Loading...
HomeMy WebLinkAbout17117 59TH AVE NE_004158_2026 01-rY OF RRL- INO-rON CONSTRUCTION RE:RMIY r--YERMIY NO- 00-4 1 EM Owner: C I BUT'-"NE: 0, Value of Work: $Ic� t 0. 2-7 3 1 T--0,27 2,2�01 0- -LIX Describe Work: CR'D'�N" "N. 7E RIE- T-11 17U"IRE �n� TL7"NC ;I '1177311"L!T- N Proposed Use: W- !-',q CE - � t- i --- . Legal Description: Job Address: 1'117 AVE Contractor' s Na3ie Type Address Licen5e# SEP CONN. LLC 155S- NE ,,.r, EIR S,rE 400. S Z A LC C L*0 1 Z R 7 TOTALS Fee M. I rErmit F=-�� $523.T-0 Plan Fee �,�22.75 S I = TOTAL FEE.... .. .. .... .. . .. 4645.75 I R, 10 AND E 7-111S qPR-'--CATI0N nND 4,- PAYMENTS.. .... . .. .. .. .. .. .$0. I t�, vv 3, R I T PROVISEICN-S Or AND EC TOTAL DUE. $645.75 In I t4 _y 1 1 lL J l � �� 1 - , I - - �� �� I • — _ � �� 1 ` 1 VV - - _ 1 . I - I - r I • 1 _ _ � � l I _�� � ,�. � �+ � r 'I s — l SOILS OBSERVATION GEOTEST SERVICES, INC. REPORT 741 Marine Drive,Bellingham,WA 98225 Phone: 360.733.7318 Fax: 360.733.7418 PROJECT: Crown Distributing RECEIVED JOB#: T0344 ADDRESS.---- 172nd Street, Arlington_ REPORT#: S1 CLIEN Crown Distributing NOV 1 7 2000 DATE: 10-13-00 CONTRACTOR: mountain PAGE#: 1 of 1 WEATHER: Overcast -60° CITY OF ARLINGTON PERMIT#: - INSPECTOR: DS Observation of: Site Stripping at building pad. rk c— 8:00 AM: GeoTest was on site this date to observe the beginning of top soil stripping at the \, building pad. Mid Mountain was starting stripping operations at the west side and working east. An excavator was used to strip the top soil. Two truck and trailers were used to haul the top soil to the east side of the site stock pile. A dozer was being used to smooth the stripped area. The west —30' running the length of the stripped area north to south was stripped to —1 Y2 -2'. Mid mountain was informed that they did not need to go this deep. They then proceeded to shallow the stripping to just beneath the dark brown organic top soil. At the time of our visit the top soil layer was observed to be —8-10" in depth from existing ground surface. The native underlying soil is a red brown to tan silty sand. Mid mountain said they area planning to seal up all exposed native soil with the roller at the end of each day. A proctor sample of the import structural fill planned to be deliverd to the site was also obtained at CSR (Rockman) pit, in Arlington, on this date. 11:00 AM Equipment on Site: PC300 Komatsu excavator D6N Cat Dozer CS 563C Cat Roller Cat Backhoe Copies: Client Submitted By: L ouglas S. Llinne, P.E. Geotechnical Services Manager u.n-nq.e.T.*OC—a.I•TO344-C,—a.Mll.Wtn pThls report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. OCT _000 The above test results relate only to the sample(or location)tested Copyright 0 1993 GTS 1 n �Y _ I • ` � � ���• I SOILS OBSERVATION GEOTEST SERVICES, INC. REPORT 741 Marine Drive,Bellingham,WA 98225 Phone: 360.733.7318 Fax: 360.733.7418 PROJECT: Crown Distributing JOB#: T0344 ADDRESS: 172nd Street,Arlington REPORT#: S2 CLIENT: Crown Distributing DATE: 10-16-00 CONTRACTOR:Sea-Con/Mid Mountain PAGE#: 1 of 1 WEATHER: Overcast -60' PERMIT M - INSPECTOR: DS Observation of: Site Stripping at building pad. 9:00 AM: GeoTest was on site this date to observe top soil / sod stripping within the building pad. Mid Mountain is approximately at the middle of the building and is half way completed with stripping operations. Equipment used and stripping procedures were the same as listed on report dated 10-13-00. Observed stripping depth on this date was from 8-14". 10:15 AM All areas stripped prior to and during our site visit were to firm and unyielding, competent native soil. Copies: Client Submitted By: I�Douglas S. L ine, P.E. Geotechnical Services Manager M:e-vrgKUT..w,Va. D1.1-To344.rA�a.tsoa..i�Thls report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. O The above test results relate only to the sample(or location)tested Copyright 0 1993 GTS �� u III SOILS OBSERVATION GEOTEST SERVICES, INC. REPORT 741 Marine Drive,Bellingham,WA 98225 Phone: 360.733.7318 Fax: 360.733.7418 PROJECT: Crown Distributing JOB#: T0344 ADDRESS: 172nd Street,Arlington REPORT#: S3 CLIENT: Crown Distributing DATE: 10-17-00 CONTRACTOR:Sea-Con/Mid Mountain PAGE M 1 of 1 WEATHER: Partly Cloudy --65' PERMIT M - INSPECTOR: DS Observation of: Site Stripping at building pad. 11:15 AM: GeoTest was on site this date as requested. The building pad has been completely stripped of all top soil and sod. The exposed native silty sand is firm and unyielding and ready for import structural fill placement. 11:45 AM: Mid Mountain plans to start importing structural fill tomorrow. We will be on site to test compaction as requested in the late AM Copies: Client / Submitted By: "YY"Douglas S. L_ynne, P.E. Geotechnical Services Manager M:414N*,W T..$*c�a.L-TO344,Ct .a.Lsok.on MnThls report shall not be reproduced except In full,without the written approval of GeoTest Services,Inc. O 200 0 The above lest results relate only to the sample(or location)tested.Copyright 0 1993 GTS I I SERVICES, INC. Engineers,Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, INA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mail geotest@nas.com TEST REPORT MOISTURE-DENSITY RELATIONS ❑ SOILS PROJECT: Crown Distributing JOB NO: T0344 ADDRESS: 172nd Street, Arlington, WA. REPORT NO: S4 CLIENT: Crown Distributing TEST DATE: 10-16-00 CONTRACTOR: Sea Con 1 Mid Mountain PAGE NO: 1 of 1 SAMPLE SOURCE: CSR Arlington SAMPLE DATE: 10-13-00 SAMPLE LOCATION: Bank Wall SAMPLED BY: DS LAB SAMPLE SOIL USCS PLUS PLUS TEST MAXIMUM OPTIMUM NO. TYPE SYMBOL 3/4"% #4% METHOD DRY DENSITY MOISTURE 2314 Sand W/Silt and Gravel SP-SM 16 40 ASTM D1557C 135.5 PCf 6.5% MOISTURE-DENSITY CURVE SIEVE ANALYSIS 150 _ _ — _ I _ SIEVE PASSING SPEC. SIZE % " Saturation 3" 100 - Curve - - 1-1/2" 92 - 145 3/4" 84 - - - -- 5/8" 72 - U_ — I - #4 60 - 6 — — #10 50 - v 140 #20 38 - a — — _ __ _ — #40 25 - Q — — - #60 16 - Z - - - — #100 11 - 135 — —� _ — #200 8.4 5.0 max. IL , w 130 _ I \ — *SPFCIFICATION — — Structural Fill — — -i- — Dry Sieve: ASTM C136 12$ Wet Sieve: ASTMC117 120 2 4 6 8 10 12 14 MOISTURE CONTENT ❑ PERCENT OF DRY WEIGHT Comments: Copies: Client Submitted By: Grant Richardson Technical Director This report shall not be reproduced except in lull,vAlhoul the wrillen approval of GeoTest Services,Inc. 0 0(�0 The above lest results relate only to the sample(or location)tested. 1 . I I' q r.:i�'p/1 , SERVICES, INC. Engineers,Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham,WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mail geotest@nas.com FIELD DENSITY I MOISTURE TEST REPORT • SOILS ASTM D2922 PROJECT: Crown Distributing JOB#: T0344 ADDRESS: 172nd Street,Arlington REPORT#: S5 CLIENT: Crown Distributing TEST DATE: 10-18-00 CONTRACTOR: Sea Con/Mid Mountain PAGE M 1 of 1 PERMIT#: INSPECTOR: DS Compaction of: Import structural fill at building pad Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION COMPACTION # ELEV. MOISTURE DENSITY SAMPLE % % (ft.) N (Pcfl # e s 1 North end + —10-- 7.3 133.0 2314 98 95 2 North end + --10'- 7.0 135.3 2314 100 95 Lab Moisture-Density Data: _ _- Lab Soil Source Max.Dry Optimum Retained M-D Sample Type Density Moisture on#4 Test Method # (Pcf) (%) (%) 2314 Gravel with Sand CSR Arlington 136.0 7.0 j 40 ASTM D1557-C Comments:GeoTest was on site this date as requested. Production was very slow due to problems at the pit. These two tests were taken for preliminary results for the contractor. Importing of fill was stopped at—12:00 PM. Elevation referenced from base of fill. Copies: Client Submitted By: , ouglas S. L ne, P.E. Geotechnical Services Manager qAA %VA.t.e.".P..*I.r..&V%C,—u.I-TOH4.c.—a-Iso5,mvnwThis report shall not be reproduced except in full,without the written approval of GeoTest Services,loc— NOVe above lest results relate only to the sample(or location)tested Copyright 0 1993 GTS --- 1 r I ti I �' GED "'I'ST r� SERVICES, INC. Engineers,Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham,WA 98225•Phone 360.733.7318 a Fax 360.733.7418•e.mail geotest@nas.com FIELD DENSITY I MOISTURE TEST REPORT • SOILS ASTM D2922 PROJECT: Crown Distributing JOB#: T0344 ADDRESS: 172nd Street,Arlington REPORT#: S6 CLIENT: Crown Distributing TEST DATE: 10-19-00 CONTRACTOR: Sea Con/Mid Mountain PAGE#: 1 of 1 PERMIT#: INSPECTOR: KH Compaction of: Import structural fill at building pad Field Data: TESTJ LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION I COMPACTION # ELEV. MOISTUREDENSITY SAMPLE % % (ft.) (%) (Pcf) # ATTAINED REQUIRED See Map for test location + --10" 7.5 128.9 2314 95 95 2 See Map for test location + _10" 6.9 130.1 2314 96 95 3 See Map for test location + --10" 8.6 132.4 2314 97 95 4 See Map for test location + --10" 7.3 130.2 2314 96 95 5 See Map for test location + _10" 8.5 131.8 2314 97 95 6 See Map for test location + --10" 7.6 133.8 2314 98 95 7 See Map for test location + --10" 7.6 130.0 2314 96 95 8 See Map for test location + --10" 8.0 129.1 2314 95 95 9 See Map for test location + —10" 7.4 128.5 2314 95 95 Lab Moisture-Density Data: Lab Soil Source Max.Dry Optimum Retained M-D Sample Type Density Moisture on#4 Test Method # F 2314 Gravel with Sand CSR Arlington 136.0 7.0 40 ASTM D1557-C Comments:All material placed prior to our arrival. All tests attained required compaction. Elevations measured from native soil cut. Copies: Client Submitted By: Y ouglas S.Lynne, P.E. Geotechnical Services Mara er %VA.h"d"-P,4.WT.&OCi .,a..•Tosu.ao.,.d..soe ,wpThls report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc__ Nov`I The above lest results relate only to the sample(or location)tested.Copyright O 1993 G1 S _ 1y v - -, I I I 11 Geotest Services, Inc. PROJECT �'�^����b�-s+�,���_ t►�� JOB # - 741 Marine Drive ADDRESS /Z 7- S'f ' ,t lnh,,,a'I�YJ,,k - REPORT# Bellingham, WA 98225 phone: (360)733-7318 SHEET Z ° BY �� Af-&J __ - DATE _ ~ -eV fax: (360)733-7418 DESCRIPTION It I _ _ I - --- - - -- 01. I t f Nov Z0 0 GEO 47,ST SERVICES, INC. Engineers,Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham,WA 98225-Phone 360.733.7318•Fax 360.733.7418•e.mail geotest@nas.com FIELD DENSITY I MOISTURE TEST REPORT • SOILS ASTM D2922 PROJECT: Crown Distributing JOB#: T0344 ADDRESS: 172nd Street,Arlington REPORT M S7 CLIENT: Crown Distributing TEST DATE: 10-20-00 CONTRACTOR: Sea Con/Mid Mountain PAGE M 1 of 1 PERMIT#: INSPECTOR: KH Compaction of: Import structural fill at building pad Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION COMPACTION # ELEV. MOISTURE DENSITY SAMPLE % % (ft.) (%) (Pcf) # ATTAINED RE I I I RED-- 1 See Map for test location + —1 Yz 6.8 130.4 2314 96 95 2 See Map for test location +—1 Y2' 6.3 135.3 2314 99 95 3 See Map for test location + —1 Y2 4.5 134.7 2314 99 95 4 See Map for test location +—1 1/z 9.1 133.8 2314 98 95 5 See Map for test location +--1 Y2' 7.0 133.0 2314 98 95 Lab Moisture-Density Data: Lab Soil Source Max.Dry Optimum Retained M-D Sample Type Density Moisture on#4 Test Method # ( co 2314 Gravel with Sand CSR Arlington 136.0 7.0 40 ASTM D1557-C Comments:All material was placed prior to our arrival. All tests attained required compaction. Elevations referenced from native soil cut. Copies: Client Submitted By: ouglas S. Mne,P.E. Geotechnical Service iager %W�#wW I&P,4"oTm*v\Cf�CNat-70344.a�a.a°rAwMvThls report shall not be reproduced except In full,wlthoul the written approval of GeoTest Services,Inc. { � The above lest results relate only to the sample(or locatmn)tested.Copyright 0 1993 GTS � I I I Geotest Services, Inc. PROJECT—G^c,..�►ti_�_tsC��.w1i'vL� JOB It 741 Marine Drive ADDRESS�_Z.. ~� �S'f:- ��� Ta�a_�\A/A- REPORT/ Bellingham,WA 98225 phone: (360)733-7318 SHEET 2"d�Z BY— DATE fax: (360)733-7418 DESCRIPTION I ' 14 it , .ii O I ' 1 f ' ' 1 , I i , ilf I I ( I I I I (. • I' ('� I � i { 41 FT - rT I .' j l i A46T /O U11 ,1, f ! IJ i 1+ 4I I , li � � lil li ! � I i i I I SIT SER Engineers,Geologists and WABO Special Inspectors 741 Marine Drive°Bellingham,WA 98225°Phone 360.733.7318°Fax 360.733.7418°e.mail geotest@nas.com FIELD DENSITY / MOISTURE TEST REPORT • SOILS ASTM D2922 PROJECT: Crown Distributing JOB#: T0344 ADDRESS: 172nd Street,Arlington REPORT#: S8 CLIENT: Crown Distributing TEST DATE: 10-23-00 CONTRACTOR: Sea Con/Mid Mountain PAGE#: 1 of 1 PERMIT#: INSPECTOR: KH Compaction of: Import structural fill at building pad Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE L:AB COMPACTION COMPACTION # ELEV. MOISTURE DENSITY SALE °% (ft.) N (pcf) f 1 See Map for test locations +--1 '/2 7.4 132.1 2314 97 95 2 See Map for test locations + --1 %2' 9.0 130.1 2314 96 95 3 See Map for test locations + -1 '/z 7.1 130.9 2314 96 95 4 See Map for test locations +-1 %Z' 8.0 131.7 2314 97 95 5 See Map for test locations + -1 % 7.7 128.5 2314 95 95 6 See Map for test locations +--1' 9.1 131.3 2314 97 95 7 See Map for test locations +--1' 6.6 133.8 2314 98 95 8 See Map for test locations + -10" 7.8 130.5 2314 96 95 9 See Map for test locations + -10" 7.9 128.6 2314 95 95 10 See Map for test locations +--1 Y2' 7.6 130.6 2314 96 95 11 See Map for test locations + -1 ''/z' 7.7 130.9 2314 96 95 12 See Map for test locations + -1 '/z 8.0 128.9 2314 95 95 13 See Map for test locations + -2' 7.2 133.4 2314 98 95 14 See Map for test locations + -2' 7.8 128.7 2314 95 95 15 See Map for test locations + --2' 7.3 128.5 2314 95 95 Lab Moisture-Density Data: Lab Soil Source Max.Dry Optimum Retained M-D Sample Type Density Moisture on#4 Test Method # (pcf) (%) (%) 2314 Gravel with Sand CSR Arlington 136.0 7.0 40 ASTM D1557-C Comments:Material at tests 1-9 was placed prior to our arrival, all other tests-material was spread by D6MXL Caterpillar Dozer and compacted with CS-563C Caterpillar Roller. All tests attained required compaction. Elevations referenced from native soil cut. Copies: Client Submitted By: ouglas S. Lynne, P.E. Geotechnical Services Manager vw.ereo.nq.�T..0�aa.r•rau.aa.soewwnRThls report shall not be reproduced except In full,without the written approval of GeoTesl Services,Inc. �000 The above lest results relate only to the sample(or location)tested Copyrlght 01993 GTS _ Nov _. I I Geotest Services, Inc. PROJECT w JOB #__ 2%5_4¢_ i 741 Marine Drive ADDRESSI�Z r, ,tSf 1�A_ REPORT# Bellingham, WA 98225 phone: (360)733-7318 SHEET BY DATE fax: (360)733-7418 DESCRIPTION !3 1 I- I I I ( I � i I t tI i� I f I T IT i 1 I 1 i I t. i I , � I � j j I I { � � t j • , 1 17 1 ' � r 1 GEO : SERVICES, INC. Engineers,Geologists and WABO Special Inspectors 741 Marine Drive° Bellingham,WA 98225°Phone 360.733.7318°Fax 360.733.7418°e.mail geotest@nas.com FIELD DENSITY I MOISTURE TEST REPORT • SOILS ASTM D2922 PROJECT: Crown Distributing JOB M T0344 ADDRESS: 172nd Street,Arlington REPORT#: S9 CLIENT: Crown Distributing TEST DATE: 10-24-00 CONTRACTOR: Sea Con/Mid Mountain PAGE#: 1 of 1 PERMIT#: INSPECTOR: CC Compaction of: Import structural fill at building pad Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION COMPACTION # ELEV. MOISTURE DENSITY SAMPLE % (ft.) N (pcf) # ATTAINED REQUIRED 1 See Map for test locations - --1 '/2* 7.8 130.0 2314 96 95 2 See Map for test locations ---1 '/z* 7.6 130.7 2314 96 95 3 See Map for test locations - —1 %* 8.1 128.5 2314 95 95 4 See Map for test locations - —1 MY* 7.6 128.7 2314 95 95 5 See Map for test locations -—1 MY* 6.7 128.9 2314 95 95 6 See Map for test locations ---1 M * 7.2 131.1 2314 96 95 7 See Map for test locations -—1 MY* 7.5 131.4 2314 97 95 _Lab Moisture-Density Data: Lab Soil Source Max.Dry Optimum Retained M-D Sample Type Density Moisture on#4 Test Method # (Dc1) (%) %) 2314 Gravel with Sand CSR Arlington 136.0 7.0 40 ASTM D1557-C Comments:Fill at locations tested was in place at the time of inspection. All tests achieved the required compaction. *From approximate slab sub grade. Copies: Client Submitted By: ouglas S. Lynne,P.E. Geotechnical Services Manager ,w.+,.,eun.nq.mT«m,o�c,—a.,-To344.Cl ,,,a.isog a t,pThls report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. NOV �o00 The above lest results relate only to the sample(or location)tested Copyright 0 1993 GTS i F� Geotest Services, Inc. PROJECT �`"� JOB # 741 Marine Drive ADDRESS 72 ti�J r !�p 1�N ro.J'l,YA-REPORT# Bellingham, WA 98225 �/, Z c phone: (360)733-7318 SHEET- BY DATE fax: (360)733-7418 DESCRIPTION IT I - !_.1 4- _ I T-1- - Nov ll , 1 I I i i t. I 1 GEO SERVICES, INC. Engineers,Geologists and WABO Special Inspectors 741 Marine Drive-Bellingham,WA 98225-Phone 360.733.7318-Fax 360.733.7418-e.mail geotest@nas.com FIELD DENSITY I MOISTURE TEST REPORT • SOILS ASTM D2922 PROJECT: Crown Distributing JOB M T0344 ADDRESS: 172nd Street,Arlington REPORT M S10 CLIENT: Crown Distributing TEST DATE: 10-26-00 CONTRACTOR: Sea Con/Mid Mountain PAGE M 1 of 1 PERMIT M INSPECTOR: KH Compaction of: Import structural fill at building pad Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION COMPACTION # ELEV. MOISTURE DENSITY SAMPLE % % (ft.) N (Pcf) # ATEn TAINED -REQ 1 See Map for test locations + —3' 5.6 130.1 2314 96 95 2 See Map for test locations + —3' 5.7 132.6 2314 98 95 3 See Map for test locations + —3' 10.4 128.8 2314 95 95 4 See Map for test locations + --3' 11.8 129.4 2314 95 95 5 See Map for test locations + --3' 10.5 129.8 2314 95 95 6 See Map for test locations + --3' 6.0 130.2 2314 96 95 7 See Map for test locations +—21/Z 5.4 131.0 2314 96 95 Lab Moisture-Density Data: Lab Soil Source Max.Dry Optimum Retained M-D Sample Type Density Moisture on#4 Test Method # (acf) 2314 Gravel with Sand CSR Arlington 136.0 7.0 40 ASTM D1557-C Comments:All material was placed prior to our arrival. All tests attained required compaction. Elevations referenced from native soil cut. Copies: Client Submitted By: Y ouglas S. Ly e, P.E. Geotechnical Services Manager varo.brio-nq.�T..r�c>. a.-rouc a a.s+o�m wvThls report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. NOV `/ 22000 o The above lest results relate only to the sample(or location)tested Copyright 01993 GTS I� V N I Geotest Services, Inc. PROJECT�rcu�v�bls��^��I+S L1_I�� JOB #_To3.4 741 Marine Drive ADDRESS_L2.Z ~� Sfy_tSi 3 —Y'Lk REPORT#--- Bellingham, WA 98225 phone: (360)733-7318 SHEET - Z BY— DATE to fax: (360)733-7418 DESCRIPTION R-e �c�l 7s- , r I i I ii I , i i , , , ' � • 1U67- ,-- — I j- I I , I �-.�.I , � I •j I i , � � j i. I , � l � l � , : � - � ilia ' • ► . i I , I Nov ��o <r GED SERVICES, INC. Engineers,Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham,WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mail geotest@nas.com FIELD DENSITY I MOISTURE TEST REPORT - SOILS ASTM D2922 PROJECT: Crown Distributing JOB#: T0344 ADDRESS: 172nd Street,Arlington REPORT#: S11 CLIENT: Crown Distributing TEST DATE: 10-27-00 CONTRACTOR: Sea Con/Mid Mountain PAGE#: 1 of 1 PERMIT#: INSPECTOR: CC Compaction of: Structural fill, building pad Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION COMPACTION # ELEV. MOISTURE DENSITY SAMPLE % % (ft.) (Pcf) # ATTAINED REQUIRED 1 See Map for test locations -1' SG 6.4 128.0 2314 95 95 2 See Map for test locations --1' SG 8.8 130.7 2314 97 95 3 See Map for test locations -1' SG 4.0 128.3 2314 95 95 4 See Map for test locations -1' SG 5 132.3 2314 98 95 5 See Map for test locations --1' SG 6.2 129.4 2314 96 95 6 See Map for test locations --1' SG 9.7 128.9 2314 96 95 Lab Moisture-Densitv Data: Lab Soil Source Max.Dry Optimum Retained M-D Sample Type Density Moisture on#4 Test Method # cf) (%) _(%) 2314 Gravel with Sand CSR Arlington 136.0 7.0 40� ASTM D1557-C Comments:SG= Sub-grade. Fill being placed during inspection, graded and compacted. All test locations are approximate. All tests achieved required compaction. Copies: Client Sea-Con Submitted By: 0'.vz uglas S. Lynn .E. Geotechnical Services Manager %Wo*wer+av,g.cl&T..Wwrrw.+n Dial-To3u.c, D1..sii „wi pThis report shall not be reproduced except In full,vnthoul the written approval of GeoTest Services,Inc. NOV 20 The above test results relate only to the sample(or location)tested Copyright 6 1993 GTS i 11 i Geotest Services, Inc. PROJEC: L,^ow�.D-�s ►:^�_L�fi1� __ JOB //..703_� 741 Marine Drive ADDRESS__/7Z H� �_ ►��� To+-�_�V�/A_ REPORT# Bellingham,WA 98225 phone: (360)733-7318 SHEET.—__—.._..__ BY DATE fax: (360)733-7418 DESCRIPTION .��`: `K i � i i � . . III ; • I j '- -�---t ' �-i ` • ` illy � • . � , . . ; . . . • I C I + I + 1 i 17 NOV � 11 IIII l � III : I ; I --111 li , , Il I —l11 • ; Ills � � � � � ! , ii ! I t I I I II I -- I ►. I I f GEG 1"'� T SERVICES, INC. Engineers,Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham,WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mail geotest@nas.com FIELD DENSITY I MOISTURE TEST REPORT • SOILS ASTM D2922 PROJECT: Crown Distributing JOB#: T0344 ADDRESS: 172nd Street,Arlington REPORT M S12 CLIENT: Crown Distributing TEST DATE: 10-30-00 CONTRACTOR: Sea Con/Mid Mountain PAGE M 1 of 1 PERMIT#: INSPECTOR: KH Compaction of: Import structural fill for building pad Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION COMPACTION # ELEV. MOISTURE DENSITY SAMPLE % % (ft.) N (pcfl # ATTAINED - 1 See Map for test locations + --5' 8.3 129.8 2314 95 95 2 See Map for test locations +--5' 8.0 132.6 2314 98 95 3 See Map for test locations + --5' 7.6 132.5 2314 97 95 4 See Map for test locations +--5' 7.8 130.6 2314 96 95 5 See Map for test locations + _5' 6.4 132.5 2314 97 95 6 See Map for test locations +—5' 5.9 131.6 2314 97 95 7 See Map for test locations + —5' 6.6 128.6 2314 95 95 Lab Moisture-Density Data: _ Lab Soil Source iMax.Dry Optimum Retained M-D Sample Type Density Moisture on#4 Test Method # (pcf) (%) (%) 2314 Gravel with Sand CSR Arlington 136.0 7.0 40 ASTM D1557-C Comments:All material was placed prior to our arrival. All tests attained required compaction. Elevations measured from native soil cut. Copies: Client Sea-Con Submitted By. ouglas S. ne, P.E. Geote1chnical Servi alter w.b+..e..%O.Nq.oi.T.wq�c.a...a.1-TO344 c.a..a.srx...pwpThis report shall not be reproduced except in full.without the written approval of GeoTesl Services, 'v 40 The above test results relate only to the sample(or location)tested.Copyright©1993 GTS 1 1 .• T �I 1 �� Geotest Services, Inc. PROJEC : ^o�w�b.ls ►^►_L.�. ►1�___—__ JOB J�._703_9- _ 741 Marine Drive !14 ' ADDRESS _/7 Z_--_S'f__.-, v_I� . a.-��V1/A__ REPORT#----- ----------. Bellingham, WA 98225 phone: (360)733-7318 SHEET___�' BY KA4___ — DATE fax: (360)733-7418 DESCRIPTION-_Lc _ �y'�7�� 1 tll � i Ilij II � I I � � • Ii Willi I i � 1 , � i z I I II I il } l i „ ! � l 1� , • 1 f �i i , . i 1 1 i 1 - I I I _ j-I i I 17 I a t I , , I1IIL.tli I ' ' '- � If - l : ; ' I �6 �G 1 - - _ . . _ i , ! 1 , � 1 i • . t 1 I 1 I � ' 1 � ' I it ' � � � ' ; ; . : ! . . ' ; � • , . . : . 1 i tt t'V.'Y S ERVICES, INC. Engineers,Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mait geotest@nas.com FIELD DENSITY I MOISTURE TEST REPORT ' SOILS ASTM D2922 PROJECT: Crown Distributing JOB#: T0344 ADDRESS: 172nd Street,Arlington REPORT M S13 CLIENT: Crown Distributing TEST DATE: 10-31-00 CONTRACTOR: Sea Con/Mid Mountain PAGE M 1 of 1 PERMIT#: INSPECTOR: KH Compaction of: Import structural fill for building pad Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION COMPACTION # ELEV. MOISTURE DENSITY SAMPLE % % (ft.) N (pcfl # QM 1 See Map for test locations + --4' 8.1 130.9 2314 96 95 2 See Map for test locations + --4' 7.2 132.2 2314 97 95 3 See Map for test locations +--4' 7.6 128.6 2314 95 95 4 See Map for test locations +—4' 7.6 129.7 2314 95 95 5 See Map for test locations + —5' 6.5 133.3 2314 98 95 6 See Map for test locations +--5' 8.1 128.6 2314 95 95 7 See Map for test locations + —5' 5.9 131.9 2314 97 95 Lab Moisture-Density Data: Lab Soil Source Max.Dry Optimum Retained M-D Sample Type Density Moisture on#4 Test Method # (pct) (V (V 2314 Gravel with Sand CSR Arlington 136.0 7.6 40 ASTM D1557-C Comments:Elevations in relation to native soil cut. Areas of tests 1-4 placed prior to our arrival. All other material spread with D6MXL Cat Dozer and compacted with C5563C Cat Roller. All tests attained required compaction. Copies: Client Sea-Con Submitted By: �J� Douglas S. L ne, P.E. Geotechnical Services M�aaqqer ue wy..i.T..WVCI ,an-Tosr4.cu—IN..sir gw,This report Shall not be reproduced except in full,without the written approval of GeoTesl Services,Inc. NOV V The above test results relate only to the sample(or location)tested Copyright C 1993 GTS - 'V v w� I I' Geotest Services, Inc. PROJEG C�^ow►���sr��_�.�'fi rl��________ JOB 741 Marine Drive Ne{ ADDRESS__/72 "•` �-� ���4 �-a.-t��Y�JEI-. Bellingham, WA 98225 phone: (360)733-7318 SHEET_ ZZ BYE____ DATE ..-/'a i .•a�:> fax: (360)733-7418 DESCRIPTION .L&4alL.eay��L1e>� , I � TI : 7t i 1 i I j I I IE , Mi I I l i _ _ I- ! � I it ; � I , i , II ,- I ; . ' • 1 I I ( ! . _ � I . i11 " , ICI . . . • . � � • , . � , I ti I ij lid I I � II1 . i �0 ,, .. I I I GED ._ SERVICES, INC. Engineers,Geologists and WABO Special Inspectors 741 Marine Drive-Bellingham, WA 98225-Phone 360.733.7318-Fax 360.733.7418-e.mail geotest@nas.com FIELD DENSITY I MOISTURE TEST REPORT • SOILS ASTM D2922 PROJECT: Crown Distributing JOB#: T0344 ADDRESS: 172nd Street,Arlington REPORT#: S14 CLIENT: Crown Distributing TEST DATE: 11-1-00 CONTRACTOR: Sea Con/Mid Mountain PAGE#: 1 of 1 PERMIT#: INSPECTOR: CC Compaction of: Structural fill, building pad Field Data: TEST LOCATION DEPTH/ FIELD IN-PLACE LAB COMPACTION COMPACTION # ELEV. MOISTURE DENSITY SAMPLE % % (ft.) (%) (pcf # ATTAINED REQUIRED 1 See Map for test locations --101, 6.0 128.5 2314 95 95 SG 2 See Map for test locations —-6" 6.1 128.7 2314 95 95 SG 3 See Map for test locations —101, 7.4 128.8 2314 95 95 SG 4 See Map for test locations --101, 5.3 133.0 2314 98 95 SG 5 See Map for test locations --101, 6.2 130.7 2314 96 95 SG 6 See Map for test locations —-1' 6.3 132.5 2314 97 95 SG Lab Moisture-Density Data: _ Lab Soil Source Max.Dry Optimum Retained M-D Sample Type Density Moisture on#4 Test Method # (pct) % (%) 2314 Gravel with Sand CSR Arlington 136.0 7.0 40 ASTM D1557-C Comments:SG= Sub grade. All fill at test locations in place prior to inspection. Center of pad was in process of recieving fill and grading. All tests achieved required compaction. Copies: Client Sea-Con Submitted By: Y ouglas S.-Lynne, P.E. Geotechnical Services Man a er M.V.AgcY T«WgCA+n d.l•To711.cf a a.tsucwror..yThis report shall not be reproduced except In full,without the written approval of GeoTesl Services,Inc. NOV The above lest results relate only to the sample(or location)tested Copyright 0 1993 GTS Geotest Services, Inc. PR"JEC : EL G^a►,) lsl_►: 1_l�l. i��_ _____ JO 741 Marine Drive Bellingham, WA 98225 ADDRESS 72- t14 .S`�: ►^�Lt�•Jcv�_1 ti%_. RETOR i/I ..i phone: (360)733-7318 SHEET . .. —.... ..-. _ E3Y__..___......_ DATE fax: (360)733-7418 DESCRIPTION_ L.o �,�.,__ — arL� y�?r _.._... I iilll , 1_ 11 I I i1 : 1 i 3 , , I I , ill , ; I j , • � 11t . , . . . . , ; . , ', . , 1 I 1 i 1 I -1 ij' 1 � � .�'•14 I I•~-1 1~r I : .I - j I , . , � I .,. I I I. iIt i � 1 i i I• 11 1 i ' , { . I , 1 I - s I I ' . lii - •11 . ; 111i Ijilill I II , I Ilil I s + I , •i l I � 1 1 1 � i ! I t 1 j t ! I I S I � � i _ i ! . • , I j1 � I 111lj , 114 III ' ' , I . . : i . ,I - I- - i II I I 1 I I ( ( I I / I I•I � I 'I I ' I �' 1 ' 1 ! 1 I t I ; IfI' i � I ► � i 1 1 i ! 1 1 _1_ i ; l � '} I ' � ► i + � ' � . , ; � � ' , � • it 111 NOV 1 �,� � Y I Sett Higa Engineering, Inc; 425 252 9551 ; Oct-9-00 11 :58; Page 1 /2 4� A ENGINEERING,LNG. 1721 HwmaAvenue d sAaany ■ EverM.wo.hkOW 28201 ■ [US) ■ 151 — FAX TRANSMITTAL DATE: {�"Qi— a ow TO: €fin lelmm COMPANY/AGENCY' j�u 0 06410 :6n FAX NO. (8W) y3--�-3901Q FROM- I �; ES M%M3ER OF PAGES INCLUDING THIS SHEET: r� i RECEIVED OCT 9 2000 GITY OF AR INGTON _ w .- �"-- �t `, i ; , '� � ,- -� r Sent Bk- ,Higa Engineering, Inc; 425 252 9551 ; Oct-9-00 11 :58; Page 2/2 Y MEMORANDUM to: Crown Distributing Building Design Team from: John W.Burkholder cc: Pat McQueen, Bob Power—SEA CON Paul Richart,Dave Anderson, Mark Hayes—City of Arlington Jeff Levere—Mid Mountain Contractors,inc. date; October 6,2000 re: pre-Construction Meeting Notes On October 51h Mid Mountain,SEA CON, City of Arlington and Hip Engineering,Inc.met at the Grown Distributing site to discuss the grading permit to fill and pre-load the building pad. The following is a list of items that were changes to the revised grading plan of 9-29-00: 1. The stockpile must be Ftabilized by the onset of winter with joot mat or hydroseeding. 2. 'The construction unuwice must be at least 100 feet long. The plans show 50 feet although,the specifications in the notes indicates 100 feet. 3. Truck crossing signs mist be posted along 172°d. 4. The silt fence south of the stockpile area will be moved south so'hat it is in alignment with the silt fence south of the pad itself. Between the construction area and the silt fence,a construction fence will be located to prohibit vehicles from driving on the grass. The grass will scree as a filter for runoff from the pad and stockpile area prior to when runoff reaches the silt fence. 5. All teir,porary erosion and sedimentation control features including the fencing and the construction entrtutce will be constructed per the City of Arlington's development standards. SEA CON obtained a mpy of the City of Arlington Public Works Construction Standards and Specifications. Patrick McQueen of SEA CON and 1 met with Metron to discuss construction staking, Metron will stake the temporary erosion and sedimentation control features including the construction entrance and fencing. will flag the corners of the building pad and the boundaries of the Crown Distributing parcel. In addition,Metron has agreed to provide Crown parks,LLC with the legal description and property survoy record nece&-,ary to complete the boundary line adjustment of the Parkinson parcel to create the Crown Distributing boundary. The grading permit was issued on 10/6/00. I have forwarded copies to SEA CON. if you have any questions regarding this memo,feel free to call me hero at Higa Engineering,Inc. 6F T'lioA sip IF, I r - I■■ _ 11 1 INN I r J WTI ■ 111 M �r ■ - - 11 7 11 rE Iwu bqL -% ■11 1 ■ 1 P n oni ■II' . " _ J ■1 ' ■�- L 1" M I'J�I Amrw ■111wk NO m = ■ ■1 -u 'll imLm _ ■ ' 1 - 1 -11 -1 1' M ■ 1 1 ■ _ 1J1 1 r 1- 1 u �- - ■ --• r ■ - u I im 11 _ ALL _ _ . - dill _ -'L-- ' -2 F-= ■ '� r- - -11�i k - I iplf*11 4 u I 1 1 ■ Harm 11mT■ _ 1■ _ 11 U 1 ■1 _ W� _ rrr.1 �11� ■. ■ ii� JC/ _a ��� � Ill-.li.v1 AaJ1 I ■li- e 1 I II$' �' •� - - � � ,1I ■7 ■, n Iaw 1 3 Jr— U-4 - ="I I •' IN I - . ■ 1111 11�ti I yl ■ I I 'L-Uti T<fl L ,w _ I I1 •_1 — u i r ■ 06L - ■1AJ .11 - 4 r- - 11 e6 Jr TWIT ON I r r 4■ '1 ■ ■1 -qr-�rn tilh in ■vr■M JI .r�I Im.10 -_1 !.11 12 TO W7106 I ■r■ I J I ■ 1 In Mai � MaI�I PW ■ Nor• T am 2IIJ I'1 131 It ■LTIP ` =.YL _ M — -1 ■■ i T 1ff, ■ 11 �I ■,J U - A L ---■■ 1 - r W'IrftT -y 11 NWWL `T 1•'IJmW 'EJ�110■ MENtL ONE -01 0 ■V L I I - j r on it 1 1� I I. <Lm � ♦ 0 - ' ' - 1= 1 - ■ 11 ■ L ■ 1 1 Jr • - - � ' , ■ mum A 6 Nq 1■11■ ilk I- 1=1mrom1 �� ■1 MANim1 tr'1! - 011 � , rJ _ — 1 - It = ■ ■mNI " mmq N cTo City of Arlington Building Department 9`s�IN G,SO FAX Cover Sheet Date: el.//��06 pages Number of a es to follow: e Z � s` ! Response needed As requested FYI FIRM: ;II ,— FAX #: FROM: A c bYSO� RE• U C-7 1 Additional Comments: 238 N Olympic Ave Arlington WA 98223 Ph. (360) 435-0724 FAX (360) 435-3906 i D o jo C' • • • CD 0 C Q C 0 r. n o a p, CD CD ,� v, �.. o CD CD t " O CD s ,Lf O O 0 O �n N�D {� " � �. p, CD CD 1c� O 0. A cr Oil Gn CD CD p. o ? O �• o jo a CD CD CD CD 0 CD CD CD r- rpCD CD o CD 0 CA P CD r. �I CD rQ f�D c °a CD CD �° w o d p' p' ID ~FS^ CADCD CD CD CD 0 w 'CID o UQ CD O �� �� A �1 OTD En CD 0 CD CD CD M CD o yCD r0 Q. ?� °CD a. � a ° CD O ~� b ° CDrr CD .r rn cn p' V4 . C UQ O r:YA CD CD n aCD CCD . CD 1 CD O" �. OQLn O CD `C CD CD CD CD .ny Ln CD �- O � Oo CD O o O � O 01 i , i F d o o Im, CD CD CD C a C CA b ti 0 o G. p c, E O C b� cu A, CDCD CD P, Y CD o N .3 CD 'fit CD P't A� n O �. 0 .. y CD oo CD ID O p' O drop Q OCD CD CD ft . CD CD a, �• Ri V o ° o n CD �n CD op, CD CD 0 O � r- O CD PA 0� � a � CD E. CD a C) ►D ° CD CD CD 0 0 CD O CD CD CD CD CD �-] pi CD C `C C n O O O +CD �:s CD 0 V O CD CDCD CD CD � � CD o CD a' o E CD CD o CD b d fD cD `C O 'O �d I U, CD ZS p, CCDD n. o CD r p ry) . CD r,. C p) N CD CD h r� n P, O O• O uq O O CD _ cD En m CD UP CD p 0 CD CD CD CD " v, P? Q �n � o A. te r° CD aCD CD CD `c V o aQ 00 CD � N O p O ■ I CD -h CDCD w O � CD CD CD CD CD b n CD CDG (D CD 0 �' O O En °�° CCD UQQ ro n C �, 'J o o ° ° ° C �t CAD Q CD N P °+ N CD �� .0CD CD 0 a p ... m 'C CD n ° O a> OCD p CD v� O CD bQ cD CD CD CD a� CD CD A� 'n 0 CD cCD CD oo ��„� `C oO-p CD �C v O CDCD �D 0 CD CD CD CDCD ~ CD '� �. ,fir `•'� O ohCD rr CD VQ °� 0 p CD CD CD CD CD C vi �D O CD CD r P a CD *� co CD ' O CD ' p, cn CD CD CD C) CD CD R. O CD °110 CD �'. c°D ° o CD o ' o �n o a C 0 ID �• O Off' CDO O O c. K Ln CD CD CD �. CD 0 CD Cn CD w O `L3 " CD CD C9 ry A� O CD � `�3 CD A9 CD CD K ~ o. n wa CD 0CD CD `C O O C P. cn O O R, O BCD oa V� �' a � � o � oCD C .a a coo P w ° CD y Ca a- C\ CDC ° CD CD CD pi `� CD � th O a O . En N A. r 0 a Q CCD ��' "�, 0 �n CD o a a � �� CDPO NACD P a0 b • �j °o Fl- CD a- C IL— CD CD 00 CD w 0 0 o '-n o °*� i .� o CD 9 ID CD CL CDo o y p -' o O cu cn o c o u o 0ep w .-• cD O cD cD + CD �� �' a• ° CD o � x � °orb CD a0 ~' ,.. o •a o En ca o• a o fit' o CD C P CD (D C � w CD 0 n3 ►Q a cD a P cD a Y G as ° CD CD O � ' CD ° CD q C CD � CD . C3 C) � RO CD a O P 9 v�i 0 O~ "• ,� C p- r-• O �, �-h r�-r CD ,,..r CAD 0 tt i-h O fD p� CD 7J CD o CD p CD CD M CD ° 7d ° -• ri CD O N O CD � pq cCDD �. CD .,. n CD 3 CD ~ O CD O O � � .- � ... ° c ° n ° O OCD 00 CD �OrQ �• 0 o CD C o o c ¢ n Ej ; O' v CD CD C cr C p a O P- CD CD Cn a o ° rL p d o a o `�° .� o ¢ m b �' a' ZI oO p' CD ^ � N CAD w c -* _ CD CD ol CD CD CD v ~ w 0 6. v' C) O CD ,= �. w c COD �. 0 CD CD o o•� a � � w � a � CD CD CD CD+ cr d •-* o � �• cD � O w O � c�'D CD CD cc a ° �a 00 cD 0 0 o 0 0, i i o fir' f�D C7 CD C0 CD D 9 9 a .� CD = + =' CD o a� n O Z CD CD CD CD CD cD CD r-h CD CD ^ -' Q.. O CD 0 — k n" u �• CD CL CD CD 0 0 CD 0 CDN rD r ° CD � ao CD p CAD CAD CD CD CD. �° �. 0 BCD CD up In 0 0 CD CD r-L CDP. v, CD cn En S oto �• ° � o CD CL ° ° C cD C CD c ° In CD CD ° CAD Q �5 ¢• CD C CD CD CD CD ; °a ~ CAD a ` -' O ~t N .`°j CD C4 *0UOQ (D CD CAD . ~' � o CD En.. D �• CD C y ' a TO CD 0 CD CD CD o oEO _ CD N m C �7 O N Zcn .-. CD CD CD h �n O O' BCD ua CD t.t . . aCD. CD 6 ccylD (n CD CD �' `mac Q, -t (n ... �. o cry o n °" a O CD CD CDCD A� ti7 CD rrJ p, En �. CDCD CD 0 CL �. O ° ;Z CD ry m N CD CD p ¢. CD p+, a CCD CD Cl, 0 CD 0 En In O CD O r O5. ° ~ UQ cn CD O �C p n O pi _ a 0 CD CD p CD pF � N InCD CD CD 00 CD OO O o �-h o O� .�, _ I o CD 0 0 �r o CCD n 0 o � � o �. 3 co ' 0 0 x o 00 CIN b 0 0 o i lXrv� Applicati, , i for General Permit to Discharge Stormwater Associated with I Change of Information STATE' E P A R T M E Construction Activity DEPARTMENT OF E C O L O G Y Permit # S03 - (Notice of Intent) (Please print in ink or type) Please Read NOI Instructions Before Filling Out This Form I. Contact Person II. Owner/Representative of Site (All correspondence will be mailed here) Contact Name Phone No. Owner's Name Phone No. Company Company Name Mailing Address Mailing Address City State Zip + 4 City State Zip + 4 III. Site Location/Address IV. Billing Address Site Name Contact Name Phone No. Street Address (or Location Description) Company Name City (or nearest city) Zip + 4 Mailing Address County City State Zip + 4 Provide legal description if no address for site (attach separate sheet if necessary) V. Receiving Water Information (check all that apply) A. Does your construction site discharge stormwater to: 1. ® Storm drain system - Owner of storm drain system (name) 2. ® Indirectly or directly to surface waters (e.g., river, lake, creek, estuary, ocean, wetland) 3. ❑ Directly to ground waters of Washington state. ® Dry Well ® Drainfield ® Other B. Name(s) of receiving water(s) Initial discharge is to an unnamed receiving water? ® Yes ® No VI. Construction Activity Information 1. Total area to be disturbed Acres 2. Projected construction startup / ; projected completion date / month/year month/year VII. Stormwater Pollution Prevention Plan (SWPPP) Has a stormwater pollution prevention plan been developed? ❑ Yes ® No If NO, will a plan be developed prior to the start of construction? ® Yes ® No Ecology must be notified that a SWPPP will be developed prior to the start of construction by checking the appropriate boxes above or by sending a follow-up letter to Ecology. A stormwater pollution prevention plan must be developed prior to the start of construction. 1 v Vill. State Environmental Poiwy Act (SEPA) If the SEPA process has not been completed at the time of N01 submittal, a follow-up letter must be sent to Ecology with the following information prior to Ecology granting permit coverage. Has a SEPA review been completed? ® Yes ® No ® Exempt Type of SEPA document ® DNS ® Final EIS ® MDNS Agency issuing DNS, Final EIS, or Exemption ; Date Are you aware of an appeal of the adequancy of the SEPA document? ® Yes ® No (If yes, please attach explanatory letter.) SEPA requirements must be complied with prior to permit issuance. IX. Public Notice The public notice must be published at least once each week for 2 consecutive weeks, in a single newspaper which has general circulation in the county in which the construction is to take place. See the NOI instructions for the public notice language requirements. Permit coverage will not be granted sooner than 31 days after the date of the second public notice. Note: this NOl must be submitted to Ecology on or before the date of the first public notice. Provide the exact dates (mm/dd/yy) that the first and second public notices will appear in the newspaper: Date of the first public notice _ /_ /_ ; Date of second public notice Name of the newspaper which will run the public notices Ecology is no longer requiring the submittal of the affidavit of publication. A copy of the notice to be published must be provided along with the NOI. X. Regulatory Status A. NPDES Permit (e.g., industrial stormwater) C. n Air Notice of Construction, Permit, or Order Permit No. Agency B. Lj State Waste Discharge Permit D. State/USEPA Hazardous Waste ID No. Permit No. XI. Certification of Permittee(s) `I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Owner/Representative's Printed Name Title Owner/Representative's Signature Date Sign and return this document to the following address; for questions call (360) 407-6437: Washington Department of Ecology, Water Quality Program, Stormwater Unit, PO Box 47696, Olympia, WA 98504-7696 The Department of Ecology is an equal opportunity agency and does not discriminate on the basis of race, creed, color, disability, age, religion, national origin, sex, marital status, disabled veteran's status, Vietnam Era veteran's status, or sexual orientation. ECY 020-85 (Rev. 11/95) (Appendix 1) �, I .� I Application Instructions for a General Permit to Discharge Stormwater Associated with CONSTRUCTION ACTIVITY Introduction This is an instruction document for the preparation of an application, referred to as a Notice of Intent(NOI), for coverage under a National Pollutant Discharge Elimination System(NPDES)General Permit for stormwater discharges associated with construction activity in the state of Washington. This NPDES General Permit(hereinafter called the General Permit) applies to stormwater discharges to surface waters and to storm drains. Municipalities of less than 100,000 population need to apply for construction sites which they own or operate. Owners of construction sites of less than five acres, or which will retain on-site and discharge to the ground all stormwater associated with construction activity are not required to apply for coverage under the construction stormwater general permit. Who Must Apply The owner of a construction site, where five acres or more of total land area will be disturbed must apply for coverage under the general permit if they have a discharge of stormwater associated with construction activity to a surface water or to a storm drain. At sites for which a lease, easement, or other use agreement has been obtained from the site owner, the entity obtaining the use agreement shall be the permittee. In cases where the owner(s)of a site is (are)represented by a developer, the developer should be the permittee. At sites where less than five acres of total land area will be disturbed, the owner is not required to apply unless the construction is "part of a larger common plan of development or sale." "Part of a larger common plan of development or sale" is a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. Industrial facilities already covered by the Industrial Baseline General Permit for their industrial activity, and which are planning construction which will disturb five or more acres of total land area, must complete this NOI. When to Apply The permit application called a Notice of Intent(NOI) shall be submitted to Ecology on or before the date of the first public notice and at least 38 days prior to the start of construction activities ApplicationA(see Section IX). Ecology must have the permit application during the public comment period in order to provide the public access to the applications as required by WAC 173-226- 130(5). NOTE: Ecology cannot grant permit coverage until 31 days after the date of the second Public Notice. Ecology intends to notify applicants by mail of their status concerning coverage under the permit within 10 working days of Ecology's receipt of a complete NOI. An NOI is only deemed complete after a final SEPA determination has been made, the applicant has certified that a SWPPP will be developed prior to the start of construction, the 30 day public comment period has been satisfied, and all other NOI information has been supplied. Upon receipt of a complete NOI Ecology will notify the applicant of their status either through written authorization of permit coverage or by sending a letter to the applicant giving a date when permit coverage will automatically commence. Coverage will begin from the date of Ecology's written authorization or will automatically commence on the date specified in Ecology's letter. Where to Apply Mail the signed NOI to the following Ecology office: Washington Department of Ecology, Stormwater Unit, P.O. Box 47696, Olympia, WA 98504-7696 Applicants who discharge stormwater associated with construction activity to a storm drain operated by any of the following municipalities shall also submit a copy of the NOI to the municipality: Seattle, King County, Snohomish County, Tacoma, Pierce County, Clark County, Spokane County, Washington Department of Transportation. Fees There is no application fee. You will be billed for permit fees after the permit is issued. Call(360)407-6425 for questions relating to fees. 1 r LINE-BY-LINE INSTRUCTIONS FOR COMPLETING THE NOI Completing the NOI; Notification of Coverage The NOI is an official document committing the permittee to compliance with the requirements of the General Permit. It should be completed accurately, completely and legibly. Please print in ink or type. Change of Information: Check this box if information included in a previously submitted NOI application in which permit coverage was granted has changed. An example of a change could be a new contact person, billing address, or total area to be disturbed. Include your assigned permit number in the upper right hand corner of the NOI. Your assigned permit number is in the upper right hand corner of the first(title)page of your permit. Complete only those sections of the NOI that require changes. Please submit a transmittal letter which confirms/explains the change of information in the NOI. Permit Number: Use only if you are reporting a "Change of Information" Section I - Contact Person Give the name, address, and telephone number of the person who is available 24 hours a day to respond to emergencies, and to inquiries or directives from Ecology. The contact person should be someone who is completely familiar with the site, and charged with overseeing compliance with the permit requirements. This person could be an employee, a consultant, a developer, or a contractor. Section II - Owner/Representative of Site Give the name, address and the telephone number of the person, company, firm, public corporation, municipality or any other entity which owns or legally represents the site. If the owner is the same as the contact person, enter "same as contact person" on the first line. The permit and all other correspondence will be sent to this address. An exception to this information is the billing address. Section III - Site Address Enter the street address or location description(eg. Intersection of B&C streets, also include the county)for the construction site. Construction sites which do not have a street address must also provide a legal description of the location either in the space provided or by an attachment. Section IV - Billing Address Indicate where the annual and final permit fee invoices should be sent. Also provide a contact person who can answer any questions on the billing invoices. Section V - Receiving Water Information In Part A, check the appropriate boxes for receiving water information for the stormwater discharges from the construction site. In Part A.1-Check this box if stormwater leaving your site enters a storm drain system, and indicate the name of the owner of the storm drain system; such as a municipality, flood control district, utility or private entity(e.g. industrial park) In Part A.2-Check this box if stormwater flows directly or indirectly into or over adjacent properties, through ditches or right-of-ways to surface waters of the State; the definition of a surface water includes lakes, rivers, ponds, streams, salt waters, and wetlands. In Part A.3-Check this box if stormwater from your site is discharged to the ground. Indicate by what method by checking one of the three choices. If you discharge stormwater only to the ground, you are not required to apply for coverage under the general permit. In Part B, indicate the name of the first downstream receiving water(s)which has an assigned name. If stormwater is discharged to more than one receiving water, the names of each receiving water must be listed. Indicate whether the stormwater is initially discharged to an unnamed receiving water(s)prior to flowing into the named receiving water(s)by placing a check in the appropriate box. If the discharge is to an unnamed surface water which does not eventually drain to a named surface water(e.g. a pond with no outlet), enter a description of the receiving water(e.g., ponds, creek, etc.) and check"Yes". 1 t Section VI - Construction Activity Information Give the total land area in acres which will be disturbed during all phases of the construction project. This includes all clearing, grading, and excavating, and any other activity which disturbs the surface of the land. Give the projected month/year when the construction activity will begin, and the anticipated month/year of completion of all soil disturbing and soil stabilization activity. Section VII - Stormwater Pollution Prevention Plan (SWPPP) Applicants must develop and implement the SWPPP prior to the commencement of construction activities(s). Applicants may indicate completion of the SWPPP on the NOI form or certify that development of a SWPPP will occur prior to the commencement of construction activity. If not Ecology must be notified that a SWPPP will be developed prior to the start of construction, before permit coverage can be granted. A stormwater pollution prevention plan(SWPPP)for construction sites is a documented plan primarily intended to control erosion and sedimentation caused by construction activity. These plans are not submitted to Ecology, but kept on-site or within reasonable access to the site, to be made available to Ecology and local governmental agencies upon request. Section Vill - State Environmental Policy Act (SEPA) Compliance: Ecology cannot cover the applicant under the General Permit until the following SEPA information has been provided and the SEPA process has been satisfied. Provide the following information: ■ Whether SEPA review has been completed or exempt. ■ The type of SEPA document prepared, i.e., a Determination of Nonsignificance(DNS)or a Final Environmental Impact Statement(EIS). The name of the agency which issued the DNS, the Final EIS, or which decided that the project was exempt from SEPA. Usually this agency is a representative of local government such as a city or county. ■ Provide the date the agency issued the DNS or Final EIS. ■ Whether you are aware of an administrative or judicial appeal of the adequacy of the SEPA document. If you check the yes box, provide a letter explaining the issues and status of the appeal. If necessary the SEPA follow-up information may be supplied in writing after submission of the NOI. Section IX - Public Notice The applicant must complete the 30 day public notice requirement prior to receiving permit coverage. The notice must be published at least once each week for 2 consecutive weeks, in a single newspaper which has general circulation in the county in which the construction is to take place with the following information: ■ A statement that the applicant is seeking coverage under the Washington Department of Ecology's NPDES General Permit for Stormwater Discharges Associated with Construction Activities; ■ The name, address and location of the construction site; ■ The name and address of the applicant; ■ A description of the applicant's construction activities and areas from which a stormwater discharge will occur, name(s)of receiving water(s); and ■ The statement: "Any person desiring to present their views to the Department of Ecology concerning this application, or interested in the department's action on this application may notify the Department of Ecology in writing within 30 days of the last date of publication of this notice. Comments can be submitted to: Department of Ecology, P.O. Box 47696, Olympia, WA 98504-7696." 2 NOTE: Ecology is no longer requiring the submittal of the affidavit of publication. However, a typed copy of what will be submitted to the newspaper must be sent along with the NOI. The dates that the first and second public notices will run and the name of the newspaper in which the public notices will appear must also be provided. Please note: that state law requires a 30 day public comment period prior to permit coverage, therefore permit coverage will not be granted sooner than 31 days after the date of the second public notice. The public notice may be published simultaneously with other notices such as State Environmental Policy Act notices, and Shoreline Permit notices provided the NOI is sent to Ecology on or before the date of the first public notice. Section X - Regulatory Status Parts A, B, and C request information on any existing NPDES(including stormwater permit for industrial activity), State Waste Discharge, and Air permits issued to the facility. In Washington, air emission permits are issued by local agencies or Ecology. They can be referred to by various names such as a permit, an order, or a Notice of Construction. In part D, indicate if your facility has been assigned a State/USEPA Hazardous Waste ID number, and list that number. Section XI - Certification by Permittee(s) This section should be read closely by the applicant. The responsible official or authorized representative of the owner shall print their name for clarity, then sign and date the document on the lines provided. In the case of corporations, the NOI must be signed by a responsible corporate officer or a duly authorized representative, if such representative is responsible for the overall operation of the site from which the discharge originates. For a partnership, the NOI must be signed by a general partner. For a sole proprietorship, the NOI must be signed by the proprietor. For a municipal, state or other public agency, the NOI must be signed by either a principal executive officer, ranking elected official, or other duly authorized employee. QUESTIONS Questions concerning proper completion of this form can be directed to the Department of Ecology by calling(360)407-6437. 3 HIGA ENGINEERING, INC. 1721 Hewitt Avenue ■ Suite 401 ■ Everett, Washington 98201 ■ (4251 252-2826 ■ fax: 252-9551 July 19, 2000 Dave Anderson, Building Official City of Arlington 238 N. Olympic Arlington, WA 98223 Re: Grading Permit Submittal—Crown Distributing,59`h Avenue and SR 531,Arlington Dear Dave: Please find attached the grading permit application for the Crown Distributing Facility. This package includes the following: • The application, • SEPA Checklist, • Grading and TESCP plan, • Calculation of the grading quantities Public notice information • Check_far_tbe4ermir feg� Crown is proposing to clear, grub and fill the site this fall and begin constri n� site is approximately 5.8 acres in size and will require the export of 9,864 f l 1/ c P material and the import of 31,113 cubic yards of structural fill material for -C , parking areas. Based on our calculation,the total fee for the grading perms,u..._ $122.75 is for the Grading Plan Review Fee and $523.00 is for the Grading Permit. With your approval, Crown hopes to complete the basic site work by the onset of the winter season. We have submitted a SEPA Checklist because the grading quantity exceeds 500 cubic yards. The SEPA process requires public notification so we have also provided the necessary envelopes, and vicinity map. Please feel free to call if you have questions. We look forward to hearing from you. ierely RECEIVED W. Burkholder Partner, Director of Planning JUL 2 4 Z000 CITY OF ARLINGTON crgradelet :V 1 1 � � It II 1 1 I I ,� 1 1�+ rj State of Washington ANNEXATION CERTIFICATE Office of Financial Management,Forecasting Division,450 Insurance Building,PO Box 43113,Olympia,WA 98504-3113 IMPORTANT: The following documents must be attached with this certificate(RCW 35.13.260 and 35A.14.700): 1. Three copies of the final ordinance containing the legal description of the annexed area; 2. Three copies of a map clearly showing annexed area and existing city limits on an 8%:"x11"or an 8%"xl4"size paper. Outline the annexation boundaries in red;outline former city limits in green. Maps should conform to acceptable engineering standards, including directional arrow,scale,street designations,rivers,and other relevant physical characteristics;and, 3. The original,handwritten Special Population Census Sheets used to enumerate the population and housing of the annexed area and all census summary sheets. Census procedures and definitions must follow the Office of Financial Management's(OFM) Enumerator's Manual. Duplicate copies of the census are not needed. Please contact OFM for census manuals and forms at (360)902-0597 or(360)902-0599. City/Town Arlington County Snohomish Name of the Annexation(if any) Roetcisoender Annexation Ordinance Number 1231 Amending Ordinance Number(if applicable) Date Passed Q`(� Date Passed Date Published !t ?i W Date Published Ordinance Effective Date (v Ordinance Effective Date Annexation Effective Date Annexation Effective Date Statute(s)Authorizing Annexation: RCW 35A. 14 Was a boundary or Annexation Review Hearing Required? Yes No x If yes,date of hearing Annexation Area(in acres) 178 Population and Housing Census: Housing Units 6 Occupied Housing Units Z Population 6 CERTIFICATION: I hereby certYN that,to effect the above annexation,all legal requirements have been satisfied,and that the data set forth in this certificate,incl ding tl atta zed documents,are true and correct. [CITY SEAL] a,or) Date 2/ 00 Attest:(Cityaawn Clerk) Date ���� — 0 V OFFICE OF FINANCIAL MANAGEMENT RECORD . Date Received Date Approved State Certifying Official OFM File Number (White) Office of Financial Management No Carbon Paper Needed (Canary) Department of Transportation Do Not Separate Form (Pink) Return to City/Town Return All Three Copies � )d: ;j 4� SPECIAL POPULATION CENSUS SUMMARY SHEET Year: 2000 Total Population: 6 city/Town: Arlington (Lines 8+14) (1) (2) _ (3) (4) (5) (6) (7) Total Vacant Occupied Pop Per Percent Percent Units Per Housing Housing Housing Occ. HU Occupied Vacant Structure Units Units (1)-(2) Population (4)/(3) (3)/(1) (2)/(1) 1. 1-Unit Structures 4 2 2 4 9 0% qn�� 2. 2-Unit Structures 3. 3-Unit Structures 4. 4-Unit Structures 5. 5 or More Units 6. Mobile Homes 2 100./ 7. Special" 8. Totals 6 2 a F —Special Housing: Unusual living quarters not generally considered a housing unit (e.g., boats, boxcars,tents,etc.). Only counted when occupied by person(s) meeting"resident"criteria. Specify type of housing in comments section below. Group Quarters Number of Facilities Population 9. Nursing/Convalescent Homes 10. College Dormitories 11. Mental/Correctional Institutions 12. Military Installations(e.g. barracks, BEQ) 13. Other(Specify): 14. Total Group Quarters Comments: Census Administrator or Contact Person: Name: Signed: (Mayor) (Date) Telephone#: Attest: (CityfTown Clerk or Census Administrator (Date) DayslHours of Operation: Office of Financial Management State of Washington Revised 2/94 .�„ I - - ' � _ -• - - - � - BLOCK SUMMARY SHEET Year: 200Q Tabulation of Population City/Town: Art; nat^nn By Structure Type E.D./BNA: Block: Page of HU HU Seq. Units in Structure Seq. Units in Structure No. 1 2 3 4 1 5+ IMHrrISpec GQ No. ij 2 3 1 4 1 5+ IMHrr Spec GQ 4 2 Total 1 2 3 4 5+ MH Spec GQ Population Total A 4 2 PAGE Total Housing Unit Total 4 9 Vacancy Total 2 Population Total BLOCK Total Housing Unit Total Vacancy Total ITJ4 Office of Financial Management State of Washington Revised February 1994 ' f � I 1 Q � � a T T ca r+ C � � c 2 u � cn to j N FAI W cLl I I I to ICL.� CL G � C \V a = U m ? TO � N 4 H 0 (n 7 U) O0 Z U) cv) W C U aN W a Z � � m m � d Z Y a U a 0 ~ cJ m � m C + o CL LO o � a 2 c �y � T y Y V O U _ • I � I �, I Page No. L7 Callback: 0 SPECIAL POPULATION CENSUS SHEET ENTER INFORMATION FOR ONE HOUSING UNIT PER SHEET City/Town: Arlington Block Numbering Area/Tract No.: Year: 2000 Block No.: Enumerator: One Entry Only 2 3 4 5 6 7 Housing No.of Mobile Unit Units in Home/ Street or Road House Address Apt. No.' Seq. No. Structure Trailer Special" 172ND ST . NE 6600 MH/TR Spec. If Group(Quarters, name of facility: "Each housing unit in structures having only one house address, but more than one unit, should be separately identified by the letter or number appearing on the mail box and/or door. "Special Housing: Unusual living quarters not generally considered a housing unit(e.g., boats, boxcars, tents, recreational vehicles, etc.). Only counted when occupied by person meeting"resident" criteria. Specify type of housing: Note: This form will be returned to census city without the bottom portion containing names. This will help the city to create an address list to assist in Census 2000 preparations. BY USING THIS FORM, CITY AGREES TO KEEP ALL DATA COLLECTED CONFIDENTIAL. CONFIDENTIAL List name of each person whose usual place of residence on the date of enumeration was in this household. Enter last name first and list an adult first. 1. 11. iTnQC^„ni act 2. 12. 3. 13. 4. 14. 5. 15. 6. 16. 7. 17. 8. 18. 9 19. 10. 20. Total Persons: 0 Total Housing Units: 1 office of Financial Management, State of Washington,February 1998 Total Vacancies: I ti I _ _ ,;, Page No. 0 Callback: SPECIAL POPULATION CENSUS SHEET ENTER INFORMATION FOR ONE HOUSING UNIT PER SHEET City/Town: Marysville Block Numbering Area/Tract No.: Year: 2000 Block No.: Enumerator: One Entry Only 1 2 3 4 5 6 7 Housing No.of Mobile Unit Units in Home/ Street or Road House Address Apt.No.' I Seq. No. Structure Trailer Special" 51 S.T Ave. NE 16015 1 MH/TR Spec. If Group Quarters, name of facility: 'Each housing unit in structures having only one house address, but more than one unit, should be separately identified by the letter or number appearing on the mail box and/or door. —Special Housing: Unusual living quarters not generally considered a housing unit(e.g., boats, boxcars, tents, recreational vehicles, etc.). Only counted when occupied by person meeting "resident" criteria. Specify type of housing: Note: This form will be returned to census city without the bottom portion containing names. This will help the city to create an address list to assist in Census 2000 preparations. BY USING THIS FORM, CITY AGREES TO KEEP ALL DATA COLLECTED CONFIDENTIAL. CONFIDENTIAL List name of each person whose usual place of residence on the date of enumeration was in this household. Enter last name first and list an adult first. 1. Unoccupied 11. 2. 12. 3. 13. 4. 14. 5. 15. 6. 16. 7. 17. 8. 18. 9 19. 10. 20. Total Persons: 0 Total Housing Units: 1 office of Financial Management, state of Washington,February 1998 Total Vacancies: 1 �� � r - _ ' - - ,; - - -•^-- Page No. Callback: u SPECIAL POPULATION CENSUS SHEET ENTER INFORMATION FOR ONE HOUSING UNIT PER SHEET Cityrrown: Arlington Block Numbering Area/Tract No.: Year: 2000 Block No.: _ Enumerator: One Entry Only 2 3 4 5 6 7 Housing No.of Mobile Unit Units in Home/ Street or Road House Address Apt. No.' Seq. No. Structure Trailer Special" 172ND ST. NE 5800 R Spec. If Group Quarters, name of facility: 'Each housing unit in structures having only one house address, but more than one unit, should be separately identified by the letter or number appearing on the mail box and/or door. "Special Housing: Unusual living quarters not generally considered a housing unit (e.g., boats, boxcars, tents, recreational vehicles, etc.). Only counted when occupied by person meeting "resident"criteria. Specify type of housing: Note: This form will be returned to census city without the bottom portion containing names. This will help the city to create an address list to assist in Census 2000 preparations. BY USING THIS FORM, CITY AGREES TO KEEP ALL DATA COLLECTED CONFIDENTIAL. CONFIDENTIAL List name of each person whose usual place of residence on the date of enumeration.was in this household. Enter last name first and list an adult first. 1. Cornehl , Wanda 11. 2. 12. 3. 13. 4. 14. 5. 15. 6. 16. 7. 17. 8. 18. 9. 19. 10. 20. Total Persons: 1 Total Housing Units: 1 office of Financial Management, State of Washington,February 1998 Total Vacancies: n i _ .. Page No. U Callback: SPECIAL POPULATION CENSUS SHEET ENTER INFORMATION FOR ONE HOUSING UNIT PER SHEET City/Town: Arlington Block Numbering Area/Tract No.: Year: 2000 Block No.: Enumerator: One Entry Only 2 3 4 5 6 7 Housing No.of Mobile Unit Units in Home/ Street or Road House Address Apt. No.' Seq. No. Structure Trailer Special" 1 R Spec. L172ND ST. NE 5702 If Group Quarters, name of facility: 'Each housing unit in structures having only one house address, but more than one unit, should be separately identified by the letter or number appearing on the mail box and/or door. "Special Housing: Unusual living quarters not generally considered a housing unit (e.g., boats, boxcars, tents, recreational vehicles, etc.). Only counted when occupied by person meeting "resident"criteria. Specify type of housing: Note: This form will be returned to census city without the bottom portion containing names. This will help the city to create an address list to assist in Census 2000 preparations. BY USING THIS FORM, CITY AGREES TO KEEP ALL DATA COLLECTED CONFIDENTIAL. CONFIDENTIAL List name of each person whose usual place of residence on the date of enumeration was in this household. Enter last name first and list an adult first. 1 Cornehl , Calvin 11. X 2. Cornehl , Cf K r, l4n�s�l 12. 3. 13. 4. 14. 5. 15. 6. 16. 7. 17. 8. 18. 9. 19. 10. 20. Total Persons: 2 Total Housing Units: 1 Office of Financial Management,State of Washington,February 1998 Total Vacancies: _ ! i � - i � i i � � i - � �� � i- ter _- - �� � —ter-- - i Page No. Callback: SPECIAL POPULATION CENSUS SHEET ENTER INFORMATION FOR ONE HOUSING UNIT PER SHEET City/Town: Arlington Block Numbering Area/Tract No.: Year: 2000 Block No.: Enumerator: One Entry Only 2 3 4 5 6 7 Housing No.of Mobile Unit Units in Home/ Street or Road House Address Apt. No.' Seq. No. Structure Trailer Special" 5 9 2 0 1 MHrrR Spec. I72ND ST . NE ' If Group Quarters, name of facility: 'Each housing unit in structures having only one house address, but more than one unit, should be separately identified by the letter or number appearing on the mail box and/or door. —Special Housing: Unusual living quarters not generally considered a housing unit(e.g., boats, boxcars, tents, recreational vehicles, etc.). Only counted when occupied by person meeting "resident' criteria. Specify type of housing: Note: This form will be returned to census city without the bottom portion containing names. This will help the city to create an address list to assist in Census 2000 preparations. BY USING THIS FORM,CITY AGREES TO KEEP ALL DATA COLLECTED CONFIDENTIAL. CONFIDENTIAL List name of each person whose usual place of residence on the date of enumeration was in this household. Enter last name first and list an adult first. 1. Parkinson, Gary 11. 2. Dartrinson 1)eni 12. 3. 13. 4. 14. 5. 15. 6. 16. 7. 17. 8. 18. 9 19. 10. 20. Total Persons: 2 Total Housing Units: 1 Office of Financial Management, State of Washington,February 1998 Total Vacancies: o \.b ..���FEB-27-2001 11 :27 AM GREG. BLUNT 425 334 5238 P. 01 0a • o 0 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY P,O. Box 47600 a Olympia, Washington 98304.7600 (360) 407-6000 • TDD Only (Hearing Impaired) (360) 407.6006 February 23, 2001 CERTIFIED M41L RECEIVED Mr. Greg Blunt APR 6 2001 Mr. Gary Parkinson Crown Distributing,Inc. 3409 McDougall Avenue CITY G Af1ml6G � Everett, WA 98201 Dear Messrs. Blunt and Parkinson: RE: Coverage Under the Stormwater General Permit for Construction Activity Permit Number: S03-004207 Site Name: Crown Distributing Warehouse Location: 172ad St NE at 59`h Ave NF, Arlington,WA 98223 The Washington Department of Ecology has reviewed your application for coverage under the Stormwater General Permit for construction activity for the subject site. We are granting coverage under the permit as of the date of this letter. Retain this letter with your permit It is the gf)'7clal record ofperm t coverage for your site. Note the permit number assigned for the above project. Refer to the pen, it number on any future correspondence with Ecology. Examples of the type of correspondence could be as follows: 1)If you wish to notify Ecology that there is a new 24-hour contact person for the project.2)When certain phases have been stabilized or sold. 3) When the entire project has been sold. (The permit may be transferred to the new owner.)4)When a new application and public notice is submitted requesting extended permit coverage for adjoining acreage. 5) When the site has been stabilized, submit a termination request form to cancel the permit and associated fees. Please read the enclosed permit carefully. As a permittee, you are legally obligated to comply with its terms and conditions. An accompanying document called a Fact Sheet is available upon request by calling(360)407-7156. The Fact Sheet helps explain the development process for the general stormwater permit. -Adft- 0 B-27-2001 11 :27 AM GREG. BLUNT 425 334 5238 P. 02 Mr. Greg Blunt Mr. Gary Parkinson February 23, 2001 Page 2 Storm-water Pollution Prevention Plan (SWPPP) The most significant requirement of the general permit is the development, implementation, and maintenance(revision) of a Stormwater Pollution Prevention Plan for the entire duration of the project. Implement the SWPPP as the first step when starting construction. Plan requirements are given in Special Condition S9 of the permit. The purpose of the SWPPP is to reduce, eliminate, and prevent the pollution of stormwater through the application of Best Management Practices. Failure to prepare and implement an adequate SWPPP could result in violations of state and federal laws and regulations. Retain the SWPPP on or near your project. The SWPPP shall be made available upon request from Ecology or local government inspectors. Permit Fees State law (RCW 90.48.465) requires that all permittees pay an annual permit fee. Tf your permit goes into effect during the State's fiscal year(June 30—July 1), the initial fee will be prorated to the quarter. Future yearly billing notices will be mailed to you in August. Permits that terminate during the State's fiscal year will have their fees prorated. Ecology will not process refunds if the ending balance of the fee account is less than one hundred dollars ($100). If you would like more information on the fee process, contact Bev Poston, Fee Administrator, Department of Ecology at(360)407-6425. Appeal You, or a third party,may appeal Ecology decision to issue a general stormwater permit for your site. The appeal is limited to the general permit's applicability or non-applicability to your project, not the permit itself. An appeal may be filed with the Pollution Control Hearings Board, P.O. Box 40903, Olympia,WA 98504-0903 within thirty days from the effective date of your permit. In addition, a copy of the appeal must be served on the Department of Ecology,P.O.Box 47696, Olympia, WA 98504-7696. Enclosed is a copy of RCW 43.21 B.310 that lists the procedures and requirements for the appeal process. Notice of Termination After your site has undergone final stabilization, submit a Notice of Termination form(located in the back of the permit). Final stabilization is defined as follows. There are no bare soils remaining, the landscaping is well established,paving is complete, all temporary sediment and erosion control devices have been removed, and all stormwater discharges associated with i i ., _B-27-2001 11 :21 AM GREG. BLUNT 425 334 5238 P. 02 Mr. Greg Blunt Mr. Gary Parkinson February 23, 2001 Page 3 construction activities have been eliminated. Permit fees continue until Ecology receives the completed termination form. New Federal and State Regulation Ecology will be opening up the general stormwater permit that has just been issued for your project in 2003 to incorporate new federal and state regulations. After the revision of the permit proccss, a copy of the newly revised version will be sent to you if your project is still active. Ecology will notify you of any new regulations associated with the general permit. For questions regarding the proccss, please contact Keith Johnson at (360) 407-6442. Ecolo`v Regional As§lstance If you have questions regarding stormwater discharges for your construction site, select the county where your construction site is located and call the Ecology staff person assigned to that county: 7cmi y }» n � 3�.. - .�� �is .fir X"';y".x�t'� -,f.-.: .a --. Bob Wright (425) 649-7060 Island, San Juan, Skagit, Whatcom Sean Callahan (425)649-7223 Snohomish and Kitsap Ron Devitt (425) 649-7028 King County Pleasc call Linda Matlock at(360)407-6437 if you have any questions regarding this letter. Sincerely, Tucvb 2q� Mclodie A. Selby,P.E.,Manager Program Development Services Water Quality Program Enclosures cc: Bob Wright, Ecology,NWRO _� I HYDRAULIC PROJECT APPROVAL State or Washington RCW 77.55.100 -appeal pursuant to Chapter 34.05 RCW Region gion 4 at of Fish and Wildfire R 4 OPAce 16018 Mill Creek Boulevard >a�j�I,IYB Mill Creek,Washington 98012 DATE OF ISSUE: January 12, 2001 WR 6 200 LOG NUMBER: 00-E8712-01 PERMITTEE AUTHORIZED AGENT OR CONTRACTOR Crown Park, LLC Higa Engineering, Inc. ATTENTION: Greg Blunt ATTENTION: John Cherry, P.E. O 3409 McDougall Avenue 1721 Hewitt Avenue, Suite 401 Everett, WA 98201 Everett,EA 98201 O 425-252-4192 425-252-4192 PROJECT DESCRIPTION: Install Stormwater Detention Facilities PROJECT LOCATION: South of 172°d Street NE at 59L°Avenue NE in Arlington, in northern Snohomish County # WRIA WATER BODY TRIBUTARY TO 14/ SEC. SEC. TOWNSW RANGE COUNTY 1 07.0060 Edgecomb Creek Quilceda Creek NE 27 31 North 05 East Snohomish PROVISIONS 1. TIMING LIMITATIONS: The project may begin April 1,2001 and shall be completed by December 31,2001. 2. Work shall be accomplished per plans and specifications entitled, Crown Distributing,Inc.,dated December 8,2000, and submitted to the Washington Department of Fish and Wildlife,except as modified by this Hydraulic Project Approval. These plans reflect design criteria per Chapter 220-110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 3. The Stormwater detention facility shall consist of an open detention pond and biofiltration swale which are sized according to calculations and requirements described in"Detailed Drainage Report for Crown Park/Crown Distributing Site Development,"dated December 8,2000 and submitted to the Washington Department of Fish and Wildlife in conjunction with the Hydraulic Project Application. 4. The stormwater detention facility shall be constructed with restrictive orifices set at t/2 of the pre-developed two-year, 24-hour,design storm and set at the pre-developed 10-year and 100-year pre-developed,design storms. 5. Erosion control methods shall be utilized to prevent silt,sediment,pollutants and muddy water from entering streams and wetlands. These may include,but shall not be limited to temporary sediment ponds,straw bales, filter fabric fences,check dams, and mulching of exposed areas. 6. Wastewater from the project activities and de-watering shall be routed to an upland area for removal of fine sediments and other contaminants. Only clean, unpolluted water shall leave the site. 7. The biofiltration swale shall be vegetated with water tolerant plants and grasses. 8. The detention facilities shall be maintained as necessary to assure it functions to design specifications. 9. Extreme care shall be taken to ensure that no petroleum products,hydraulic fluid,fresh cement,sediments,sediment- laden water,chemicals,or any other toxic of deleterious materials are allowed to enter or leach into the stream. Page 1 of 3 �l HYDRAULIC PROJECT APPROVAL state of Washington .f RCW 7755.100-appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife Region 4 Office 16019 Mill Creek Boulevard WOLUX Mill Creek,Washington M12 DATE OF ISSUE: January 12. 2001 LOG NUMBER: 00-E8712-01 10. All bare earth areas shall be protected from erosion and appropriately revegetated prior to final inspection or completion of the project. SEPA: _.MQI1 S 6jCity of Arlington final on June 27,2000. APPL N ACCEPTED: January 3,2001 ENFORCEMENT OFFICER: Oosterwyk 130 [P3] &Vid W. Brock (425)379-2302 �,� for Director Area Habitat Biologist / WDFW GENERAL PROVISIONS This Hydraulic Project Approval(HPA)pertains only to the provisions of the Fisheries Code(RCW 77.55 - formerly RCW 75.20). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s) performing the work. This HPA does not authorize trespass. The person(s)to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge,possibly punishable by fine and/or imprisonment. All HPAs issued pursuant to RCW 77.55.100 or 77.55.200 are subject to additional restrictions,conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 77.55.110 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER,that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 77.55.170. APPEALS- GENERAL INFOR.'MATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL,THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS (WAC 220-110-340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100, 77.55.110, 77.55.140, 77.55.190,77.55.200,and 77.55.290: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA;or Page 2 of 3 I I I I HYDRAULIC PROJECT APPROVAL state or Washington D�a RCW 77.55.100-appeal pursuant to Chapter 34.05 RCW Department of Fish and Wildlife Region 4 Office 16018 Mill Creek Boulevard WULN MID Creek,Washington 98012 DATE OF ISSUE: January 12. 2001 LOG NUMBER: 00-E8712-01 (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level, but if not, you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia,Washington 98501-1091 and shall be RECEIVED by the Department within 30-days of the denial or issuance of a HPA or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this informal appeal, a formal appeal may be filed. B. FORMAL APPEALS (WAC 220-110-350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100 OR 77.55.140: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HPA,or the conditions or provisions made part of a HPA; (B) An order imposing civil penalties;or (C) Any other"agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501-1091,shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, the deadline for requesting a formal appeal shall be within 30- days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TARN PURSUANT TO RCW 77.55.110,77.55.200, 77.55.230,or 77.55.290: A person who is aggrieved or adversely affected by the denial or issuance of a HPA,or the conditions or provisions made part of a HPA may request a formal appeal. The request for FORMAL APPEAL-shall be in WRITING to the Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office,4224 Sixth Avenue SE,Building Two -Rowe Six,Lacey,Washington 98504; telephone 360/459-6327. D. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL,THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. Page 3 of 3 i - HIGA• BURKHOLE ASSOCIATES, LLC LAND USE PLANNING / CIVIL ENGINEERING LETTER OF TRANSMITTAL TO: "W,11 Richart �_ DATE: 6-Apr-01 City of Arlington FROM: John Burkholder/Tasha White RE: Crown Distributing Grading Plans WE ARE SI'sND1NTG YOU LJ ATTACHED O UNDER SEPARATE COVER VIA Till: FOLLOWING ITEMS: 2-sets of the Crown Distributing Grading plans. [II�.SE AFDC.7 itA1,S`;!TT[D: FOR APPROVAL El FOR YOUR USE AS Fu QUESTED O FOF2 TZ.VIIE W& COMMENT i<.)R El RFVltF'W, SIGNING&RETUP,,N NFcS S At,E RECEIVED APR 6 2001 C! OF AR INO 04 1721 Hewitt Avenue 0 Suite 401 ■ Everett, Washington 98201 ■ (4251 252.282B ■fax: 1425) 252-9551 i i P Crown Distributine Site Leeal Description PACIFIC NORTHWEST TITLE COMPANY SUBDIVISION GUARANTEE DATED JANUARY 14, 2000, ORDER NO. 10407-1 THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON; EXCEPT ROAD RECEIVED JUL 2 4 2000 CITY OF ARLINGTON J I Crown Distributing Site Legal Description PACIFIC NORTHWEST TITLE COMPANY SUBDIVISION GUARANTEE DATED JANUARY 14, 2000, ORDER NO. 10407-1 THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON; EXCEPT ROAD Crown Distributing Site Legal Description PACIFIC NORTHWEST TITLE COMPANY SUBDIVISION GUARANTEE DATED JANUARY 14, 2000, ORDER NO. 10407-1 THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON; EXCEPT ROAD Crown Distributing Site Legal Description PACIFIC NORTHWEST TITLE COMPANY SUBDIVISION GUARANTEE DATED JANUARY 14, 2000, ORDER NO. 10407-1 THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON; EXCEPT ROAD y , r )< X X in: In i In I in X in in In W in n n n n n n n h n t0 CD d CD tT A W: N D = cn Z In < m T m o o au A a rwv o cn Wo CTj � W O D O O O o 0 0 o o tO C D m � O m m O D T D ch 0 Z 3 I I n m m i f l l I I U' v IC I OC) > w G) w p-4 y0 a 0o rn a a - C) 0 0 0 0 0 0 0 C.) Tv Qm c T � 7 G) a A N O N '4 -q N t0 co V A W Z W O N A co OD w n Jo m c j IA t7 O OD D y m _ O > N A OD Q7 V T O CDO Ut fn tr O O c N 11) —I m i O O W— j A to V V pNp T DN co O �l N W OWD A ?1 m Cl) cn o 0 Ln tLn On o tin r A T m _ D N � m OD O to A O O A OT 0 Ln (O OD A n C tO0 O V W A A W —1 00 r c 9 m a m _n > j a C j A w A to °' O m W a) tin OOD UWi t00 co A O Tt 00 r° A W N W A O N (0 .00D T C A (T t0 W N A to O O r —I ?j _r � O O to t0 t0 O O O m o z o < 3 0 a m m 00 v L. I I r, r r 74 f t1-.c-�.�•t., ENGINEERING & STORM DRAINAGE PERMIT # —t I Se DATE: ` NAME: oiroa-m ADDRESS: UL( 5�,wA-b�� S •j / TYPE OF BUILDING: PLEASE NOTE ALL NECESSARY CORRECTIONS OR REQUIREMENTS ON SITE PLAN IN RED. APPROVED\YES DENIED\NO STORM DRAINAGE DRAWINGS STORM DRAINAGE CALCS ROW REQUIRED AMOUNT REQUIRED: EASEMENT REQUIRED AMOUNT REQUIRED: CURB GUTTER SIDEWALK PAVING TRAFFIC MITIGATION FEES TOTAL ADT x $50: AMOUNT 0 .,M =gjXTI6N FEE: RECEIVED CITY ENGINEER: Auc 1. 0 2000 DATE: STY OF ARLINGTON I f 7« 5 i-F 2 ?'1 S �1 e O�^e✓LF i s -6 21 e 0 v t v i n F p W i 4/6 C0 4 r'2�ui f es i.ti b�o..c�c,�c��'PC4g s See Q, ect Xh �ron-- i�vG 't r�al).// r�liz�B was IIuO� ee Gc�ncerv►i a.bo �'Ylc.rdh( `U^•�I w►uG� alr�� / ham -re-SC Lo d; 1 0 "� 5-1-0.r► r p��•,r� J s w,e �Q,��,�� �•► __ `, ,L� S h o � �1�� ��i- 3 �'„�.�..K � I 5 Q.Q �s�� ✓ -�'�- ram- � IN c ro2 IN GAO PC _ 6 6 r o x J Gil �►ram( 7 �ZZ ,7� wC SlA��oN Patrick J. McQueen Project Manager CONSTRUCTION MANAGEMENT-GENERAL CONTRACTOR 44or 165 NE Junipe ah r Slreet, Suite 100 Tel-425/83 1102.1 Is'79726 ah Fax-425/837.1585 • A pmcqueen®seattleconstructiorr.com Washington License No•SEACOL'11R7 /� 61 � l i t CITY OF ARLINGTON CONSTRUCTION X GRADING PERMIT 00 4 /sg ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. j OpNEER ,4 ;,��,y� MAIL ADDRESS C11Y ZIP PHONE 425-252-4192 John Bar rgen/ Crown .Distributing 3409 McDougall Av_eEverett , WA 98201 425-252-- ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE Hires F.noinePring . Inc. 1721 Hewitt Ave Suite 401 Everett , WA 98201 42,5-252-2826 GEN RAL An ACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N �ArON 165 XF uniper S . Sui _ 100 IssaQuah, WA 98027 425-837-9720 MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE/ ZA PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE 3 CLASS OF WORK C®NE W ❑AUDITION ❑ALTERATION ❑REPAIR ❑DEMOLI LION ❑BUILDING RELOCATION QVALUATION OF WORK Tara- P+u- = 31,115 Wyj 15, -Mt- RAM RtylaA� f5 ►s 22,1s. _OiZ 694VK�6 PAP-Mff Is �7,3.00 zs w DESCRIBE WORK 3Gradin in preparation for future buildinq site. m PRUPUSI D USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- Lou N A TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- 9 LLGAL IAM RIPEION 01 PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIFS) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK J J LUF BLOCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE a �� �� GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO w ,��� 7 VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR w v LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF J TAX ID NUMBER FROM PROPERTY TAX STATEMENT a CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. 2 2 7 310 5-1-0 01-0 0 0 4 & 2 7 310 5-1-0 2- 10 2,oz SIGNATURE OF CITKACTORORAVItIPMED NT DATE (OJT JOB AUURLSS r-�9-a000 ? SE corner of 59thAe & SR 531 ( 172nd St X (OPPICE lisp ONLY) (ANT PLUMBING NO. TYPE OF FIXTURE FES :s FIXTURES NO. TYPE OF EQUIPMENT FEE x's FIXTURES WATER CLOSHr CMILEIT) IR COND.UNITS-H.P. EA. tip-list" ATHTUB EPRIGERATION UNITS-)Lf.E& ti .list•" VAT'ORY(WASH BASIN) 3OILERS- P.EA. Igtip.list- IIDWEa AS FIRED A.C. NTI'S-TONNAGE F.A. Zqtdp.list•' TCIIEN K do DISPOSAL -ORCED AIR SY S-B.T.U. MEA ISHWASHER ALL HEATERS-1B T.h M UNDRY TRAY NIT HEATERS-B-r.U. M LOTHM WASHER VAPORATIVECOOLFp' ATER HEATER LnT, RINAL KINKING FOUNTAIN LOOR DRAIN 'PM ACUUM BREAKERS OOP DRAINS-RAINLEADERS /'�`S y'-1 INK SERVICE-BAR,ETC.) V / nL=S.75 SUB TOTAL (S TOTAL PERMIT M M IT �- TOTAL FEE L FEE SIDL YARD SL I BACK SFRLLI SL I BACK REAR YAR PLAN CHECK FEE RECEIPT NO. USt /UNI LOT AREA VACANT 511 ION FEE I]YES TYPE OF CONST OCCUPANCY GROUP NO OF DWELT 'LDING $ SILL OF BLDG, NO,OF STORII_S MAX.OCC.LOA PLUMBING F IRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL STATE BLDG.CODE COMMENTS , / ENERGY CODE SURCHARGE PENALTY U BL. SEC 303(a) E C E r V E D WATER/SEWER FEES TOTAL J U L 2 4 200d PERMIT VALIDATION WHEN PROPERLY VALIDATED IIN THIS SPACE) THIS IS YOUR PERMIT 6 RECEIPT CITY OF ARLINGTON PAID CR# BY BUILDING OFFICIAL DATE cc: ASSESSOR,APPLICANT,TREASURER,BLDG. DEPT. RECORDS COPY CITY OF ARLINGTON CONSTRUCTION X GRADING PERMITS / ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. �. OWNLR r, MAIL ADORE SSCIIY ZIP PHONE 425-252-4192 61 (3u,gr John Barareenr Crown Distributing 3409 McDougall Ave Everett , WA 98201 425-252- ARCHITECT OR DESIGNER MAIL ADURFSS CITY ZIP PHONE Kira F,nriineering . Tn . 1721 Hewitt Ave Suite 401 Everett , WA 98201 425-252-2826 GEN RAL CON ACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N SPArON 165 NTIF Juniper St 1,;ujhe 100 Issaquah, WA 98027 425-837-9720 MLCHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE IT NA 3 CLASS/ L AASS Of WORK CO©NL W ❑AUDITION ❑ALTERATION ❑REPAIR ❑DEMOLI TION ❑BUILDING RELOCATION M VALUAI ION OF WORK Z > -r6T +u_ = 31,113 w�d s` 'Mt �r� TZi✓vi� ��� I-, ( Z2�7s. `lte CZ4V�6 MAWT� IS$SZ�,� Lu LLu DESCRIBL WORK E- Gradin : in preparation for future buildinq site . m PROPOSE D USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- w N/A TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- Z LL(,At_UI�(RIP I ION Of PRUPI RTY (SHOWN REI OW OR A11 A(_ (E OUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK J LUI RLCCK - OF See attached WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE a GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO w VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR J TAX ID NUMBER FROM PROPERTY TAX STATEMENT LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF 0- CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. 2 273105-1-001-0004 & 273105-1-002-0102 SIGNATUREOFC NTRAOCRORAUTUPRIZED60fw DATE IOBADDRISS f SE corner of 59thA & SR 531 172nd St X (OPI'lell 115E ONLY) PLUMBING NI NO. [YPEOF FIXTURE PER PIXTURTS NO. 1YP9OF BOUIPMQiT PEE :'s FIXTURES A'TER CLOSET TOILE I I OND.UNITS—H.P. FA. 7 ui .lit TATIITUB 1EPRihLRATION UNITS—IT.P.EA 3qdP.lit*" VATORY(WASI I BASIN) 1OILERS II.P.EA. ' tip,lit" I IOWT1t ,AS TIERED AN_UNITS—TONNAGE F.A. ?qdp.llt•' ICI IEN SINK R DISPOSAL 'ORCED AIR SYMMS—B.T.U. MCA ASI'WASHER ivALL IIEATERS—6T1.U. M JLUNDIZY TRAY NIT 1IEAT13RS—B.T.u, M LOTIIES WASI1ER WAPORATIVECOOLER WATER HEATER DRYERS RINAL ENTIWT[ON PAN )RINKING I?OUN'f'Al ANGR IIOOD COMMERCIAL 'LOOR DRAIN %IR HANDLING UNIT— CPM VACUUM BREAKERS TrOVE LOOF DRAINS—RAINLFADERS. VIErAL FIREPLACE&CHIMNEY INK SERVICE—BAR,ETC.) NATPR IIEATER \ AS PIPING '(up to S-$3.00,eddnl.=S.75 ' —Equipment list must be provided O SUB TOTAL SUB TOTAL PERMI'C PERMIT TOTAL PER __ _TOTAL FEE SIDLYARDSIIBACK STRILISLIBACk REAR YARD SETBACK PLANCIIECKNUMBER PLAN CHECK FEE FEE RECEIPT NO. USE /ONI LOT AREA VACANT SITE FEES VALUATION FEE ❑YES ❑NO 1YPL 0E CONSI OCCUPANCY GROUP NO OFDWELLING UNITS PLAN CHECKING VG BUILDING $ SILL.OI BLUC._ NO.Of SIORILS MAX.000.LOAD PLUMBING I IRE SPRINKLLRSREQUIRE[) ❑YES ❑NO MECHANICAL STATE BLDG.CODE COMMENTS, r ENERGY CODE SURCHARGE C E I V E D PENALTY U.B.C. f^iC(J/W/✓(,1 v I SEC.303(a) WATER/SEWER FEES L24z000 �`� TOTAL x CITY OF ARLINGTON PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE)THIS IS YOUR PERMIT 6 RECEIPT t�J PAID CRM BY RR V RE �— OAT E I4cc: ASSESSOR,APPLICANT,TREASURER.BLDG. DE . 4 RLIIIDE OFFICIAL RECORDS COPY Crown Distributing Site Legal Description PACIFIC NORTHWEST TITLE COMPANY SUBDIVISION GUARANTEE DATED JANUARY 14, 2000, ORDER NO. 10407-1 THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON; EXCEPT ROAD