PE-1869 CRESTVIEW
S~poll~a640000
ne ,,;oOValley 11707 E. Sprague Ave., Suite 106 ♦ Spokane Valley WA 99206
509.688.0239 ♦ Fax: 509.688.0295 ♦ hrpspokanevalley.org
.
Memorandum
Date: June 17, 2009
J
To: File N w.
From: Carrie Acdcfa, Deputy City Clerk
Re: Moldy documents: PE-1869 Crestview Add PUD "As-Builts-ENG"
Due to a water pipe breaking in City Hall's basement sometime last year, we are now
discovering that several files contain documents with mold on them.
The State Archivist Office confirmed with our City Clerk that we should make copies of, then
destroy all moldy documents and make a not in the file; that is the purpose of this
memorandum.
The documents within this file are merely copies of documents which had mold and are now
clean and can be handled without concern of contamination.
The following lists the documents which were copied, then destroyed:
• Construction Certification Package for Crestview Addition PUD by STI Northwest
• Street and Drainage Plan Crestview Addition PUD Cover Sheet date accepted
12/10/2001, pg 1 of 4
• Street Plans Crestview Addition PUD 24h Avenue and Road Sections date accepted
12/10/2001, pg 2 of 4
• Sewer Plans Crestview Addition PUD Rees Lane and Intersection Details date accepted
12/10/2001, pg 3 of 4
• Street Plans Crestview Addition PUD 25`h Lane and Drainage Details date accepted
12/10/2001, pg 4 of 4
.
- - -
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As-BuilL.s-EL \G~} f~Vdii~r
Appltcant
~~9 -06 Bnan Waiker '
Bnan Walker
l.iES1 V IIE►'l' S ,
ADIl PUD
26- 2S - 44 T& R Date 4112012404 @ tl y 15 ~
. ~
PreBirn Revtew Hearing Date 06l2812000 Q 01:30 15263 0308 45263 0311 45253 0312
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; aaTH, N32,un, wADAMs, E sEsT '
',g LotS No f 1$ LpTS - 3 48 ACRFS (Eh'G[NEER'S DEFT) - Plai File-r'~ ~
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Cvnstruction Certifica#ion Package for
Crestview Addition P.U.D.
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NORTHW EST
SOILS, TESTING & lNSPECTIgN
3628 East Fervy
5pakane, WA 99202
Phvne: (509) 534-9711 Fax: (509) 534-9755
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NORTHWEST s QFdhfER~~~',
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So►Ls, rFSrING & rn►sPFCrranr Tune 13, 2001 STI W.O. # C-70-4300434 .
Spokane County Engineers Offce • ,{t
1025 W. F3roadway
5pakane, WA 49260-0170
Attn Mr. Randy 5ironks
Re: CrestrFiew Addztian P.U.D. Canatruction Cerkifcatian Package
Dear Randy,
F'lease find the following information which is intended to be used by y6u in the certifcation and
acceptance process far Crestview Addition P.U.D.
S
iC
1. A three-ring baund set of inspection &nd testing reports for fihe work constructed. Included dvithin
this binder are the folfowing sections which document the scope and nature of the inspection
wark prouided.
A. Cor'respondence ~i .
B. Test R.eparts
C. Daily Reports
- 2. A set saf original myiar draw+ings and two bond copies stamped "Recard Drawing."
Tt should be understood that this submitCal provides cerCification far the initially canstructed items
associatetl with this ptoject. This certificaCion only irnplies that the items shawn were suhstaiitially built
as desdgned, and oniy valid the day the as-built suruey and visual certification were performed by this
engineer. This certification makes no guaraiitee that ather construction ac#iVities associated with overa[l
plat build out such as home builders or new hame nwners have diat in fact dislodged, destroyed, filled in _
or in any manner affected any of the items certified. It shauld be noted that this letter does nat relieve the
coMtractcar or developer from the warranties implied within their bonding docuinents.
w..-
Shou'ld you have any questions vr comments related directly tm the certification package subt-nitred please
do not hesltate to cail. - - _
ow,er
SiricOYely, r~As-Builts-ENGr r RPPlieant 'At
_JW
afl
STI NOCthVI' t [ E-.L7 U6~j -d}0 Bnan~!h~~
~ Snan: Walker
WA i~ CRESTVLEY!'
~ AUD PUD
~ r& R naie 41/2012000 p 01 15
6-25-44
E K. Lester, RE eelim Review I3earing Date 06fI$12004 (~a 01:36 ,
~ ~ Qv 5365 0.108 43261 0311 45263 0312
~
~ ~ S 24TH, N 32ND, W ADANf 5, E SEST
~feNA1, `.x Lats N0 1 1$ LQTS - 3 0$ ACRE.S (E~1GINEER'S 17EPT) - Piat File-
~EXP'cRES o&safOL
707 W. 7th Avenue, Suite 200 • 5pakane, WA 99204 • Phane (509) 458-5840 0 'Fax (549) 458-6844
- •-o t `T
ri Y~ C]RTHWEST
3628 EAST FERRY G V
SPQKANC, WA 99202 ~,fr~tiio,*
PHONE (5[~9} 534-9711 -~~,[~ri~-~~u
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FAX 534-9755
(509) Transmcttal~
Da#e: June 14, 2001 ~ Phone No. ~ 477-3604
W.D. Na: G-70-50004347 Fax NQ. 477-4715
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To: 5pakane County Engineers affice
1026 W Braadway "
5pokane 1NA 99260 Af#n: Randy 5tronks
Re: I Prnject Certification for Crestview Addition P.U.D.
Transmittal vf the FolJawincL.
1 Set Mylar, Street & Drainage Record Drawings {Sheets 1 - 4} r-~=~-
2Sets Band Gapies, Street 8~ ❑rainage Recvrd '~rawings (Sheets 1- 4) ~~Binder contairaing Letter vf Cer#ifcation and suppvrting dvicuments
IVa tes:
Randy,
Please review the accompanying documentation for fina6 acceptance on this prvject The drawings were
modified ta reflect the changes yau requested and an arganic Content test was run on the material in f
Pond A. If there is any other dvcumentativn you may require or if yau have any question5, p4ease me a
call, •
At the request of our client, VVTN L L C, I would like to request the reduction of all associated borsds fvr
this project ~
Sob Graham
a, ,t'~~•s~.
11Lw~ 1 h.
Cc Bryan Walker, VYTN L L C, 721 N Pines Raad, Spokane, WA 99206
CLC 51e
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Sl'E file
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S77MORrrHWEST
362 $ EAST FERRY
SPOKP,NE, WA 99202
PHONE (509) 534-9711 • . , ,
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FP,X (509) 534-9755 Trarasmitta_1
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Date: Decrernber 13 2000 Phane Na. 477-38~04
~ 1-2
.
W.Q. No.: 504(}430 Fax No. 411-4715
TO. 5palane Caunty lJtifitles Department ' r Y
1 028 W. Bmac3way
Spokane INa. 99280
A!#n: Biliy Urhausen, or Gene Re,pp •~k~i.~~,~'
Re; ~ Pre-Pave T.V. Request
,
TransmiftaI af fhe Followinor:
Pre-pave T.V. request fQr Crestview Addition 1Vvtes:
Billy ar Gene,
Pdease pracess the sttache.d T.V. request_ if you need any additional inforvnation, pEease give me a catl.
gl'LICB A. HDY11afd
ViCB P'f'8S3dBilt • ' r, ~
Cc: Mt. CxeSt
Bryan Walker -
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Snt1itI51HLLa31-Y 1-1V99 .
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SI~C)KANE COUNTY UTILITlES D1Vl5fON ~K
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WASTEWRTER UPERATfONS , • e~~°~ .
INSPECTION REQLJEST FC3RM
f • ! I INSPECrOR
❑f11E. ~7.,~
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FROM:
PROJECT IVAME: ~rt~,~,.~. ~ .
PROJECT M ' •G,r
REQUEST FmR: ~ ~ '
~ PRE-PAVfhIG T.V. INSPECTION ~ CHECK HEEtE FOR RE-l^V INSPECTION Qptional inspecban, unless othenvise requested wlll include ihe same as post pauang inspeciivn
~ POST-PAWIryG T.V. 11V5PEC710N ~ CFIECK FIERE FOR RE-T1A INSPECTION Requfred inspecbon prior to acceptanoe, fnGudes a3mplete videa inspeGtion of all lines for
'cteanlrness 'stub localrans "!d@RtITy►17g affy fHC11t5
~ P05T-QAVING MP,NHflLE iNSPECTIQNS - _ ,
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~ PECIp T'LL INSlf'C1J4TIOIVS. ~ 'TNe-v-
~ ornT Lt.r+~ -s"la~4 2..4 i5iz.-. LP..1 ~
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CONTRACTOR:
- SILLING AD[]RESS:
(If IVew) ~ b's11f~ - ~C~~. ~
FIELD INSPECTC3R: RAi]IQ ND.:
(incTude drawing af afllrnes and/or rnanholes requestad)
ROUTE ■ UTILITIES f w D DESIGN"
PRVJECT NpME:
ACTIViTI' .lOB#: PLANRIING # ~
ATTACHMENTS: ~ ❑RAW1EdG OF REQVESTE❑ E] DRAWINGS AT
AEdEA IIVCLUDING MANHQLE #S WASTEWATER - ~
AN01l4 SECTI(JN #S OPERATID'NS FfEL❑ OFFICE
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[3ATE FORWARDEb: BY: C]ATE RETL1RNE[3;
/ • HERE D ROUTE I 4UTILIrIES 1 / "WASTEWATER OPERA 1 • ?,ze~.h,~ ta~~~
IssuE oarE: FiLE Na..
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VN5 7APE NO.:
JOB NO..
E ASAP ~ WHEN PQSSIgLE ~ OTHER: , Y
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"~101TIC7E~l~AL~I,NSTRUCTf~NS;~~'~±:~'~~~rt:W.~ci.~u~;'~_ t~3~~~~,.~.~'~~~~;.~z~.,,~ L~~+~'~'i~,,~:~.;r~•-_.;.~1- , ,~==_~.s.. ,
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DATE COMPLETEQ: ❑PERATDR(S)
Revised 3I10100
White - tltdities Ysltnw capy -Construction
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S117NORTHWEST
362$ EAST FERRY -
SPQI{ANE. k~A 99202 k~
PHC}NE (509) 539-9711
FAX (509) 534-9755
Transmittal
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Date: ~ Qec,ember 29, 2000 ~ Phone N'a. p 466-5794
Wa. WQ.: SOOt)430 FaarNo. 46F"r1514
~ Mauntain Crest
, • • t .1Tt
At6y: Qick Mateme
Re: ~ Pre-pade Sewer T.V.
~
7rensmittal af the Fvlfowirtv:
T.V. Report
-
Nates:
Dick,
The repoct from 8illy lvoks good. Please give me a call if ynu need anything eise.
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Br+ice A. Howari • PM JON
Vice Presiderot
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SCihsnv~atpsl-v l-11P~ .
~ 12-19-00. a 18PM,SCaoKane CQUnCV VZi.~ >509 477 4715
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3628 EAST F'ERRY Y ~ rr
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SP4fCANE, WA 99202
PxouE (509) 534-9712
FAX (509) 534-9755 Transmittai •
Oe~rttber 13, 2000 ~~8 N~ ~ an-ssaa
, Q. a.: S000430 rax I~, ! 477-4715
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,o; 5pokane Ggunty Lifilitfes pepartrnent
9 M6 W. Braadwsy . ~ ~
Spoketne Wa. 9hry 7.4e~y V
rt: ~ E3illy Uthausen, or Gene Repp ~
R-0; + Pre-Pave T.V. Request
Trans,mittst of„#he FoltawlncL-
Pre-pawe T.V, reques# fvr Cresfview Addif9or,
1110te5: ~ o f ~Vg TV DOM*~!
L!7
BiIly ar Gene, 94&
Piease ptoce55 the s#tached T.V. fequest. If you neex,l any addirsortel ittfaRttaoon, please glve me a call,
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6ruce A. Hnward '
V€ce Prestdent
Cc: W. Crest
Bryan INatkec L- .
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mwlf~n cresl- mmd wn 99021, reL. Fex ff mst&w efti.rrilb rJ ► Rf IM Affx)61 Te'`a ~~~.m.5,
I ads I "a 1 ftmuuft, I m~~no~ posftn I vCx c=nW sTrhon a
s I a arr s/n6 I 965 I143.812s.3 I 143.8124.8 fTee, at 02 o'dock, diarrse[+rr 4 in ~ 171 ~ 00.00:a3 ~ s
21 1zrieroa ! ses I143.8o25,3 l1¢3.0/24.e pree, at 10 o'clock, dlameter q in ~ 40.8 I no•oi •sa k 1 (D
31 1211 8106 I 965 ~ 143.5l25 3~143.8/24.9 JTee, at 02 o'clock, dlamcter 4 In ss.s ~ 00.0349 ~ , o
al i zoiaiao I 965 ~ Fa3.8125.3 I 143.8124.8 ~ree. at 62 o'clock, dlameser 4 in i 118,3 I 106:05:03 I i
5l 12118100 ~ 955 ~ 1418f253 ~ 143.8124.8 AAarthola p 148 ~ 00:106:10 ~ 1 e
6 13118100 955 I 143.812.4.8 ~ 143.8f34 Tee, ar 10 o'clock, diameter 4 Irr ` D ~00' 12 15 ~ 2 -
7 121 18/00 ~ 965 1143.8r24.9 ~ 143.8124 ~ Tee, at 02 o'clock, diarmter 4 In ~ 37.2 ~ 84-07.47 ~ 2 ~
8 12118100 ~ 965 ~ 143.8124.8 ~ 143.8124 ~ Tee, ar 02 o'dock, dfanw-ter 4 in ~ 67.5 ~ 00:09.1 0 ~ 2
91 1 t!1 BIO0 1 965 f 143.8124.8 ~ 143.8/24 ~ Tee, at ba o'clock, diarftter a in ~ 136.5 ~ Do:11:S0 A 2 n
101 12118100 1 965 I 143.e124.8 { i 43.e/24 ~ Tee, at 02 o'clock, dlamtcr 4 In ~ 766.s ~ ao•i 3:zs a ~
111 12118100 ~ 9E5 ~ 143.8174.8 ' 143.8l24 ~7ee, at 1D o"clock, dimrneter 4 in { 171,6 ~ 40•13:Sa a 1
12 ii 12118F00 ~ 965 ~ 143.8124.8 ~ 143.8(24 kAanhole ~ 265.3 ~ 00-17:39 ~ 2
131 E 211 SlDa ~ 465 4 143.3124.8 ~ 143.8124.8 WVe, at 02 o"deek, diartveter,q in t8 ~ 0~:18•2i ~ 3 0
141 i ztisraa d 96s ~ 143.3124.8 4 143.8fa¢.s y fte.. at 20 a•croak, aIamcter.a fri ~ 20.4 ~ oa-i s:a8 I .3 ~
i s I 12/1810o 1 96s ~ 143.3124.9 ~ 143.8s24_a ~Tee. at 02 o'tock. dlametcr 4 in ~ 49 ~ 00:2 e-1a~ 3 ~
i s I 12n8100 I 965 ~ i aa,a1xa.s I143.8124.8 1 ree. ai 10 a"dack, dlamecer 4 in ~ 61.6 I ao:zo•ss { s c
171 12n s1oa I gss 1143 s►za.s ~143.8124.9 ~ ree. at 02 o'docl~ dlametev 4 dn . I 79.s ~ 00.21 sz ~ s
i al i zir arao l 96s I 743.3124.8 I143•$124•$ I7Ee. at 10 n"c4atk. dlatneta 4 in ~ st.s I 00.22,34 I 3 -
191 12i18100 P, 965 ~ 143.3124.8 I 1438124.8 ~Mannoie I 14s ~ on:za:as ~ 3
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JflhlilaL`y 3, 2001 • w
STI W.O. #C° 70-Sd0043d
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Spakane Cointy UtiIities l7epa.rttnnent
1026 W. Broadway
Spokane, WA 99260-0170
.
Attn; Biilly LFrhausen
7
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Re: Cnestviev Es#ates: Boiad Reduction Re4uest
Dear BiUy,
All work associafed with the air and niandrel testing has been carrpleted in suhstantial conformance
with tlae plan set and speccificatiars. At the request of our claent, WI'N LLC, we request a reductifln
❑f all assaciated sewer cansfruction bonds for any related work associated with this prvject.
T have enclosed capres af t'he daily field reports indicating the test results and vvhen the inspectians ~
oc,curred. If you hawe any questions cvtaceming this issue or neeci any additional infvrmtion ta
reduce the bands, please fee1 free ta contact m.
~
Sincerely,
STI Nnrthwest
f~:`~ =r=,~t;;• nr
~ vy~4it'Fl~+3aN.'_
i ~ ' e •~`fi~s ~P
FT~ • ~fflingham C.E.T. 1 s Fy `_~p~.~¢ .
• Fl":s r ;,w ,
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3628 E. Ferry • Spvkane, W►4 99202■ Phone (509) 534-9711•Fax (509) 534-9755 '
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~ VNORYHV~fEST
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mAILY FIELA REP(]RT
- Proiect Information - w~
Projecl Name: Raie:
Crestview Estates 1 113D/Oq
Pmject Pfo.: ReRortNo,;
C-70-S 040434 4
VY
ea~er ArrivaP Time: ~,~arture Time: ~
cCoudy 25 []egrees 12:00 i 4:QQ
Client; LocaI Representa8►re I phtme number
WTN LLG 6ryara Walker (509)-922-7400 General GDntrador. Site Represenfalive 1 phone numbea ~'~~~~,~~~yly
MOllflflfn CfP.St ROn SChDft
Su6contractar STI Ned Managwl phone number
BnlCe HoWard 50$-534-9711
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P8g8 Np. Of , h
l 3 ~Sz~
- Manpower and Equipment Uswd
Air compressar, Air gau,ge, 8" mandrel, String, 3Persannel,
T Field OhseroaUans
After a11 sewer pvc was placed Air and M$ndrel test then took place. T'est fallowed S,pokane
Caunty 5fiandards for theae test performed. All pvo pipe on the praject held four paunds of air for the
allowed tirne psr distance of pipe please see c'hart below. Mandrel passed a1i pvc 8" pipe an the praject.
'F'tae chart belcaw wi11 indicate a11 air and mandrel test sectians
- .~44
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4 14 -Edss ~~FSS •
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STI Field iRepresentative fl~itract e en#a ve " f.•,,~„:,~~~„~
Trsis ovcurr ►wD r~F€~N~ ~anoEH~naE ro BE coN~~r~o ~ ~r ~ ~n~ nMa sic~r v n~
ST I CO~fSTRl1CTIOH EHC~HEER Ml614R STI E GER.
6AJ 1r3 Al - 1-~-~~
Reviewed by Date STI Pra ect~anage?" Date
Corresponding Deficiency Report Nn '
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CREST1►IElY lNSPECTIO1V
F1E4D RER[?RT # 4 - '
ST1 NORrHWEsT
sorLS. rEsr~rrG & ~tsPEc~or~ DATE: ~r,~~~dd
362s~.~~x P`AGE 3 +DF 3 C-~"70-S~1~U430
SPOK.NE, wA 99202
~ ~x ~ , _ , • _
509-534-9711 FAX 509-534=3755~~ a~5'',r~;~:,~~;t;+°'• _ , ' , , , ~,~4~-~fi`~;;~=~~s`,'3+- . ~ 'r'
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NORTHWEST
~ • P ~~~~y?,~
- ~svILs, TE$T[,flrG & INSPECTrQN -
J~uary 11, 2001
STT W.O. S000434
Spokane County Engine.exs C)ffice
1026 W. Brgadway
Spakaa.e, Wa. 99264-0I70 'r•"~~,~~r Y
Attn: Mr. Randy 5tronks Y-
Re: Crestvievv Inspectivn - Construction Summaty . •
November 27 - December 1, 2000
Mountain Crest: Contractar WM LLC: Develcrper
Dear Randy,
This letter transmits the general canstruction activity that vccurred Qn site during the time listed
- abaVe. This letter is not intended tv reglace the evnstruction daily repvrt produced by STr
1`Iorthwest or its staff, but it dves 4ransmit the general infomtation concerning the construation
activity. Any itern that may be listed below tnay vr may not be in compliance with the plans and
specifications. 7his letter is not intended to be a submittal for accep#.anGe. It is for infesrraaational
use Qnly.
■ project sewer was installe.d and backflled.
• Density testing was perfvrmed.
0 Air pressure tests and mandrel testing was cvnducted with satisfactory resul#s.
0 Pre-pave "d`a was renuested.
No rnajar deficiencies to repvrt ai this time, Tf yvu have any questians or comments concerning
any of the items listerl abvve, please feel free tv gide me a call. 4'-
~
S cerely ST hwe.
Paul T.N~iS
. •
cc: Mountain Crest
VVTiV LLC
, • CLC File
5TI File
3628 E. Ferry o Spokane, WA 99202 • Phane (509) 534-9711~Fax (509) 534-9755
,
NORTHWEST
AMCn"P • ~
~ •F^- "
sarLS, rEsrrnrc & jrvsPEcTrnnr
March 26, 2001 STI W.O. # S040430
Spokane County Engineers (3ffice
1 026 W. Broadway
Spakane, 4TVa. 99260-0I70
Attn; Mr, Randy Stronks ~~y' _ .
_ ,
lte: Crestrview Znspectioa - Canstruction Summary •
Marc6 19 - MarGh 23,2001 r
Mauratain Crest: Contractvr "
WTN LLC: L7eveloper
Dear Randy,
Tlnis letter transmits the general ronstructivn activity that vccurred 4n srte during the time listed
ahove. This letter is nat intended to xeplace the canstruction daily report groduced by 5TT
Northwest or its staff, but it daes transrnit the general inforrnatian conceming the cvnstruction
activity. Any item that tnay be listed helow may or may nvt be in campliance with the plans arid
specificafions. This letter is not intetaded to be a submittal for acceptance. It is for informativnal
use anly. ,
■ Na wvrk performed this week requiring S`T`i abser`ration.
No anajor deficiencies to repQrt at this tune. If you have any questions ar cflmments concemang .
ar►y of the iter~s listed aUove, pl+e~e feel free to give rne a r.all.
1
5incerely, . Y~.
STI ~Iartbw • ~ F~,' ~3~
~F ~ r ~ e` ' ,.~;gr~• "I
Lest~r, P.E. ;°;.~:4 :
cc: Nlvuntain Crest
WTN LLC
GLC File
STI File
~
3628 E. Ferry • 5pakane, WA 99202 • Phone (509) 534-9711• Fax (509) 534-9755
,
, *
~~,E41FRq~ : ' N .
~
~ORTHW T
~ AINER~►' e .
snILS, rE$TInrG & rnrsPFCrraN ~
~
IVfiarch 34, 20(] I
STI W.O. # 5000430 Spokane County Engineer's Qffice
1026 W. Broadway
5pokane, Wa. 99260-0174
Attn: Mr. Randy Stranks
Re: Crestriew Inspecfion - CaAStruction Summary
March 26 - March 30, ZOUI
• ~ ww~;,
Mountain Crest: CQntractar .
WTN LLC: Deveioper
I3ear Randy,
This letter transrnits the general canstruction activity that occurred on site d►uing the time lisfi.ed ahove. 'k'his letter is
not intended to replace the cnnstructiou tlaily report prnduced by STI Northwest ar its staff, but it dues transmit the
genecal informatian conceming the cvnstruation activity. Any itetn that rnay he listed helow may or may not be in
eompliance with the plans and specifications. Tltis letter is not intenrled ta he a submittal for acceptanee It is fur
informatianal use only.
■ Nn work perFormed this week requiring STd ohservation.
No majer deFciencies to report at this tirrie. If you have any questians ar comments concerning any of the items
Iisted above, please feef free to give me a ca11.
5incerely,
STI orthwoel
~
ric ster, P.E.
cc: Mrsuntain Crest
~ 'W;F`Ff i
]Z'T Flle
i-
~'r' f
7071N. 7th Avenue, Suite 2{]0 • 5pokane, WA 99204 ~ Phane (509) 458-6840 ■ Fax (509) 458-6844
~~~c~~~ Or~
~ ~ ~~~~EST pFR~F'
5OlL5, FESFING & 1NSPECTIDN
-
April 9, 2001
STI W.O. # 5000430 - Spokane County Enginesr's Office .F.
1026 W. Broadway
5gakane, Wa. 99260-0170
Att;t'i: Mr. Randy Stronks •
Re: Crestvie►v Inspection - Construcfion 5ummary f'•
April 2 - April 6, 2001
eYf ,
Mountain Crest: Cantraetar , .
WTN LLC: Developer
T3ear Randy:
This letter Erammits the general construction actevity that accvrred on site during the time listed ahove. This letter is
not intended ta replace the cnnstructioa daily repQrr prrrduced by STt Northwest Qr its staff, but it does transmtt the
generai infurmation concerning the ccsnstructiun activity. Any item that may be lisEed helow may or may nat 6e in
campliance with the plans and sgeci£cations. This letter is not intended to be a suhmittal for acceptance. Tt is for
inforrnational use only.
• No work par£ortnsd this week requiring STI observation
. ,
hio major daficiencies fio report at this time. If you have any quesrions ar comments conceming any of the items
listed above, glease feel Gee tu givs me a call.
Suiceeely,
STI Northwe
~ .y .
E ' ster, P.E.
cc: Nlountain Grest
WTN LLC
CLC File
.
S"I`I File • ~,Y~~~~,~~
aA
h n
~ V
n~
707 W. 7th Avenue, Suite 200 •Spvkane, WA 99204 • Phvne (549) 458-5840 ~ Fax {509} 458-5844
~
~ I V ORTHWEST
r,.
Sd1LS' TESTING & [NSPEI:TION
,
April 16, 20U1
°
5'T°s W.O. # S000430
. ,
Sgokane County Ergineer's i7ffioe
,
1026 W. Broadway
Spokane, Wa. 93264-0170
Attn: Mr. Randy atronks
.i F• ~l
Re: Grestvlew rns,pection - CaastrucNao Summaty
Aprtl 9 - Apri413, 2001
Mcsuntain Crest: C;antraot6r
M"[N LLG: l7avelaper
Dear Randy,
This lew transmits the general eonstruation activrity that cccurred on site during the time lisW above. This letter is nnt
intended to replace the construction daily reparC groduced hy STI Northwest nr its sta:lt but i# daes fransmit the general
infornsatian eoncexning the canstructivn actirrity. Any ifem that may be listed below may ar inay not be in complianre
witih the plans and specifica#ions. This letler is not intendad to 6e a submi#al fbr acoepCance. It is for informational use
anly.
■ No wvrk perfarmeci " week requiring STI observation.
hlo niafor deficiencies to report at this time. Ifyou have any quesbons or cc3mments concerning any of the items listed
ahove, please fee18'ee to give me a r,all.
Sineegely, -
S urth t
~ ~ri ter,
. Mounntain Crest
'~U~'~ ~ ;
CLAC File
STI File
~ 14f
3628 E. Ferry • Spokane, WA 992[]2 ~ Phvne (509) 534-9711 • Fax (509) 534-9755
" , a''. ":p " ' • n-
i
~ NORTHWEST • OFA~E~'R• ^
sOus, rEsrrNG & InrsPEcrrvN ~
r~ yN
■,~7 nR
iv~,`~
y !4,ZV~lI
STi W.O. # 5000430
~
Spakane County Engineer's Office
1026 ►JV. Broadway . - • .
5gakane, Wa. 99260-417{]
Attn: Mr. Randy Slronlcs • ,
.
.'.f:
Re. Crestview Inapeetion - Construction Summary
Apri3 LG - May 11, 2001
r r s•
0
Mountain Crest: Contrsctar
WTI<T LLC- Det+eiuper
Dear Raady,
This letter transmits ihe genecal canstruction actiWity that occurred on site during the time listed abavc. This letter is
nat intended to repiace the constructi4n daily report produced by 5TI hionthwest or its staff, but it daes transmit the
general informatiQn conceming the conshuction activity. Any item that may be listed helow may ar rnay not be in
compliance with the plans and specifcations. This letter is not intended ta be a suhmit#al £or acceptanca. It is for
informatianal use on1y.
0 VVnrk sesumed to prepare suhgrade fvr curb and gutter.
• Crushed stvne placed and comgacted for curb and gutter.
• String 1ine installed far curh and gutter.
No majar deficiencies in repart at this time. Tfyou have any questians or comments concerning any vf the items
listed above, plsase feel free ro give me a call.
Sincereiy,
STI orth esd
c LESte , P.E. ~ K
u
CC' MOlIF1Ta1I1 C.'fESt .
WTN LL.C
CLC File
STI File
~
,r
Vy'L
3628 E. Ferry • Spakane,WA 99202► Phane (509) 534-9711 * Fax (509) 534-9755
r;•
r~~4
r~ r
~ ~0RTHMST
3628 EAST FERRY
SPOKANE, WA 99202
PHONE (509) 534-9711
FAX (509) 534-9755 Transmittal
~ate. , May 22, ~C0Q1 ~ Phan+e No. 477-36[}4 n''a
'•1 ;
WO. Na.: C-70-5000430 Fax No. 477-3298
~ Spvlane County Utilities []epartrnent ' ` .
1026 W. Broadway
SpQkane•f YYa. 99660
eAK,iI: ~ 'Laf:ile faE3pp
Re., ~ Crestview Addition ,
Trarrsmiffat vf the Fallvtn►inc~
Po5t PaVe N Reque5t f0'rP'I'1
AIOi'e5:
Gene, '
Ptease prooess the attached Tll request The paving is complete and the Record Arawing shnuld be
finished by the ersd of the vmk. If you have any questians, p1ease give me a call
Bruoe A. kioward i .
Vice President • r '
~
~
5'fZuan3m71tutl-r 1-11194 ' ~ 4
ti
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- ilY~xyf~~
sµy~'~~ ;'r+~ •
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.SP[3KAN~ ~OUNTY UTILfTIES aIVISrON " ' '
WASTEWATER OPERATIUNu
- INSPECTION REQ19E5T FQFdM
. . DEPARTMENT- . INSPECTOR
FROM.
PROJEC7 NAME.
PRC]JECT
REDLlEST FOR:
~ PRE-PAVIh[G T.V. INSPECTION ~ CHECK HERE FQR RE-N INSPECTION
dptional inspection, unless otherwisQ requested wtll induda the same as past paving inspecbon.
~P05T-PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-TV INSPECTION Required in5pectivn prcor to acceptance, in[ludas cor'nplete videQ inspection af all lines fvr.
*CP68rlG7t985 ""stub focatrons 'rdenGfying any faulls
~ P(7Sfi-PAVfNG MANHDLE INSPECTIONS
~ SPECIAL IIdSTRUGTIQNS:
~~✓►9~/l~`. . ~ ~~-~7'
CONTRACTOR: ~ s
BILLING ADC7RES5'
[If New) FIELQ fNSPlECTOR: RADIC] N0.: ~
(include drsw+ng of alllirres andlor mUTILITIES anhofes requested) ROUTE . D . , DESIGN"
PRQJECT NAME:
RCTI►JITY ,]OB#: PLAVVNIPfG #
ATTACMMENTS: ~ ORAWING OF REQL]E57Ea ❑RAWINGS AT
AREA 9[VCLI]DING MANHDLE #S WASTEWATER ~
ANd 114 SECTION #S flPERATIVNS FIELD []FFICE
❑ATE FC)RWIARpED: BY: DAYE RETURNEQ:
i ROUTE • UTILITIES r O - OPERA O
ISSUE DATE: FILE NO.:
Jpg Np,: VH5 TAPE NO.:
~ ASAP ~ WHEN P0S5[BLE ~ BTHER:
PiL1.OlT1„(]~1A~ ~~CTION. ~
L~~IiT~
3-~5~"d~,aS~~Lr1i Fi~i, ~ _ s. -
y}s',T+rt ~a.L • r,.~' ^ ~i , .
iYd.Ll~ ~cj:h'd~:
aks€~
° .r4~~,y4u~~Yfs'i•nv-t_~ ~ a
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a c ~~.#11yCf` ~.:iz....••.-a.::€
~ - aY ~ y . . f, T,r~-rr~ • ; - _
_ - ~ - E` 3f:;~.r'I i~ - , •d~'. - . _ .
DATE COMPLETED. OPERATQR{5}
White - Lltilities Ye11o►nr copy - Canstruction Revised 3190/00
_ • Ku Hi7 '
~GF1iEf[,~~~t~~;
~
N~'~py
FITHWEST r ~
~ • . ~'Ah1Eft~~' 4
50ILS, TESTlN+G & I,N'SFECTlON
a
May 23, 200 101 STI W.D. 4 S000430 Spokane County Engineer's Office
1026 W. Braadway . .
_
Spokane, Wa. 99260-017D
t•
~
Attn: Mr. Randy Stroiilcs '
• -
.
Re: Crestview Inspec#inn - Consfruciion 5ummary
May 14 - May 21, 21101 `
Mauntain Crest: Gantractor
VVTN LLC: r3euelaper
Llear Randy,
This Ietter transmi#s the general constructian activity that nccurred on site during the time listed above. This lefiter is
nnt intended to replace 3he c❑nstnzctinn daily report produced by S°TI Northwast Qr its staff, but it does traresmit the
general information con~eming the construction actir+iry. Any item that may be listed belaw may or may not be in
compliance ►+vith kfie pians and specifications. This letter is nox intended to be a submit#al for aceepkance. It is for
utfatmational use aniy.
■ Cantractnr placed rock base in preparatinn for ACP on 51211D I. Manholes raised to finisin gFade. ;
■ 5TI Tlnrthwest on site to observe and test material bcing placed. '
Nn tnajor deficienoies to report at this tinne. If yau have any questians er comments concerning any 4f the items
1isted above, please feel free to give me a ca16.
Sincerely,
. STT N'nrthw t
t
...:f
~ A S
9` ^
Eri~ ster, P.E. .r.c; Mountsin Crest
W`iN LLC `
CLC File
r !
STT File
-
~
707 w. 7tr+ Aver,ue, suite 200 • 5pokane, wA 99204 • Phone (509) 458-6840 • Fax (509) 458-6$44
~
• ,
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E
f .
S P a T~ A~T E G C] LT' N T Y
UTFLTITES L]IVISIONI • A I71VISIDhI (]F THE PLIBLIC WDRKS DEPARTi1+T$IVT
N. 8ruce Rawis, P.E., Lltilities Director Dennis M. Scatt, P.E., Director ,
-a
TRANsMrTTAL oate:
TO ::5
Project Na
" Pro1 Desc ~A u-) A h T C b ~
Enclosed are the foflawing item(s)
Prmts [ ) Repraducihies ~ ) 5ketches Dther (5ee Below)
~ y[} Repsrts 5hap Drawings 5pecifications
6
Quantity ❑escription • , _
y ~5 t n E D -~rA)SP EC~7" i D ~ 4-P EF . ~
~ r4u. L`r IGE P F] T r
As Requested For Your lnformationJFiles Reviewed With Camrnents
For CommentlAction Far Yous Use Other (5ee Selow)
[ } For Design Preparation Reviewed & Appraved
Remarks: •
~t-
sent gY .aPe) .
~J • 1 ~ ~ ~I ~ r'
rf maferial ls not receivecl as lisfed, please call sender immediafely. ;
r. 4
, h~~~•P
r' : ;+1 y
1025 W. Broadway ■ 5gokane, WA 99260-0180 •(503) 456-3604 FA?C {509} 456-4715 TDI? (5179) 324-3I66
. ' _
Ma!j ,'22 C!I 03: 19p 5YI Northwest 15091534-9755 2
, _ •
fr i
.Y
5PC3Kr4NE COIJNTY UTILITIES []rVlSlON
WA'STEW►4TER OpERATdaNS '
INSPECTION REQIIEST FQRM r ■ i r INSPECTOR .1
DATE- -
't•
FROM. ~T~ ~~s~`• .
AR(7JECT NAME: 1!:~~Tih6%_-) c~.,f PF:OJEC T#'
REQUEST FOR:
~ PRE-PA'VING T.V. INSPECTION ~CHECK FiERE FOR RE-N INSPECTION
r;.
Ophonal Inspectlvn, unless othervvlse requested will Inaude the same as post paving Inspec#ion.
~ PCISY-PAVIidG T.V. INSPECTION ~ CHECK HERE FQR RE-1 V INSPECTION
Reguired inspection pdvr tn acceptanrm, includes vomplets videa inspaoGan af atl lines for•
'clvanllness 'sfublacafrans 'IdenGfying any fauits
~ POST-F'►qVfldG MA1VHOLE INSPEC7'10N5
~ SPECIAL IlVSTRUCTIO1~5;
~r
C. a4-L_ ~ T _I- Li 1412- 11 IL~ V A A9,~,~ `
- CON7`RACTOR'
B1LLi6tlG Aa[]RESS: ,
(lf New) e_-~v
FIELD INSP€CTOR: RADIC7 id0.:
(include drawJng af all lines enaVorrrranhofas reques#ed)
PRaJEcz nrAME• .6 ~r--i I C-_ Lo b s ~ 1 0 rD
acTiVITv JoB#: PLvuNIn~~ # PE- 1 - C) 0 -
❑RAWIE~GS AT
ATTAGHMENTS: ~ DRAWING QF REQUESYED tAWASTEWATER
AREA IfVCLUDING M►4A1HC]~.~E #S
' ANQ 1!'4 5EC7 N#S 0PEFtATION5 FIELD ❑FFlCE ~
DATE FORV1IAFtDED: 6Y: ~ DATE RETUR1R11ED:
HERE a ROUTE r UTILiriES D • F OPERATIONS"
15SLlE DATE: _i-z4r-ok F1LE Nv.:
+
JQB ND.: VHS TFIPE Nd.: /uv ~
E] ASAP ~ WHEN PC355lBLE OTHER:
y~~ {°-~,+~$ry t~r~:_,:~-~.~~P 4e.~,~~4y,~~ik~ueu.:~: _ a.-{eE`!~a•• ~ ' ,``t=
1'~,`~''~--~'~~ • ' .~.9~~ ~nn~-a~,~.;r~?t~ ..atm,rrr _~~ui'~a'~~_`':::,_.-=,~ _ . d, .9
1 6
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~a'Lz;.:. ' r..N. , ',.h~ ~~21,4~~" ~ ~i-i.-3~~~°~ J .c, rv.s;' °t~.~'E S= C-i~e.w~=°' 2-:-e ~.u '~~o ta,3p a ~'¢.m=. "~ivx"i5i 1 ~ 7~._, ~5~..
wk;.h:~~'A, JLJ,,'1,~
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Lyt3'?Sy..p:•- ~I• r
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~b ;r~~ _ n4i~94 i~~ €Q'rd.sirW.w~zni~ ~I i~A. i ~2~~
' .~kG~iaF,li ~~f~ x~
D,ATE COMPL'~1 E❑. ] LN l ❑PERA-rvR(s)
Revised
White - L}t~lities YBlIOW GQp]( - CO[15tfi1CtiDT1 31~O111~
. j;:•
, 1'la5 , 22 01 03: 19p STI Mor thwest [ 509 ] 534 -9755
• ;ti.
v
V~ ~k•
~ N0RTHWE 5T
3628 EAST FFRRY SPOI{ANE, WA 99202
PHONE (509) 534-9711
FAX (509) 5 34-9755 Trarksmittal 4
l3atB, I May 22, 20a1 ~P!?Q/rE' IN`a. I 477-3604 . .
W.O. IVn.: C-70-5004430 Fax Na. 477-3298
Spnkane Ccwnty !]tifites De,partment
TO." 1 026 W. Broadv►rdy
Spofcane, Wa. 99260
.AtlR: ~ Gene Repp
Re: f CreStvievv AddiUvn Transmitfal nf the FoNawinq;
Pvst Pave N Request form
rNotes:
v~
Gene,
Please proccss the attached T'V request. Ths paving is cample#e and the Record Drawing should be
finished hy the end af the uveek. If you ha►e any questions, please give me acaA.
S
8rure A. Howard T
Vice President
' •S~ i
-g.
I-I 1f99
fsy;
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_ meuntam ~st, ,:~mead'1NA" 99627. TeP , Fax. 11 ,creshnew.ad8n mdh " "fk~ • ^ '°'"'+n P°-~` i'~z' . ~t~+'~ sechon numher~_'_1-; .
, -Date -Loratdon -Street •Map No~J~-,.~ .
1~.~12~.~ 0512912001 spakane s rees'In A
- •X Y Z coordinates -manhole type -dimensicsns '
- Pratection
non-[vcking, paved
oA: mndition -
strue:tur~ i -a`dw~~~'strnenttnn9s 78' of adjustmenl nngs
2 I ~kna~istructur~ ~:lii!lnan,g'Fuales.~3t~~d;~; ~ Patch run9 hvles
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Irom Msnhole ~ fo Manhole ~ Date ~ Positlan ~ Qbscwaflwr r
1 t tias arzs a I 143 s124 8 1 05r2912001 f 171 I TeB, at 02 ~clock, diameter 4 in . .
, 21 143s/25 3 143 Sf24 8 I 05r29i2001 I 408 I Tee, at 10 o"cfock, diameter 4 in
, 31 143 8125 3 7 43 8124 8 ~ 0512912001 ~ 889 ~ Tee, at 02 o'clock, diameter 4 in
`r'
4 f 143 8125 3 ~ 143 8124 8 ~ 6512912001 I 1183 I 729, at qz o'c[ock, diametQr 4 in
5' 743 8125 3 ~ 14381248 ~ 0512812009 ~ 146 ~ Manhole
S' 14381248 ~ 1438124 ~ 05129120 07 ~ ❑ ~ Tee, at 90 a"Goek, diamater4 in
71 1438124,8 1 1438124 ~ 0512912001 I 372 - I Tes. at 02 ci GoGc, diaMter d En
61 143 8124 8 ~ 1438124 ~ 05I2912001 ~ fi7 5 ~'fee, at 02 O dOCk, diamecer 4 In
91 143 8124 8 I 143 $124 I 0512912701 ~ 138 5 ~ 7ee, St 02 o'cl0ck, diameter 9 m
' 70 l 143 8124 8 I 143 8f24 ~ 0512912007 ~ 1665 ~"fee, at 02 o dqrk, diameter 4 m
7 7 P 143 8124 5 ~ 143 $124 ~ 0512912007 ! 777 8 ~ 7ee, at 10 a'dock, diameter 4 in
^:'1_= 8'' ~ , I _ , I awa l~s,"~"
13I i43 8124 8 1 143 8124 ~ 0512912007 ~ 2653 ~ Manhole
141 743 3124.8 143 8l24 8 ~ 0512912001 ~I 18 ~ Wye, at 02 o'doGe, dfameter,4 In
151 743 3124 8 14381248 0512912001 i 204 ~ Wye, at10 o'doCk, dEameter,4 in
161 9 d3 3124 8 I 14S 8124 8 0512912007 49 ~Te0, 0t 02 6'GIoGk, diamatee 4 in
17 143 3l24 8 ~ 143 8124 8 ~ 0512912O01 61 6 Tee, at 10 o"cloclc, diameter 4 m
78 143 3124_9 ~ 1k3 8124 8 ~ 05l2912001 ~ 78 5 7ee, at 02 o'doCk, diam8ter G in
191 1433/z4a 1 14381248 ~ 05120r20D1 I 91 5 I Tee, at 10 a"clock, diamater 4 in
20+ 14331248 1 143 8l24 8 1 05129l2001 ~ 745 ~ Manh61@
~
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05130I01 18:31 FAX CGC Assaciates, Tnc.
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eVent. The basin characleristicSare surnrnarized t~elow w+th #he remaining calculations .7~
in the appBnd9x.
Table Pla. - Basin 5ummarY Tahle - Areas
af •~•~L~,-~--.-~~"'~~`~~~~~;.~ - ~
: f},. ~_~'!~;-r ~z~ t - 't. ~i'f!F Y~". 1R.-` , -r~ J [ ~ ,a ~ ~b
I 4~~:i ~e~ Y o - i • ~
M ~ ~
- . ;
q 129,578l2.97 24,66314.57 _ 029
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5ub-Basin A1 y 48,01411.10 8,42010.19 0.28
=
Sub-Basin A2" 81.56411.87 16,24310.37 0.30
~
Table 2 summarizes the requirements af the basin
Ta6ie Ha. 2 - 208 Basin 5ummary
- - ~w;a~~ ~ ~ ~
PM~3.:.+r+*+
r~ . y~rii.-+ _ S _~dr 91 - ~y;~ „ 5~ IN2?
Y ~ , •"~-`_N ~'Y• s. _ ' y~ ~ {r * i r'd 7C ~'v° r• .
1 aJ ' 14• j y~,'Yi.~~
p~ •~~•~A ~}1.- ~~~L'~~~~ ' e C~'■ :CS- f ~vx~a,4.~ ~ 7. X.~'f ~si"1:
• . ~~:~'~~'.,.a`~ = M„ ~~fl k . . 3~° }~~o-~':
t
A o
y p, 9,026 ~ 'l,53A~ 1.574 I-~ . ,
.
Based an 0.67' depth, battom area only
ell - Sin 1e Depth, Capacity 0.3 cfs
nty 5tar~dard Dryw 9
_`~yrpe A is a Spokane Cou
- Type B is a 5pokane Caunty 5tandard Dryweli - Double Qepth, Capacity 1.0 cfs
CONCLUSf4N
As demonstrsted by the calcuiation5 and bvdy v# this repQ6t, the stomn drainage
facilities provided in the design w+li ade4uately stare and dispose of the st❑rm water
irom the site. Additionaiiy, the "208" area requirad fvr the paved park+n9 areas ar►d the
raof areas is pravided. `
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DATE: ' . ~~~j~ . . . : PAGES: . ~ I{JCLUDiNC COVER SHEETi
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3628 EAST FfRRY
SPOKANE, WA 99702
PHQNE (509) 534-971 i
FA7( (509) 534-9755 Transmitta!
r
Date: June 4, 2001 I Phone 1Vo. 477-3844 ,
W.O. No.: C-70-SO00430 Fax Nn. 477-4715
To: Spakane Gaunry Utifities ❑epartment
1 026 W. Broadway
Spokane Wa. 99260 Attrr: I Billy Llrhausen :
Re: Crestvfew Addition "Record Orawing"
Transmittat of the Fallowfn~
1 Mylar, 5ewer Record arawing, 5heets 1-3
2 Bvnd Copies, Sewer Recvrd Drawing, Sheets 1-3 .
: Notes: f r ` ~
Biliy,
x
Please review the acccrmParrying plan srieets for f:nal ar,ceptance. !f #hare is anything you need far final '
ar.ceptance, please give me acail.
~
FAt the request vf aur client, WfN LLG, I would like ta request #he reduction af ali associated sewer bands •far this proj f. ff yvu need any additianai informativr~, please #eel free to give me a call.
: •
. •
• ~~:i•tr~
Eric K. Lestee, E.
_
CC. WTN LLC, 721 N Pines Road, 5pokane, WA 95216 ,
5TI file A
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5O1L5, TESTIN+G & INSPECTIC7N `
June 4, 2001
STI W.O. # C-70-SO00430
Spokane County Engineer's Office
1026 W. Sroadway
5pokane, Washingtnn 99250-0170
,Attn: Mr. Randy Stronks
Re: Crestview Inspection - Constrne#ion Summary
May 21-June 1, 2041
Mvuntain Crest: Contractor
W1'N LLG: Developer
Dear Ranay,
This letter transmits the general r.anstruction actiVity that occurreci Dn site during the time listed above. This
letter is not intended to replace the constructian daily reporE graduced by STI Northwest ar its staff, but it
does trransmit the genera1 infotmaEion r,onceming the construcfion actrvity. Any item that may be listed below .
may or may nflt be in oampliance with the plans and specifications. This €etter is not intended to be a _
submittal for acoeptance. It is far an£ottnational use only. .
+Cartcrete ewb, gutter and sidewa]]ic instalTed. STI Narthwest an site to nhser^ve and perfarm testing
mf cancrete material. .
• A,CP placod on street sections., STI Northwest on site to observe and perform testang af aspkialt
concrete cvmpactiota, gadation and vil extraction.
Nv ma9nr deficieneiess ta rep6rt at this tirna.
If you have any questions or camments concerning any of the items listed above, plesse feel free to giVe me a _
caly.
} s~.
Sin0erely,
S Nort est
~ -
ter, P.E.
r
P ject Manager ,
cc: Mauntain Crest `
WTN LLC
CLC Fa1e ~
i
STI File ;
~y
707 W. 7th Avenue, Suite 200 ■ 5pokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844a
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NORTHMST ' 362$ EASm FERRY
SPQKANE, WA 99202
PHONZ {503} 534-9711
FAX [509) 534-9755 Tranamittal
Date: June T, 2001 IPhane ,No I 466-5794
.O. &Q.; G70-S000430 fax,Na. 466-1514 ~ Mt. Grest
P.O. Boe 1800 . .
Mead, Vlla. 99021
AKn: Brock Mateme ,
~
Re: I Crest►riew Addition
Tr°aRSm1fta1 Of the FciJtowrna:
Cvnstcuctian Punch List
Notes: , .
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.
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. ~
Please review the attached punch list, kf yvu have any questions, pEease give rrte acall.
Bruce A. Haward ' .
Vioe President
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June 7, 2001
STI W.O.# C-70-S000430
Mt. Crest Enterprises
P.O. Bax 1800 .
Mead, WA 99021
Attn: Nfr. Srock Materne
RE: +Canstructian Punchlist for Crestview Addition
Dear Brock,
Y
'I'his letter transmits a lis# of deficient items assvciated with the aonstructivn of street, - ,
starm drainage, sewer and water facilities for the abave residential develQpment that were
ohserved vn June 6, 2001, The items be1ow either have nat been cc+mpleted, or are
eurrently in non-canfortnance with appraved project plans and specifications and ;
applicable Spokane Caunty Standards for Road and Sewer Cansta'uctian. This letter is
based on items observed during a site visit an June G, 2001 and is limited to areas of the
improvements whose adequacy could be visually detertrrined at the tine of aur visit.
.
This ixiitial punchlist is intended to help you and yowr contractar moVe toward "Tinal
Acceptance" Qf the canstniction for #he above referenced project. We will continue to .
wark clasely with yvur cvntractar tn complete the funal items, hut a final acceptance ,
walk-througti wi.11 need ta be requested and completed by a representative fram Spokane
Cvunty. The absence af ccynstrued items fram this list in na way implies thst any unlisted
items have bcen approved vr are acceptable under current County Standards. .
Sewer
- Clean debris from sanitary sewer line between MH A2A (143.8f24) and NIH RI _
(143.8124.8).
• :.~ti r,.~-is ~J,,'9
- Install top step in all manholes. (4 tatal)
~
- Re-grout llli A2A (143.8124) 24h Avenue. Grotrt has cracked and neeis repair.
- Re-grout MH 25A {143.3J24.8}.
- Re-grvut MH R2 (143.8125.3).
- MH 25A and MH R2, the adjustment rings are out of specification. (i'er meeting
nn site with Bi17y Urhausen anrl Gene Repp, the adjustment rings are adequate.
No repaix ar dxg up required.)
.
~ • hY~
5'r ~i) F
If R~I,yta+Yl~e~`^ Y
t
707 W. Tth AUenue, Suite 200 ■ 5pakane, WA 99204 • Phone (509) 458-6840 • Fax (5[]9) 458-6844,,i4:;
Crestview Addition Punchlis#
~
Page 2 of 2 l
y-
7tt1ee# d11d StQ17I1 Dl"R111Rge
- Install street, stap, and dead end signs per ap roved plans set and M.U.T.C.U.. .
- Backfill ak1 curb and sidewalk t~ within 2" a~top.
- Backf ll sidewaIk fraati~ 24 Avenue. (Nate: East end of sidewaik at plat
bQUndary, there is an existing vvater meter twx that will be bwi+ed. Please call
Vera to infana. Caurtesy call vnly,)
- Fine grade pond in Tract G. Clean up sidesZvpes where Avista and Vera faciiities
were moved.
- Clean debris from catch basiws ar.nd pipe drahiing tv pond in Tract G. ,
- Repair Birdbath in paVernent. 25" Lane, a~prox.tmate sta#ican 12+05 leit.
- Repair chipped sidev~+alk at west end vf 24 Avenue. _ - Per General Nate #20, STI Northwest has obtained soil samples and we are
waiting for test results. We wilI notify upon receipt flf results.
Zf you have ata.y questions regarding any vf the items r,ontainei in this letter please
catrtact me at 534-9711.
Sincerely, ~
STI Northwest ,
Briace A. Haward Vice President
Gc: File
Bryan Wa3ker
.
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COMPANY: . .J ~ _...,.~.....~w~,.~~, PHONE.
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FROM: Jve:
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OR1GINAL IN MA1L: CYYES Olytf]
NoTES: "
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This docurrent(s) accamparrying thts iax irans~dsal0n cerAaln{s} informalian, which is confidential end pwivitegecl. ThIs intosmation is intendetl to te for lhe
inaividuai or errtify set forth abave If yau are Gt the irstended recipierd, please kse aware that any dscinsure, r~apyrng, distnbuti6n or use of the evnlents oP fhls
tlVa5M1i~lQ1CSR6P ~'N •Jp u~.
inforrnatfnn is prahibtted. Thank yvu
I r r~~
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i uli/U7I01 19:00 I+AX L'I-C Assaci$tes, lnc. lQOp2
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SOI& 6E5RSIEY
74
e Ta-BLrs Fi.-l3ricf descr'sptions ajsoiZs and their' ,
C{LessiGeatian '
I]epth '
5ai1 aan'se Desaription af sadl and sife 4rom
M&p
-symbol Surface YISTJA t,exLure
~
7u.
T7sC Dragova stony silt laam, 9 to 3{1 percenG Si alopes~e ~ep~ ~htst the auma+]e layer0 is storiy.
.
sloges. -
US[] 17rnoan Qtony silt [oarrz, 30 to 55 per-
cent slvpes. '
DvD I]regavn verp rocky complex, 20 to 65 Dragooia
p erepen'ttslape~s,Pa t-o pt ghat depLh t~ S sd
percank slapes. rack rarkges frotn 10 to 20 inches. Rock out-
arop in4luded in Ehis coanplex.
ii6 laam, 0 Cb 26 geresnt slo~s- Mg~'eA~mal_ t~l eand{YiliSl_~a ~ATg g 8m0'tl~ fl o~ f VOm 0 to 24 sl1L loam_--------
EkB Te~inska s
g ' ~~:.'s•
aanic-ash ia the surtace laYer, underlxrn by 24 to 44 Gravsliy losm_------ ?;t;~,
gravel at depEh a[ 30 to $U inches; oeaupies 44 to 53 Very Loamr~,veUq eandy C, ~ •
undulating, morainelike f,ogagraphy. 53 to 84 Grmve'1------------° , -
EIC Elaika ves}r stony silt loam, 0 to 30 per- Erimxcep~~hat theyta~emepy staay ~throu~li4~,
rsnt alo~s '
EID Eloika verry Stouy ailf, loaff+, 30 to 53
perCent slopes r -
Em Emden6 ailt loam. Mediurn-textured, somewhat pcsorlp ciraaued, 0 to 26 8,it loam----------- elkaline eafl 4ormed in allnvium ffrom esalaar-
evus silt, valaruRic ash, and diafonitie, depth 26 i~a 41 frery fine aandy .
to water table fluetusles frorn near f~ke surface 41 to 80 Sanloam.
r3y clay lonm-- to abaut 6 foct. f
Fa8 Freemwn silt ioasn, 5 to 20 gerccnt Varp deep, ~aderateLy well drnened ugland sails [3 to 22 8ilt lr~am_ ,
slopes. ~vith med~ura-teKtured surfaee layer and medi-
Fa83 k'reeman eilt loam, 5 to 24 gercent Cfam s fti ost allsng ~a hilly u[ilandy feemed 22 to 72 Sil1.y aluy loam______
slapes, severely eraded-
FaC3 Freeman ss1L 1aam, 20 to 36 Fereent
slvpes, severely eroded. Fm Fre.sh water marsh• Shsllaw, swampy, inEer~nittenC pottda aad
CP][igPS &F6lliid Iakes k'hnt huva s ftuctuating .r- -
water Eablc. EngineeriEig data is xioE given,
as land type is tao varlable.
GaC3 Garfie]d silty elay foaen, 0 to 34 pereent Verg Aeep, wail-clrained sail 8eve[oped tn loess p to $ Silf~y clay toam_____-
slvpes, severeIy eradad, on ridgetc~ps and knnbs vsi f.he rallIng to hilly 23 to gl~ty cr..~~a~v laam_____- ~
uplane~s in the Pa3auae soil nren
;
Gpq Garrison grnvelly Iasin. Dta 5 Accrent CmvellY, mediutn-textured, sQmewhaL exees- 0 to 15 Gravelly Ioann
drained soils tarmed in grat+ellq glaeinl 15 to 4~1 Very gtaveily laam
slagas. sively
g
Gg8 Garrisori gravellY [oaYn, 5 to 30 pereenG outwash ma.tertal frbm ~ var1eEy aF uaid, 44 to SO $ac 6blresnesnd ,
slap~ agnenus parent rack, an nearlq leveS ~,o mad- r
erately Plvping ierraces, depth to mixture ot
5arsd, gt'avel, Rnd CbI75I2SE017es rangee frvm -
2~i to 5 Feet
Gm8 [3arrssoa vety gF0.V@Ily ]nam, 4 to 8 Stmilnr to Garrison grti.vefly Iotxm, escept that 14~a44 Ve y gravell~qloam
percent slag~es, the surfsee layer is ve~ry gravelly. 44 to fid Sand, gravr1, an+d „~f.~ ~
:a
crrbbleatnnes. ~ ~"s
Gn8 [}arrisnn vary sWny loam, 0 f.v 24 Simllar to Garrison gravelly [oam, exeept that
percent slapes. Ehe aurfaee lnyer is very stony.
GpA Glenrc>se siltlosm, Uto 5 perceiLt aloPea. VerY dReP, mCdium-texttiredr j~a at 3lR aunfaea D ~ 72 Silt ioatrs_
GpB Glenrose silGlQam, 3 tv24 parcantslopes. Formsd [rom acid 'zgaeaus g
GpC Glenrose a~t loam, 20 to $0 pascent layer influeneed hy laeas 'And vfllcaniC nsh; on
slopes gently rolling to st-ccp uplands.
Gpp dFlsnrase silt 1ae,m, 30 to 55 percent
slages. , .
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06007/01 19:00 FA][ CLC Associates, inc. Wj []03 '
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$POKANE CO431VY, wA513LNGTOIJ 76
;y_-,estimated physica.d a,d eJaernical Prapertaes-Cnntinuvd
:~~r: . • , .
jGlassi~icatlacr--Cantinuad Percentage pass=ag sieve- ` Availehle
Permen6ility water Reaetiou T3isgeesion 81~rink~weit
Na. 4 NQ. j{J Na. 240 C8F1&City (1 :5 Lt1tVt[oci] Pflte17tla)
• •
" 4~174
[]ni5ed ,hARHO (4.7 mm ) {2 4 mm ~ mm.J • .
t s,~7 fa. Pa hr. Ire. ptr fra, of ►Mt -PH
~na;- • , , ,
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5 r`. KL-OL_--- A-4------ 85 to 98 80 to 95 so to 70 a_ 8 ta R5 a 17 to D. 20 s. l to 65 High------- Law to mod-
EtYi~- , ati~ - 9U A-g------ 75 te as 40 to sa a$ to 50 o & t0 2_ s a 12 to o 14 s. sto s. s gsgn------- Low.
~-aM A^2------ ao ce ao 20 to 50 8 r.o L6 S[R to ia. o0. 06 to o. oa s t ta a. 3Hrgh-------
YU 0 04 to Q OB B. 6 6v 7 3 High------- Low
A`i_----- 25 Sa 85 10 to 20 6 to 5 7
~ . ,
+5
A''~------ 95 to 144 90 Lu i(i0 90 to 95 d, g to 2 S 0 17 Ea 0. 20 7. 8 to 9 0 High------- T~°=nt~rned- .
p-4 95 to l[10 9C~ to 100 60 to 70 0 8 ~ 2 5 0 17 to 0. 20 7. 4 to 8 9 Moderafi,e___ Low.
.a ~ ~
- CL pi-6------ 95 to 106 90 to ss 85 to 90 a~ to a, 8 o. 17 to a 20 s s to 7. 3 I~ow------- N~iioderate.
"'bfL-CL---- A-4------ 95 to 100 30 to 100 80 to 94 O. 2 ta Q. S 0 17 ta G. 20 8 fi 07 3 1Vioderate--- ~ atemod-
C('-----°-- A-fi------ 95 to IOSI 00 to lOD Sd to 90 ' [4 CSS U. 17 to 0 20 fi fi to 7.3 Iaw IdladsraGe.
- , yY~
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t
' f`CL A,-g°----- 95 to 100 90 to lOQ 90'Ea 95 0~ to 4. b 0 17 to 4 16 8. 6 Go 7 3 Law------- Muderafi,e
CFI..------- A-7------ 95 to 100 90 tn 104 90 ta 95 6 05 to 0. 2 U. 14 to 0 li G. 6 to 7. S Law------- Fligh
CL-------- A-8------ 95 to 1do 9[} ta 100 80 w 96 0.2 to 2.5 ❑ 17 to 0 20 6. fi to 7. 8 Lnw------- ilfiaderate.
56A~I,.t------- A-4_.---- 65 to $5 4f~ to 80 35 ta 5i3 6$ to 2 5 fl 12 to 0. 14 8. 6 to 7. 3 NIvderate Lo~a -
l
zCM-------- A-Z..---- 45 to 65 39 to 64 5 to 15 2 5 to 5.0 0 08 ta if 10 6. & to 7. $ llriodera vr.
'•~i ;Gp-------- A-1------ 25 to 35 10 to 26 0 to S ]10 0 04 to 0 06 8 6 to 7 3 High------- I.cm'•
r
GM . A-a--°--- 36 to BU 20 to 50 5 to 15 2 5 ta 8 0 0 08 to Q 16 fi 1 to 6. 6 Modera~--- I.ovc
~ ~GM~_~._ A--2------ 45 to 85 30 to SQ 5 to 15 2.5 to 60 0 f38 to U. 10 8. 6 ~ 7. 3 D4odetate--- Law. , • ~
t_- 1~ 0_ ll4 to fl. 06 ff 6 tn 7_ 3 ki'sgh----___ I,nw
y-------- p` 1------ 25 to 35 18 to 20 0 to 5 > ~
q~~ ' • v~~.
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,="x -Ir-CI._--- A-4 80 Eo 95 75 ta A5 60 to 85 U. $ to 2, S U. 17 to 4.20 6. 1 to 7 3 Muderate__ 1' mnderate.
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SQ1LS, 7ESTING & 1N5PL'CTION -
YiJune 7, 2001
STI W.O. # G74-SO00430 '
H~~.~•c
Spvkane Coiutty Engineering ❑epartment , `,~•6
1026 West Braadway Avenue
Spokane, Washing,ton 99264-4170 Attn: Randy Stranks
Re; Grest►=iew - Sail Penmeabiliky Daar Randy,
With regard ta the abave referenced project, we request approVal of the use af Spokane Cvunty
Soil Survey ta determine soil permeability for the project's drain ponds.
~
The project plan's general nQtes indicate a minimum required soil perrrieabiliiy of 0.5 inch per
hour for the planned drainage pvnds. Tn lieu nf performing a standard soil permeability field test,
we wish to utilize the Spakane Caunty Soil Survey's physical property index to Verify the pond's pscmeabiliry.
F3ased on field abservations hy our geatechnical engineer and soil gradatian tests Df the projeot's
soii, the snil as defined as C'iarrison soil fortnation. This particular sail's physical pfoperty is
listed in the Sai1 Survey's irndex as having a permeabiliry vf between 0.6 inch per hour ta 2.0 inch
per hour within the tap 3 S inahes af soil.
'~a•
Pletse notify aur office of the Gounty's approval or our method ta determine t'he pond's
permeataility as stated above.
.L
Sin erely, ' ±'~~s •
-
r' ster, P.E. ` • ~.~~,<<.~
P ect Manager = -
cc: Mauntain Crest
CLC File , STI F'ile
;V'~~~,
747 W. 7#h Auenue, Suite 240 •'Spakane, WA 99204 • Phone (509) 458-5840 •Fax {5(}9} 458-6844
{
~ NORTHWESI" ~BFRIQE[41~~' ~ -
solts, rFSrrnrC-i & rusPECrrOnr
rune 11, 2001 -
sTz W.O. # C-70-so00430
Spokane County Engineer's []ffice 1026 W. aroadway
Spokane, Washington 99260-0170
Att'l: MI'. R&[tdy Sh'Oriks
Re: Gnestview Inspec#ion - Constructiun Summary A-
June 4- June 8, 2001 Mountain Crest: Contractor -
WTN LLC: Developer Dear Randy,
This letter transmits the general constiructian actiWrty that occurred on site during the time listed atrove.
This letter is not intended to replace tte cmnstructinn daily report produced by S'1'I Narthwest ar its staff, ;
bu# i# daes tsansttyit the generaF informatiar► concemcng the construction activity Any item thafi may be
lisfied bel❑w rnay or rnay not be in compliance with the plans and s,pecificatians. This tetter is not intended
to be a su6mitfia1 far acceptance. It is far snforsnational use anly. ° Punchlis# inspectian performed; drain pand subgrade s0i1 sampled to be analyzed far catiQn
exchange capacity; street asbuilts drafted, reviewed and signed.
No major deficiencies to report at this time. .T~
If yDYa have any questions ar carnrtlent5 concerning any of the items listed abowe, piease feel free tv give .
me a call. ,
Sincerely,
STI Narthwest / " .
_ f.
= I.~ wre
E Lester, P.E.
• . ;^='S'z,~
a~ect Manager '
CC: MC11111ta[n CTeSt ~
W~ LLC
,
CT,C Fl1e
STI File
7{]7 W. 7th Auenue, Suite 200 • Spokane, WA 992[]4 • Phone (509) 458-6840 ■ Fax (509) 45$-6844 .`g•'-.~'~' y
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~ S'VL 'ANALYTICAL, INC. c@rxtficata: wa DoE uo. co74; nox Ho. nsv '
ana Government Gnlch a P.O. Hox 929 ■ &allogg, Idahc 03837-0929 r Phonai (208)794-1258 ■ Faxs (208)763-0$91
jIENT : STI NORTHWEST SVL .]OBs 9$138
eriC7JECTt CRESTVIFW SAMPLE: 266772 •
CLIEN'I' SAMPi,E TI]: #522 , Sample Callected: 5131I0I
5ample Receipt . 5105101 Matr,ix. 50IL
Date of Report . 5I13101 As Received Basis .
betermination Ftesult Units Dilution methad Analyzed
CEC 4.89 meq114ag 9081 5113101
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SAMPLE5 SY: A47
,WTl NoRTHWEsr LAB: C )-kW
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3628 E. Ferry
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sPakane, WA 99202 CHATN OF CLTSTC3I7Y r~ATF, svBMrrEn: ~ - (4-6
(509)534-971 Ifax (509)534-9755 1V[ETHC]D OF I)ELWERY:
I]ATE DUE:A kF
SAMPLE ID SANTLE TYPE TESTS PERFORMED SIGNAT[3RE SIGNATLFRE
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'-$SC)1LSr TEa7 TINL'+ Q[ INSPECTION
1: •
]une 19, 20[)1 ' -S7`I W.D. # C-70-S000430
9w
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n 1
Spokane County Engineer's af~tce '
1026 W. Hroadway
5pokane, Washingtvrt 99264-0170 .
Attr►: Mr. Randy Stronks .
_ .~Y,•
Re: Crestview Iaspectian - Consttruc#ivn Summary '
June 11-June 15, 2001
Mountain Crest: Contractor
V1rTN LLC: T)eveloper
Rear Randy,
This letter transmits the general construction activity that accurred on site during the time iisted above.
'I'his leiter is nQt intended ta replace the cvnsfiruction daily eeport praduced by 5TI North4vest ar its staff,
but it does transmit the general infarmation concerning the canstruction activity. Any item that may tae
listed belaw may vr may not be in compliance with the plans ar►d specifications. This letter is nofi intended to 6e a subttiittal for acceptance. Tt is for infQrnnational use Qnly.
0 6113101 Punchlist wark completed by taday's date.
• 611410lCnunty walk thru with Randy Stronks {Spokane Count]'), Bruce Howard (STI Northwest), and Brock Mateme {Mountain Crest}, Minor correctiae wark required. X~
„
No majmr deficiencies tfl repflrt at this tirne.
. .ri
Zf you have any questivns or camments canceming any of the itetns listed above, please feel free to $ive
me a r,all.
Sincerely,
'
~
S'TI Nr~rt est
A
• [w. f .
q411 1C Le5tiQ1', P.E,
raject Manager
cc: Mountain Crsst '
WTN LLC
GLC File , .
STI File
• }
.
707 W. 7th Avenue, Suite 200 * Spokane, WA 99204,6 Phone (509) 458-6840 ~Fax (509) 458-6844 '
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NORTHWE
- ST , ~fAM11E1S1~p y__i?: , •
SOILS, TEST/NC, & INSpECTION " ~'-'V'
June 26, 2001 '
STI W.O. # C-70-S000430 `
Spokane County Engineer's Office ' 1026 W. Broadway
Spokane, Washington 99260-0170 - ~
I•L.~•'
Attn: Mr. Randy Stronks ;
Re: Crestview Inspection - ConstrucNon Summary
June 18 - June 22, 2001
Mountain Crest: Contractor -
WTr1 LLC: Developer ,
Dear Randy,
This letter transmits the general construction activity that occurred on site during the time listed above.
This letter is not intended to replace the construction daily report produced by STI Northwest or its staff,
but it does transmit the general information concerning the construction activity. Any item ttiat may be
listed below may or may not be in compliance with the plans and specifications. This letter is not intended -
to be a submittal for acceptance. It is for informational use only. .
• No work performed requiring STI Northwest inspection and testing. ,
No major deficiencies to report at this time. 01
If you have any questions or comments concerning any of the items listed above, please feel free to give
me a call. -
,e
Sincerely,
STI Northw st
1 '
iAi/~
~~r V
Er' Lester, P.E.
. •
oject Manager
cc: Mountain Crest '
•
WTN LLC
CLC File STI File
t:
707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 "
; .
®rOADA'o NORTHWEST
sarLs, rEsrrNG & IrvSPEcrraN ~
Tuly 9, 2001 1 STI W.O. # G70-SO00434
Spokane Caunky Engineer's Office
1026 W. Braadway
Spokane, Wasshington 99250-017fl
Attn: Mr. Rarldy Stronks
Re: Creslview InsAectian - Cnnstruction Sunnmary
.Tune 25 -June 29, 2001 '
Mauntain Crest: Cantractor '
WTN LLC: Developar '
T]ear Randy, '
This Ietter transmits the general construction activity tF►at occurred on site during #he kime listed above. 'Y'his letter is nat itttended to replace the cansiructian daily reporC prflduced by STI Narthwest or its staff,
but it does lransmit the generas informatian concerning the construction activity. Any item thaf may be •
listed below may aX may n6fi be it1 ceampliance vvith the plans azld speaifiaafiion5 This letter is not intended ' y
to be a submittal for aceeptance. Tt is for infarmational use oniy.
• No wark performed aequiring STI Northwest inspection and testing. '
Na majar deficiencies to repart at this time.
Ifyau have aony questians or comments cancernireg any affihe ixems listed aboue, please feel free to give
rne a ca11. -
,A•
~"L
Sincerely,
STI Norkhwcst
z~ ~ •r
Eric sfer, P.E, ~ -
•
Pr fecf Ma.nager - -
cc: Mvumtain Crest '
VVTN LLC ~ - ~
~ CLC File STI File
;
3628 E. Ferry ■ Spokane, WA 99202 • Phane (509) 534-9711 • Fax (509) 534-9755
AT•A• GLANCE I'
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Cli~nt• W'I'l~T, LLC ~ro,ject C-70-St]~Q430 -
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MOiSTURE - DENSITY RELAT[ONSHIP 5arnple ldo,t►f'wtion. ~ • ' • ~
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Camposite Sampie ~ . .
5ample Descrotion:
Gravel with 5and
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Liquid Lirnit Plastie Utmit Plas#icifiy Index Classificat+on
Type of Test ASTM D1557-91 B Maximurn Dry Density 132,9 pcf Optimum Maisture Cantent 8.0 % ";4 :
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- - CrestView Estates '
z
~
~ Lrcation: . ~
TP 1 & 2 . `
Jab No. Date:
`1Wrl P►rOR~'i~'"VI~EST C599Q74r:% q?,,D
< < b-
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Var1a.Ul a,:lv 'LFSUa 40~0 .toua _ Juv ;.,I cn3 '0041/002•
L'7C~Sf3r~a~j3p
SPOKANE GOUNTY ENGINEERS MATERIAIL LAB TEST
j ~ Z ~ • J '~.~;y~
MAXi DFNSITY WORKSH€ET 146e6 +PeF @ 8.1% l.ab # 01-0490 ~ Job Name WEST GRES3' SEINER
JQb # 2343 DIST 1
Sampia Date 618101 j ~ Ivlatsrial Type CSTC
5ampled By TAYLOR EHG. ~ C_SGUrCe SPaKf~NE ROCi4 P~iODt]GT5 CHA77AROY Pi7
Test Dafe 518I01 LoCattan STOCKPILE
Test by JENKIN STA ~ ~ Checked by
tESTMETHOD T-180 D PO1NT5 ~1 2 I a 4
BLOV►IS L,AYER ~ 56 WG'~. OF SQiL MOLQ 19250-8 ~IIC08.1 11~i5fi.7 ~11636'7
hlO. LWYERS 6 1AfGT. QF MOLQ ~2fi7.6 ~ 6257.6 .62576 _ fi2ST.fi
pRgP kit1GHT ~ 8„-•- WGT. AF 541L 50692 I 52513.5 ~ 5393.1 53731
MiRb ~IZE " 6 " WET I~iVIT WGT. -747.0 154.3
5AMP1:E WGT. 1bs. WGT, OF ARQIST SAMP 686,2 6336 881.8
'SEI11,E SIZES 1NiGT RE7. 1°Io REf. 1°/o PASS WGT. OF SAMPLE DRY 652.1 ~$91.-6 ~812.3 892.6
1 114" ~ WGT OF WATEi~ r-34.1 ` 417 j 69.5 ~ @2.4 Mv1S7i,]RE CflNTENT 5.2 ~ 7.4. ~ 5.8 J. .10 4
314" FFiEE WATER ~ N ' --I N Y y y ~~•w~
,318" URY UNIt WGT } 139.7 ~ 144.2 146 2_ 143 3
~ !#q SPGR 2.88 ASS[JM OPT H2() 81 -
PAN GURVE DENS 1466 CALC MAX 145.5
• MAK UEi~'SI''Y CURVE - ,
a~ MOIsruRE • ' .
d 5 $ 7 B 9 1#}
447
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' REF[]RT Nv.. ~ . .
NrI wwrimp-sir DATE:~~'fv~
TECH.-A
.
3628 L.FERRY
CupOKnNIB, wA 99202 CONCRETE SAMPLING ANri TEST REPUItT
(509)3349711 Fax (509)534-9755
~ FIELD I]ATA SATCH DATA
Carv~~ svnUx
DA'i'Z UF ~S L'5-~ nR~~. 1'RUCK Has
T'U4iE OF 8A11dM nCKU1' Naw
SACIC$ CY~MFdV'i' 4 GY.
9AN -I E ~'YPE '~YPE ~IV7'
SATCII 'IOU
ftj]~ TWX ~ • ' y ~
3A~A'IPI.E I~C)CAI,'L30N E1~ID PF.A'4:EMwNT'rII4~
• AI1MU1'[7RM
TATA3, CUBIC YA'!WS PLACED K?4AGGREGA'lE SIZE
8A1lU'I.E 7'AKEt+i FROM -5::q c1: ol SATC:ti WATEB (!W)
Cnre Ba: ~ ~4'ATER:C~iT F~A'[it) ie~c- .
. . _ ;a
Nates: • , DMG+I STRENCPB
+g`; ~s
FIELD TESTING DATA
TEST RES[FL Y'S SPECIFIXD YALUES.
i{s
+ 4
~,~c ~ - _•,s
n9CN+ S , ;
SLY}"MP (114 ip.) {AS~[ C 1431
G[]NGRETE TEMPERATIJRE [ASTM C. 10641 E Z~ * b,0 " l'Q ' F f.v D aT- _
,
~ ~ .
AIEt CUNTEH'[' (U. 1 °/o) [ASTM c 23 11
Z. ~a ~
WA'~ER ADDED {,gal}
WATER:GEMENT RATIV
LABORATOItY TESMG DATA ,
ACiE SUE ARLA TUTA~L .53~ENtj`'!~ HREAK'- r~ p~`,
I~pH F,~ELp I]A'l~i TES~' '"a,~
~s) 4~) Tr~}~ r~;.•~~~3.
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Cib7 . ~ 51416, 516-101 ' 6K(Z 29,Z7 61 ~b 0 61sht 2v 13115-o 97tv
6ZK Z ~17 ? 337?0 9130
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SAMPLEDBY CHECKED B ~M ~VIEVVED BY
~ •
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fa •
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NQRTHVYE$T • ' ,
ASPHALT RICE TDEN5I'rY 'I`EST
ASTM D 2041 f AASH'T4 T 209
n+i ~
I]ATE 51 a1
PROJECT NAME L' ke-t,~ Q k PRQJECT NCJMBER C-70 -S &30 L(`~O
TYPE OF MIXTTJRE
SIZE OF SAMPLE '1e3
NUMBER OF SAIVDLES t
. . ,
TYFE OF CON'I'AINER _(circle one TYPE A,B,C,D, vr F)
TYFE OF PR[]CE~7~EJRE (circle v~ae VLEIGHT ~T'W E I~HT Il~ Ai~t) -
.
A MASS OF SAMPLE, g.
g MA55 OF CCINTATNER, g• ca~
L lYlASlJ OF 4+4/ Y PrRj g. 371. 9
E
D MASS OF t:oNT~ER + '~OVER + wAT'~R (FULL)a g.
E MASS OF CCINTAiNER + SAI,ViPLE WATER,, g.
F YO~UNE OF CON'TAINEk cm3 I' if.
.
~r~~~ ~~~4•
G do~.~ OF s~r~E, i~t'. ~
H nEvsrrY OF s►+,WLE, cml tfO. [Al(A+D-E)]
'I'EST PERFaRMED AT 25°C +13 ar - 2.3 aC (+3 or -50F) no carrectien needed. See AS'TM. - 3•VOLUNE OF CaNTAINER = f~► ~ ~ Y' ~ ` ' ~
DENSITY IN FCF (ft) = I)ENSITY AT cn' x 62.245. (62.43 X 0.997)
RECflRTJ L]ENSITY TO 0.000 cm3 ! ft'
'•1 ~~1.1~ ii .
NOTES:
s ,',~~3r
' ~2~ • ~}t.
TESTET] BY: CHECKEp BY: ~ RE'VIEWED BY:
0A5I45$0RkiC •~'h •
t E 1
7`~~`~~ T ~83 8 2.z ~i^e~
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' LABOIiAT(7RY REPC)RT F'R07ECT: C -e-,AV l 'e~ ' - - ° _
AWNQRTHWEST ASPH~~L7` +CDN3'ENT PRC1.~ECT NUMBER: C 7t] _:~4~j
3628 EAs~° ~~y IGnrrTIoN.nETxoD
eu„KANE, WA 99202
%534-9711 fax (509)534-9755
FIELD REPC3RT No.~I ~ I?ATEs` ~t f7 Se~MPLE LC?~"i #~v''.~'`Fti~7
•rYmE vF A~P NffXTURE (circle) , A~ n ~ F C, _ A BDEF G T ABDEFG
~AT'E / °rTME oF sAWLING rl_~L 0
METHaD ! I.OCaATIDN' L~ C] r f~;_-~D kT ;t-
~
PLAN`I' NAME 1 No. p'L -
T'RL1CK No. cto
FIELD TENV.{°F}
AIR 'I'E1ViP.(°F) TQTAL TaNS
~ •ri-
,
MASS Ok' SAMeLE AN[3 TARF,
(before test) (9) , AI.
j
MASS OF TARE (g) ~ 5?
vIASS OF A55PHALT (9) JS Z2
CALIBRA,'i'IC]N FACT[]R % ~ ~ ,
MASS OF SAMPI E AND TAIt'E
(afker r.est) {9} tl~
MASS OF AGGREGATE (g} S 2>k3o 0
WEIGHT LOSS (9) . ` ~
PERCEN'T Li)SS (g) S ~ ~ ~
B~' R.ATIO (/o) CALIBRATEII ASPHAI..T
C:UNTENT M w .
1~
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.
N[3T'ES: _ ~ -
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SAWLETI BY:~ ~s~n BY: CrN~ c~c~D aY: ~v~wED BY: 'a
.
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145 . .
140
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135 3 •
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Laboratory I D No. 615
Descriptian of Material CSTC ~
130
Test Nlethod ASTM 01557 Method C;
, .
126
, -
TEST RESULTS
ai'1. .
141.0 PCF
Maximum Dry eensify Y :
120aptimum Water Cantent 7•0 °lo
~
CL ~
~ ATTERBERG LIMITS
w 11 a '
~ LL PL PI`
^'.a•
110
Gurves of 10[~°o Saturation r;'~~•`~ ~
for 5pecific Gravity Equal ta.'
:•L~ti- ,
2.80-
.
1 05 2.7fl
103 F
2.60 Z'
1 00
. •
v~
90
n-v Y•
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8520 25 30 35
N ~ a 5 10 ~5
Z WATER CONTENT, °!a "
0
Nia1S7URE-❑EN51TYRELATIONSHIP
Project: Grestuiew Es#ates
o Location:
~ ~~~TAF N[3RTH1NEST Number. C-70-so00430 "r.,:
{ .
, U.S slE►1E OPENtN[3 [w INCHES I u.s sIEVE 14s1MER5 I HYDfaaMEl'ER .
B ~ 3 ~ 1S 1 1R~ 3 4 6 $10'$18 20 400,~~~
100 UM-11- I
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paarse ~ ftne ~ caarse I rrsedium one
5pecimen ldeniiTicatan ~ Descdptivn atMaterial ~ L.L k PL ~ Pl ~ Gc ~'Cu" ;
~618 1 A I ACP C4ass A- lnland Asphaft jlr4a 120.62 ~
m I LLimit A 1.0 11.56,.,120:53
•
■ l ll Limit A 1.0 ~ • ~ ~ ~ 1 1.33,".j ~6.41
Spedrraen Identifi~tion I D1 0[1 ~ D60 D3~1 I D1 0 ~"o~Gravel 9~Sartd ~~'oSif~ /*C}ay, _
ij 618 1.0 y19.1 ~5.415 l i.a12 I 0.263 443.3 l51.7 9 6.1 J14-
L Limit A 1.0 ~ 19.7 I7.023 ~ z I 0.342 I 51.3 1 45.7 3.0 j 4] Lim3t A 1.0 ~ 19.1 ~ 3.7SC ~ 0.712 ~ 6.102 ~ 33.3 1 58.7 ~ 7.0
4 I 1 I f 1 ~
~ 1 I I b I I I I
, a GRAiN SlZE Di5TRl8l7Til7N
.
o `
Projeet: Gresir►iew Estates
Location: 25th Lane STA 11+50 ~
~ ~
.~T1 NaRrHWESr Humbef: C-70.-so00430
C'~ ~ e1y' ~YS
IIJ } . p ~
. • ~ yq
115. S1E1fE OPENft3[3 fN fIVGHES I l3 S SIEVE NiJiNBEl45 I kYDRDM£Ti ER
fi 4 3 2 1.5 t 1/23% 3 4 B 81D 14ZB 20 3Q 40 59 60 109140 200 _
lC10 ~ ~ JT_
~i .,v-- - ~'f ,
g] ~I I ••---~-~-I I--F-----I ~ I ' ' '
8YI f 1 _ r
~^Lp
I~ ~ _ r_TI~ ~ ~ ~ _ _ ~_r ~ I'. I Y `
- ~ - - - - - ~
70
65
_ __a__~
~ ~ ~ I _ ,
a 55
Lu +50 I - - . . .
U. - _ } ~
0.
~ 1 ~ b ---T-.
30 ~ I
25- I ~II
2f1
,5 ~ ~..t----.-~~
i---'-`. --~}.o-.- ~ ~ _~..._~I „ ;sr .
Q~ 1~ JJ~
4f~ 0.1 p 0.01 0xi01 -
CyliAlN S'I.ZE IN k{ILLIMETERS
•r*
CoBBLES GRAvEL I sANo slLT oR CuAY
caarse I flne ~ eoaese I rnadium
5pecirrwn lderrtficatian ~ Description mfMaterial LL ~ Pi. I PI ~ GC I Gu'• ~
,
{ B15 1.0 ~ CSTC - Spaltane Rock ProducWGhattetoy Pit 1 11.33 136.23
m ~ L Umit (CSTC) i ,0 0.66 .I 16.05
■l G Limtt (CSTC) 1.4
specin-teh iasn~ficatiQn ~ o100 I o60 I o30 I❑10 I%GraY~l F%sand %sir~ ~ciay .
W1 615 7.0 ~19.1 1 4.72 I0.904 ~ 0.13~ 39.9 63.1 7,1 A
~ m ~ L LiFnit (CSTC) 1.0 I 19.1 I 7.177 ~ 1.607 ~ o.~~~ ~ 50.0 49.0 ~ 1.0 ?k :
5 ■ u Umft (CSTC) 1.0 18.1 ~ 2.887 ~ 0.584 ~ 0.075 ~ 30.5 69.5 ~ 10.0 ~ ~ ~ ~ ~ ~
~=j I I ~ I
GRAIhl 51ZE DISTRIBUTI{]N
~ Project Grestview Estates
Location: 25th Lane 5TA i 1 +00 ~
~
JWTJ NORTHWEST Number: e-70-sn00430
~ • , ~
g . w .
145
P~
140
135
Laboratvey ID fVo 5291.0
-
Descrip#ion af NPaterial Sand with 5ilt .
130
Test IViethod ASTM I]1557 Methvd A
a .
125 TEST RESULTS
Maximum [7ry Density 133.0 PCF 720 Optimum Wa#er Content 10.3%
a . ~
~ ATTERSERG LIMITS
z 115
-
LL F'L PI
Q
110
Curves of 700°/a 5aturation
for Specific Gravity Equai to:
• rf2.80 10
~ •
2.70
,
2.60 :i
1 fl0 ' .
95
a 7-~ 3
90
n s'•~!Y\ '
n a
R VJ EIR 11-i
~ 0 5 10 15 24 25 30 35 r~
WATER COfVTENT, °Io M ~ MC]15TURE-DEN51TY RELATIaNSHIP
~ Project: Grestview Estates
0
~ Location:
~ JWTJ WORTHwEST Number: C-70-5{100430
- '
1'f5 "
. •
'•a'.k .
1 4o
. t
135 ~
Latoratory IO No. 6151.0
Descdption of Material CSTC - Spakane Rock
Products/ChatteroY Pit ,
130 AST~III D'~ S~iT Methad C
Test Meth~
125 .
TEST RESULTS 'Maximurn Dry bensity 441.0 PGF 120 Qptimum Water Cantent 7.0 %
~
~ ATTERBERG LtMITS v~ -
~ 115 '
LL PL Pi •
~ _ .
o ,
110
Curves of 100% 5aturabon
far SpeciTic Graviiy Equai ta:
•r ~Y.. .
2.80
105 `s1 •
2.70 . w
2.60 ~
100 . '
,
95 ~~'G,
0 -
~ ~•r ~ t '~g
~ C} 5 10 1 S 20 25 30 35 ~ WiPITER CAMTENTr, %
. ~ MDISTl3RElnENS9T1f RELATIONSH[P
~ Project Crestview Estates r
ut~
~ Location: 25th lane STA 11+00
NDRTHWEST Number: G70--SOOD430
~ -
I° • ` -
May lfi 01 013:48a Spokane Rock Products Fnc 509 292 2441 g;r•` - ,
Tuesday 07 af Na❑ 2000, Faxination ~ ->509-292-2941 Page '2 a£ 3 -
SPOKANE COUNTY ENGINEERS MATERIAL LAB TE5T
.,~K .
MAJC. DEfVSIfY V4r(JRfCSHEET ~~'~9:8 PCF' ~ 7.`1%
Lab # 04•1351 Job Name ~INFOF2MATiONAL
. _ _Y..~______`._..__.._- -
Jffb ~S D4-CAN-2i4
^ 5aple Qate ~911210Q Me[en~1 3ype C'$7~
-.Y • r------•---•~._..~___~~..._
Sampled By- Jc3MN5CINfWALTERS S4urce _ SPCKAfVE F?[JClC F'RC)DCJCTS ~1f[~L~1L0]D
- - - - -
Test aate 11121Do Locatian STQCIS~'ILE ,
---f&it
WALTERS
7est dy..
_ _
Ch~ked kv 3ENKiFJ
1'E5T METd-iC7C7 T-180 D_---__.._-••-•.._____IF'OfNTS .~1._._- • ~2 - -_--.3._---
BtC74RVS 14..,~441fER 56 WGT ~7F 5O1L 8 A~IC)LD 10535_8.. ..1 C1552 3102691
Na. LAYER5~-------------.- 6~~~.--------------• WGT. OF iUIC~L{J ~5463 4. 5463.4 5463_4__
-•••-•----_-••-..r-----_---.------- ____.e__..,~.~ - -
Of~~P HEIGFi~ 1$ " V'VCT, OF SQIL ~72.A 5fl88 9_.. _ 4&[15 7 -
_
V3JET UN}T WG7 ~ 1491 1496 - 1413
SAMPI.E WGT, 9k7s. WGT. OF MC7[ST SANiP 993.7 W957.1 _ 754 0--
^ • '
SEiVE 51ZES IWCsT RET. I°/a RE7 I°Ia PA55 WGT OF SAMPt,E DRY _ 9294 ~ 866 7165
-
1_1144" • - - • • . UVGT OF 1fyJATER . 64.3 710
- • - 1MOiSTURE CDNTENT 69 _ 6 Q • _ 5.2
• _
314" FREE VYATi ER
------~318" _ pRY UNI7 WG T -1395 1385 1342
#d SPGR 2 68 ASSt.IM QPT H20
PAN . ~ .~"T_.._-_ CURVE'❑Eh+S 1398 CALC M,4)t '
i
MAY DENSI1'4' CC,3RVL F , f
'9G MOfSTURE . .
q 5 6 7 9 9 40 1g
tiati
146
4S .
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L ` xr4
VM r
~ 137
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135 " •
134 _ _ _ ~y-
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~~RTHWEST
IlNSPECTIi3N LUG
PRaaF-c~ NAME: c IZES7 th e-uj ~,s~►~ ~~-5 PRv.rEcx NuMBER: e_-70-S 000430
,
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P~,~~~td ~ Gc1' ~ ~ 5~~.~ s 1 ~ ~-c~s~ ~--a r.~ ~~-o
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S~►< I~S r~4C. P~cu.S 51~'
4)+iv'5' Ae FaG 1-0
Ai 2~~►'~~~Lri~ 0-0 4" 6« m*x5 SG~ulc~
L.&~- L>e+u~,=°~c~~ f-ssrs ~ PAssz::a
-AG 4ja + t~~3,51~Ves. 2Lr`~tf2-ft ~~5 ~ I-1~h;
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ZN'SPECTIDN TYPE: G-CONCRETE I1-17ENS= I=INLETIDRYWELL M=MANHOLE P--FRESSURE TE5T
SS=SEWEIt PTFE S= ST6R,NI SERER W=WA"FER PIPE
~
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z ~ ~ _ • ';.~~,T_~- = _ .
~,.n~~' ,f-~h.r N°~"' 1 " ~ • 7, ' . ` F~ r
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~
~~~THWEST
IINSPECTIUN LOG
PR47EGT NANM:_~ 1~.V_5rl-V► EW r:5,s rA.r5s P1tOJECTNUM$ER: C-~ o-~ oo ~,r~.3 a
i"?19, 1 Mmam
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Y
Ot e.~ ~ ~~~-t~~-~~-~-~ ~ 41
~ 1-7 _ ~5tvLAt.j ~YU
9wco- wsr Irvs►~-u c,ti,~ac4Vv
INSFECTION TYPE: C=CONGRE'3E D-DENSTTY I=INLET,fDRYWELL M=MANHOLE P=PRESSURE TEST
SS=SEWEIt PIPE S=STQRNd SEWER W=WATER PIFE
~ ' ti:, . -F~.~'r•'~ ~ _ ~
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k, - ST
,I NORtHWEST
DATLY FIELD REPQRT E ^ "
r-A-- Rraiect Irrfomnation .
Pmiect Name: Date.
Crestview Inspection 11-2$-00 .
Projec# Na.: Report Na: ' . .
G7D-5(30043L1 1 ~
weamer RfivW Tlrne: Mparture T[rse:
clear 35 degrees 9:00 ! 14:30 12;00I 15.45
Cllerst: l.acal Ftopmentatlva fpMne nuTnber
1NTN LLC Bryan Walker 509-922-7400 ,
Genecal Cacdrxtor. Site I;WpmentaM I pt=e numW
Mountain Crest Rorr 509466-579.4
5ubconfractor 5TI Prtsject Manager 1 qlrone number
6ruce Howard 509-534-9711
Pap No. Of
L 3
- z~
~ '14'1a11p0YVer 831d EqUlflffiBfit USed • •
CAT 235 C BAGK HC]E, KAMbTSU PC 200 LC BACK H(]E, CAT 936 E LCIALDFR, WATER ~A
TRUCK, FOLIR PERSONNEL, SHEEPS PAW.
}
,
Field ObservaUasis ' a
~ Arrir+ei an site upan request of t.he contractor, so density testing cauld be perfornie-d on sewer
hack5ll. All testing methods fbllawed ASTM Standard D- 2922 £or sail testing rrrith a nuclear gauge.
A11 test result are atkached tv this repvrt. From Statian 14 + 65 ta atout 13 +00 is the area where 8" pr+c
pipe was placed. 4" side sewer pvc pige was also piaced in area per plan specs. All proper Tees 8" x4"
as called out in the plan specs werre installed at tima of placing main sewer. All tedding material was
screened before being placed on sewer pipe. All side sewers were marked with 2 x 4 x 12 doug fir with
,
+6 gage wire.
a
:~p~
5TI Field Representative Ccrn#rac or's resent ive •k~,
'~HlS'~F[]~lk[ Y ANb REf EFtEAICEQ AQflEN[1A AFtE TO BE CONSIDEFiEQ AHp 3 EQ BY THE
STI GQN5TRLICTlaAI ENG1NEER AHDIOR $TI PR AIIAAfAG, {
~~'►L~~ r~~'~ r ~ l'~+'
ReWierved by ~ I]ate STI ~'rQ,~ a,ger pate C,vrresponding De5eiency Iteport Nn
~
• , ,
. '
•it
3628 East Ferr'y ~
~ Spokane, WA 99242
(509) 534-9711
NOR7HWEST
Fax (Sdg) 534-9755
. 'C}RT OF FLELD CQMPAC'IIC]N TESTS
Aate: 11-28-00 Prnjett {CF711-SO00434 ' .
D
t Client: VV'I'N LLC Project Descriiption: Canstruction Testing Services
Bryan Walker Ct'estview Inspectian
721 Alort'h Pinas Road 5pokane County, Washington
Spokane, WA 99216 Field Report 1 Page 2 vf 3 -
Density Std: 35706 Maisture Std: 17051
Technieiant Frank Wiliingham 'y- - ,
~T
T7ate Lvaation Feet lrlow Wet Density M❑isture Lhy Material Pereent Psss Rete,s"t af,~ '
Test SG. (PC~') °a Llensity Type Gompactian nr 17T1~l0.
NQ Elevativn Fasl as
1 11-28-00 Rees Lane 14+50 N-4.0' ~ 135.6 N s.s ~ 128.5 ~ r I96 I P~ -z i 1-2s-a0 Rees Lane 14+25 ~ o N135.8 ~7.2 N129.0 ~ 97 NP
3 ~ 1 i-2$-oa I Rees Lane 13+50 N4.0- N 140.5 7.5 I 130.7 I 98 IP' I
4 11-28-00 IRees Lane 13+25 M0~ 140.0 ~ 8.1 M 130.2 #98 I P~
I C ~ I I I I I I,r.~
7C Nuclear Methad ASTM U 2922-95 Standard Froctor ASTM D 698-98
Sand Gvne Method ASTM D 1556-95 X Ndadified Proctarr ASTM D 1557-98 gs~`, .
-
Prcefnr # Lah Sampte 9 I)cscnptian mwc apt, corr Mex I
densily Muisbrra {.dtnsitY
l ~ 529 ~ Sand wl silt 133.0 10.3"-'"J-" P'.
~ ~ A•~~f
1. Fi!l p. Test Results CcrmpPy With Specifications. 2. F. Test Results I)o Not Comply With Specifications.
NOTE5:
cc:
:
David C. Lehn
Laboratury Supervisor
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CRESTVIEW 11dSP"ECTION
FIECp REPORT# 1
Af NORTHWEST
~ ST
DATE: i►128100
~OIILS. rEsTrnrG & rNsPF-cTION , PACE 3 dF ~ C-70-SO0430
'?3628 E:=FE1tRY
SP(7KANE, Wry.99202
VY~, -509-534-9711 FAX 509-534-9755,
'S'y ~~tTi
_ " Rnt. _ - • ' - ~ _ ,ryLY 4.-.. ' ii~v'✓l,"~=i
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A'7NOF~TH'VV'EST ~
IIAILY FIET1D REPQRT
- Prolect Informatinn
Project Name. Llate:
•`=f _
Crestview lnspectivn 11-29-00
Praject Afo.: ~ Report Nm.• • :
C'I0-SVU0A°13L1 E
Waathes Arrival7ime: Deparlure rme•
mixed rain I snow 35 degree 9,00 I 2:00 11:00I 3.0q Client: Lcca1Represenfatlve 1 phane numter
WfiN LLC Bryan Walker 5E19-922-7404 ,
Generai Contractos: 5ite Representative d phone numW
MOllflt8ln CI'e5t RAf! SCh~d 509466-5794
5ubconirador STI Projed Manager 1 phone number
Bruce Noward 509-534-971 i ,
Page No. ot •
1 3
Manpower arsd Equipmenf Used CA"T 235G BACK HOE, KAMATSL] PC 20ULC BACK HCIE, TWa CAT 936 E LOAl7ER, 5
1'ERSONN£L. ~
a ~
~ Field ObservaUans
A,rrived an site upon reqlaest of the contractor, sa density tes#ing cauld be perForrned on the resi of
Rees lane)-trum station 12~-50 to 14+50. AST~VI star~dard D-2922 was failewed far density testing c~f
sail. All test results are attached ta this report. All bedding material vvas svreened befvre being placed
onto pipe, before backfill material was added. abserved manho'le Rl and R2 being gla~ed on site. .
Manhole mee#s specs calied out in the plans. AIl tses were placed according to plan specs. A,f 1 side _ r
sevver were marked vyith 2 x 4 x 12 with 6 gauge galvanixed wire. All materiai used seems to meet plan
specs. -
14! y4
. " .,a.
.
•
. i
STT Field Representativa Cnntract R~ ~er~tia ve
THIS ~IA~ENT AN~Y'RF~EfiENGE6 ADQEHRA AFtE TD BE 170N51C1EREQ PRELIMI Y 49 L REtill": 51 8Y Tk{E
STI ODN5TRl1CTiOH EHGfNEER IWpIOR STI PROJE 04,fl( aL //1d/
Reviewed by Date STI Praject 1Manager~- Date
p46 li'
Cvrrespvnding CJeficlency Repatt N❑
S
3628 East Ferry+' ' -
41 Spflkane, V4'A 99202
(509) 534-9711 -;w
~~RTHwEST Fax (509) 534-9755
, 'CIRT OF FrLEI..D CaWACTIUIV TESTS . I}ate• 11-29-00 Fraject C-70-SQ00430 .
•
-f '
,
Clienwt: WTN LLC Project Descrip#iva; Canstructian Testing Services r Bryan Walker Crestvievv Inspection
721 Nvrth Pines Road Spokane Gounty, Washington
Jr 5pokane, VVA 99216 Field Repart 2 Page 2 vf 3 ,
Density Std: 35893 Moisture Std: 17118
,
Teehaician: Frank SNillingham • , .
Datc Location Feet below Wet Density lvfaisture Dry Mater9a1 Percent Pass Retest af
Tsst 5G. (PCF") °a Density Type Campactinn ar I~T No.
Nv. Eievation F~i c
1 ~ Y 1-29-OU ~ Rees Lane 12+50 ~ 0 ~ 138.2 ~ 4.7 ~ 132.0 98 ~ P ~ -
2 ~ i i-2g-o0 IRees Lane 11+25 M a N136.5 N s.s y 131.0 I~ I 98 ~ P I
3~ 11-29-00 ~ Rees Lane 12+75 ~ -3' ~ 133.1 ~ 5.8 ~ 126.3 f ~ 95 ~ P~
4 11-29-04 Rees ]Gane 11+50 -3' 134.6 6.2 129.2 97 IP I
5 ~ 11-29-00 ~ Rees Lane 11+00 ~ -3' ~ 132.6 ~ 5.0 ~ 126.4 95 ~ P ~ •
1 I I I I I I I I X Nuclear Methad ASTM D 2922-96 5ta.ndartl ProGtor ASTM T] 698-98
Sand Cane Method ASTM D 1556-96 :C Modif ed Proctar A5TM D 1557-98C~ A
z~
1
P[UCt9l # LBb SIISGptG # DCSG[IjFi3ap 1RIix UPL CAIT Iv{a1c dC=ty MOI$II7G
1 ~ 529 ~ Sand wl silt 133.01 10.3 1
1. FiI! P. Test Results Cnmply With Specificatians.
2. F. fiest Results Dp Not Comply With Specifications.
N[]TES:
cc:
David C. Lehn
Laboratory Supervisor
,
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GRESTVIEW INSPECT1aN
STINORTHVVES'' F[ELD REP8R7 # 2-
soILs. -rEsTrnrG & nNsPEcTIaN pATE:
, ~70~00430
PAGE. ~ []F ~
3628"E::~ExxY
~ SPL7TCA1+1E, WA 99202 ~ • =~.F,~ - a~ ~
' -'S09-534-9711 FAX 509-534-4755 , ' , ~ . - ° ' 1 ' ~
r `1 ~ Y A: - s . ~ w, , r r~,°:~ ,t ~'..7"t~~~y " .~,""'yy_ Y • 16
~ i ~ 4y
~~RTHVVESi . -
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+4y
DAILY FIELD REPURT
Pmiect lrrforrnation .
Pralect Name: Dafe '
[+feStVIEW E5fates 11-30-00
ProJet C-70-S 000430 ~P~~Ntj.:
weather Arriva9 Time: Deparhtre rune:
Clear 36 degfee.S 9:00 4 Z:34 -
~ient: Lmal Represantative 1 pharte numba
UffN LLC Bryara Walker (509)-922-4100 .
GAmd Canuacor: 5ita Represeniat{ve I pionne numhes
Mauntain Crest Ran Schott (509)- 466-5794
subco*wtor 5TI ProJeet Manap 1 ptt= numWr . ~
Bruce Howard 509-534-971 1
Rap No. of
1 3
manpowef and Equipment Used
CAT 235C BACKHi3E, KAMA'TSU PC 244LC BACKH+DE, TWO CAT 936E LQADER, 4 ,
PERSi]NNEL.
FW abserva6iDns -
Arrivel nn site up4n request af the contractar, so density test could be performed on 25th ave.
From station 14+60 to 12+1 5. l7ensity testin$ fallowed ASTM standard D-2922 for soil testing. All test
results are attaahe3 to tlus report. MS'ilI]OI~ 25A W&5 p1aCed befof@ I21y af1'1V8I, nnanhflle appears to meet ,
plan specs. All pvc pipe meet plan spec. Al1 side sewer are marked with 2" x 4" x12` doug fir, also an 6 .
gange galvanized wire a#tached to lum'her. All bedding material was screened befare placing an pvc
pipe. Sheeps gavv and an single arum roller and water was used ta met comgactian ofbaclill
material. This was the last section nf the sewer tv be placed on this site.
.
•MM
5TI Field RepresentatiVe Cantract Rep ntative
THS DOCU1dEAlT APt[} RFFERENCEQ Ant]FkQA ARE 7i7 BE GONSf0ERE0 PREL 1NARY IL REVr..WE ANG 3!G 0BY YHE ,
STICUMSTRl1GTIQAE ENGINEER ANOfQR 5TI PR C AHAGER.
oar ~ A ~ 1d r _
R~~iewe~i by I)ate ~ STI Proj~ er Date
Carresponding Deficiency Ftepoa Iso:•,.
•G• q ~ .
=kL
~ p
F t~ {
3628 East Ferry
- "
Spvk,ane, WA 99242
NoRTwWEsT (509) 534-9711
Fax (549) 534-9755 .
1,.. )RT OF FTEI,II CQMPACTIflN TESTS •
:
Ilafe: 11-30-00 Project C-70-SQ00430
a-
a~
Clyent: ~TN LLC Project Description: Construction Testing Seruices ~ .
Bryan Walker Grestview Inspection '
Q721 North Pinea Rasa' Spokane Gounty, Washington :
Spokane, WA 99216 Field Repart 3 Page 2 of 3
I]eQSit}+Std: 35628 Moisture Std: I7060
Techaician: Frank Willingham
Date I.ncativn Feet helaw Wet Ilensit}+ ivioisture Dry Material Percrent Pass Retest of
Test SG. (PCF) °i6 Density Type Camgaction or DT No.: ;s
Nv. Eleva#iQn Fail
..1 ~ 11-30-00 ~ 25th Lane i 1 +00 ~ -3- 135.2 ~ 10.0 ~ 132.1 98 p
2 ~ r i-30-o0 25tr, Lane 12+00 N -T N 136.5 N 5.9 ~ 131.0 9$ l P ~ -
3 11-30-00 ~ 25th Lane 10+85 0~138.2 5.0 1 132.2 9$ IP I
' i~~.s ~ 95 N p ~ .
4 11-30-00 ~ 25rn ~e 11+75 o 133.3 5.3
X Nuclear Method ASTM D 2922-96 Standard Proctar ASTM D698-98
Sand Cane Nlethod ASTM Z} 1556-96 7C Modifiad Proctar ASTM D 1557-98
6
PIQCW # LA Sov10 R D-aiptiQll ItiII7[ ~f. LDIf. MMC
dmuty hS0"ssis¢C dellSily xai
1 ~ 529 ~ Sand w! GraVel 133.0 ~ 10.3
~ ~ ~
1. F'rll P. Test Results Carnply With Specifcations.
2. F. Test Results Dn 1Vot Comply With Specificatians.
NOTES: cc:
David C. Lehta
Laboratary SupervisQr
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CRESTVIIEW 1NSFECT~ON
FiELa REPoRT # 3
S Tit NOFtTHWF-ST
DATEa ir/5 aliP rl . .
- soILs. TEsTIraG & nvsPEeTIoN . TD-~OaA~3a
3628 E. ,r~~`~ PAC,`E ~ AF 3 C- = wr
'sJPOKANE, wA 99202
Y501-534-171 T FAX 509-534-97~5
' ' -~s. `ri ~ i'~• il . - !~x- •
~ ~ , . _ . ' . . - _ . , Fr` • . . - . ~ ~ -
N77 NORTHWEST
~
DAILY FIELD REPDRT Praiect !n#armaUon - -
Project Name: Date• ` Cresfview Estates 11130100 ,
Project Na.: Report Na.: ~
C-74-S 400430 4 -
},~~ather Amval'fime: DepatiureTlme: ,
,
clQUdy 25 aegrees 12:00 14,00
Client: Lood Ftepresentative C phane numtser
WTN LLC Bryan Walker (509)-922-7406
General Cantradoe Site Representatlve 1 phone number
Maun#ain Crest Ron Schott
5utcontradar 5TI Praject Manager I phone numter
Bnuce Haward 509-534-971 i
Fage Ai4, af ~
1 3
- Man,pawer and Equipment Used
Air compressor, Air gauge, S" mandrel, 5tring, 3Personnel, ,
Field Obsenrafians
Afler all sewer pvc was placed~Air and Mandrel test then took piace. Test f❑llovved Spokane
Caunty Standards f4r these test performed. All pvc pipe an the praject held four pounds af air for the
allowed tinte per distance af pipe pPease see chart below. Mandrel passed all pvc S" pipe on the project.
The chart below will indicate all ais sttd mandrel Lest sections
_Ve I _eAf,5 02 ~~4. A'!PtMeZ .
Aff&INv" 7n M-d[tLadti I_Ua&d
,d 2 A..~~~ ~ ~ ~ ~ 5 .5 __p•t s S - z"~ ,
4 --4 =WII, .
. j?
+:;1
, •
S
~ ~ -
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STI Field Representative Cantracto 's ~e esent ive
THIS DOCUMEHT RND REFERENCED ADDENDJ4 ARE TO BE CONSiQEREQ PRELJ ARY RE~ , DAND5{ 6 BY THE
S'fI CON5TRl1CTEOPi ENGiNEERAPlDJOR 5TI PRDJ GER
ReViewed by Date STI Prajec a ager Date
CArresponding Oefciency Re~n No:
~ -
E I ~
2 A, ►~~"~~r~~t-
.
------~-~`1
AYM3hWQ l3AVV:1 sr
~ ~ ~ ~ 1 ~ 1C7 r ` ~ ` ~o
co 03%
~ ' - - - ~
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i~
~ _ _ - -
~ ~ ~ ' . - x ~ ~ •E. ~ 4
~ ~ ' f ; ~
s
_ ~ ~ ~z~z~ ~ • - ` ~ ~ r
-y n
I '
f"N
~ 1538
~
~
~
~
CRES"C'V1EW INSPEG'T'1@N
NT. I~❑~t'~HWEST FIEf~a REPORT # A
' 3~Dd
- soI...s. mEsrIrrG & nvsPEcTTOr~ , pATE: ai/ C-70-500430 • 362$ E FERRY PA~E 3 3
r`x' • ._r9..
' SPQICANE, WA 99202 •
~ ' SA9-534-4711 FAX 509-534-9755 . . - ' ~~'r ~ ~ • _ , - ,
_ . _ . 'R _4 ~
' " ' + nr ....r Y ' ix: ~ l~s~- `-~i . . ~ ' - • ~ ' _ , , v = ~s E - ;
NORTHWEST ► -
DAILY F11ELI) REPflRT
,
:
Pcoject irdaimatian ~
- ~:a".
Prqect rarne: oate:
lvievu lnSpection 4-19-01
f'roject No., Repart Ha.: -
C-70-SO00434 5
weathu '°"ff' 9 ~D ' ~p~~e.
unn
c~r,~; y1~Narm - 55° RepmsentA" r ~ nwrW
W'rN LI,G Bryan Walker 509-922-7400 General cattrador: Site Repwentatire 1 phm number
Mauntairr Cfest Ron 549-466-5794
Stibcontra*r 5T1 Pvjed !ulmaW ! *ne r[umW
Bruce F3ouard 5479-534--9711
Page t++o. of
I 3 _
- Mopo+ree and Equ!pmM llsed •
(x) operators, (1) Laborer, (1) CAT 966F Loader, (1) xomatsu PC200 Le ExcaVator, (1) cAT cps61c
V'ibe Connpaction R.aXler. ~
FmW ObseIYaom 21
Affived onsite per Contractors request. Perforcued 12 density tests. 4 density tests were taiken on 251h '
Lane, whicb a1l passexi a# 95% ar 1e#ter. Alsa, S density tests on Rees Lane had (1) failing test at STA:
11+60. Carttractar operator rccompacted area. 5TI zep re-tested sane station and passed at 95% or 6: ,
better. Trench was approx. 4' -4.5' in depth to bedding. Obsmed som8 placement of rock ma#erial araund 11li R2 at S'I'A: 10+50. Gev fab ]sid aresund and covering MIH R2. -
,
•,~~~s`,r
STI Fi~ c~resentatir+e Cantractar's Rspre.sen4flta►re .
~w
Hlu DOWMENT AND REFERENCED AO384DA ARE Tf} RE COIiS[CIERED PfEl3h+! NlED ANU W-NF,.D 9Y TtE
$TI C(3hf5'fRIdGTI01V FNGINMRANUICIR STI ECT GER.
f6I~
ev' d by D~te Soj~t Manager Date ~
Corresporrding Wclency Repart No:
~r
3628 ERSf F@T'~'•;.~~.
Spnlcane, WA 99202
HoRTHwEsT (509) 534-9711
Fax (509) 534-9755
. .'ORT UF F7ELI1 CaMFAC:TIOi►1 TEi STS .
Da.te: 4-19-04 Projeet C-7"004430
§ , f-
.
~
iClient: V4;'rN LLC Projeet Descrlplion: Constructivn Tesfing Services Bryan Walker Gres#view Inspecticxt
721 Norkh Pin~ Road Spokarie CouirLy,Washington
5pokanc, WJA 99216 Fie1d Report 2 Page 2 vf 3
Density Std: 49639 1Viobkm Std: 18562
Techaican: Aaxvn Graharti Y .
DWe T,ocadon Feet beinw+ Wet Density Mvist= I1ry Malaia1 Per=t Pass Retest of
Test SCi. (PCF) % Dcnsity Type Comgactian nr DT No.
Ain. EkTadon Fail :
8° Woea Maiu & Utmties ,r
Rces iAme snd 2Sm Lew i ~ 4.19-01 ~ 10+70 - zs* Lane 1 2.5r ia,s N 127.2 196 ~ P
2 4-19-01 N 11+50 - 25'b Lane M 2.51 N133.7 I6.3 1 125.8 I ~ 93 ~P
, 3 I 4-19-01 ~ io+$s - Rees raw ~ a.s- 7.9 128.5 I l 97 1 P 4-19-01 ~ 11+60 - Rees L.ane ~ 2.5' ~ 132.1 ~ 7.4 ~ 123.1 33 ~ F 4A .
¢19-01 ~ 11+60 - ~m Lone ~ 2.5- I 135.5 N 7.3 I 126.3 ss ~ p I ,
` s 4-19.01 I 12+60 ~ Rees Lne M 2.5' ~ 134.3 6.6 ~ 129.9 I ~ 95 1 F l .
6 4-19-01 1 13+60 - Rm Lane ~ 2.51 I 136.9 6.7 ~ 128.3 95 N P a ` 4-19-01 ~ i 1+00 - 254 Lane ~ Finish sO I 138.9 I 4.3 127.1 I 96 p
s ~ 4-19-41 ~ z 1+6s - 2sth Lane ~ 'Finish SG 1 138.2 ~ 7.9 M 128.0 ~ I 96 P ( .
9 I 4y19-01 ~ 14+00 - Rm LAn0 ~ ~~isb sC, 135.1 N 7.1 I 1263 I ~ 95 I P ~ • ~
10 j 4-19-01 ~ 12+90- Rea Lane ~ Finish 5G ~ 139.0 ~ 5.2 I 132.2 l I 99 I P
11 4-13-01 ~ 11{-90 - Rem I.ane k FinU S[3 1 136.2 ~ 7.8 ~ 126.3 ~ C '95 I P '
~12 1= 4-19-01 ~ 10+90 -Rees Law ~ Finish S~ 136.3 ~ 7.0 ~ 127.3 ~ ~
~
xNu~~~ Method AsTM n 2922-96 standara Proctor AsTM D 698-98
sana c~~~ Mediod AsTM D r ss6-9s X M~~ Proctor AsTM n15s7-ss
V_
Pm=# Lah smnpss 9 Tksof'pi°a ~ mm opt rw ATmc .
de=tyr muisdae deo9ay
f ~ 529 ~ Sand with silt 133.01 14.3 1. .
J ~ .
r
1. FlU P. Test ReSultS Cf1rilply WItj] SpeG1fiC,iitIL11is.
2. F. TB.St R0S11ltS n8 NQ't C[)ID]?Ij+ With SpEC1f1C8t1{3I15.
)TE4►':
C,..
Davad C. Lehti
Labaratory Supervisor
R, .
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~ J
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42
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~
CRESTVIEIN INSPECTION
FIELD RE D T #5-
STI NoItTHREsT DATE: ~ t9 7c 1
soILs. rEsTING& rnrsPEc~ON . PAGE 3 oF -3 C-70-5O0430 3628 E FERRY ~
SPOKANE, WA 99202 . , .
=s 549-534-9711 FAX 509-534-9755 .
}
t 5Y~4~:.~a.r
J■~`1 NORTHWEST e
.
DAILY FIELIa REPaR'T ` .
F>roisct lnformatian .
Pro}ect Name- date: Crestview Inspecton 5l04141 s;
Project Na.: Report Ho ,
C-70-SO00434 6 -
Weather Arrival Time: aeparture 1'Eme: ~
SLlflf!}IMarfl'I ' 55° 9.30 10:30
Cllenl: Local Representative I phane number
WTN LLC Bryan Walker 509-922-7400
General Contractor. Site Representative 1 phone number .
Mauntain Crest Ran 509A66-5794 ~.`4'
Subcontractar 5T1 Praject Manager I phone number -
Bruee Howard 509-534-9711
Page No. Oi'
~
- Nlanpawer and Equipment Used ' .
(2) Operators, (1) Labarer, (1) GAT 966F Loader, (1) KQmatsu PC200 L,c Excavator, (I) CAT GP563C '
Viba Compaction Roller (1) CAT Grader " -
Field Ohsenrafians
Arrived onsite per Contractors request. Performed 7 density tests. The results showed that Aees lane
made compaction requirements. 25h lane alsa met compaction requirements, EXCEPT for 10+50 to
l 1 +00 le$ nf CL. Results showed apumping area. (see map). The cdntractar intends ta rerraode 12 ta
18" ❑f sub-grade, dry out and compact $aea, and then replaced sub-grade in 1[fts. Eric L.ester indicated -
the contractar could use SIS" minus rcrck to fi11 the excaVated area.
- ~
.
^ a
R
f~ -
yy
STI Fieid Repr entative Contractar's Reprmntatide .
TH1S DOCUMENT RNI} REFEREFIGEQ AQOENQR ARE T6 BE CBNS[QERE[} PFiEIJkl1MARY UNTI REVIEVYEO AND SIGNEa 6Y THE
5TI COM57FiL1CTaON ENGINEERANDIpR 5TI OJECT GER
iewed by Date TI Prraject Manager Date
~
. ,
Carresponding []efcierrcy Repart No.
~
, .
' 3628 East Fex-ry
~ Spokane, WA 99202
NORTHWF-ST (509) 534-9711 -Fax (509) 534-9755 F -
lr__'URT OF FIELP CUWACTI{DN TESTS . ;t•-
Uate: 5-4-04 Project#: C-70-SO00430
...rs.:
Client: WT'N LLC P'ruject Descrlptiaa: Cvnstruction'Testing So-vices '
,
Bryan Welker Crestvievw Tn,spection
721 Nurth Pines Road Spokane Couniy, Washiugton
5poWme, WA 99216 FfeW Report #i: C Page 2 of 2
Ilensity Std: 49156 Maistune S#d: 103$6 ' w~y.
Technieian: Tim Johnson
~ -
Date Twcadoa Fee# hela►v Wet Ilmiiy Moist= L]ry Maierw Pencent Pass AeW af ~
Tcst SCL (PF) % I?easit]' Type Campaetion ar DT No. Nv. Blevafurn FaiJ
i I 54-01 10+50 - cL 25"'LN 1223 ~ s.s ~115.9 ~ sG I 87 I F
2~ 5-4-01 x i+5a101 RT 25tb LN~ ~ 134.1 ~7,3 ~ 12'4.9 ~ sG ~ 94 F
3 1 5.4-01 I 11-w0 - CL Rem N ~ 143.5 ~ 9 ~ 131.7 I sG 1 99 P
4 ~ 5-4=01 13+00 - s1 Rr Rm 135.5 N6.9 I126.8 ~ sG I 95 IP I 5 54-41 ~ 14+00 - s' LmRees ~ 133.8 ~ 5.7 126.5 ~ sCi 95 I p ~
- 54-01 ~ 11+50 - sr L-f 25th Lrr N ~ 139.1 7.2 ~ 129.7 I sG I 98 ~P
54-01 ~ 10+60 - s- RT 25th LN N ~ 137.1 6.6 ~ izs.s ~ sG ~ 97 I P
le ~ 1 I I _ . .
, ~~G1.
~ ;y.
X Nucleat 1VIedQd ASTM D2922-96 Startdard Practor ASTM I3 698-38
Sand Cpzre Method AS'd`M D1556r96 X Modifsd PrqctQr AS'T'M 1D 1557-98
Lab S=gft n n~+m ~ OPL ';max ,
"V
~ 529 ~ Silty Sand 133.[}. 1 1[}.3 1 .
1. Fili P. Tes# R,esults Comply With 5pecifir.atian.s.
2. F. Test Results I}o I;Tvt Cotnply Wrth SpeciScations.
NU'I`ES:
.
i~
r ' STJF NORTH1NEST `
I)ATLY FIELD REP[3R'I' ;
~
ftlect 1rbrmation
Pmject Name: `r -
Crestview Es#afes ~~a14101
Prqect hfa.: RepW No.:
C-laS 000434 ' .
INeato purrrO! : EepaMre Tlme: ' .
SUnf}]f - 65° 2:20 145
Gient Locd Ir°peprwet&e 1 ptone rsumber :
,
WTN LLC Bryan Waiker (509)-522-7400
Censre! Cohxto: Site ftresentOs J pt" taumber
Mountain Crest R~n Scha#t
subcontrsft srl Pr+)W Manapr 1 prm nurnber
Bruce Haward 509-5534-971 1 Qap N.o. of .
1 3
1}~ Y
' .
- Mc'1fipOW$f 8fd Eqidpe11t U5ed
(1) CAT 413 Grader, (1) 410 Vibe Rm11er, (2) Qperatar, (1) Labarer. 'W.
~ •
- FW obsewatiars
Arr'rved otsite pcr Contractor's req,uest. Perf'anmed (2) density tests in areas of failure. Bo#h tests
gassed @ 95% ar better. Failing tests vvere at STA: 10+50 snd 11+50 an 25'0' Lane. Gurb and gutter ta
M~- ~
be resdy Monday 51714Z for testing, V~
.
, •
r5 .
s fr.v
c
. ~
~ ~
~r
S Field ~entative Contract4r's R~resentati►re ,
T h~1T AN➢ FtEFEREHtEA ADDEHE3A ARE Tfl BE CAHSIDERF D PREL1Nf[NARY t1HTlL 0 Ali6 51GNFA BY THE
S'Cj iDOHSTREfCCION ENGINEERAHQIOR SU CT
ReV Eii br+ pate I PrQject Mari&ger 173te
Corresponding Eeflciency Repod F[o.
-
. ` ~ 3628 Ed3t Fe1°'x'y -
SpUkaI4e, w.~ 99202
iWrl NvRTHwEst (509) 534-9711
Faac (509) 534y9755
OR`I" flF FiEI,,A CC}NPAGTTDN TESTS
t::5
Date: 5-4-00 ProJect C-70-SD00430
Client: WTAT LLC Y'mject Uescripiian: Construction Testing Seavim
Bryan TWaIler Crestview Impecdoa
721 North Pin€s Raad Spolcane Cvunty, Washington
Spokanie, WA 99216 FYeld Repart 8 Fuge 2 of 3 ~
DeQSity Std= 49989 Mnbture Std: 10518
Technicistn; Aaron Graha.m
~
Date Location Feet 6elaw We4 Density Mawure Dry Materiak Peromt Pass Retest of
Test 5G- (PCF) °lo Density Type Cnmpaction or ]]T Na.
NU. 25" LaIl@ EL-vat1~ Fafl ~ •
rA I 54-01 ~ 10+50 ~ sO I130.6 ~ 5.0 I 124.4 sc ~94 IF I h~l.
2 s-a-or ~ 11+50 ~ sG' ~ 13$.4 ~ 6.5 130.0 sc ~ 98 ~ 'P
1B 5-4-01 ~ 10+50 ~ sG ~ 138.9 . 6.8 ~ 130.1 ~ sc ~ 98 P 4A,
~ ~ ~ I I I ~ I I
I I I 1 ~ I I
#,y I I I II I
I • ~ . F . ~ ~ ~ ~ ~ ^ i.`~+:: . J . L
X Nwalear Method ASTM I] 2922-96 5tandard Proctrsr ASTM D 698-98 '
Sand Cvne Method ASTM I7 1555-96 X Modified Pmctar ASTM I7 1557-98
V .
Prucw N Ub sm*0 # n~;oon
am OPL
•■,F_'~+~
dmshj" mL461[~9 • mi&iiy •
~ 133.0. 1 1
~ 139.81 1
1. Fill P. Test ResuW Comply With Specifications. ~
2. F. Ted Results Do Not Cornply With Spccifications,
ND'1`E5:
cc:
~
.s '
►~~Tf NC3RTHWEST
DAILY FIELD REPC)RT
Proiect Irformation
Project Name: Date' .
c«stview inspmbon 5107101
Project Na.. Report No.: • ,
G-1(}-5000430 ~ ' .
Weather Amval Time: Departure Time: .
50° 6;55 9:00 ,
Client Bocaf Representa4ive 1 phone numGer
WThd LLC Bryan 1Nalker 509-922-7400 '
General Carttractnr. 5ite Ftepresen#aM 1 phorte number
Maunfain Crest Ron 509-466-5794
SubcontrBtor 5TI Praject Manager 1 phnne number
Bntce Waward 509-534-9711
Page fVo. af
1 1 ,
ENanpower and Equipment Used (1) Uperator, (1) S17 74D Vibe Roller, (1) Water Truck ,
~
, . ~
Fie2d abservatians . ~
Arrived onsite per Cmntractors request_ In,spection of curb an[i gutter. Moisture in place material at -3.0. Added 2.5% and curb and guCter started purnping instructed operator tn 1et dry and re-ro11. Frobed
a14 curb and gu#ter areas. Prove ta be firm and unyeiZd'ang.
x.
.
. • ,
a
e,
Ft
STI Field Representative Contractor's RspresentafiVe
THIS D[]IX1k4ENT APdD REFEREhlCEO R❑QEHtiA ARE TO BE CANSIDEREC] PR£LIRiINARY l1NiIL RE1f1E1NE0 AND 51GNED $Y THE
$`PF CONSTRliCT1f]N ENGINEER AN[V17R STI PROJECT MINi1GER.
Rewiewed by Date STI Project 1Vlanager Daxe
CorraspQriding Deficiency Report No
F
Sf" NoRTHWEsT ~
DAILY FIEL~ ~PO1tT x;
Project intorrndo ,
Prqect Nam:
Creslview InSpecton 5I08101 -
Project No.: Ftepnrt Fto.: -
C-70-5000430 9 `
weamm A*al Mme: DeparwWrirm; ClQudy _ 654 8:40 11:45
cilent toci Represerrk*ve ► phone rmbw
WrN LLG Bryan Walker 509-922-7400
Genertl Cv&a*r. 5ite RereserWa 1 phone msmber
MvUntain CreSt Rvn 609-4W5794
;gubombodu Sl'I Pmod Manaer / phare nwrtber
E3fl1CE HoYYN$fd 509-534-9711
Page No. af .
Mwpower and EguPpment Used ~
{2} (]peratvrs, (5) Labow, (l) Paver, (f) Case 580 BacTchoe, ( 1) Forennan, (3) Tool Truck.
,
FtW Dbseruations ,
Arnivad nnsite per Ccsntractars reque.st. Obserue1 curb a.ud gutter placement 6etween STA: 12+20 T
10+ 2 5 a n 2:0 Avenue and from 14+50 tn 10+50 on Rees Lane. Alsa cancrete sample taken frrrim STA: _
12+25 - 11+50. 314" slump. Air oantent 4.5% usade (1) set of{4} cylindsrs.
w~
•R,~'
- m.
"-4
A6 1~,~ ~
STI Fa~Id ~ ~seenftitive Conixwtor's Representative
THIB DDCUMENT AND REFEMGEA AfIDF.NDA ARE 7D BE OONSIDRf iWIRI' llHTIL E3EYtE1NF~ AFIC1 SIGNEO 8Y Tt~
~ rv $TI COHSTRLfC`fl~ EHE~fEERPJdpI[~ JEC~ER.
a ~
eviearedby f3ate STI Proj~t Manager Date
Camespnndirsg Deflclenc~ Repart No:
k"
. PRO.TECT Na.: (lre St~b`8e3 e!5-5*iie5
' REPC7RT No.: 43
.rl NoR7HwESr DATE:
TECH:-A -6P.A-GM40-
3 fi28 E. FERRY Z- c,J f---:P-
sPaKANE, WA M42 COI►ICRETE SAMI'LWG AND TEST REPORT
(509)5349711 Fax (569)534-9755
FIELD I1A`I'A ~ $A'1`CH I)ATA - ~ ~
cOrrcxETE ScnrPUUx Mix Na: 32, ~ i«
nnTIZ vg snWLE TRUCc No.:
TEME vF saMrLE TIcKEr No.:
wEATHERITE~ff SAcKs rEME+rr r C.Y. .
snMEPLE TYPE TYPE CFIWENT
3TRI]L7'[3RE TYPE BATCH T@YiE
5Al1iPi E IACATTUN EAii1 PI.ACFAKEiV'i' TIIY~ ; ~
ADnaxTrniEs A46
ToT. c~ic x~ r~c~ ~t.~c~rnz~ ~ -TI4
SAIYIPLE'f'AYEN FHOM S°d►! cr. or jofl ad►Tcx wATx (lbs)
'4ure ROx WATER:CEA'~EN'P IZATIO
IVatae: DESIGN SRMGi'S
M FIELD TFST'ING DATA
TEST RESVLTS SPECOIEI) VALi]ES •o ~ ,
:r
SLUW (114 in.) [ASTM C 143]
CUNG`RETE TEIVIPERA'i'T]RE [ASTM C 10641
AIR CQNTENT {0.1 [ASTM C 23 11
, .
WATEIZ .ADDEU (ga1) ~ 4~ ~ ~ •-k~
WATER:CEMENT RATTO
LA'6DRA7i ORY TES'I'II+IG IIATA . Q. - .
:,r •
LAB FIELD DATE TEST AQrE $IZE AREA Td''►. S11RENGTN ~TECH BREAK
1DNo. ID REC°D L]A'I`E (Days) (sq. Tn.) LOAL7 (T.bs) (psi) TYPE.„;
sAWLEn BY_ACs . cHECKED BY REv'iEwEn BY ,
AS1'M C31,f;39,C5 f i,Cd I7,C I231
0:15TliABlF0RMS1C0]NCR REP0RT V2.0 3100
NC)RTHWE5T j
DAILY FTELD REPQRT
Proiect Prdomtaion
ProIW Name: Dft
crestview inspecbQn 5109ro1
Pmod No.: RepW No.: ~ X
G70-SO00430 14
Weow ArrivalThe; Oeparture Tfms:
5unny - 60° 8:30 9:30 '
~ ~ RWesmWa ~pkm nwitw
VVTlV LLC Bryan Walker 509-922-7400
ciereral Ca*actor. sre Repwentgre / phcuse numW •
Mountain Crest Ron 509466-5794
subcaiihaft sn RrqJW NEmW r phmm n,anber
BrI ICe HDWard 509-534-9711
Page No. Of
1 1
- Mmpw aM Equipmnt USed
(4) Latorer, (1) Fareinan
FM OGssnraftM
z~Arrived nttsite per Cantractors request., Clbserved caacrete being pauretl st STA: 12f 10 - 12+40 cross ~
gutter section nfRees and 25'h. Slr.ump was ordered at 4", which turns out appmx 4"-5" slump gut vf
tlllCiC. AISDs inspected curb and guttcr pourei yesterday 5f8101. Same small, miaar sbws cxaclcs haWe '
t
appmnd, hut appears acceptable at this time.
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STT Field entatirre +Contractor's Representative TWs nDWMm Awo FEFEReM nDDE+oA ARE ra BE cM[aEREo PRE uurI. F"EwED ►wa MEa ev rwE :
3TT coarsrRrcriou EwwMruNDloii 5TI KMAGFK ~p
aievvedly Date STI Praject Manager Date
. y
Com6sponding DefMency Report fda; V~
i ,
P
►~~~f NORTMWEST ~
DAILY FIELI} REPQR'I'
PrOed Informafian
ProJeCt Nme: Date:
Cresiviewfnspectian 5116I01
Project No.: Report No.:
C-70-SO00430 11 '
Weather ArrivaE Thne: DeRarture 3'rmw. ,
Cloudy - 45°:t 9:00-11:45 1:1 5- 2:15
a}ent- Laed RWesertabve r pnone num6er
WTN LLC Bryan Walker 509-922Y7400 Generd Cmbactor. siGe RepmsmtaM 1 phone numter '
Mauntain Crest Rnn 509-4M5794
5uboontradar STI Projsd lNanaW 1Oone rsumber
Bruce Howari 509-534-9711
Pap No. of
l 1
ManpaKrer and Equipmert Used ,
s
(1) CAT 140H Grnder, {1} GAT 936E Laader, (1) Case C33 S Vibe Ro11er, (1) Case 450C Track, (3)
Laberor, (3) Qperator, (1) Hand Vibe Flate .
F1eld Observaflars
Arrived Qnsite per Cantractars request. Observed plar.ement caf base material on Rees and 25h Lane.
Corners and curbs were compactel with hand vibe pl'ate. Contractar rep. (Lance) states compactian
and irriports skall be campleted and ready for testing 5117101. Date af asphalt placement is schdGie for tl
Manday 5!21101. ,
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5TT Fiel resentative Contractar's Representative ~
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THIS'RC3CUkSENT FND REFERENCED AUt3EN[A ARE Tfl U L'ON5IDERED PRELUMIIaARY UHffL REV[EYVEQ AND 5rAEfl IBY THE STI OCINSTRUCFl4H'ENGINEER AH0J6R STI MAHAGM
/Vt ll'a;~ - 1511BI&. ~
4evieweci by Date STI Project Manager L7ate -
~ `
Cnrrespanding peficiency ReparE Na:
• d ,til
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Y
~,~ITN[]RTHVIIEST
DATLY I'IELII REFQRT `
Proiect lnforrr,aton
Project Name: DaEe' Yy ~
Crestview Inspecfion 5-17-01 •
ProjeEt No.: Report Na.: ra -
C-74-5O00430
WeatheT Arriv2l Time, Departure Tirne' ,
SUMjl/Mlld 11:00 2:00 • ~Clien#• Local Represenfative 1 phane number r
1J'VTN LLC Bryara'Walker 509-922-7400 ,
General Gantractor: 5ite Representafive 1 phone number
Mountain Crest Rar+ 549-466-5794 ^
SubcanUactar 5Ti Praject Manager 1 phone nurnber
Bruce Haward 549-534-9711
Page No. of
1 4 •
~
Manpover and Equipment Used ,
(2) Qperators, (2) Laborers, (1) CAT 966F L.oader, (1) K.amatsu FC200 Lc ExcaVatflr, ( l) Ct3►T CP563C .
Vibe Compactian Raller.
Field Qbsentatimns `
Arrived onsite per Contractars r$quest. Perfflrmed 24 density tests. 5 density tests were kaken an 25`h
Lane and 15 tests were Ealcen on Rees Lane. Initially all failed except STA 11+50 nn Rees Lane and -
1 Q+Sp on 25th Lane. Contractor vyas instructed to app1y mvre water and recompact three mare times.
This was dane and all failing locations were retes#ed and passed aE 95% or better. Alsa, 4 densiry tests °were perfosrned along future sidervaik location with all passing at 95% or bettar.
a
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STI Fyeld presentatiVe Contractor's Representative
d,
THIS OOCIlMENTANO REFERENCE{1Af1pENQA ARE TO BECANSIDERECI PREUMINARY l1NTIL REVIEWED lINC151GNfQ BYTHE
STI CoON5TRUCTION ENG NEER ANQICR STI PF~Dd ~vi+1NAGER.
iviewed by Date I ~Prqject Manager I7ate r;
y 4'
Carresponding Deftcieracy f2eport No.
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362$ East Ferry .
Spokane, WA 99202
~'Tl NORTHwESfi (509) 534-9711
Fag (509) 534-9755
'ORT UF FIELD f:UWAG"TiUN'['ESTS
Date: 5-17-00 Fra,jec# C-70-5O00430
N^~6~
A
Client: VVTN LLC Prrajec# I)escripflnn: Can.struction Testing Services
$ryan Walker Crestview Inspection
721 Nnrth Pines Road Spatcane Gvunty, Washington
Spokane~ WA 99216 k'ield Repart 12 Page 3 4f 4 '
Dcnsity Std: 48673 MoLsture Std: 10397
Teehiddaa: Cameran Watson -
Qatc I.acatinn Feet We# Density Muisture Dry Maserial Percent pass Retest af
Test heluw (PM °la Density Ti ype Compaaion sr Dff Na.
Na. SG. Fail
, Elevation '
Rees Lane
1 15-17-01 1 14+00 ~ 7 131.4 ~ 4.88 ~ 125.3 ~ 1 ~ 89 ~ F~ 2 I s-17-o1N 13+50 ~7 1 130.2 1 5.02 1 123.9 1 i I 88 IF I
3 { s-17-oi I 13+00 I 7 I 137.5 I 6.19 I 129.5 1 i k92 IF I
4 5-17-011 12+50 I 7 ~ 140.7 I8.20 ~ 130.1 ~1~ sz ~F ~ .
, 5-17-011 12+00 ~ 7 ~ 136.8 ~ 7.50 ~127.2 ~ i ~ 90 ~ F
6 5-17-01 ~ 11+50 ~ 7 ~ 141.6 ~ 6.24 ~ 133.3 ~ 1 ~ 95 ~ P ~ .
7 5-17-01 I ~ 1+o0 ~ 7 ~ 132.5 ~ 6.92 1 123.$ ~ i I 88 F ~ . , .
s 5-17-01 10+50 ~ a ~ 145.6 ~ 4.92 ~ 13$.8 ~ 1 ~ 98 IP~
9 15-17p01 14+00 I T ~139:0 ~5.67 131.5 11 I194 l$~ i
10 I s-17-o1 1 13+50 I7 142.3 I7.18 132,8 I1 I95 p 2.
ii I s-17-o11 13+00 7 144.3 7.45 134.3 l1~ 96 p
12 15-17-01 I 12+50 7 1 143.8 I 8.12 I134.$ I i I96 I p I4
13 1 s-i7-0i I 12+00 I7 I 151.3 I 8.39 I139.6 1 i I 99 P
14 I 5-17-01 I 11+00 I7 I 151.5 I7.77 C140.6 1 i~ iov r ~~'b Lane
15 I s-i7-vi I ii+sv ~ 7 I 135.9 I6.45 I 127.7 ~1 I91 IF I.. r.., n
ir 5-17-01 t 11+00 I7 I128.2 I 5.81 I 121.1 I i I 86 IF~-~`
~ 17 5-17-01 ~ 10+54 ~ 7 ~ 144.3 ~ 5.55 ` 136.7 ~ 1 ~ 97 ~ P
18 15-17-01 1 11+50 ~ 7 142.8 ~ 9.33 ~ 130.6 ~ 1 ~ 94 ~ P~
19 I5-17-01 I zi+oo I a 145.6 ~ 8.72 ~ 133,9 ~ z I95 P i&
r ~ Sidewalk vn 20 Avenue ~ I _
20 15-17-01 ~ 12+00 ~ 10 ~ 133.2 ~ 6.57 125.0 I z k 96 N p i 21, I s-i7-o1 I 11+50 ~10 I 133.4 I7.03 124.6 I2 I96 P I ;t
75-17-0i ~ 11+00 M10 I 129.6 I7.32 I 122.1 1 2 I95 p I
~ R
23 5-17-01 ~ 10+50 ~ 10 ~ 132.1 ~ 6.97 123.5 ~ 2 ~ 95 M P
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3628 East Ferry
Spokane,'VVA 99202
NORTHWEST (549) 534-9711
Fax (509) 534-9755
Nuclear Method ASTM D2922-96 5tandard Prvcxor ASTM D 598-98
Sand Cone Method ASTM D 1556-96 X Modified Proctar ASTM I31557-98
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PIYICI4Y0 lAb $t¢tPk 4 D'C'SmpflOR Ilm UpY. 0~ ~1ID[
d=Sl[jr ARoS84= d-Sity
1 ~ 615 ~ CSTC ~ 141.01 7.0 1 .
2 Native Soi1 ~ 130.01 7.0 1
1. Fili P. Test ItesuYts Camply With SpecifieatiQtkc.
2. F. Test Re.sults Ila No# CompTy With Specifications.
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CREaTV1EW INSPECT[ON
,
STI Nt7RTHWE5T FIELD REPDRT #
' . DATE: S-- -,e> t
sorLs. TEsrnv~ & INsPEtIUoN -
.~3628~E. ~~Y `'PAGE z oF c-70-sv0430
SPC3KANE, WA 99202 . ~ , • "
-509-534-971 i FAX 509-534-97,55 "3;~ • ' ' , ~
-
° • ~ ' . r,~ .~h. a,`,., ~ ~ ' ~ . ::+~~°,r s;1 ~ . . , ~ •
NORTHWEsr ~
~E
DAILY FIELD REPOR'I'
,
- Proiect Infarmation -
Project Name, oa#e
Crestview Inspection 5121101
Paoject No.: Repart Na.: .
Ca0-sa00430 13
Weathes Ardval Time: Departure Time: '
Clear, 49° 0700 0815
Cfent: LmI Representative I phcura number
WfN LLC Bryan Walker 509-922-7400
General Contractor. 5ite RepresentaUve 1 phone number
Moun#ain Crest Ron 509-466-5194
Subcontractar 5Yf Nect Managerl phone number
Inland Asphalt 8ruce Howard 549-534-9711 ;
Page Na. oi
1 1
.
- Manpovvee and Equipmenl llsed
C'
- FI9ld ob5efY8t10i15 , aT arrived on site ta obsenF+e glac,ement of asphaIt an the project roads. At tha time af my amVal,
herbicide was being sprayed an the aggregate base. The almbient temperature at nny arrrval was 45° and
= a :
the subgrade temperature was 49°.
I checked reveal along the ctarh and found it to meet or slightly exceed the designed asphalt depth of
rivo inches. The cut asphalt along 24'h Streef had not baen remor+ed but the curb reveal rneasured at 4"
as designed.
r
Inland tlsphalt arrived an site and sprayed tack alang a11 the cvncrete which was adjacent ta the .
pmposed asphalt. ~
When the asphalt arriVed an site, anather STI inspectvr took aver the inspection duties. .
• 2:i
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5'I'I Fieid R#e~entati+~~ Ganiractor's Represent,atiwe
~
THIS DMh(ENF AND REFERENM AUDEN[1R ARE `f0 BE CON51DEREO PREIIlAI Y Ui~fFIL R~IEWEO AKa 51GPJEa BY THE
STI CQfdSTRllCTIAN ENGINEER AHDIOR S PR CT MANi1GER
6evwed by I7ate STi Project Manager Date
~
COrfBSponding C?OfldEnc}d Repad Na.
~ A77NQRTHWEST DAILY FIELD REPORT
- Psofect Information ,
ProJeef Name Cfake.
Crestview lnspection 5121101
Projec[ Na.: Report IVo :
C-70-S400430 14
Weather Arival Time. Departure Time:
Cfear' 67 F 08. 15 OL.UV
Client• Loal RepreSentafive 1phone numter
WTIV LLC Bryan Walker 509-922-7400
General Cantractor. SEte Representative I phone number
Mountain Crest Ran 509-466-5794 ,
Sulxontractor STI Projed Managerl phane number
Inland Asphalt Brur,e Howard 549-534-9711
Page Na. of
i 4
~
- Manpovrer and Equi,pmeatt llsed ` -
1nland Asphalt.l pauer, 2 fmish rQllers, 1 doubie drum roller, paVing crew
Mtn. Crest: 1 skid steer loader, I front end lgader, 2 personnel
Field QbsesvaGons
r
Arrived on site to observe pYacernent af asphalt on the project rraads. At the tirne of arrival anather STI inspector had already made some abservations and checked curb reveal. See field report 13.
Inland Asphalt ber paving at 8:30 am. Amb'rent temperature was 67 F, grade temp. was 58 F. .
They began on 25 and then proceeded to Rees Lane, emplacing 2" af class "A„ AGP. y.
Using aRice density, prnvided by Intand Asphal# of 153.71b1cf , a tntal of 16 tests were fi,aken that ,
pravided a mean aVerage of 92.2 °1o carripactivn.
A, Rice density test by STI yzelded a 153.3 lblcf.
The gutter line was €law tested and founci xo flow as designed.
r.. ~ -
-
STI Fie1d epresentative Contractar°s Representatiae TH15 QUCUMENT APlb REFERENCEO ADOEHD1 ARE Tp BE CONSIDERED F~UMiNAR NTIL REVkEVYE[P AHD SVGHED BY TME
STI COHSTFiUCTIDN ENGINEER ANDIt]R S`I`I P E FAM}AGER.
Re rewed bY Uate TI Project IVVTanager Date
Correspondirrg QeficiencyRepart Na .
r;=• ~ ' °
, r
~ 3628 East Ferry
~ 5pakane, y'VA 19242
JWr,ff AIVRTHWEST (509) 534-9711
Fax (509) 534-9755
_ aRT UF FIELD COMPAC`I'IUN TE5T5 X1ate: 5121101 Projeet C-70-S000430
Client: WTN Lic. Project Description; Ganstruction Testing Services '
Brian Walker Crestview Addirion
721 N. Pi,nes Rd. Spokane, VVashington
Spokane, WA 99216 Field Repart 14 Page 2 of 4
Ilensi#y Std:221 I Mnisture Std: 676 ,
Teehniei$n: Tim dnhnsnn
❑ate LaCaEion a7epth Helow wet Pviaisture 9b [try Danmey Maeenai ramt Ym or Retest of DT Test Sf] E1cv¢uan Drnsiry TM Cwng=an Fait No
N❑ [PCP)
1 5e21f0i~ Turnou~ off 2sh I I 141.4 I I I1 I92.0 ~ P ~ 2 I5/21/01 S 11+40 25" shotl 143.1 I I I i ~93.0 P
3 I 5r21/01 ~ l 1+40 25" shot 2 140.1 I I I1 91.0 ~p ~
a~ 5/21/01 I 10+75 zs' shot i 140.6 r ~92.0 ~ P
C I5~21/01 I 10+75 25"' shot 2 139.0 1 ~ 91 p ~
5/21i0i i z+s0 6'it Rees shot 1~ ~ 140.4 I I r1 I91 Ip I
r 5/21t01 12+50 s' It Rees shot 2 iaz.s I I I1 93 ~ r
8 ~5/21r01 I Tumout Qff Rees 140.1 I I I1 91 ~ p ~ .
9~ 5/21/0i I i v+7s s' rt Rees shot 1 N ~ 144.8 I I I I I 94 IP I a
X Nuclear Methad ASTM D29Z2-9S 5tandard Practor A5TN1 I] 698-9$
-
Sand Cone Method ASTM D 1556-95 X Modified Proctor ASTM I] 1557-98
.
# Lab s=VzG # Dcsmp~ion rnnx opt con Mwc aensity MoWwe aosity ,
l ~ 61$ ~"A„ rnix ACP ~ 153.3
1. Fill P. Test Resufts iCornply With Specifications. ~
2. F. Test Itesult.s D0 Nvt Compiy V4'ith 5pecifications.
NOTES: '
: I•iY
GC:
DaVId C. LOhR
LabQratory Supervisar
~'Jt
> .
r 3628 East Ferty `
Spakane, WA 99202
Jl,I yORTHWES7 (549) 534-9711
Fax (509) 534-9755 '
_ {QRT OF FIELD CCIMFACTIQN',CESTS
Date: ~ 5121107 Froject C-70-SO40430
.
~
•
+Client; WTN Lic. Projeet Description: Construction 7`esting Seruices
Brian Walker Cresh+iew Additivn
721 N. Fines R.d. Spokane, Washington
Spakane WA, 99216 Fieza Repart a: za Page: s or¢
D8nS1ty SYd:2 211 MDIgtl13'6 Stfl: 676 '
'4'ethnleian: Tim lohnsvn
Date Locatinn ~A Bezow wtt Maishm % nry oauiry MateriEd rcrcmi rus m Retmc or [Yr
Test SG Etcvution C>ensity Type Compacssan F'lu1 No.
No. (QCF)
10 ~ 5t21/01 10+75 rt Rees shot 2 I I 142.3 1 93 P ~ .
l I I 5121J41 14+40 5' it Rees shot 1 I40.6 1 ~ 91 ~ P ~
12 ~ 5{2 1I01 b 14+470 5' it Rees shot 2 140.4 7 ~ 91 ~ p ~
13 ~ 5l2110I ~ 12+75 24`hshot 1 143.7 I ~ 94 ~ P I ~ 5f21101 I 12+75 2ahshet a 142.2 I ~ I1 93 F ~ ~5/z z r01 11f0a zaffi shot i N ~ 142.9 1 ~ 93 ~ P ~ i 6 s/a 1ro i I 1i+0o ~4'hShot 2 N I 142.9 I I1 I93 I P I
I I ~ ~ I ~ I ~ I .L
I I I I .
3C Nuclear Method ASTM D 2922-96 Standard F'roctor ASTM I7 698-98 •
5and Cone Method ASTM D 1556-96 3C Madified Proctor ASZ'M Q 1557-98 t
t~
Prosxnr N l.nb Snmple H f)escnpiism max opt om hiex ,
detmry Mnistvre drnssly
1 I 618 "A„ mix aeP 153.3 I I
I 1 ~ ~
~ ~ I 9
1. Fitl P. Test Results Cornply With Specificatians.
2. F . 1'est Results Dn Not Comply VG'ith SpeGifications.
4r~
NOTES: ' -
Cc:
David C. Lehn
LaboratQry 5uperuisor
.n
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GREST`!I'1EV INSPECT[17N
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k F1E6D REPQr~
NoRT~'E5T SC3II.5. TES'~I~TG & INS~'ECTION DATE; ~~91
3628 E. ~~RRY PAGE ~ OF ~ C-70-SD0430
SPQKANE, WEI 99202
~ 509-534-971 i FAX 509-5349755