT PAYROLL # 17 I hereby certify that no employee of this firm is scheduled to work on the construction of the locally funded project named as follows: Maplewood Golf Course Re-grade during the period dating from 2/3/02 through 2/9/02. Sequentially numbered payrolls will be submitted for each week in which employees perform work on the jobsite. City Transfer, Inc. By: _ Audra Mettler Title: Contract Administrator Date: 2/22/02 CITY TRANSFER INC. Pay Period Date: 02/16/02 Certified Payroll Report Contract#: P.O. B+si:1850 Week Ending: 02/16/02 Job No: 01-19 Payroll No: 18 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 10 11 12 13 14 15 16 Total Rate Total Gross State Oth Ded Net Chk BAKER,JOHN P. Ex:S-04 C M O 0.00 0.00 1.50 0.50 0.00 0.00 0.00 2.00 41.51 0.00 94.71 0.00 363.40 505 L ST SE 556-45-6022 S 0.00 0.00 8.00 8.00 8.00 8.00 0.00 32.00 27.67 968.47 190.20 71.34 0.00 AUBURN,WA 98002 LABORER 1,237.95 0.00 0.00 874.55 Check#: 96227 BURTON, DWIGHT D. Ex: M-08 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.35 0.00 11.67 5122 BRISTONWOOD DR#122 430-41-2079 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 0.00 0.00 0.00 UNIVERSITY PLACE,WA 98467 LABORER 135.36 0.00 0.00 123.69 Check#: 96218 BURTON, DWIGHT D. Ex: M-08 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.36 0.00 11.68 5122 BRISTONWOOD DR#122 430-41-2079 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 0.00 0.00 0.00 UNIVERSITY PLACE,WA 98467 LABORER 135.36 0.00 0.00 123.68 Check#: 96229 CARDENAS,JOSE Ex:S-03 H M O 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.50 35.81 0.00 52.53 0.00 150.85 12410 28TH AVE S APT#43 548-97-4326 S 0.00 0.00 4.00 8.00 8.00 0.00 0.00 20.00 23.87 495.31 46.89 46.74 0.00 SEATTLE,WA 98168 LABORER 686.67 0.00 0.00 535.82 Check#: 96231 DONALDSON, MICHAEL J. Ex: S-02 C M O 0.00 0.00 0.00 0.50 0.50 0.00 0.00 1.00 41.51 0.00 88.51 0.00 376.15 9729 NE 122ND ST.#C 538-68-8160 S 0.00 0.00 8.00 8.00 8.00 8.00 0.00 32.00 27.67 926.96 199.50 29.39 0.00 KIRKLAND,WA 98034 OPERATOR 1,157.00 0.00 51.92 780.85 Check#: 96237 GARLIN, EARL M. Ex: S-00 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.35 0.00 20.11 9409-30TH AVE S.W. 408-92-6204 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 8.44 0.00 0.00 SEATTLE,WA 98123 LABORER 135.36 0.00 0.00 115.25 Check#: 96219 GARLIN, EARL M. Ex:S-00 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.36 0.00 20.12 9409-30TH AVE S.W. 408-92-6204 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 8.44 0.00 0.00 SEATTLE,WA 98123 LABORER 135.36 0.00 0.00 115.24 Check#: 96244 HIGGINS, LESLIE Ex: M-04 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.35 0.00 11.67 11100-176TH ST.C-205 172-56-1701 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 0.00 0.00 0.00 RENTON,WA 98055 135.36 0.00 0.00 123.69 Check#: 96220 HIGGINS, LESLIE Ex: M-04 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.36 0.00 11.68 11100-176TH ST.C-205 172-56-1701 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 0.00 0.00 0.00 RENTON,WA 98055 135.36 0.00 0.00 123.68 Check#: 96250 MARTINEZ, DEADITHIENIAH A. Ex:S-01 H F 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.35 0.00 14.34 21039-109TH PL.SE#403 533-86-8719 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 2.67 0.00 0.00 KENT,WA 98031 LABORER 135.36 0.00 0.00 121.02 Check#: 96221 MARTINEZ, DEADITHIENIAH A. Ex:S-01 H F O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.36 0.00 14.35 21039-109TH PL.SE#403 533-86-8719 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 2.67 0.00 0.00 KENT,WA 98031 LABORER 135.36 0.00 0.00 121.01 Check#: 96260 MCALLISTER,STANLEY V. Ex: M-00 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.78 0.00 390.26 PO BOX 1596 516-50-3239 S 0.00 0.00 0.00 0.00 0.00 0.00 48.00 48.00 317.31 1,317.31 206.57 0.00 0.00 MILTON,WA 98354 SUPERINTENDENT 1,317.31 0.00 75.00 927.05 Check#: 96262 Page 2 CITY TRANSFER INC. Pay Period Date: 02/16/02 Certified Payroll Report Contract#: P.0. B>,1850 Week Ending: 02/16/02 Job No: 01-19 Payroll No: 18 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 10 11 12 13 14 15 16 Total Rate Total Gross State Oth Ded Net Chk PALAITA,TUMAMA K. Ex:S-04 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.35 0.00 11.67 12216-5TH AVE.SOUTH 575-90-7987 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 0.00 0.00 0.00 SEATTLE,WA 98168 LABORER 135.36 0.00 0.00 123.69 Check#: 96222 PALAITA,TUMAMA K. Ex:S-04 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.36 0.00 11.68 12216-5TH AVE.SOUTH 575-90-7987 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 0.00 0.00 0.00 SEATTLE,WA 98168 LABORER 135.36 0.00 0.00 123.68 Check#: 96269 SMITH,WILLIE E. Ex: S-03 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.35 0.00 11.67 33122-1ST. PL.SW#704 462-19-4049 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 0.00 0.00 0.00 FEDERAL WAY,WA 98023 LABORER 135.36 0.00 0.00 123.69 Check#: 96223 SMITH,WILLIE E. Ex:S-03 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.36 0.00 11.68 33122-1 ST.PL.SW#704 462-19-4049 S 0.00 0.00 0.00 0.00 8.00 0.00 0.00 8.00 16.92 135.36 0.00 0.00 0.00 FEDERAL WAY,WA 98023 LABORER 135.36 0.00 0.00 123.68 Check#: 96274 WOHL,SHANE L. Ex:S-04 C M 0 0.00 0.00 1.50 0.00 0.00 0.00 0.00 1.50 43.67 0.00 96.26 0.00 263.32 5451 -STRAWBERRY CT SE 535-90-6386 S 0.00 0.00 8.00 0.00 0.00 8.00 0.00 16.00 29.11 531.27 128.35 31.63 0.00 LACEY,WA 98513 OPERATOR 1,258.40 0.00 0.00 995.08 Check#: 96282 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 3.00 1.50 0.50 0.00 0.00 5.00 S 0.00 0.00 28.00 24.00 120.00 24.00 48.00 244.00 Page 3 Statement of Compliance Date: FEBRUARY 22,2002 Contract Number: I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 10 day of FEBRUARY,2002 and ending the 16 day of FEBRUARY,2002,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act,as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH O Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Pag",l A S oItA�R A c T09 s City Transfer, Inc , • P.O. Box 1850 63 Sumner, WA 98390 n N (206) 850-1775 Fax(206) 850-1797 Crrr 1-800-858-2436 MAR _ 7 7n,n TRANSFER INC. � v QQ CITY OF RENTON G,q T E S v UTRJT" LETTER OF TRANSMITTAL To: City of Renton Date: 3/5/02 1 Job #: SWP-27-2899 Plannin /Buildin /Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 26 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE No. DESCRIPTION 1 CTI Certified Payroll Report#18.5—Week Ending 2/16/02 1 CTI Certified Payroll Report#19—Week Ending 2/23/02 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator Y CITY TRANSFER INC. Pa Period Date: 02/23/02 Certified Payroll Report Contract#: P BOX 1850 Week Ending: 02/23/02 Job No: 01-19 Payroll No: 19 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 17 18 19 20 21 22 23 Total Rate Total Gross State Oth Ded Net Chk ARMENTA, RAY A Ex: M-00 H M 0 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.50 38.54 0.00 114.23 0.00 531.68 1241 A RYAN ROAD 504-74-2112 S 0.00 0.00 6.25 0.00 0.00 0.00 0.00 6.25 25.69 179.83 163.68 0.00 0.00 BUCKLEY,WA 98321 Truck Driver 1,493.14 0.00 246.00 961.46 Check#: 96377 Cell#253-370-7939, CARDENAS,JOSE Ex: S-03 H M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61.21 0.00 184.66 12410 28TH AVE S APT#43 548-97-4326 S 0.00 0.00 8.00 0.00 0.00 0.00 0.00 8.00 23.87 190.96 63.91 54.12 0.00 SEATTLE,WA 98168 LABORER 800.12 0.00 0.00 615.46 Check#: 96322 DONALDSON,MICHAEL J. Ex:S-02 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 81.49 0.00 341.56 9729 NE 122ND ST.#C 538-68-8160 S 0.00 0.00 8.00 0.00 0.00 0.00 0.00 8.00 27.67 221.36 174.74 27.08 0.00 KIRKLAND,WA 98034 OPERATOR 1,065.30 0.00 51.92 723.74 Check#: 96330 JORGENSEN,CHUCK I. Ex: M-00 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.64 0.00 100.15 44200 SE 149th Place 520-11-5045 S 0.00 0.00 8.00 0.00 0.00 0.00 0.00 8.00 27.67 221.36 52.66 11.21 0.00 NORTH BEND,WA 98045 OPERATOR 439.85 0.00 0.00 339.70 Check#: 96346 KNUDTSEN,JAY Ex: M-01 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 89.52 0.00 275.05 29508 235TH AVE SE 532-78-0315 S 0.00 4.00 0.00 2.00 0.00 0.00 0.00 6.00 28.11 168.66 151.28 29.70 0.00 BLACK DIAMOND,WA 98010 OPERATOR 1,170.24 0.00 0.00 895.19 Check#: 96349 MAHNKE,CHARLES F. Ex:S-01 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 143.52 0.00 798.40 2503 SOUTH MERIDIAN 520-60-8626 S 0.00 0.00 5.00 0.00 0.00 0.00 0.00 5.00 25.69 128.45 311.92 0.00 0.00 PUYALLUP,WA 98378 Truck Driver 1,876.13 0.00 333.00 1,077.73 Check#: 96449 PATTEN, HAROLD R. Ex: M-00 C M 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 130.15 0.00 481.08 PO BOX 1036 532-50-8956 S 0.00 3.00 0.00 0.00 0.00 0.00 0.00 3.00 25.69 77.07 295.86 0.00 0.00 SUMNER,WA 98390 Truck Driver 1,701.25 0.00 46.00 1,220.17 Check#: 96469 WOHL,SHANE L. Ex:S-04 C M O 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 43.67 0.00 77.65 0.00 196.28 5451 -STRAWBERRY CT SE 535-90-6386 S 0.00 0.00 8.00 0.00 4.00 0.00 0.00 12.00 29.11 392.99 87.48 25.48 0.00 LACEY,WA 98513 OPERATOR 1,014.96 0.00 0.00 818.68 Check#: 96371 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 1.50 0.00 0.00 0.00 0.00 1.50 S 0.00 7.00 43.25 2.00 4.00 0.00 0.00 56.25 Page 2 Statement of Compliance Irate: MARCH 1,2002 Contract Number: I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 17 day of FEBRUARY,2002 and ending the 23 day of FEBRUARY,2002,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act,as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION i REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. CITY TRANSFER INC. Pay Period Date: 02/23/02 Certified Payroll Report Contract#: P.O. BOX'n50 Week Ending: 02/16/02 Job No: 01-19 Payroll No: 19 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 10 11 12 13 14 15 16 Total Rate Total Gross State Oth Ded Net Chk BARICH, GREGORY A Ex: M-04 C M O 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 38.54 0.00 138.24 0.00 334.18 5106 BANNER ROAD 539-86-4087 S 0.00 0.00 0.00 0.00 0.00 2.75 0.00 2.75 25.69 147.73 141.55 0.00 0.00 PORT ORCHARD,WA 98367 Truck Driver 1,807.10 0.00 46.00 1,472.92 Check#: 96380 MEYERS, EDWARD E Ex:M-05 C M O 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 38.54 0.00 146.82 0.00 443.37 23421 128TH PLACE SE 535-64-8597 S 0.00 0.00 2.75 0.00 0.00 0.00 0.00 2.75 25.69 109.19 141.03 0.00 0.00 KENT,WA 98031 Truck Driver 1,919.07 0.00 146.00 1,475.70 Check#: 96458 THREADGILL, GARRETT E Ex:M-03 C M O 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 38.54 0.00 148.92 0.00 383.04 21326 SE 277TH PLACE 535-80-5683 S 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38.54 179.79 0.00 0.00 MAPLE VALLEY,WA 98038 Truck Driver 1,946.67 0.00 46.00 1,563.63 Check#: 96494 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 1.00 0.00 0.00 3.00 0.00 4.00 S 0.00 0.00 2.75 0.00 0.00 2.75 0.00 5.50 Page 2 Statement of Compliance Date:• MARCH 1,2002 Contract Number: I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 10 day of FEBRUARY,2002 and ending the 16 day of FEBRUARY,2002,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act,as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 2*.fT of the United States Code. Page 1 O.-1RAC). s City Transfer, Inc • P.O. Box 1850 03 Sumner,WA 98390 DM H (206) 850-1775 Fax (206) 850-1797 c�rr 1-800-858-2436 'TRANSFER INC, Q F�1 Q qTE 'Sv LETTER OF TRANSMITTAL To: City of Renton Date: 3/8/02 1 Job #: SW P-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 27 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ SpecM* EIVED ❑ Copy of Letter ❑ Change Order MAR 1 1 2002 1. COPIES DATE No. DESCRIPTION U I Y OF RENTON 1 CTI Certified Payroll Report#20—Week Ending 3/2/02 1 Northwest Asphalt Certified Payroll Report#1 —Week Ending 3/2/02 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator CITY TRANSFER INC. Pay Period Date: 03/02/02 Certified Payroll Report Contract#: P.O. BQX 1850 Week Ending: 03/02/02 Job No: 01-19 Payroll No: 20 Job Name: MAPLEWOOD GOLF COURSE SUMNER,WA 98390-0400 253 850-1775 #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 24 25 26 27 28 01 02 Total Rate Total Gross State Oth Ded Net Chk CARDENAS,JOSE Ex:S-03 H M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 76.81 0.00 246.20 12410 28TH AVE S APT#43 548-97-4326 S 0.00 0.00 0.00 8.00 3.00 0.00 0.00 11.00 23.87 262.57 94.51 68.06 0.00 SEATTLE,WA 98168 LABORER 1,004.09 0.00 0.00 757.89 Check#: 96516 CARVER, RUSSELL Ex:-02 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 78.52 0.00 314.79 1105 PIONEER ST 534-76-3305 S 0.00 0.00 0.00 8.00 8.00 8.00 0.00 24.00 28.61 686.64 204.23 26.02 0.00 ENUMCLAW,WA 98022 OPERATOR 1,026.39 0.00 0.00 711.60 Check#: 96517 DANIEL, DYLAN A. Ex:S-00 B M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.34 0.00 108.00 11444-69TH PLACE S. 439-17-7401 S 0.00 0.00 0.00 8.00 8.00 0.00 0.00 16.00 14.35 229.60 38.34 39.36 0.00 SEATTLE,WA 98178 APPRENTICE 344.40 0.00 0.00 236.40 Check#: 96507 DONALDSON, MICHAEL J. Ex:S-02 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85.80 0.00 363.44 9729 NE 122ND ST.#C 538-68-8160 S 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 27.67 83.01 189.90 28.82 0.00 KIRKLAND,WA 98034 OPERATOR 1,121.47 0.00 51.92 758.03 Check#: 96524 SCHAEFER, FREDERICK L. Ex:S-03 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 31.07 0.00 96.02 25825-104TH AVE SE#424 360-44-5941 S 0.00 0.00 0.00 8.00 8.00 8.00 0.00 24.00 16.92 406.08 21.63 39.36 0.00 KENT,WA 98031 LABORER 406.08 0.00 0.00 310.06 Check#: 96508 WOHL,SHANE L. Ex:S-04 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97.72 0.00 270.45 5451 -STRAWBERRY CT SE 535-90-6386 S 0.00 0.00 0.00 8.00 4.00 5.00 0.00 17.00 29.11 494.87 133.49 32.10 0.00 LACEY,WA 98513 OPERATOR 1,277.41 0.00 0.00 1,006.96 Check#: 96562 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S 0.00 0.00 0.00 40.00 34.00 21.00 0.00 95.00 Page 2 t Statement of Compliance Date: MARCH 8,2002 Contract Number: •I,AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 24 day of FEBRUARY,2002 and ending the 2 day of MARCH, 2002,all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH O Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. l Depr,mcnto.'t1b0r i Indugrr*s Emp:oymcrt Sumdards Program Ptxxaslo AFFIRINLkTION O u WA 98.504-i510 ( 1) Toaa},s Date Nz=of sigsawry party ��,,�� Title The above sittrtaton'pays Or supervises (Name of cony-ac cr or suncrmtra tort the payment of the persons emoloved by: �,n,�-�_,�e s - �t•��1�_J T—�is tiarre of buLdmg or work.prc�ect Pa}zoll period smr=4 Payroll nenai ending --' U!p ,Sons empio-,ea on above prole i have been paid the full weckiy wages earned. that no reca.tes have•w-ill be made either directly or indirectly to or on behalf orthe above contractor or subcontractor from the weekly wages earned by a_nv person and that no deduction. have been made either directly or indirectly from the uL wages tearned by any person. other than ^_tznissible deduction. 1 4, ;':at any pakToll otho wise under this contract required to be submirwd for:he above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less then the applicable wage rates contained in any wage determination incorporated into the contract that the classifications set fo,-Lh therein for each laborer or mechanic conform with the wort:he performer. (3'1 That any apprentices employed in the above period are duly regisc:.red in a bona fide apprenticeship program registered with a State apprenticeship agency. (4) pat: WHERE FRINGE BENEFITS ARE P_,1D TO APPRO%�ED PfANS. FUNDS, OR PROGRA-MS * In addition to the basic hourly wage rates paid to eacL laborer or nnechanic listed in the above referexed pavToll.payments of fringe benefits as iisted below have been or will be made to appropriate programs for the bene:its of suc.i employees. The willful falsification of any of the above statements may subject the contractor to civil or criminal prosecution. Print or type name of signatory Title i S gnauire � ✓�t Y�l _/ l\ C l BENEFIT DISTRIBUTION (please report to 'per hour" terms) Craft,'rrade Hourly Total Benefit Credit Hourh,Pension I Hourly Medical I Hourly Vacation ' , -3z F700-065(PDF)backer IG-0I NORTHWEST ASPHALT,INC. JOB NAME:CTI-MAPL.EWOOD GOLF COURSE-RENTON-JOB#2352 CERTIFIED PAYROLL REGISTER WEEKENDING:312102 P.O.BOX 1647 RENTON,WA 98057 EMPLOYEE NAMEIADDRESS NO. JOB CLASS. SUN MON TUE WED THU FRI SAT _PW PIN GROSS DO20% NET DEDUCTION JOB PAY FOR COMPANY L61 ESTIMATED ESTIMATED NET SOCIAL SECURITY NO. EXPT 24 25 26 27 28 1 2 HOURS RATE OW RATE DEDUCTION RATE-DB PAID INS WM FWT FICA TOTAL RICK ABBITT LABORER R 0.00 $ 29.67 $ - $0.00 $ 0.00 16125 121ST AVENUE SE LABORER O 0.00 $ 44.50 $ - $0.00 $ - 0.00 RENTON,WA 98058 TRK DRIVER R 2.75 2.75 $ 33.48 $ 92.07 $18.41 $ 73.66 0.80 538-52-4101 S-1 TRK DRIVER 0 0.00 $ 50.22 $ - $0.00 $ - 0.00 2.75 $ 92.07 $18.41 $ 73.66 0.80 $0.80 $14.73 $5.63 $ 51.69 JAMES ALLWINE LABORER R 0.00 $ 29.67 $ - $0.00 $ - 0.00 16254 SE 144TH STREET LABORER 0 0.00 $ 44.50 $ - $0.00 $ - 0.00 RENTON,WA 98059 1TRK DRIVER R 9.75 9.75 $ 33.48 $ 326.43 $65.29 $261.14 0.00 572-72-4583 S-0 TRK DRIVER O 0.00 $ 50.22 $ - $0.00 $ - 0.00 9.75 $ 326.43 $65.29 $261.14 0.00 $2.85 $52.23 $19.98 $ 186.09 ARMONDO DE LA CRUZ LABORER R 2.50 2.50 $ 29.67 $ 74.18 $14.84 $ 59.34 0.73 3612 NE 4TH STREET#36 LABORER 0 0.00 $ 44.50 $ - $0.00 $ - 0.00 RENTON,WA 98056 RAKER R 4.50 4.50 $ 30.15 $ 135.68 $27.14 $108.54 1.31 565-47-1743 M-0 RAKER 0 0.00 $ 45.22 $ - $0.00 $ - 0.00 7.00 $ 209.85 $41.97 $167.88 2.03 $2.05 $33.58 1 $12.84 $ 117.38 BRIAN FAASSE LABORER R 2.50 2.50 $ 29.67 $ 74.18 $14.84 $ 59.34 0.73 242"183RD AVE SE LABORER O 0.00 $ 44.50 $ - $0.00 $ - 0.00 KENT,WA 98042 SCREEDMAN R 4.00 4.00 $ 36.05 $ 144.20 $28.84 $115.36 1.16 538-74-2857 M-3 RAKER R 0.00 $ 30.15 $ - $0.00 $ - 0.00 6.50 $ 218.38 $43.68 $174.70 1.89 $1.90 $34.94 $13.36 $ 122.61 JERRY JOHNSON LABORER R 2.00 2.00 $ 29.67 $ 59.34 $11.87 $ 47.47 0.58 13446 3RD SOUTH LABORER 0 0.00 $ 44.50 $ - $0.00 $ - 0.00 SEATTLE,WA 98168 RAKER R 4.50 4.50 $ 30.15 $ 135.68 $27.14 $108.54 1.31 539-58-4172 M-6 ROLLER 0 0.00 $ 53.53 $ - $0.00 $ - 0.00 6.50 $ 195.02 $39.00 $156.01 1.89 $1.90 $31.20 $11.93 $ 109.09 KENNETH LUNDEEN LABORER R 7.00 7.00 $ 29.67 $ 207.69 $41.54 $166.15 2.03 20124 4TH AVE SOUTH LABORER O 0.00 $ 44.50 $ - $0.00 $ - 0.00 - SEATTLE.WA 98198 ROLLER R 0.00 $ 35.69 $ - $0.00 $ - 0.00 537-90.8721 M-1 RAKER R 0.00 $ 30.15 $ - $0.00 $ - 0.00 7.00 $ 207.69 $41.54 $166.15 2.03 $2.05 $33.23 $12.71 $ 116.13 JESSE MORRISON LABORER R 0.00 $ 29.67 $ - $0.00 $ - 0.00 23800 SE 472nd LABORER 0 0.00 $ 44.50 $ - $0.00 $ 0.00 ENUMCLAW,WA 98022 ROLLER R 0.00 $ 35.69 $ - $0.00 $ - 0.00 537-94-2341 S-3 ROLLER O 1 0.00 $ 53.53 $ - $0.00 $ - 0.00 0.00 $ - $0.00 $ 0.00 $0.00 $0.00 $0.00 $ SHANE OLSON LABORER R 0.00 $ 29.67 $ - $0.00 $ 0.00 12860 175TH"ESE LABORER-FOREMAN R 0.00 $ 36.05 $ - $0.00 $ - 0.00 RENTON,WA 98059 SCREEDMAN R 7.00 7.00 $ 36.05 $ 252.35 $50.47 $201.88 8.19 532-15-7931 S-0 SCREEDMAN 0 0.00 $ 54.07 $ - $0.00 $ - 0.00 ELI 7.00 $ 252.35 $50.47 1 $201.88 8.19 $2.05 $40.38 $15.44 $ 135.82 t NORTHWEST ASPHALT,INC. JOB NAME:CTI-MAPLEWOOD GOLF COURSE-RENTON-JOB#2352 CERTIFIED PAYROLL REGISTER P.O.BOX 1647 WEEKENDING:312/02 RENTON,WA 98057 EMPLOYEE NAMEIADDRESS NO. JOB CLASS. I SUN MON TUE WED THU FRI SAT PIN PW GROSS DB20% NET DEDUCTION JOB PAY FOR COMPANY L81 ESTIMATED ESTIMATED NET SOCIAL SECURITY NO. EXPT 24 25 26 27 26 2 HOURS RATE PIN RATE DEDUCTION RATE-DB PAID INS W/H FWT FICA TOTAL REY PEREZ HERNANDEZ LABORER R 0.00 $ 29.67 $ - $0.00 $ 0.00 3811 NE 3RD COURT NI-212 LABORER 0 0.00 $ 44.50 $ - $0.00 $ - 0.00 RENTON,WA 98056 RAKER R 0.00 $ 30.15 $ - $0.00 $ - 0.00 692-93-4756 M-3 RAKER 0 0.00 $ 45,22 $ - $0.00 $ - 0.00 0.00 $ - $0.00 $ 0.00 $0.00 $0.00I $0.00 $ - CHAD PLANO LABORER R 0.00 $ 29.67 $ - $0.00 $ 0.00 1009 NORTH 33RD STREET LABORER-FOREMAN R 0.00 $ 36.05 $ - $0.00 $ - 0.00 RENTON,WA 98056 BACKHOE R 0.00 $ 36.05 $ - $0.00 $ - 0.00 537-96-8272 - M-0 BACKHOE 0 0.00 $ 54.07 $ - $0'00 $ - 0.00 0.00 $ - $0.00 $ 0.00 $0.00 $0.00 ' $0.00 $ RICHARD L.SCHULZ LABORER R 0.00 $ 29.67 $ - $0.00 $ - 0.00 17802 118TH"ESE LABORER 0 0.00 $ 44.50 $ - $0.00 $ - 0.00 RENTON,WA 98059 TRK DRIVER R 9.75 9.75 $ 33.48 $ 326.43 $65.29 $261.14 5.66 534.60-7386 M-1 TRK DRIVER 0 0.00 $ 50.22 $ - $0.00 $ - 0.00 9.75 $ 326.43 $65.29 $261.14 5.66 $2.85 $52.23 $19.98 $ 180.43 BOB G.WERDEN LABORER R 0.00 $ 29.67 $ - $0.00 $ - 0.00 32115 105TH PLACE SE LABORER 0 0.00 $ 44.50 $ - $0.00 $ - 0.00 _ AUBURN,WA 98092 TRK DRIVER R 0.00 $ 33.48 $ - $0.00 $ - 0.00 662-06.7916 S-1 TRK DRIVER O 0.00 $ 50.22 $ - $0.00 $ - 0.00 0.00 $ - $0.00 $ - 0.00 $0.00 $0.00 $0.00 $ - JARROD WOOD jLABORER R 2.50 2.50 $ 29.67 $ 74.18 $14.84 $ 59.34 9.30 16204 1/2 SE 116TH ST ROLLER R 4.50 4.50 $ 35.69 $ 160.61 $32.12 $128.48 16.74 RENTON,WA 98059 SCREEDMAN R 0.00 $ 36.05 $ - $0.00 $ - 0.00 531-98-6174 M-10 SCREEDMAN 0 0.00 $ 54.07 $ - $0.00 $ - 0.00 7.00 $ 234.78 $46.96 $187.82 26.04 $2.05 $37.56 $14.37 $ 107.80 0 0.00 $ - $0.00 $ - 0.00 - R 0.00 $ - $0.00 $ 0.00 0 0.00 $ - $0.00 $ 0.00 R 0.00 $ - $0.00 $ 0.00 0.00 $ - $0.00 $ 0.00 $0.00 $0.00 $0.00 1 $ - 126.25 1127.05 TOTALS 63.25 0.00 0.00 0.00 0.00 0,00 63.25 2062.99 412.60 1650.39 48.51 18.49 330.08 r o�tRACT°9 cos City Transfer, Inc • P.O. Box 1850 E9 Sumner,WA 98390 D N (206) 850-1775 Fax(206) 850-1797 crrr 1-800-858-2436 TRANSFER INC. �cq T e S JQQ� LETTER OF TRA NSM ITTA L To: City of Renton Date: 3/15/02 1 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 28 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 1 CTI Certified Payroll Report#21 —Week Ending 3/9/02 Oil 1 Northwest Asphalt Intent to Pay Prevailingage THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator CITY TRANSFER INC. CERTIFIED PAYROLL REPORT PAGE 2 1 P. 0. BOX 1850 DATE: 03/13/02 SUMNER, WA 98390-0400 JOB NO: 01-19 TIME: 10:41:19 253 850-1775 JOB NAME: MAPLEWOOD GOLF COURSE CONTRACT#: Payroll No. 21 WEEK ENDING: 03/09/02 PAY PERIOD DATE: 03/09/02 -------------------- HOURS ------------------- OTH JOB PAY FICA LOCAL TOT DID EMPLOYEE # EXEMPT/SS # SUN MON TUE WED THU FRI SAT JOB GRS FED W/H UNION BENEFITS WORK CLASS 03 04 05 06 07 08 09 TOTAL RATE TOT GRS STATE OTH DED NET CHK BAKER, JOHN P. EX: S-04 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 68.74 .00 226.87 505 L ST SE 556-45-6022 S .00 5.00 .00 .00 8.00 .00 .00 13.00 27.67 359.71 98.59 54.12 .00 AUBURN, WA 98002 LABORER 898.66 5.42 .00 671.79 DOM - CHECK #: 96704 CARDENAS, JOSE EX: S-03 H M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 29.22 .00 66.58 12410 28TH AVE S APT #43548-97-4326 S .00 .00 .00 .00 8.00 .00 .00 8.00 23.87 190.96 8.48 26.24 .00 SEATTLE, WA 98168 LABORER 381.92 2.64 .00 315.34 DOM - CHECK #: 96707 CARVER, RUSSELL EX: -02 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 88.04 .00 361.81 1105 PIONEER ST 534-76-3305 S .00 8.00 .00 .00 8.00 .00 .00 16.00 28.61 457.76 237.84 29.18 .00 ENUMCLAW, WA 98022 OPERATOR 1150.85 6.75 .00 789.04 DOM - CHECK #: 96708 JORGENSEN, CHUCK I. EX: M-00 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 73.28 .00 280.34 44200 SE 149th Place 520-11-5045 S .00 3.50 .00 .00 .00 .00 .00 3.50 27.67 96.85 176.88 24.41 .00 NORTH BEND, WA 98045 OPERATOR 957.86 5.77 .00 677.52 DOM _ CHECK #: 96731 MAHNKE, CHARLES F. EX: S-01 M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 138.00 .00 726.98 2503 SOUTH MERIDIAN 520-60-6626 S .00 .00 .00 .00 .75 .00 .00 .75 25.69 19.27 292.42 .00 .00 PUYALLUP, WA 98378 Truck Driver 1803.90 9.56 287.00 1076.92 DOM _ CHECK If: 96644 PATTEN, HAROLD R. EX: M-00 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 126.09 .00 416.22 PO BOX 1036 532-50-8956 S .00 .00 .00 .00 .00 2.00 .00 2.00 25.69 51.38 281.56 .00 .00 SUMNER, WA 98390 Truck Driver 1648.31 8.57 .00 1232.09 DOM - CHECK #: 96662 SCHAEFER, FREDERICK L. EX: S-03 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 10.35 .00 24.79 25825 - 104TH AVE SE #424360-44-5941 S .00 8.00 .00 .00 .00 .00 .00 8.00 16.92 135.36 .00 13.12 .00 KENT, WA 98031 LABORER 135.36 1.32 .00 110.57 DOM - CHECK #: 96509 CITY TRANSFER INC. CERTIFIED PAYROLL REPORT PAGE 3 P. 0. BOX 1850 DATE: 03/13/02 SUMNER, WA 98390-0400 JOB NO: 01-19 TIME: 10:41:19 253 850-1775 JOB NAME: MAPLEWOOD GOLF COURSE CONTRACT#: Payroll No. 21 WEEK ENDING: 03/09/02 PAY PERIOD DATE: 03/09/02 -------------------- HOURS ------------------- OTH JOB PAY FICA LOCAL TOT DID EMPLOYEE # EXEMPT/SS # SUN MON TUE WED THU FRI SAT JOB GRS FED W/H UNION BENEFITS WORK CLASS 03 04 05 06 07 08 09 TOTAL RATE TOT GRS STATE OTH DED NET CHK WOHL, SHANE L. EX: S-04 C M 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 96.21 .00 263.20 5451 - STRAWBERRY CT SE 535-90-6386 S .00 3.00 .00 .00 .00 .00 .00 3.00 29.11 87.33 128.15 31.70 .00 LACEY, WA 98513 OPERATOR 1257.66 7.14 .00 994.46 DOM - CHECK #: 96757 ------------------------------------------------------------- D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 JOB TOTALS: 0 0.00 0.00 0.00 0.00 1398.62 0.00 0.00 0.00 0.00 S 0.00 0.00 24.75 0.00 8234.52 27.50 0.00 2.00 54.25 STATEMENT OF COMPLIANCE " Date: MARCH 15, 2002 Contract Number: I, AUDRA METTLER, CONTRACT ADMINISTRATOR do hereby state: (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC. on the MAPLEWOOD GOLF COURSE, that during the payroll period commencing on the 3 day of MARCH, 2002 and ending the 9 day of MARCH, 2002, all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said CITY TRANSFER INC. from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS (X) - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) - Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER, CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. ��RAcrO•p 0 o tP City Transfer, Inc RECEIVED • P.O. Box 1850 m Sumner,WA 98390 ' 0 (206) 850-1775 Fax (206) 850-1797 APR - 8 2002 CRY 1-800-858-2436 TRA / CITY OF RENT014 NSFER 'NC. UTILITY SYSTEMS r E S J Q Q LETTER OF TRANSMITTAL To: City of Renton Date: 4/4/02 1 Job #: SWP-27-2899 Plan nin /Buildin /Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 30 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 1 Baseline Eng. Certified Payroll Report#2—Week Ending 3/9/02 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator US DEPARTMENT OF LABOR PAYROLL OMB No. 1215-0149 WAGE AND HOUR DIVISION (For Contractor's Optional Use; See Instruction, Form WH-347 Inst.) Name of Contractor or Subcontractor Address BASELINE Engineering, Inc. 1910 64th Ave. W. Tacoma, WA 98466 Payroll No. For Week Ending Project and Location Project or Contract No. 2 3/9/02 Maplewood Golf Course Regrade- Project No. 01-109 N E ° Day and Date O x Name,Address,and Social Security a Work S M T W T F S Total Gross Amount Percent Withholding Total Net Wages Paid for Number of Employees m Classification Hours Rate of Pay Earned FICA Withheld Taxes L&I Deductions Week 3 4 5 6 7 8 9 o p s Hours Worked Each Day f t T Joe LaVoie Joe La oie M s 6 $21.00 $126.00 $126.00 $9.64 18% $22.68 $0.44 $32.94 $93.06 Survey Crew 6 29025 168th Ave. SE - Chief 0 $31.50 $0.00 Kent, WA 98042 0 0 obin Buck s 6 $10.25 $61.50 $61.50 $4.70 11% 34-94-0106 S 6 $6.77 $0.22 $11.80 $49.71 _ Chain Person 9248 - 1701h Ave. SE o 0 $15.38 $0.00 0 s 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 a $0.00 $0.00 s 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 o $0.00 $0.00 S 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 o $0.00 $0.00 s 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 01 $0.00 $0.00 s 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 o $0.00 $0.00 s 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 $0.00 Date: March 25, 2002 (4) That: I, Terrell C. Ferquson, President do hereby state: a. WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS (1) That I pay or supervise the payment of the persons employed by O In addition to the basic hourly wage rates paid to BASELINE Engineering Inc. on the each laborer or mechanic listed in the above references payroll, payments of fringe benefits Maplewood Golf Course Re-grade BEI Project No 01-1091 as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4c That during the payroll period commencing on the 3`d below. day of March, 2002, and ending the 9th b. WHERE FRINGE BENEFITS ARE PAID IN CASH day of March, 2002, all persons employed on said project have been paid the full weekly wages earned, that no rebates have been O Each laborer or mechanic listed in the above or will be made either directly or indirectly to or on behalf of said referenced payroll has been paid, as indicated BASELINE Engineering, Inc. from the full weekly wages earned by on the payroll, an amount not less than the sum any person and that no deductions have been made either directly of the applicable basic hourly wage rate plus the or indirectly from the full wages earned by any person, other than amount of the required fringe benefits as listed in permissible deductions as defined in Regulations, Part 3 (29 CFR the contract, except as noted in Section 4c Subtitle A), issued by the Secretary of Labor under the Copeland below. Act, as amended (48 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described below: c. EXCEPTIONS EXCEPTION CRAFT EXPLANATION (2) That any payrolls otherwise under this contract required to be REMARKS submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a NAME AND TITLE Sig R f State apprenticeship agency recognized by the Bureau of �J��'�- Apprenticeship and Training, United States Department of Labor, Terrell C. Ferguson, President THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY or if no such recognized agency exists in a State, are registered SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL` with the Bureau of Apprenticeship and Training, United States PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 Department of Labor. OF THE UNITED STATES CODE. ORACTO� s City Transfer, Inc • ANINWOMW P.O. Box 1850 I� Sumner,WA 98390 D H (206) 850-1775 Fax (206) 850-1797 arr 1-800-858-2436 TRANSFER (RECEIVED Qv �CgTE SV� MAY 10 2002 LETTER OF TRANSM/TTAL CITY OF RENTON OTILITV YSTEMS To: City of Renton Date: 5/7/02 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 31 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 1 CTI —Affidavit of Wages Paid THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator ' 4 0 RACr.0 City Transfer, Inc RECEIVE® • P.O. Box 1850 E� Sumner, WA 98390 at y (206) 850-1775 Fax (206) 850-1797 APR - 2 2002 crrr 1-800-858-2436 .Q TRANSFER INC CITY OF RENTON FG, QQv UTILITY SYSTEMS qrE Sv LETTER OF TRANSMITTAL To: City of Renton Date: 3/29/02 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 1 Transmittal #: 29 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 1 CTI Certified Payroll Report#22—Week Ending 3/16/02 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator WO Y TRANSFER INC. Pay Period Date: 03/16/02 Certified Payroll Report Contract#: . BOX 1850 Week Ending: 03/16/02 Job No: 01-19 SUMNER,WA 98390-0400 Payroll No: 22 Job Name: MAPLEWOOD GOLF COURSE 253 850-1775 r #Exemptions Hours Other Job Pay FICA Local Tot Ded Social Security SUN MON TUE WED THU FRI SAT Job Gross Fed W/H Union Benefits Employee Work Class 10 11 12 13 14 15 16 Total Rate Total Gross State Oth Ded Net Chk CARVER, RUSSELL Ex:-02 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.23 0.00 254.04 1105 PIONEER ST 534-76-3305 S 0.00 0.00 2.00 0.00 0.00 0.00 0.00 2.00 28.61 57.22 160.88 21.90 0.00 ENUMCLAW,WA 98022 OPERATOR 865.83 0.00 0.00 611.79 Check#: 96800 WOHL,SHANE L. Ex:S-04 C M O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.79 0.00 159.92 5451 -STRAWBERRY CT SE 535-90-6386 S 0.00 0.00 2.50 0.00 0.00 0.00 0,00 2.50 29.11 72.78 66.20 21.99 0.00 LACEY,WA 98513 OPERATOR 873.06 0.00 0.00 713.14 Check#: 96851 D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Totals: O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 S 0.00 0.00 4.50 0.00 0.00 0.00 0.00 4.50 Page 2 Statement of Compliance Date: MARCH 22,2002 Contract Number: L AUDRA METTLER,CONTRACT ADMINISTRATOR do hereby state: it (1) That I pay or supervise the payment of the persons employed by CITY TRANSFER INC.on the MAPLEWOOD GOLF COURSE,that during the payroll period commencing on the 10 day of MARCH,2002 and ending the 16 day of MARCH,2002, all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of saidCITY TRANSFER INC.from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3(29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act,as amended(48 Stat.948.63 Stat.108,72 Stat.967;76 Stat.357;40 U.S.C.276c),and described below: WH FICA UNION DUES STATE INDUSTRIAL (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticesbip and Training,United States Department of Labor,or if no such recognized agency exists in a State,are registered with the Bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a)WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS (X) In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b)WHERE FRINGE BENEFITS ARE PAID IN CASH ( ) Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll,an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required Tinge benefits as listed in the contract,except as noted in Section 4(c)below. (c) EXCEPTIONS EXCEPTION(Craft) EXPLANATION REMARKS NAME AND TITLE SIGNATURE AUDRA METTLER,CONTRACT ADMINISTRATOR The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. Page 1 I,�RAcrO coo s City Transfer, Inc • P.O. Box 1850 c�i Sumner,WA 98390 RECEIVED n H 206 850-1775 Fax 206 850-1797 o y ( ) ( ) ciTr J 1-800-858 2436 MAY 2 4 2002 TRANSFER #W. 9� Qv `:ITY OF RENTON Cq r E S V Q ;--MLITY SYSTEM LETTER OF TRANSMftAL To: Cityof Renton Date: 5/22/02 Job#: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 33 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 1 Certification of Payment of Prevailing Wages— Baseline Engineering THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Tawnya Martin CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: November 6, 2001 Project: Maplewood Golf Course Re-grade CAG No. SWP-27-2899 This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the period From October 21 , 2001 through October 27, 2001 , in accordance with the Intents to Pay Prevailing Wage filed with the Washington State Department of Labor & Industries. This form will be executed and submitted prior to or with the last pay request. BASELINE Engineering, Inc. Company Name BY: President 01-109 D ENGINEERING, INCORPORATED To: Stan McAllister Date: May 22,2002 City Transfer, Inc. Job No.: 01-109 PO Box 1850 Project: Maplewood Golf Course Sumner,WA 98390-1850 Regrade—As-builts Enclosed are: These have been sent: x Prints x For your use x Copies x For your review/approval Originals For your signature/return Reports x At your request Documents x For your records Specifications x For your information Other: computer disks Other: ❑U.S.Mail ❑ Federal Express ❑ Courier ❑ Hand Delivered Quantity Date Description 1 5/22/02 Re roducible vellum of As-built drawing with suve or's stain 2 5/22/02 Blue-line copies of as-built drawing Remarks,.- Stan, should you need any more copies,please call. Signature: Copies to: Andy So era,Project Manager TRANS.DOC Land Planning& Use • Engineering • Surveying 1910-64th Avenue West • Tacoma, WA 98466•(253)565-4491 • FAX(253)565-8563 Seattle(206)824-1205 "Our goal is to exceed your expectations" R A C ro RECEIVED �s City Transfer, Inc • P.O. Box 1850 19 Sumner,WA 98390 MAY 2 2 2002 n H (206) 850-1775 Fax (206) 850-1797 cfrr 1-800-858-2436 CITY OF RENTON TRANSFER WC UTILITY SYSTEMS Qv �C4TIF SVQ LETTE/? OF T29/VSM/TTAL To: City of Renton Date: 5/20/02 Job #: SWP-27-2899 Planning/Building/Public Works Dept. Attention: Gary Schimek 1055 South Grady Way Re: Maplewood Golf Course Re-grade Renton, WA 98055 Transmittal #: 32 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of Letter ❑ Change Order COPIES DATE No. DESCRIPTION 44 1 Northwest AsIl Inc—Affidavit of Wages Paid THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: CTI Job#01-19 Copies to: Signed: Audra Mettler Contract Administrator 10/19/2001 14: 55 2535205281 CTI PAGE 01 ACJ- O 09 G � t crrr MA,VSFCR INC /� F 17 •' FaxCity Transfer of Kent, Inc. Tom" �iQ''"7 5 G z 1??ce COMPANY. 0A. DATE. 7'07AL d OFPAEES/%NCGUG/NGCoVFfl.' • SUBJECT Thanks IF YOU DO NOT RECEIVE ALL OF THESE PAGES, PLEASE CALL. PHONE #: (253) 850-1775 FAX #: j253) S20.5281 • TH/S DOCUMENT/SBE/NG Th'.9NSM/TTED TO��9.1'#.• 10/19/2001 14: 55 2535205291 CTI PAGE 03 INSPECTION$TESTING SERVICES GEOTECHNICAL ENGINEEAINO SPEARS CONSTRUCTION MATERIALS ENGINEERING • CONSTRUCTION/PROJECTMANAOEME14T ENGINEERING 8c SPECIALIZING IN ROADS a BRIDGES TECHNICAL HTTP://W W W.SP EARS-ENGIN EERING.COM SERVICES TEST RESULTS OBTAINED r Date Fecova 7/19/00 AST'r[D-24S7 Willed Solis C1awncsdon System Sample k: A•1217 M.Puui y 1 ndtj(iravd with Sind -%MpleW:RoodwsyDTlb4rktru wYjngiey.s&r; Source: City T[Rnefir,Inc p ioI°'0.3e, mrn 1'°Gravel=77.10b (1-tf nl'Cluvatt>rc Cc"9.Bt1 sp"Mcatlon.1 Dft=9336 nm "Smd=19.su C• ff OfUnifm*V,Cu--75.91 WSUOT9-03.14(1)Select BCNTCW [W,=25.992 mn a•Ut.RClay=3.6% Fincnc%,%1otlus-_6.65 SAMVIr Mersa Specs T XeS UqLndLIkmtC 0.(M,, Plaxie Lint=U,04b 4la3tici lndescz 0.0?s .ktu:fl Interpolated 01MIAsttve CtUMIJOEIVe Stew Slae 1 Percent laeram i sm, i Specs C.°RAIN Su DIstbunoty t!S Metric Fy dm Paxft . VAX Alin 6.00" 1;0.00 I 1100.0°0 100,0?b +t qcA "e00.0° . Y. ... � iw4Vo- • ., . 100.0%j400" 10000 3.00" 75i.r0 I 9o.S4e 902pb 40.0°h 2.50" 63 00 v�\ �... 90.096 59.64fi J �.1 ,.. . 2.0r!" tt1.0o I 88.30/ 9$.340 l 1.75,. 45 r0 94.8?fi 80.0% t 80.OSb . . .. . 1.50" 37.30 ` 79.Fb 79.6% t 1.23" 11.50 69AS4 • l Yt 70.0 h \ 1.00~ 25.00 I 59.34b 58a?ni F� t �l 70.09G 7/8" 22.40 3/1' 19.0u ( rti.7?ro 36.7'b a 60.0% 60.0% tv, c V2' 1?.St) I 35.2°0 35.29ti I Jv.D°h l 0� 318•' 950 30=4ro 30.2°b a so.o% 8 1/A.. 6.10 'S.+toe I 25,+?s i rl d,7t , l ' 2..9aa 229°b ( 10.0'h tC ...; �. .. 40.0% ?8 2.360 I 19.746 t ` k10 2.006 ( 19.`00 19.2% 30.0°• \ 30.0°6 alb i.ls0 17.1°e fe20 08i0 16.3% 16340 ( A30 0.600 20,0% 1 �° 20 0 13.8% °� o aJ0 0.425 12.02.5 12.0% 10.0°0 0.0% � #50 0.300 • t~1 9.04•0 ( 10.0 h :. 1�t' 0 0 Mto !r100 0.1M 4.9% 4.9?16 )00.00 7140 0,106 4.1% 10.00 00 0.10 001 #170 0.090 3. 4 Particle Sizo(mm) #200 0.075 3.6% 3.64t 10.00% 0270 0033 + �c^eS!:a+ ��-'.,`,tispca. -•--•�h<-h ,-r;a �. - r-Sia.itr. lts CcPY^N�ScraMF++Qncav,R3eTsiime�ISor,.,-..FS,I?36� Sand Equivalent: 58 • P.O. Box 1007 PHONE: (253)833.7967 Raport 9 0000-063 AV9URN,WASHINGrON98071.1007 FAX; )253) 735-2867 Page 2 of 2 10/29/2001 17: 31 2535205281 CTI PAGE 01/03 RA 0 O� 9 Orr %"rRANSA6R /NC; ,q T �.N..S,.�J..Q City Transfer of Kent, Inc. Fax TO. KS ' COMP�9NY, Df /�,j/ Or9TE.• U D F�oM. �d� /��/✓�l.�Si�,2 TOTi9L #OFPfiGES,iNCGUDiNG CCl/ER/,' V • SUBJECT. ��� AS Cd S? �4T�2A1,fZT t �� Thanks IF YOU DO NOT RECEIVE ALL OF THESE PAGES, PLEASE CALL. PHONE#; (2S3) 850-1775 FAX #: (M) 520-5281 • TH/S DOCUMENT/S BEJNG TR�iNS�1�1/TTEO TO Ffil'#`- • ail. _ ai =� _--' eir • aa ' ,ry rra� -cam SAM WET.M7 i TARE WT. �1 C NOW Q? � _ l��! .a .i. •:\��a arm�+.a:� . 0� a•1r!�..�� .e@ _ ., � top LVEM a i� 10/29/2001 17: 31 2535205281 CTI PAGE 03/03 ASTM C117-90/C136-84a B DATA Z SIEVE ANALYSIS JECT NC. SAMPLED BY:___ DATE: �j SAMPLE ID: PARED 8Y: ' DATE: TESTED BY:.� DATE: ��1 IENT: CTI LOCATION: T� - :SCRIPTION;,_��Llj� n./per SHAKER: Ralnhart 12" SIEVES: WIN-910-M13,>1100,11200 SCALE: 08AUS NAV, OVEN:HUMIMI I(240*0 A. T TAL SAMP EIGHT - 314" SIEVE TURF TOTAL Wr.(+ tare): TARE NO.: TARE NO.: E"W TAK WT, TART.: TAOF WT.: TOTAL WT. (-•tare) a}nr oP SAMPLE (.tam) WEIGHT 0 F SAME -taro) D. + 314"SIEEVE WET: 9/ WET: W4__t? 'EIGHT+3/4; (+tare) 17,4�_ ORY: DRY: TARE WT. / (eofm wash) (be"wash) JEGHT+314: (- tare) DRY:�V 5c g, WATER WT.: DOTAL WT.: ( - tare) 5/9 (aR*iwxsl+) (aflerwash) % PASSING 3/4"SIEVE % PASSING 4200 SIEVE d % MOISTURE: E. SP CI ZA N: ri c Al 7 ir. RETAINED PASS Iri /. F FtIEMINEL .,PAS ESUL S 3 2.5 L Q 2 #d 1.5 ? \. . ,r y+► n 1-Se +� + ' i rl�, r..J „r ice.-.`1 1.25 y }}}ry t � . P �• a i` 314 TEST, w, 5