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HomeMy WebLinkAboutWater Dist. #1 Pressure Zone #2 Water Storage Tank Reports - BLD Engineering / Geo-tech Reports - 4/18/2002 KraZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 18,2002 KA Project No.: 106-02015 T. Bailey, Inc. Ms.Bonnie Brodie 12441 Bartholomew Rd. Anacortes,WA 98221 RE: Belfair Water Dist.#1,Pressure Zone#2,Water Storage Tank/Belfair,WA Dear Ms. Brodie: In accordance with your request and authorization,the following test data are presented on the following reports, i which are enclosed: March 25 Field Report No. 5995—Density Report No. 3045 Particle Size Distribution Report-Sample No. P3122 Compaction Test Report- Sample No. P3122 April 1 Field Report No. 5948 April 1 Field Report No. 6063 Particle Size Distribution Report- Sample No. P3153 Compaction Test Report-Sample No. P3153 April 2 Field Report No. 6064 April 9 Field Report No. 6222 Testing Reference to Field Report No. 6222 April 10 Field Report No. 6161 Referenced concrete reports and compressive strength data will be mailed following 28-day tests,if applicable. If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office. Respectfully submitted, Penn Seely,Laboratory Manager l, Peninsula Division 6 u V PSJm ' AM2520 a Enclosures p1 Cc: Mason Cry.Bldg.Dept.—Mr.Lang Waters d Belfair Water Dist.- Mr.Jerry Hukill With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE,Suite 3C•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 f *1 ISAKraZan & Associates , Inc . FIELD REPORT NO: 6161 GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION • NATURAL RESOURCES/WETLANDS DATE: L�-• \O--Cj_�_ CONTRACTOR:. PROJECT* 10("- C1�a01-'� JURISDICTION: � tR PROJECT- I_�f't`FAT c�t4y:0 I \^Kj i� PERMIT#: CLIENT-. A\LFN .S 1QC,- INSPECTOR: 'C--) . 5 KRAZAN PROJECT MANAGER: �S'C3 WEATHER: 10 TEMP: fS!j' C.aVv�f A� f tc�t� c�F t3AC_lZF\l 1. GLACE D p� Tf°�.►.StZ��AS�_ Co --t t1t'<'tccz PLAC�.b Ail,VrZ' c. L T� �1Z1 i tvn1 Ct:kT ltZG-n4,A•`t wAS t�P\hnw.CLI _ *Q"lLtsA.tk_Vi;S< \vJC C.:30AGF:,a C�n.3s ot'. L IIzn T1,A,C--kkV \LL- S y1cr-SC>'5-: 0 \41G� 1 5 F'uq C.. _tom I��� rz�»P►:� --i�'�- i To the best of my knowledge,the abo WAS/WAS NOT-performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Tech n: 215 West Dakota Avenue Clovis,CA 93612 (559)348-2200 1501-15th St.NW Suite 106 Auburn, WA 98002 (253)939-2500 4231 Foster Ave. Bakersfield,CA 93308 (661)633-2200 20714 State Hwy 305 NE Suite 3C Poulsbo,WA 98370 (360)598-2126 1025 Lone Palm Ave.#8G Modesto,CA 95351 (209)572-2200 19501 144th Ave.NE#F-300 Woodinville,WA 98072 (425)485-5519 545 Parrott St. San Jose,CA 95112 (408)271-2200 11913 NE 103rd Ave. Vancouver,WA 98662 (360)254-3200 123 Commerce Circle Sacramento,CA 95815 (916)564-2200 dKrazan & ASSOCIATES,INC. GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION DATE: April 9, 2002 CONTRACTOR: T.Bailey PROJECT#:106-02015 PROJECT: Belfair Zone 2 Tank INSPECTOR: P. Seely LOCATION: Belfair, WA KRAZAN PROJECT MANAGER: Jeff Bowers Reference to Field Report#6222 dated April 9, 2002: A sample of building sand was delivered to the Krazan Laboratory by Krazan field inspector Penn Seely. The sample was split into several smaller samples, all of equal weights. To each of the smaller samples varying amounts of lime were added. After thoroughly mixing the lime and sand, the pH of each sample was determined. The sample with pH value of 10.5 was determined. From the known amount of lime added to this sample, the amount of lime to add to a bulk amount of sand was calculated. This value was determined to be 7.2 lbs of lime per ton of sand. i Note: Mixing of samples in the laboratory may be more thorough than what is achievable in the field. As a result, the client may choose to add an amount of lime higher than that stated to account for on site inconsistencies. i I 1 E 3 z Technician: 215 West Dakota Ave.,Clovis,CA 93612 (559)348-2200 226 N.Sherman,Ste.A,Corona CA 92880 (909)549-1188 4231 Foster Ave.,Bakersfield,CA 93308 (661)633-2200 1501 15'"St.NW#l06,Auburn,WA 98002 (253)939-2500 1025 Lone Palm Ave.,Ste.2E,Modesto,CA 95351 (209)572-2200 20714 SR Hwy.305,Ste.3C,Poulsbo,WA 98370 (360)598-2126 545 Parrott St.,San Jose,CA 958112 (408)271-2200 19501 144i°Ave.NE#17300,Woodinville,WA 98072 (425)485-5519 123 Commerce Circle,Sacramento,CA 95815 (916)564-2200 11913 NE 1031"Ave.,Vancouver,WA 98662 (360)254-3200 FIELD REPORT NO: 6222 Kr',aZan & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING `CONSTRUCTION TESTING AND INSPECTION • NATURAL RESOURCES I WETLANDS DATE: L Alai aft �-- CONTRACTOR: PROJECT#: f /17 — JQc� D/5 JURISDICTION: PROJECT. Q- PERMIT#: CLIENT: L-F INSPECTOR: SAX KRAZAN PROJECT MANAGER: �( WEATHER: (' r4-1c:2 — TEMP: �S eIrIN7 Z; Az s « 40ic ld& lei 09 To the best of my knowledge,the aboy&94 NOT performed in accordance with the ap plans,speci ons,and regulatory requiremen . Super!nten dent/Re presentative: Technician: ppe7d 215 West Dakota Avenue Clovis,CA 93612 (559)348-2200 1501-15th St.NW Suite 106 Auburn, WA 98002 (253)939-2500 4231 Foster Ave. Bakersfield,CA 93308 (661)633-2200 20714 State Hwy 305 NE Suite 3C Poulsbo,WA 70 (360)598-2126 1025 Lone Palm Ave.98G Modesto,CA 95351 (209)572-2200 19501 144th Ave.NE#F-300 Woodinville,WA 98072 (425)485-5519 545 Parrott St. San Jose,CA 95112 (408)271-2200 11913 NE 103rd Ave. Vancouver,WA 98662 (360)254-3200 123 Commerce Circle Sacramento,CA 95815 (916)564-2200 i (I FIELD REPORT NO: 6064 V*,..r,aZan & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION • NATURAL RESOURCES/WETLANDS DATE: d 02 ,Tp� .Z CONTRACTOR: PROJECT#: lif ,�-0 (S JURISDICTION: l/ Xi P AI G PROJECT: l e c-444 r 1Z ` 4"K PERMIT#: C0 414f ge0.�- — d D 08 7 CLIENT: A tLf±Z INSPECTOR: J. atkoo N KRAZAN PROJECT MANAGER: yu WEATHER: ��'�f'7' TEMP: Jr aN </7 e b y /f P y G'&.r 7" /n le S�'cdC Qom( //1��r'C 7�/G/✓ O J� &/n/X0 K e 000 C4 N C«p- t AlD 4 itktA e0 -/(!Rv /70acti comcIrI,-fe v(17101e 4v AA e Meet r j l r 1-,,e4j Ago u N o /' (Re L,1dot 5 1-r4 eF—b v rr r45 / �e b Art, a 44Wm- (d eV- . _ L- L4,9 -r ekltf T'�tt r (3�2 � 4-0 O ,� S G U wrD �•9"✓S P Gt/'.�f L��td vAe l?P - S`l e e L /.t/0 rN 0 r4 u S ly /N sPPC7P-6, l��Si e Q��A w--w r t et)d eu- 1?Le y v t(,'BM .v e e'llP e k,e Z0 A/woe.." u/A.f -geJew4ey Ctl l;j,=, tz.rNg A?RS7~rF / ,e(de ec..c-�L,-E eic rV iRNo eN.4--vle. iN N FotZw,#s,/'CP. �'S� P (-e tee. .) ex /r W o a w-5 Gl Flt e C.44T AT' m4r 140 lc-1 a e- ) /f rl e, u,2 en s r I ae -fir t�i AJ S . I i 3 �84- I I i I t 11 To the st m wl ge,t e a v7 WAS NOT performed in accordance ith the approved plans,specifications,and regulatory requiremerfts. Super' n ent/ res rat i e: To i !an: t 215 We Dakota Avenue Clovis,CA 93612 (559)348-2200 1 1-15th St.NW Suite 106 Auburn, WA 98002 (253)939-2500 4231 Foster Ave. Bakersfield,CA 93308 Y (661)633-2200 714 State Hwy 305 NE Suite 3C Poulsbo,WA 98370 (360)598-2126 1025 Lone Palm Ave.#8G Modesto,CA 95351 (209)572-2200 19501 144th Ave.NE#F-300 Woodinville,WA 98072 (425)485-5519 545 Parrott St. San Jose,CA 95112 '- ,.1.408)271-2200 f 1913 NE 103rd Ave. Vancouver,WA 98662 (360)254-3200 123 Commerce Circle Sacramento,CA 95815L (916)564-2200 FIELD REPORT NO: 5 9 9 5 =�KraZan & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION • NATURAL RESOURCES/WETLANDS DATE: U CONTRACTOR: r�►,� PROJECT#: JURISDICTION: rt� (Zty C'C, PROJECT: �F� ti2. Z-o��aN AgQK PERMIT#: CLIENT: `C + S�gLL-��' INSPECTOR: Z� KRAZAN PROJECT MANAGER: S WEATHER: TEMP: " P WC_i--- '�F-bz�S 'C`� �2-: ' z<' Gt'-N � �� C t-\- rtm � `C NkozT tQ5 A5--1 �02 maw _R G2,iAS� _ \ tZ C �.�: c-)F Co my" V v.� CiltJcy�' if-, To the best of my knowledge,the a e WAS/W NOT performed in accordance with approved plans,specifications,and regulatory requirements. Superintendent/Representative: c is Q 215 West Dakota Avenue Clovis,CA 93612 (559)348-2200 1501-15th St.NW Suite 106 Auburn, WA 98002 (253)939-2500 4231 Foster Ave. Bakersfield,CA 93308 (661)633-2200 20714 State Hwy 305 NE Suite 3C Poulsbo,WA 98370 (360)598-2126 1025 Lone Palm Ave.#8G Modesto,CA 95351 (209)572-2200 19501 144th Ave.NE#F-300 Woodinville,WA 96672 (425)485-5519 545 Parrott St. San Jose,CA 95112 (408)271-2200 11913 NE 103rd Ave. Vancouver,WA 98662 (360)254-3200 123 Commerce Circle Sacramento,CA 95815 (916)564-2200 i C7 GPIP n w CD �. � ao Q o a m � O tz a ° Ti � M r Q• q v (aCA 2 CrQ a � L N CIO) N W �Ni v ?p29=q r N CD n c b = 0 a coo c o, cMo Go a y \ 01 N (p d� .r CA CA d 00 c4 ; \ C C3 Gi Qr!i �0 3 i LA © w 44I Particle Size Distribution Report 100 90 80 Lu 60 ZLL ; Z 50 W L) ; CL a° ; 30 20 10 0 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE- mm %COBBLES %GRAVEL %SAND %SILT %CLAY 0.0 59.2 33.7 7.1 SIEVE PERCENT SPEC.` PASS? Soil Description SIZE FINER PERCENT (X=NO) 1.25"CRUSHED BASE COURSE,WELL-GRADED 1.25 in. 100.0 GRAVEL WITH SILT AND SAND(GW-GM) 1.0 in. 98.3 0.75 in. 90.1 0.625 in. 83.5 Atterberg Limits 0.5 in. 74.0 PL= LL= Pl= 0.375 in. 63.3 #4 40.8 Coefficients #8 30.4 D85= 16.5 D60= 8.68 D50= 6.52 #16 22.8 D30= 2.28 D 10 0.431 D = 0.202 #40 14.9 C43.05 C15 2.96 #80 9.5 u- c #100 8.9 #200 7.1 Classification USCS= GW-GM AASHTO= Remarks SAMPLE#:P3122 REPORT#:5995 DATE:03-25-2002 (no specification provided) Sample No.: P3122 Source of Sample: 1.25"CRUSHED Date: 03-25-2002 Location: BELFAIR,WA ElevJDepth: Client: T.BAILEY,INC. KRAZAN & ASSOCIATES, INC. Project: BELFAIR ZONE 2 TANK Project No: 106-02015 Plate 4 • ' A • ' ' • ' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ - ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ROCK CORRECTED TEST RESULTS . IUNCORRECTED Material Description COURSE,1.25"CRUSHED BASE GRADED GRAVEL WITH SILT AND SAND(GW-GM) • • Project1. 1 1 Project: • REPORT .. 1 11 -9 Location:BELFAIR,WA DATE: COMPACTION TEST R '•- =- FIELD REPORT NO: 5948 r�—KraZan & Associates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION • NATURAL RESOURCES/WETLANDS DATE: 0 ( +PR O:), CONTRACTOR: T. B A I e-e y Z�/c_ PROJECT#: ,06 - O a iS- JURISDICTION: tWttS'aiv Co urry-y PROJECT: fee-,54,14 L z f-•tg6-:7-,eNe2 TAiKPERMIT#: C'Om ;,6 o 2 - DOO p 7 CLIENT: g e, r4l r r.� O M-(eee INSPECTOR: j , (a ORy6N KRAZAN PROJECT MANAGER: y" 5 WEATHER: D `C'A-y 7- TEMP: : D` 12rU S/-le. h`7 Re ues- T 5,-erc D,e- , &,,yFe ecirv�— Re -S'Aee6 4e1w,0 4-e.o A/ o,- eot w ,. .S/ e'-e- 5' o c rQ v�� x tVIN9 r AC S r P ,+ 1N4C.- PeS 1-�r0N11-4� bF S-fie o f I Ae S Gt/esTe S-1-rc-c. Y Al eregn-ss , '; L'jP.��.r a PS ta/'p/2 e. /Jv � �r• -� /n/ -��✓c.�- Co/�t-t,7 rzwt A�✓«. 7�t %t G✓/E L h e I ��t erg- d �D =.? `• G% .tet�'«S .c Co cr�z��' cD v�•e rb .��e 4... C s ieevr-e e e, 1a.e llvlvelZ v r<e.-L X - s!<T S' s�7- `U �,Q�s C If /'. e A,e .r,�.5 5�.��✓s ire eNC/O S/N 5 -1d10 v e �U+-+-. 14 of r 2 . s�r'�� Ar -1L C P `f0 5--le e Ale lef"e, kv,as a lgeeo '444e/v eW.4rvy-e /�-ODlo yQL_ ��t't2 6�3�c. �4r O �n/e •�Le%r LfFi4 Nf F Gv',� /�P/Q ye'b, � �e ��Y. LrRl b 1v eelvekLA4ev W o is /e j6e 1?5-A r-1-eP t9Az'4,v DRY a �o 0WIM ae 'R o f/;4 . SeAleD y(e'a r2 f eu oi'rpr�r/. 41 S ,4 W, 0- Spr.3c t,4y vo AeSt ws 4-1-2-c / cp t=e.+���.t,�,�cc°.�a USG a iyra r r N 1' To the b t of knowled ,th ove T performed in accordance with the approved pl s,spe '(cations,and regulatory requirements. Super de VR re n nre: 76c�nlcian: 215 West Lakota Avenue Clovis,CA 93612 (559)348-2200 1501-15th St.NW Suite 106 Auburn, WA 98002 (253)939-2500 4231 Foster Ave. Bakersfield,CA 93308 (661)633-2200 20714 State Hwy 305 NE Suite 3C Poulsbo,WA 98370 (360)598-2126 1025 Lone Palm Ave.#8G Modesto,CA 95351 (209)572-2200 19501 144th Ave.NE#F-300 Woodinville,WA 98072 (425)485-5519 545 Parrott St. San Jose,CA 95112 (408)271-2200 11913 NE 103rd Ave. Vancouver,WA 98662 (360)254-3200 123 Commerce Circle Sacramento,CA 95815 (916)564-2200 FIELD REPORT NO: 6063 � =Krazan & Associates , Inc . • GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION • NATURAL RESOURCES I WETLANDS DATE: D/' / CONTRACTOR: PROJECT#: / r,/J r JURISDICTION: PROJECT: 4 ,�=: tl? Ze Al-e PERMIT#: j'pl;l ODD- -DODO -7 CLIENT: �'�i?a�,C�j INSPECTOR: _ o/P ao/y KRAZAN PROJECT MANAGER: J � WEATHER:6ei4-! = TEMP: N Si /" h ,-r?- /.�Ir�/'/yl1t LS l2t4�✓'fl��/ �f/`i �i Yy �/s • al ,CGK C V*lePav ev il/ l Pcl A/l e d G- 01 f& T f a �./2 s/z c y/!•/a-C �O 6 Tr n(� l X c!�+t d.R�i v;U_ /PI L•to 02 S z° lVe r,O e ct7 lo or- 415 t .N P CJ N D 4/d�. <:Z',l PJ Q rug r•yUK To the st of my wle ge, e e T performed in accordance with the approved plans,specifications,and regulatory requirements. Sup en en nta iv Tec iclan: i 7 , 'j 15 est Dakota Avenue 4111vil,CA 93612 (559)348-2200 501-15th St.NW Suite 106 Auburn, WA 98002 (253)939-2500 4231 Foster Ave. Bakersfield,CA 93308 (661)633-2200 20714 State Hwy 305 NE Suite 3C Poulsbo,WA 98370 (360)598-2126 1 1025 Lone Palm Ave.#8G Modesto,CA 95351 (209)572-2200 19501 144th Ave.NE#F-300 Woodinville,WA 98072 (425)485-5519 545 Parrott St. San Jose,CA 95112 (408)271-2200 11913 NE 103rd Ave. Vancouver,WA 98662 (360)254-3200 123 Commerce Circle Sacramento,CA 95815 (916)564-2200 Particle Size Distribution Report ¢¢ (pV p♦ 1pp 8 f0 � N � � � � l3 � 7► i t i i i • i 100 90 80 70 W 60 Z ; Z 50 a 40 ; 30 20 0 ; 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAND %SILT %CLAY 0.0 46.1 45.8 8.1 SIEVE PERCENT SPEC." PASS? Soil Description SIZE FINER PERCENT (X=NO) BROWN GRAVELLY SAND WITH SILT,USCS:POOLY 3.0 in. 100.0 GRADED GRAVEL WITH SILT AND SAND(GP-GM) 2.0 in. 95.5 1.0 in. 84.9 0.75 in. 80.3 Atterberg Limits 0.625 in. 77.1 PL= LL= PI= 0.5 in. 72.6 0.375 in. 67.3 Coefficients 0.25 in. 59.0 D85= 25.6 D60= 6.68 D50= 3.63 #8 45.1 D30= 0.534 D15= 0.189 D10= 0.106 #16 38.8 C = 63.00 C = 0.40 #30 31.6 u #50 21.2 #100 12.6 Classification #200 8.1 USCS= GP-GM AASHTO= Remarks SAMPLE#:P3153 REPORT#:6063 DATE:04-01-2002 (no specification provided) Sample No.: P3153 Source of Sample: NATIVE Date: 04-01-2002 Location: BELFAIR,WA Elev./Depth: Client: T.BAILEY,INC. KRAZAN & ASSOCIATES, INC. Project: BELFAIR ZONE 2 TANK Project No: 106-02015 Plate • ' • 0 WIUS ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ROCK CORRECTED TEST RESULTS UNCORRECTED Material Description Maximum ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I f dry • pcf 124.7 • ProjectOptimum moisture=7.5 % 9.3 % SILT AND SAND(GP-GM) . 106-02015 Client: T.BAILEY,INC. Remarks: Project: • REPORT •1. D 1• 1 11 COMPACTION TEST R