26196 PE-1870 LONGVIEW
f ,
~ CLC
Assaciates Tnc. i - -
FQRMERLY
S
!
I
i 707 Wesr 7th 5uite 200 i .
~ Spakane, WA 99204 ~
509-458-5$40 Nvvember 17, 1999
509-458-6844 Fax ~ Ok
Spokane, W,h - Qenver, COG W.O. Nfl. $9275
%
t'~~~~~~ 49,00
~
Scott Engelhard
5pokane Cvunfy Engineers
1026 ►JV. Broadway -
Spokane, WA 99260
1
~ RE: Design Deviations fvr Longaiew PUD
~
l
Dear Se.ott,
9 I ha►re presented your request that the road thraugh the Longview PU❑ be a
puhlic raad ta the spansar of this proaect, Mike Hume. Mike has no objection to
this change, since he can still create a PL1D an a public rcrad. TherefDre, please
finalize your red€ew prvicess assuming fhat this rtoad will be a public road.
i ° Thank you for your hePp in pracessing this request and warking we91 with us an it.
~ Please let rne know if you have any questians ahout this matter or require more
onfvrmation to finalize xh%s design deViation.
5incere6y,
CLC A.SSDCIatES' I
•
Ann L. Winkler, P E.
ALWJaIw
cc: Mike Hume, Tomlinsvn-Black North
fle
Planning
Engmeering -
APCf'IIteCtL1Pe
Landscape Arehi[ecture Land Surveying
~i~ r.-2,z~~r ~-t...r.V . . _ . - -
s •s- t; E4"~ ~ g' ~ ~ _ 4 i ~ ~a ~ ~ I I Q' ~
~c-iA
4.?y '1" ~ F• f0 x
~
N ~ ryt 9 61 ~ 7 ~a ii a~ L_J b Si
~ 3 ~ ~ ~ ~j ~r {Y'
12
~ ~
! a
2
~ I 23 E 13, 'y.'Iy~,~, d$
3 CH R W_
7LZ"IG 1d1Vt . ~ ~ i U~~
i Y~+v , r 3 2 C} S p iGRE£NACRES 'ELE1r1.
a, a~ 17161111 b 14 13 !2 t~ i SEP~ 'TB
J ~p ■ ~ ■ a ~ SR ~ A ~ N i s e • r ~ ~ io s ~ ~ W ~ ~ •
~
h u ~ . , ' g y a ~ ~ • ~ . ~ ~ .s
u
~kD
,•S ~ i - n n ! Q { ~ i . i t..l 4 1 ' { f y..~ ~ 4 • 5... J. 1•.. .
sLt6.A vtlu+~ ~ v1e~ ~FUV€iThl
r 'a t~nt r i • . + r • ~c ~r q
1~~Ft~Z.i'E§~~d~-i~'~'
• 3 2 * a iz iw io e a 7 16 5 a s
, i o -AV~ y 3€ r ~ II . ~
Ib 7 B 3 4'3 2 W
~ I J.~~ s. 'i 4 6 ~ ~ ~
r 12 ~ ~y ' z~ • , ~
FJ i C a ~ ~ C I 1
Y ir~-12 ' 13 • ~ . , . . 1
, , .
141516
17~8
19 20 21 ~4x #°i T+1?~iil-SD~~~• I .
~ '~~f s S ~ P~.~ p IY N
c+oo 1 p~ n
l
~
'h
1
0
z
~s
~
a
R`t~NUE
~
}A~
1'~ E
Z
~
vr' xr- ~2032 ~
P,3
R
~030
- =
A6
d ~ Av~NUE ~ 19
~
1w
~
1 ~
~
~
~
1 ~
April 16, 2001
CLC 7ob No. 5000470 .
~a~ w. ~ Ave , ste ~ov .
Spokanu, W~A 99204 Mt. Dav id Bet7t0
Spakane Caunty Engineer's affice
Spokane, WFI - DenVer, ca N°~h S 11 7effersQn '
Spokane, Washington 99260 RECEIV,~D
A~~ ~ ~ ~0al
RE- LONGVIEW 8POURE COUNWOMEER
PE-1870-O0
Dear Mr. Berto
Enciosed please find two copies of the reuised 'final glat referenced ahove. T
have rewised the plat per yvur camrnents and haue received an updated plat
certificate, a cflpy ❑fu+hich is included. Please review and caxnment as saan as
possible as our client is anxivus ta finalize.
~
A ...a
~ If yau have any questians, please da nQt hesitate ta call. Tharrk you.
y S incerely,
CLC Assvciates
~ lz~"zt-
patirick J. Moore, p L.s
P.TWaan
; Enc. C.. OLAe~
e.
'~~+d ; ~7" ! . ~ ~r.
'F~ianning q ,
neering
ArchItecture ~
~Lan~scap~ Arehrteetwr~
L~rs~ 5urveying t~ ~
~
1
S P C] T t A N E C] 'U N Ti Y
C1fL+lSf~.S[V C1F PI„A[JNINC E1 DNISI[JN C)F Tf-tE 1"LJ8L1C WQRKS DCI'etATMENT
M[Cl-4AE[, V f`JEEI7F•iAM, C71RCC'ZOR GA'RY CJ6GRG, C)IRFc'rC7R
,
MGMOIANDUM
TQ: +~.~a~iG~%on o' ~.'ripin, e.en~n,g and Road sTTrans_rtabi@ n &ngi.er=i-n~i
Sqn 9-25nge1hard., cz;fc~j,S andgKi, miMi 1 -
DFvision of Engineering and RoadS, Development Services, Bill Hennmings
DivisiQn of Utilities, Infarrnation Services, 3im Red
C3ivisian of Utilities, Stormwater Utility, Brenda Sims
Spokane Regional Health T]istncct, Steue Halderby
Spakaate County Fire Distr-ict Nn. 1 ~
Consvlidated Trrigation Distriet N[r. 19 '
Central Va11ey Schavl I]istrict #356 .
~D
U-1
FROM: Jarnes 1Zichardson, Associate Planner
DATE: February 22, 2001
kE: Froposed FinaL Plat of Longview PUD; PE-I870-OOIPC]DE-2-00
,
Enclosed fnd copies of the above referenced propased FINAL plat to establish 52 single
farriily residential lvts vn 11.2 acres. The subdivisivn xs lacated east of and adjacent ta
Tschirley Road and west of and adjacent ta Long Rvad, approximately 770 feet sauth of
5prague Avenue in the NW '/d of Section 19, '1'25N, R45 EWM. Please review the
proposed final glat and fQrward any carraments ta me by March 8, 2001. If you have any
questions you may contact rne at 477-7168.
RECEIVED
Yours in anCicipation.
FEB 2 ~ 2001
Enciosu~~~ ~ ~~INEER
capy wla enclosures; Mike Hwme; 8205 N(7rtr1 DIvI510B1; Spokane, WA 99208
CLC Associates; 707 West 7`'' Avenue -#200; 5pokane, W'A 99204
~EB 2 3 2001
~ ~ ~~~~ECA
E026 W BRO/1DWAY • S['CI[CAdVE, WASHIIVGTC7IV 59260-0220
PHOfdE. (5D9) 477-7200 • FAk (1909) 47r^-2243 9 TFL3- (504) 477-7133
I ~ /►9 l/ u ~ ~ ~ ~ I ~
37?3 Y
~ I I f I w
• NB9'rs~9E Y. Pi'30E, v2i•.~o~' N.V 2/ 3oE
; ia~o I 78.~70 79. 28 79. S8 ~ 79 1'Pf 4 ~
' 37se l-?O,ell117W
~E/'2/'.5O%E 1~ 2/'30 f' N. 69 '57 *l'Y ~Y2i
r ~y . , ` ~1 ~5 ZS
36.89I 7_9~ 79.I80 % 79 I,3p 90• 7916 7.5v I I t- h
~
13
~ 3?~ - - ?b - - - -2'~ - - - --t .
~ g3 .s 310.55 S i
3-9 zz n.
~ -
. .
- - - - -
• 39371
SB9S~E ~ r.2/%9L'sc , r~4s' i 4To.00 e9%i~s'IY ~1 /'YPS7O rY241:ZE Y. 2/'Ro.E I^,89• N~
/_9 76 FR7o 31 122S /9.50 \~1 33.SOJ~ i 8V 79. 6 g'
79176 3 J z p 2¢60 I56
1
372S 4 ol
i I
~ - - - - -
j s. ~.i 3-9. 7.r
G I
3s42 I (3o.so
2 I7- -
2 29 ~ -
' y„a 6317 5:0- r 6~3,25-~ - ~-T-- -
/O n. . q 9.~.
~
CLC
ASS(ACIa$e5, IRC.
Fehruat-yy 12, 2001 aur Nurnber 5000470 707 W. 70, Ave., Ste 200
5pokane, WA 992[)4
~ (509) 458-6840 1VIr DaVe Berto
~ (sas) 458-6W Fax
' spokane, WA - Dsnver, cO SPokane County Engineer's Qffice
North 811 Jefferson
Sgakane, Washington 99260
RE LDNGVIEW
FE-1870-00
Dear Dave,
Enclased please find tvti+o capies af the draft final plat referenced above Please
reView for final approval The enclosed check for $100 is the plat check fee
Enclosed a1so is a copy af the ptat Gertificate, and a copy of the sLgnecl
Agreement to Pay Fee
Please call if you have any questians. Thank yau
Sincerely,
CLC ASSUCIA'TES INC.
~
Patrick J Maare, P.L.S.
PJM,Idan
EI1C
REcErvEo
SpOKAuE cOu~~
FEB 14 2091
IDrns~ON OF PLMNrNa
Pianning
'i Engin€;ering
~ Architecture
Landscape Architecture
~ Larsd 5urveying
i
i
•
_ RECElVLD
CLC AssoCl~,~rEs, INC. FEB 15 2001
5P[3KANE, WA •DENVER, CC] SpOKAhIF coUNTY ENGINEER
Ta:
w'~ 91 ~.o~
.~1'TEI~T''IC]N: ~ 4 PROdE T Nf~ i::
DeSGI'1FtlC7n
El Xerox Prints ~Cvpy vf Letter ~
~ []riginal Drawing ~ Gantract Documents ~
~ Wvrk Authorizatson ~ Repart
0
No. Copies Descraptaan
A V La-~ Q-0Y ~4N U&I-Q-
_a .
Purpose
~ Infvrmation 0 Review & Comments 0 Per Mour Request
~ Wrhtten App,roval Sig,nature & Returr~ ~
~~marks
Lr V1 GK" 7'S1/1 0 ~ C ct-~ n,c J q-*~
~
~igned:
f "
CG:
707 W. 7th Ave., Suite 200, SpQkane, WA 99204 (509} 458-6840 Fax. (509) 458-b844
~
:
TRANSNATIaN TITLE INSURANCE +CDMPANY ,
1VDRTH 7 2 a ARcoNNE
SFoKArrE, wASxxucToN 99212
Px'epared f or :
❑x'der NQ.: JM-236911
'T[7MLINSdN BLACK A?ORTH ` Charge ; $ 175 . 4 0
ATTN: MIKE HIIME Tax J. 4. T$
8202 N. l]IiTISION Total : $189. 18
cc : CLC Associates Inc. /Maoare
sE e0 N D
P LA T C$ R TI F I CA T E
Certifi,cate fvr filing Flat of:
LC3NGZA I EW
In the matter of the subdivisiean ta be submitted ta Spokanc County far
approval, this company has examined the recards of Spakane County Auditor's
and C].erk' s vffices, and the recards of the Clerk of the United States
District Court halding terms in said county. This certifieate is macle for
the purposc herein specified, and is not tv be used as a basis for clvsing
any transactian. LiaL-ility is Timited to the amount, if any, paid for this
certificate. From such examination, the company hereby certifies tkae title
to the followAng described land, in said Spakane County, to-wit:
A parcel of land sitraated zn -the NQrthwest quareer of f'
1 - - - - - - - - - - e part u ar
d s:
Lots 5, 6, 10 and the North half of Lat 11 in Slock 25 ❑f
CORBIN ADDITION TO GREENACRES as per plat thereof recarded in
Vol~ume- «S" rs.fvPla.ts„~'.e30 ~
EXCEPT the North 124.00 feet of the West 181.00 feet of said
Lvt 5; •
PaND EXCEPT the So`ath 80.00 feet of the West 181.00 feet of
said Lot 5;
AND EXCEPT the Sot1th 130.00 feet of sair3 Lot 6;
ANf] EXCEFT the Ncarth 11.00 feet of the West 181.00 feet of
said Lat 6;
P,NI] EXCEPT the East 380.00 feet of said Lflt 10;
Situate in the County of Spokane, State of Washington,
VIESTED IN :
WILEY H. H[7WARb and 17ELCIE B. HOWART3. husbapd-and wife, as tn
- Fort ivn of Lat 5/Blk 25; and ,.UA.~~_~& ~H ML, al sa appearzng
of record as ' vely subj ect to
the community intErest o his wafe , as
to Portiart ❑f Lots 5, 6 and 10]B1k 25 and ^%Q=fflWfflVrv@X1E+ftTh, and
C~~~.•~~~#+~~3;7~T'&~,F3Ei"sband and wife, as Go the Narth half of
Lot I1/Blk 25. -
Page 1 of 6
~
e -
C}rder No, JNI-236911
, EKCEPTI(7NS : ,
1 - - - s
Parce3. Nas. are provided from the latest Assessar' s Maps available t❑
the Cornpany. Said parcel numbers are nvt a matter of the public recvrd
therefor, the Company makes no assurance as to validity or accuracy
relating thereta.
2. Liability to future assessments by Consalidated Irrigation District Na.
iq.
3. Reservatfons cantained in deed, Spokane Valley Farms Campany, a
corparatian, Grant4r, secorded in Book 435 of Deeds, page TDG, under
Recording No. 959247, as fallvws:
The Company herebx resenres and the Purchase.r cioes hereby grant unta the
saa.d Company the rights of way naw ❑r hereafter deemed neGessary hy said
Company fvr the constructivn and maintenance af irrigation flumes,
ditcnes and pipe lines pver and across thc adove described land for the
irrigatian of said land as taell as ather lands, ►,vith the rights and
privileges tv enter upnn said land far sur-vey 1QCataon, cranstr,action and
repair of said irragation conduits, either by the Company, or hy Che
awner aar owners af.3ands served by them.
4. AGREEMENT AND THE TERMS AND CUNI3TTIONS THEREC)F:
gETWEEN: Spokane Valley Farms Company, a
carporation
AND: Community Service Comparny, a carporatian
DATED: July 5, 1923
RECC]RDEL3: Navember 10, 1923, In Book ,':f„ of
Contracts, page 282
RECaRI3iNG iVO, : 733599
R~GARDING: Prvviding for constructian ❑f ditches,
flunaes, pipeiines, etc.; erecting poles
and distribution lines, with right Qf
Tngress and egress to maintain sa3d pipes,
lines, ete.: and prDViding fvr lien for
unpaid charges fQr such service
5. Reservataons cvntaxned in deed, recorded on November 30, 1943 under
Recaxding No. 605554A in Book 505 of Deedse gage 518, as follows:
The Company hereby reserves and the Purchaser does hereby grant unto
said Company the rights of iaay now or hereafter deemed necessary by said
Company far the cmnstructiara and maintenance of irrigation flurnes,
ditches and pipe lines over and across th.e abvve described Zand for the
irrigatian of said land as well as other lands, with the rights and
privileges to enter upon said land for survey, loGativn, constaruction
and repair Df said irrigation conduits, either by the Company, or by the
ovvnear ❑r Qwners af lands served by them.
F'age 2 ra€ 6
r
. , flrder Nv. JM-236911
6. F~ASEMENT AND THE TERMS AND CONDITIONS THEREOF:
nISCLOSED SY: Warranty Deed under Recvrding YrTo. 929610A.
xn reference tfl instrument dated July 5,
1923, Y'eCflrded 1I7, Bc]C3k rOXir t7f
MiscelZaneous Recvrds, page 282
PLTRPOSE: F'urnisning water tQ said prettaises
7. P-ASEMEFiT'r AND 'X'HE TERNlS AND CONDITIONS THEREUF:
GRANTEE: The Washaington Water Ppwer Cvmpany, a
carporation
P[IRPOSE: Electrical distribution line and
assoczated fixtures; with right to inspect
line and tv remove ]arush and trees
AREA AFFECTED: Place 2 poles and 2 anchors, together with
right of vverhang, an the 5cauth 1 ine of
herein described property, a.n the ],ocation
as nQw surveyed and staked thereQn
DATED: June 16, 1959
RECC?RDED : June 23, 1959
REcoRDaNG No.: 633941s
8. EASFsMENT AND THE '3CERNiS AN]] CC?NDITZONS THEREC3F:
GRANTEE: The United 5tates of AmeziCa
PllRPOSE: Irrigation turnout and appurtenances
AREA AFFECTEIJ; North 20 feet of the West 20 feet vf the
5autTa 140 feet of Lat 6/B1k 25
RECORDEL?: July 17, 1954
RECQRDIIVG NO.: 34034C
9, SEWER CONNECTIDIV' AGREEMENT HETiWEEN SPOKA3+1E COUNTY, HEF3'DNS AND DAHM
DSVELOPNlENT, INC., WITH LATECOMER PRaVISIORTS AND THE TERMS AN'I3
CQNI7ITIONS 'I'HERE❑F :
RECORDEI]: August 3. 2995
REC[7RDzNG NO.: 9508030115
Page 3 of 6
r
~ C3rdex' Nv. JM-236931
10. F,A,SEMENT AND THE TERMS ANI} CC7NIJITIQNS THEREOF :
GRANTEE: Richard W. Perednia, as Trustee of W.
' Perednia P.S. Pension Flari
PiT,RPDSE:, Event the septic tank and drain field for
the parcel canveyed herein encraaches upon
the property retained kay the Puaechaser and
any Successor in interest, the Seller ❑r
successor in interest shal.x grant the
PurGhaser a temparary easement whzch will
be used to mairntain the septic drain field
and tv allow the septic tank and drain
field to remaa.n on the premise and to
enter for reasonable times ta make repair
to the septic tank and drain field
grovided that the property is returned t❑
rQUghJ.y the ord3nal condition prior to the
repair being rrEade and contin.ue until sewer
iarx installed on the premises on TschirTey
Rvad and the Purchaser in fact, hcroks the
property up tQ sid sewer 1ine. Thas real
estate eontract shall canstitute a grant
of such septic tank and drain field
easement
AkEA AFFECTED: • This and other property
DTSCLL]SED $Y: MaY 1$r 2000
RECORI]EI] : May 18 . 2000
RECC?RDING NC?.: 4481643
11. REAL ESTATE CONTRACT AND THE TERP'iS PND CON'L]I TI DNS THEREOF :
SELLER: Wiley H. Haward and Delcie B. Howard,
husband and wi f e
P[71zCHASER : St anl ey W. AndertQn and Wendy U. Anderton,
husband and wi f e
RECDRDED: Dctober 2, 1991
RECC7RDZNG N9.: 9110020298
EXCYSE TAX RECEIPT NQ.: 9100015211
PURCHASEFt' SINTEREST I5 NQW HELD BY :
RECf?RDEL7: August 24, 1993
REGORI1ING NC?.: 9308240219
(Affects Lat 5/$lk 25)
Page 4 of 6
,
- '
Order Nv. JM-236911
..12. DEEI1 aF TRUST AND THE TER.MS` ANI] CONflITIflNS THEREOF :
, GRP,NTDR: Randy I]wayne Mitchell, a sangTe persan
- TRL~STEE: Hawkins & Gu~inn, P.S., a Washinytan
~ Carporat ion
r
' BENEFICIARY: , OUIRREWIMMOVE11 M'
ORIGINAL AM(7UNT: $36, 4[3D. 0O
DATED: March 3, 1993
RECQRDED: April 2. 1993
. RECORDING NO.: 9304020548
Investigation shvuld ae made to dctermine the present balance owed by
cvntacting the apprQpriate lender/agency/individual.
(Affects Lots 6 and 1a]SIk 25)
ASSIGNMENP OF THE I7EED pF 'E'dtUS3` : -
.AS~ IGNEE :
RECORL3ED: , 1993
RECORDING NO.: 04-190233
13. DEED OF TRIIST ANI] THE TERMS ANI] CDNL)I'I`IONS THEREOF;
T
GRANTOR: Randy Mitchell and 17arlene L. Mitchel].,
husband and wife
TRFJSTEE: First American Tit1e Ins. Co. - Spakane
Co., a California Carporatian
BENEFICIARY : ~ " ' . • , - ORIGi1~AL AMOUNT: 103,200.00
L3ATELD: July 27, 1999
RECORI]ED; +Tu.ly 30, 1999
RECORDING NO.: 4396828
gnvestigation shauld be made tor determine the present balance owed by
cantacting thie approgriate leridex/agency/individual.
14. UEED OF TRIIST AND THE TERMS ANL3 CQNT3ITIC31'S THEREDF :
GFtAN'I"OR: Randy Mitchell and Darlene L. Mitchell,
husband and cai f e
TRUSTEE: U.S. Bank Trust Company, National
a aon
BENEFICIARY: _ ~ • _ ' • ~ I
C]RIGINAL AMOt71riT: , 80d .OD _
DATED: August S, 1999
RECQFtL]EL] : S epteir►ber 21. 1999
RECORDING ND.: 4414207
Investigation shauld be rnade to determkne the present baZance awed by
Gontacting the appropriate Iender,lagency/individual.
Page 5 of 6
'
Order No. JNI-236911
15. This praperty may be subject to a charge by 5pakane Cvunty fvr sewer
constructian, referred tv as aCapital Facilities Rate (CFR). This
charge is in additiQn ta the monthly charge far sewer services. Please
contact the Divisivn 6f Utilities Bi1Ting Section far information (509)
477-3604. END DF EXCFPTIDNS
DATED AS OF February 8. 2001 at $:00 a.m.
TRAN$NATION TITLE INSURANCE CON#PANY
HY
For se'rvice on this order call;
(509) 922--2222 (FAX) 926-1519
Judie Mitchell, Title Officer
sc
Page G o f 6
f ; .
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON ~
TO: Jeff Forry, Department of Buildings
FROM: Bill Hemmings
DATE: Monday, March 12, 2001
SUBJECT: B.C.C resolution #91-0882 Implementation (July 2, 1991)
Attached are the individual lot plans for each lot containing a swale in LONGVIEW PUD, plat # PE-1870.
Please give the appropriate lot plan to the individual applying for a building permit on the lot, so they can draw
their house and approach to scale on the lot. We will need this plan, and the corresponding $1,000.00 cash
surety, m the form of cash, letter of credit, or savmgs assignment, before we can issue the approach permit.
Also attached are the letter of credit and savings assignment forms.
. ,
a;SAM1'I.E LETTER C7F CREDIT"
"([]SE &ANK Y.,ETTERH.EAU)" (BANK NAiVI E
t1DC]RES5 ZI'f° CQI?E
PH[JNE # AND OTHER INFORMATION
IRREVOCABLE LET'I'ER OF CREI3IT
AMOiTNT- $1,UU0.00
NO.
BENEFICIAI2Y:
SPOKA.NE C4UNTY ENCiINEERS
1026 W B1tC7ADWAY
SPOKANE, WA 91260-017[]
SiJBJECT: LOT I3LOCIC L,CINGwIE'VV PUil (F'lat)
PLAT# PE-1870. (Developnient)
Gentlernen•
We hereby authariae aur irreuocable Letter of Credit in your favor, and authorizc you io ciraw vn the
(bank), a draft up ta ane thvusand (T7ut lars) 1,00 0.0 0) , for the account o f
(develaper)
The draft, dravvn under 1his Letter of Credit, co►+ers the assurance of completion 4f insrallatian of storm drainage, dramage swales,
sod and other work as 4s tncidental and related theret4 in accardance with the drawings and specificaeions as subra°iitted to and
appraved by the Spvkaiie Counry Engineer's {affice on (date), and qs ta be accoenpanied hy the following
dpcurnents• written request by 5pokane CQUnty Engineer's Office ta (hank), aa
the ahove address indicating nvn-completion of a19 or any of the ahove smps-overnents and that amaunt ofrnaney required t+a complete
such improuements.
We hereby agree with tite drawer, endoeser and bana fide holder of this draft, negotiatecE under and in compliatace with the aerms
of this eredit, that sard draft shall be duly honored upon presentation at the (bank),
at any time hefnre cbmpletivn of the ahove-descnbed improVements or perfornlance, in ruhich event written notice shall be given by
Spnkane County tv the bank (deueloper) shall be responsible for any cost
incurred 1oy the county in excess of the amnune of secur'ty.
Drafts, drawn under this Zetter oFCredit, shall bear vn thesr face che words
L7rawn under (bank)
(bank address)
Credit Na. Dated
Bank Name
F3y
(authorized signor)
r acAGREE'L~ENT'a
In consideration of the issuanee of a building permit for Lot , I31ock ,
$,i]NGVIEW PUD (plat) plat # PE-1$70
(Develnper)
has cleposited $ 1,000.00 rvith 5poicane County as secunry for ful] and faithfial perforanance by De velager respecteng certam drainage
facilities ant£ sad in acGardanfie u+ith the drawizigs and specificataans as submitted ca and apprQved by the Spokane Cpunty Engineers
C3#'fice an
(date) 199 .
Develcaper hereby agrees that shoulc1 such drainage facLlities and sad not be conskructed in acGardance with the approved
drawing within six months of oecupancy, Spokane County may then use the securiry ta bnng these facaiities and sod into canfonnance
therewith. Develaper sha1l be responsib3e far arsy costs incurred lay the caunty in excess of ihe amount of security.
Spnkane Counry agrees t4 eerurn to Developer any unused funds upnn satisfactory completion af these factlit3es and sad.
NAME &ADT?RESS TO SE RETLIRNED TO
(C?eveloper 5ignature)
DATE
~ 1H1$ SPAGE PAOV i5E~,' Wl~ bft0A OEp 3 115E:
' , ~ , F1LED Qri RECUliOEp
Fr,rst Axrrerican T'~tle REoUE~. f)` s~ ~ic~
Insurance Campany A ps 2 93
9304020547 wrLo: 4
a~
d fur Record at n equeRd.of r. 1+ 11, .
SFOKAhP:. COUNTx. iYASH.
Aleme Ha4d= & Guinn
+ Adcireas P.O. Box 2529
City nnd Stnte spokane, hTa. 99220 'j*t
Trans,j5M 1726I2'\.
Statutvry "W►arranty Deed 7'ttF, GttAN'rDR (gtfiAiA K. VAt)3iN, a maxried rm
for nncl in eanxideration of TCN [YlT.vIrtS ]Ir1f) OU[ER V11T,GYILItr, GoMII7CR11TIONi
in hnnd Fanid, rrrnuevx nnd werrRnfs ta ~MEM, a Single pei'&me
the fnllvwing rieRcribed reai ealnte, silunlyd in the Cnunty of SPOK7M , Slnle nf K'ashinqkirn.
~
PAFUQ, A:
Ipt 6 i.t'► BjoqV, 25.vE, CDRBIN„AWITItt3 'Tq
as per plat ti~earevf reaorcied 3xi
Vol+sne "S'~ of Plats. Pac}e 30. E]{CEP`r the Scuth 130 Feet: Situate in the oounty of
SPdcane, State of Washington.
PAPEEL 8:
T4t 1O in B~1ro~.ck 25 df (]DItSIN 1Md[7'rICr1 G , as Per p]at thexeoE reca~rded in
~11IIfe ".~`ix V,C~~~ cr~ ~
. Pa~ ~'f ~'as 8[i ~e~~: 5ituate in the Oaw-►ty tsf
Spocahee SCate C]f Hrashtn9ton. '
SUBJEer TQ: Znd 112 19939m-w-ra7. taxes wl&r paroel 15519x.0322
+~Q~3QQ~~18
2• ?,r~d 1/2 1993 irriga~an assessmennt; ,
rxcfsa TEUC Paid nn
sale ►VO. Rd.`/a17• 9L-
a Counfy Tre
Ma,rdz 3 , !g 93
- a~~w.
$7'A'fF, OF WASI{lNfY["DN S'1'A7'F OP WASf1iNC1'ON
aa, ~
LY3lIN7'Y OF Spalcam LUUNZ'Y [)F ~
i)n lhiA dny permaemlfr epprered brFore me On lhis dn' nf
lrctnra mr, thr undrrmiAircd, r NRinry F'uf+hx in end [ar ihr Slnte nf We~hlnXinn, dcrly cam~
~L"cZld W. VaLtglii. mlaAiened mini ewnrn„ penmqmEly eppcafcd
(a me knonn In hc the fnA'aridun![r] deecribed in end riw
earcofed Ihe withm enl &nr008 imHaumeM, end wnd
nrkrgwlcaq~rd lfu~t ~ Rigned the remr !n mr kimwn fn hr the f'rrrkiArnl and._,_ SrrrcTRry,
~,b {,l, ILLS rF!l6AA1'OIlihGlr]ilcl.lr!!I[IFNI, fERpecTh'lly.h[ •
Tm Ihe orcM end pvrpasee Ihereln enenuasrd. the cerymrel6n ihs[ rxrculed the 1011`901P9 inslruinrnL eknd eckrmwfrrlgrd Ihe seid €nRW
ml ta be the iitr ans( rskmlery sr► ard dred o[ wrfd mrywre[mr~ far tRe+erra And rnerparrs
CfVf~;N undct ~ny Frin9 snrJ effide3 ~eal thie ~rcin menl6onrd. nnd nn neth elsred th~l
` 1 ~ `--L - -
o r'i[cCC7't--^ ig 93 outhnaixrd Inrrenrte Ihr e,+id inairumrnt " thal ihr Re.l affiaeri ir the m.pnrnls ern] vlAeid
rnrprxa[fnn
' - Wilncoqe my hsnd ensl vififiol wenllrrrrln nfroxrd Ihe rley end yratr firui ahmc wri[irm
NnrlhuelGk1 for ~he 9~a~' Wa~fngSoR mKlirc~ sl ,
-•S -
, Mafary 1'uIiIK 3n and fnr qhe 51n1e e[ Li'AahinRlnK rrrithnF aI
. ~ •
,y
;tpNinbnent expires; ' 3 ~C14-
,
~
. . - • - 4396827
' . ~13CI1999 ~04:31P
• WIIf:N RGC:c)RUED MAIL 7'O hag. unIGY TiDF iMS m se.oo - W,m co. u
SP1:RI.ING AND ISALCII
12929 F-A.%T SCRACl1E SM)KANF„ %VA. 99216
STATUTORY WARRANTY DEED
Escrow No. 5990307 Title Ordez C-139.SSO-
Reference Numbers of Related Documentcr
TNE CRANTOR 11LAN D. EDWARDS and JEAN C. EDNARDS, HUSBANU AMD NIFE
for and in conaideration of tAe sun ot $10.00 and other good and valnable
COA3SdQT8t'SOq
in hand peid, eonveya and warrants to RAHDT 1tITCAELL and DAR*-*W* L.
MITCRELL, BUSHIWD 11ND NIPE
the following described real estate, eituated in the County of Spokane,
State ot Nashington:
TAE NORT8 S71LF OP LOT 11, SLOCK 25, CORBIN ]IDDITIOH 10 f3REEtI1lCRES 71CCORDIttO ~
TO PLAT RECORDED IN VOIdJt[8 'S' OP PLATS, PACE 30, IH SPORAHE COUNTY,
NASHINIiTON.
SITVA?E IN THE COUN17 OP SPOICAHE, STATE OF MASRINCTON.
Aaseasor's Propertp Tax Parcel/Aecouut Nnmber(s)e 55192.0323
SOSJECT TO: COVENANTS, RESTRICTIONS, RESERVATIONS, DECLARATIONS 11ND
. ' EASEHENTS OF RECORb AND OR IHPOSED HY THE PLAT.
DitcJ: JUI.V 27, {999
. Gl.,14,,c. Prr,(,.... C_U, a.,
ALAN D. EDWARDS J C. EDHARDS
O
~
~ State of Washington
w ~ea.
0
\ County of Spokane
r
to
~ I hereby certify that I knrnr or have saCiafactory evidence tAat 1►1J►ti D.
EDNARDS, 3EAN C. EDtrARDS are the pereon(s) who appeared before me, and eaid
~ peraon(8) acknovledqed that THEY aigned this instrument and acknowledqed it
cl to be TAeIR free and volurttary aet for the uses and purposee mentioned in
thia instrument.
,,,,1,E1Qy,
necea: n
a f `4
~
~r101MpNa :
V ~
N Notary ublic in and for~the State of Washington
=0 ; PUBUC ' .
- .
~ rea i d ing a t ~r~ v ~7' O~ N I~~
~ HY aPPointment expires ~4y
~ ~*jWqstt~'~~,, .
to /
o '
o ~
~
N
Cp '
,r
~
• ; .
- 442&884 lofi
0&1999 03:NP
When Recorded Return To: 1M11OH.11ilE INS 06 N f8.00 bduuk to. p
SPOKANE ESCROW COMPANY, INC.
PO Box 2524 •
Spokane, WA 94220 .
Escrow No. 99-547 t.T~to ,
STAT'U'PORY WARRANTY DEID
a 30-3 s y
Refereace Numbera of rdated davments: oa page of documeat ~
CmaWr(s): Randy D. Mitehdt Additioml Names oa p:ge of dowmeni
Gn~ee(s): Tim Floyd and Alicsa Yardo Additions! Names on page of do~ /,3~ ~
l.egnl Description (abbreviatop: S 80' W l81' L S B 25 Corbin AddiQoa Full kgd on page of(;~
daaiawent
Assessor's Propesty Tu Parcel Aooooat Number(:): 55142.0305
THE GRANfOR Randr D. Mitdsdl, a marrted person who soquired dtk as a sfngk perwn
and bus never lired In Imme as a manied person;
for and iu considantion of the swn of Tm Dollm and other Sood and vatuablc consideratloa
in hand paid. ooaveys md wunnta W T6n Floyd, a slogk pusoa aed Alism Pgrdo. • stqgle person
the fa!lowing darribod resl estate, sitvated in Ihe Couory of Spokane, State of Washingtoa:
7be soulh 80 feet of the West 181 fcet of I.ot S in Block 25 of
Corbia Additioa to Groenacres as per plat tberoof raorded in
Volume 'S• of Piats, paga 30; Situate in the County of Spokane
State of Washington;
Assessor•s Property Tax Paral Accouat Number(s):
- Subjed to:
1. Liability W future assarrocats by Corccolidatod lrrigatioa Disirict No
19;
2. Eaumenl in [arof of'Itie UNted States ot Amaica; raorded 12117164
under audttors file No. 71553C;
3. ResennUmu eoetal,ud In deed recorded 1 V30/49;
4. Comraet betweai the Spoknne Vatley Farmc ComPan1. ;corpomuon.
aad the Comrnuntty Serola Caanpan7, a oorporatinn, dated 715/23
Dated " ent -Fft ober, 1999
Ranayro. tMtawu
~
N
. ~
\
l0
l0
~ State of Washingtore ~
~ County of Spokane
. 1 certify that 1 knovv or luve aatis(actory evideoca that Randr D. Mitchelt is/uo the peraoa(s) who
appearod before me. and uid person(s) ackoowlodged thW J~L signed lhls iagtromrns and acknowledged
it to be ,h!L free and voluntuy sct for the usea and purposes maationed in this iatttument.
M
" DA7'ED:
~
~ ►w+ f.0
Lo '~;~Naap R~ACoe in and [w die Swe of Wad,instaa.
' t%pTARy ~ rcddinratSpolaoe
O - : • Mr appdmmcet enp'uea: ! p/
- !A O~
~ i9~'•'i ~ ~
d lejOP
~
m IA
/
RETURN TO: 4441746
C. Raymond Eberle Pa ' 1 of 1
Attomey at Law 12,2111999 02:QLI
North 2610 Pines Road PIO}ffEA. TIiIE CpIPAN1 1D S8.00 Scdazx C°. A
Spokane, WA 99206
COURTESY RECORDIN6
FULF1Ll.MENT STATUTORY WARRANTY DEED
THE GRANTORS, PIERRE DIM{CO and ROSE M. DiMICO, husband and wife, for and in consideration of $ 10.00
and other valuable consideration, in hand paid, convey and warrant to the Grantee, RANDY D. MITCNEIt, a single
person, the iollowing described real estate, situated in Spokane County, Washington:
The West 320 fee: of the South 80 feet of Lot 5 in Blxk 25 of CQP,31N :.DDITION TO GFEENACn'cS,
as per plat thereof recorded in Volume 'S' of Plats, Page 30, Spokane County, Washington.
SUBJECT TO: Resuictions, conditions and reservations of record 55/7,Z. 0305-
This deed is given in perfonnance of a contract of sale dated May 13, 1994, between the parties hereto and
• is subject to any taxes or assessments becoming liens since that time and to any encumbrances placed or suffered
by the grantee.
Dated: May 13, 1994.
~ . ~
9400'7889 :~~„~~L~' d
ExeiseYaxPaid On3 Pierre Dimico
cals Amt. Pd. T~s.
. r° roy*
Rose M. Dimico
STA7E OF WASHINGTON )
) ss.
County of 5pokane )
On this day personalty eppeared before me PIERRE DIMICO and ROSE M. DIMICO to me known to be the
individuals described in and who executed the within and foregoing instrument, snd acknowledged that the ebove-
named Grantors signed the same as their iree and voluntary act and deed, for the uses.and purposes therein
mentioned. ' •
•
Given under my hand and official seal this May 13, 1994.
~ .,~:~~i;ry
Notary Public in and tor the &sat~!!6f'1R~a~lfioR; :
residing at Spokane
TiUe: Notary 5'~~''•~OO~ ~~i►
•
My Commission Expires: 5/24
• j~c.~ ;1 .
.
_ .-,y.•~• ~ . _ _ ' ' . L v. _"'i" r . , - . . ~ ` • _ ^ . ' . .
( L . i ' . ' •k ~ " ' ~ . ~ -.~~-....~..ti ~ ~ ' ' ~ % , •
, - . . ~
-Trsnsamerica Title Insurance Co =rA,:, r-px1° t;,q n~ °piwv rr
,
- ~ C.
,
~A
. , . ~ ~ 7'rnro~nn~nirn t'nryrn•nlina i i
; fILEO oa afc4aoED ;
•
RECI:ES► PgUS.HAAONAI AiIE
, - ~ 46124sc ofC ti ro 04 t'g o
. ~ Ftled for Record at Request of
VEkhGM JhLAND. AUDIiLR ~
, He „ SPOKAME GOUMTY WASG%~C~'~~/ ~
sP~E vAllE'I san~ss a U1. ~ ; oEruTr i7I
' ;,.!w,j SPRA&11E , 2/~„ .
. Addr*e- . ~ `~V :
9920f_._._.._. '
' CdyendStaa
Fam 46f- MEV
Statutory Waricnty Deed
THE GRAN'TOR S JAI:tC B. CHOATE and PKreICIA N. C:Ii0rA1E, his..wife
' (or and in considcration o( Ten dollars and other good and valuable w nsderatin n
in haud paid, conveys and Aarrants co WILEY H. HUIYARD and DELCIE B. HOhAiD, his wife
the tollowiag descn'bed real estate, situated in the County o( Spokane , State of ,
" Washingtou: ~ .
Lqt 5 r B,1o dc 25. Corbin Additi on to Greaz acre s, accordir.g Lo plat
recorded in volume "S" oi' plats, page 3(%, in Spoxane County, aashington,
' E:CCb?T the Vest 320 feet of the south 80 feet ther eof .
, 5UF3J:.Ci T0: nasements, restrictians and reservations of record, and •
~ provisions comtaon to the distr-ict..
- ~ .
~.C~/s7a`;•.~~-~,.•~
1s£ids~T~ ooRwd'!~ !S ,s~'.I
2264 ~ _ • ~~Zf ~
7
~ ~m~
4
' MIER
IE. Z.vN•tiL~~~+d'~.~) I 1 _ _ ~ _ _
Dated this ~ day of ,19 69.
~
. , .
X .._...._.._._---_`~_._..__...---0:`----- (sFAL)
. i..,./~ •-•~/~%Zll."1~Ca--(sru)
~ STATE OF VCASHINGTON, (
u.
County ot SPokane
On this day personally appeared before me Jack B. anri i-atrici2 N. Choate
to me known co be. the individua! S described in and who eaecuted the witbio end furegning instrument, and
A E 6 D D 8 E D
$pnYflnO Yelley rerma vo.
Lo TNIS _RLE;'iLTRE, :.ude ihis ~-Jth dHy of euguat A.L.1928,
' kiessy F.:aC+%oaaYd baCwa6n the 3Fc:'r:l.~:~ YAI.Y,EY FZR:.'S C0IM;,7Y, v pprporetSoa of
' Silod "p.u7.19..0 Spokane, 5rashT;74on, r.eie nn var aaxTeT~ne -~ompany,•• and
3 07 1 .1 , a izidower nere,aa7Cter celled the
icea. .,pokene iiLle :o. "Rulaheaer":
r.lmer fE.iiarClett,duC. TTY~55ET', ThaG Lhe anld :dwpsqy. _ar and
z,t'roLeiad,Qep. ~ Sa canslJaration o= L:ie of EI31i;' T`i.U51:,D :.IGE.TY-T'dU
nud. Sep.E4, 19.d. ~ and ~~r IESD DO:,i kic5 t ; 60 j ~.•.~I7) . larriul roney 9_ t' e L rl tad
+t.14eon, Asq. zLate;a, to iL ia heti.. Fild 1,, the sa:i I~urct.eser, the re-
li.ell L•sSao dgeuoy 'u. ceipt vrts:eo: ta r.ere 9j aa..no.~ le:ga~, Caes here by 6-rant,
Gip,y, berfialn, ye:l anS ccnvey c. t. the syia Iurehasar, ris
hefre and aasign3 feeever, sll thst truot oa parael of ~
lend ly1r,° a,iC Le1a. I^ [':e ;QU ti; a_ 7po:.4na, :,SeLe of
luaaFf :Lon, :83crSUd 99 LAl.ona, tQ-nlt.
Lata 6leven 411Y anc Y'wel60 (li} fa ::loak =vreav-:Ive (2b) in --orhlp t❑ reengeres, ev-
pording t4 the raCOrded rlut tleereas, aentainin6 3.:,u aersa, x~a_s _1 Leae.
r7he womFeiV he:eb,I resarves an.' LrL Furekkasar coem areb:; •rari •,.:~:u Lht eaid ;QnpLay ~
the rlghte if v+e,; noin ar haceaiter deei,ad nacee3 r, bj aild Faryr :oL te E eorstrup4lon apd mpfu- ~
Lenaaoa u, irrlgation flumea, Jitckes an,i pipe 11nes ❑var end +croas t-e e,.are »e3cr$GeC lead
far th: Lrrfge&Soq pf aW lend aa mell ss othss 2ands, w.t: :he r1.G ts gnd pxlrlleeas sa pnter
up6p {aLd 18&d fQr 8urV9,y, lo0atlori, OOnatruoY0a and rsc8lt a: 9a1. taPigetlsa ConzultB,ElthOi
by the ;ompasy, or hy tha orner or ownare of lende aerred Ly tri
Thfe denrJ la elan na,e upon the axpraa9 a.nditlaa ttat '.ia deed and the ~ande hereln
6saaribed as'e eu6;aot to alY the righte,srkvilegea. CLtLes, .Suhilltiea ull~ abIlgatlona of f.h■
partlaa Ca thia 9ead es tr.e sacla ara a,:w aontairad ia a eertaln eantaa:C Cated ouLy btb,19113,
ma4e Oetrrssu the 3poXSna Yslley Parus :ompeay, a oarporstian, ss part, the ilrat part, aa8
the :ammunl[y aerviue Cnmpeny. a aor;4retioa, as ;e:t; a- the seconc p~rs, nor sosord Sa the
• aPilao of the Couat,y pnaiior of Spoknna Gaunty,Vssbin3ton, Ln volums "Z" af lliacallaaeoa9 heeor4a
at pAgf Z8E thersoi, anu thei ■11 su6aeqneat dea0a aooveyirse anSd Sead ahull be ms~sa au8yeot to
aail annL"Ot ead seld ooatreot ahLsil rua wltts ihis lend with tY:a s 5a iarov ead eftect aa lf
rDe aaid aoatpavt werE axprosaly wrltRaa Sn auch deed.
^ . . - ~ ~ - ~ • _ - • . , - ~:Z
9VW plS OP kA0 LA COSbll A46iESaR to WYeAMtl* ■hiLl riEFy fI 31 as aowl it
~h WSMMtLOa, aLoOk ja ttra 400lMtty S4sr100 Conaq1 aR !ha sat+i iT "i lf ibtta ot 5100
ier gesh aan oi laaa aoLi, pmmida4 tMt tn "io• a! lata Ons *ae am afttl a1u~ of if"t
shall ie isgua for Msh Zraat. ►ed 4am gar;1' o! {tu fisft pRrO hattw aar'saa ie Usnefts !i as
pbro of tho qenad prrt witti ialirsijr af a444 9.b6 sLrree of atoat l.a WO gemnfsiy (lU7144
Oerpw.
no iaAlwring is eoeonaatea asd rareei Diir"A ttia Wtlp ta Ltil■ SaAoatari sn4 040
■ aaMi ti m aei soraaaat aana1ag fl th ths 1M3 hasy 1n aoarqod natil ,aaam Yst,14lY t ty
A~
L. 2kat ali Dafl43ags Ea.Ylt oa Lots 1? to 34 iaelwi►a !a El*qk ik, uii Lota 24 Ip 46
lgelvsiis 3a BlovY 18. sha11 Dle avantrnated oi lbrisk er S3rs psooC rabslaa. ~V
Z. 1S~x~~~y,~_#nq bf ~ tLie L Gr orea ~ 1Fa d or lualqas~ ~
gvr~si af +lqy o orlar-to ■ 7- ~ 1f~R L ■ p~.lrbpet{;a ~OYi7ln k8 -prwapti OYi t3M-
~ asrdiog aad auaept LDta 1 Lo LO iavluslre in uloak kt, iAt■ l ta 10 laclua1►i La $leak 16 ud
I,ota 1 ta ab inelau3Te fn &loak U. pssriaa0 tiows►es, that thtr atiaU aat pnvenL the mees of
aqy Yraat o! 18AS 1e sa1d AddltfDO Pram sellYng the yrodupts lataed hy auab mrwC 6e saSd Csaet.
3. Ya dwsiliag aha11 be sseoied fls gormLtke6 ta remaln oa ■OLQ lsa<S of 14aa oast tha
r1,4M.00; hY"vu.r a LemporFCy hurase myr La bnilt ■ml uae4 fur eot to ssoae4 t*c yiags. 111 b91Y4-
Sags uaat be galotsd or stalneG, ■t laaat 9us-half of anSh cand aha11 hE Lmpaored *lthin two leara
SsEpN diie ot pilrOhtas.
All the aovenaata , forca ana aoadlLloaa. rSgEts, privSlages " hurasa• hsroZa moo=
, tloned ~hall Smnae tr LA• bansilt ot, eztend Lo end be nisar~ ngoa the yuLSar hereto. t4oie
halra, aseentere. adminfatraSOts, granteas, anaesasosa ■ad aaaigua raspeativeLy.
?D HAYS A'D To LT,:7.D TH.E Sa1.#•Y094tAer rith alt the heradltasteut■ aod aypurtfneaaf•
taexeunto halanging, or in any ■1se apF+rYyinlag, unto the ae10 Pnrohasor, hia boir■ azsd aeaT6an
forevsr. ln8 the ■■ia :omyeqy. Sta auea0saara sa4 aasigna, 9oeo cureeaot wlth the ■efd Fnrn4ssss
that 1t t■ we11 eaSsaA Se iea at the 3onSa and yrsmisee atoreaald, and tira goo6 rYght Lo aell an4
poorey the aaea So mender an6 Zasn aforsiei4, and Lhat t4a srmn " irse troo ■11 Lnaumteancea.
axeept sny and aRl paaeaswsnLa and iarias hareafSer mnd• by tha SpakaaO tiallay 1rr1-
gatias aietriot fer the peymant oi vondr 6ctt0ten4lng aaG aQr maiatsasnaa ehargaa.
ASI1 i:r a30F_ g,LkGtlHbe U1.NlSD l~nda ans yrerlaea Sn Lki qulat sfW peaoaful pos-
:esalon ai the ehid PssrChaasr,and of the aald Pureluoer'e hYire sad amaigoa, againet e11 per-
4on8 lenfully alelmiulq or 4o elalm tha nhala or eag perL Lheraoi, the sairl :empr,ny wlli warraat
nnd defecf, rxoeyC a9 atrors etetad.
~Ig TeSiSl:Oa"Y :+E`_StiSGY. iba said Zompzny hae haraunto ei+.aed Lta nama Co Le eigoep~
end 1La aurporate aeel Lo he sS,tl-ez, the duy end yaus ilrst rrftLre.
SPuk6Y:. VALLcY FL' FiS C111'Pd1PY
by k.s.Frseer lte taaelGanL
nu eorporbte aeal at:aeheA dt4eaL. W. A. Etowrs IGa ~lOPEtflF]I
~ STATZ uF ~!►5._I~t:P~H,
ouaip oS Snokene, as.
T, the wndsreienel, a..ater, Fub11c ln en,1 :01 gal❑ ~ount,f en0 5fata,da r,easoy vor-
'sffy that $~r~SnJs 4th day af yepL.LjLc, geraanally eppeerOd Y~e[ora we L.~;.~'raaar io ma :,norrn
t0 Ee itLa T'Iiiant,and %.a.6roira io --a inoma te be the 4earetar3 of the 3pekann Yalley Feama
:ompany, _.jrGoratiDn, the :onpaqy descriLa4 fa sad LFet aieou[ed 4hn lnte.,o aF Saatrumant,and
sa~nA'ile~cea tia -e taet as suQ3s i1:2 rrea.dent end ..ecreLory they slgned the aorirorsLa nuQa of
se3d :,ampac} ta s~i. li:strumenE an-' therrtu affi.ad ite aos vsata easL, ai'❑ siFned ti~elr vwa
oiemea es asid eacrlbed otiicere, ee tite :ree and voluntery e_i arul dee8 ef aaid cvrlorotlan
aifd a9 Sh61P own :r6e and valuntar, a•S end beb4 foi the u,ea en1 pu,rpoaea thiereln mentl.re.,
and Ur oatt etatna t.bt Cr.ey .0eie iuIJ autlLarlxed t exaoute eala lnatrumeut,end tHot ti.c 9eo1
aftl..ev iL- t e car;orate ae..l 01 Beld aeacrlAed ;.ocepaqy.
' 1:riL55 r„ «n,: uil: a:.fcia: :+esl Lht. day snd ye r ir, 4„ia oart::ielte iStst eUave
ArSLLep.
:eD. . inrael Noter, .ubl__ ;n r; f r
t'e ..ie.e ~,f K63hIfi('SOR, reeidinC ai ..jol.ane.
.
a ~t ' ~ '
• ~ w. .
r.i rUAU~ x x x x
r
.
~ ~ .
- •.i~',`,^a"t.i ...`s. I., ~ _ " ~ . ~ " "
~i~~ ~ ~ ' y P
t,:~•,F 6&V"B
RlMrz' oF WAx
LAMENT
.
7 ~ -~~5 • .
~1'~ wd a0T0'Lkv X► 1111WIMM _ind W@
' - lkenthY grasit- cvartj►.._._ sad warrsnLe__ to TFiE WASHItiGTQN ►ti'ATER POWER CUDdPAhY, f
i arispmtou, i1a snccessorf s.nd usipa, the tiOf to trect, ca'nipnut, mtemrtsact and maintsin an electrical ~
' diss ='botioa liar cansisring of wiecs, pcdcs aed usociatsd fiaecssrea, to be loersed over, alaag and acrosti tlie ~
~ f
fotlawinQ deseribcd yrnpertr en••••.;hWkMU • - _..Connty. State of_yAMU.~1&xc4 JD.• • • . ,
trwse: ..I.at Ux L$L1: 1~ter► ,Rtix~.e. .Z G b I ~
~ ' - Adiii ti on--~----, - ; I
Gr
lus.. . S .n
: . • ~ ,
, .
"vwn¢~ip-Ytiwen.:t~-f'_iv!e (2,~t North, Ra~ngv rorty ~~ire (~.5) _E.?~.~..,~ . . . r
. , ,
~ ~prals~.rie CQUnr.~t.._.~Tash~S_r~gxaa~ - - - '
x.has _aaid.a.aaau.a.n.L.._s.~ye_r.s Lhn .r.i.ght, ~
P.Xscfl. LW9...Pa1~ s end two 12) _arjc hor$,_ Logether tirl~h thq. rlg.bt
• QY9.F#iaAS.L...4[A th8-•A4V0 Itne of ~rt! above desCrf bed Pr'S7PertYa 1F1_.the , ~
lJOcatiQB. aA ravw sujrreyod and sLaked Oereop.. ,
,
- - - - - - • . ~
, ~
. - - ~ - - • - { ~ I,
Wgrthsr with ths nght tn inispcrt aiid Itae and to rGmove 6rush aad trcet that mry interfrre with !hc con-
i
strvetioa, mainttaanee and aperatnan of the same ~ i
No moneSary coaaidrratjun or cunsiderat:un oP murtctary ~alue ha3 lxen gnen for th< nghts hrreon ' i
convryed. Y J
!
I Witnssa haad &r thia oi[ . iG!fd~:•
~
4 "~~,n,.. .'~.M~x~~ '•fJ ~...c~,. ..~..i J ~ I I
~ . . . _ .
• f I
i ~
1
I
srATE OKI_t.~T~rl4fel
~f ~f.r.• _ ~ ~
CGt30rr ec
U4 thia day, be{orc me. ehe nadenignrd, a notary publir in and fior sard cnaaty and asste, Fersonall7
~ k .ppe.na _"M_zz .r_~.~~,~~.~. ~ i
. ,
a 1 .fl. ~C ~x ~ - - - - - - - - - ~ E
i! en me kanwa to be Ohe iaadiridutIsC dcytiribtrl in aad who exeeuted the wsthsra iaatrnmeet, and aeiraow&dsed
i e tbsL.__~fJ.~/ ugprd and stsled t3ke aarse afree and vduntary art and deed, W 1kr
wa- ~a tberric ~atiaoed
•
' ► mr tWna .Aa osficial sui tin3 dar of 1), 142W
' ;
tiC1TARl' P[.'BI.1C ia aud Loc tkt 5pse adEXa.44' .
i 1 ~ •
c4 7-20 (Corhfrt irta)
' r j
'
~ ' ' I, • h..'.1, "L:i:~'. , o .
t . ~ 1 • ~lj'
, .-•Sf$[ /
: I
• - h f
" ~ • • ~ , • ' • ~ Nli I
cOuarioiv casE'ENT IZeu
FOR 'ANU INt SI0CRJ17IoN of bensfit;f to bo derivod by the Crpntors
frow the constiuction-by the Crarttee of thz Spokan• Valley Project, MashinYton, .-W
~ ths unJsnign4d 12M.A: DROf4t snl DORO'ritZ M. bRUc4t, hvsband aad rite,, -
-
Jo hereby CRAN7; and COYVCY to 71tE UNI'RD S7'A'jES OF AWRICA, its successoto • •
+ and assigns, a perpetual sight of way anJ easeaent on the folloxing described .
o land situated in Spokane Countr, Stat• of Waihington, to construct, recorstruct, .
.a' operate areJ AaintaiA an. irs3Qation turnout ay diLppurrenanesa s
.
° The north 20 fest of the xett 20 tset of the south.1li0 lest of
Lot 6~ to
~ Lha ss etmw P A P . W• , Po
aouaty, iltshlnQton.
M ~ . .
~
. ~ 9 • ~
{ O Q
; U , .
; The abov described real •staLe is being ncqiaired by the Unitod St4tea for ~the 8urew of Reclsioation, Ikpartiaent of t1+eiInterior. ,
; • IN M17NESS M1tERL•OF, the Crantors ibove nac►ad have he eunto.atit their
hands and seals this 1.> dar of t J~ , 14 C~~ i" t
. ~
! • S ~a
• ~ 6 A. Dr~rsaj
i rot " BiNzaa
i ~ .
• . , - - - ~ ' i ~
i STATE OP MASttINCTON ) ~ • ~ -
: ss
County of Spoksne ) . ~
,
On this dey peraonally appoared b,fore ►ao EARL A. DIU?4N and ~
~ DORO'!fR M. DR[Mp haabanQ and xifa,
to ea known to be ths inJlviJuals described;in anJ xho executeJ the within and foregoing instrumrsit, and acknowlodgoJ :hat they a;gned the same as their ~
free and voluntary act a,:d deod, for the us.s and purposrs thorein mtntionod.
Given under ay hanJ and officisl real this iU dav of '
I l% k.E ~
~ Eausu T.~x Ec ,n,p~ . a
Dst•
~ .B dr/~ ~ '1'~ ~/t' b . //ot/ • .
.T~ ;~p4~ > n l~, ~ ci:a:•y u n snl fpr t a,j
: Staco of wIISi►ington
' 3 a~, J G OryUlY VOUy Trre~ur•
8t
' . ' . _ ~ :=`:j•.': ; ' ' n
• . - . %.r"::'..q - - . ' - - -
. . . . _ :':;ry - . . , -
, , • • . . . • -
. - " . • • ' `':r;;;.=,: _ • . : _ - .
. . ~:..r..•. .4.• ' . ' -
• . _ . . 1'.~.:. . S: , • • • , • • _ `4•' .1.. t.: _ ' _ ' '
. • . ty..~'. • ' ' .
; • ~ l i. , ' - _ . ' • ' ' ' • • _ . ' ' ' ' . .
95 0e74 ~sa8a~~~ss vo~. 171 r 1773
sEMM cornaECrIOrt AGREEmmrr aETW= Spoyj,rts GauM. EMprvNs
~ ANn nARM nsvsLoPMM. nac..• x~TH LATEcaMIgR PRaVrsiaM -
~ THIS AGRE~T i,s made and entered inCa thia __Z_ day of
` AuguaC. 1995, h.y and between Datun Develapment, Inc. [hereinaEter
~ "Dahm* aWaehtagCan carparat3.on, with affices at 5uite 215. 5outh
h
~ 304 Freya. Spokane, WashingL, 99202; C}.ara A. Hepton, asingle
~ persan; the TestanenCary Trust of Virgil J. Heptan, dated January
~ 3, 1977 (hereinafter •Heptons"), a duly arganized trust under the
~
laws of the State of washingtan; and Spokane CQUnty (hereinafter
~ °Caunty"), a pelitical aubdivigfon of the State of Washington, with
1
~ affices at w. 1116 Sraadway, Spalcane, Washington.
a ~ec~T A r.s
l~ - A. Pursuant to the proV3.sians of chapter 35.94 ILL'W. Sgokane
~ County has the power tv construct, operate and rnatntain asystem of "
~ gewerage within Spakane Caunty.
~
B. RCW 39.94.190 auChoxizes cauntiea to contract with
-
~ private parties in and far the establishment, mai.ntenarsce and
eperation of e7.1 or a pareian of a system of eewerage.
~ C. ChapCer 35.91 RG'W authorizee the County ta cvntracG with
11] cswnera of rea3 estate far the construction of pub13.c sewerage
~
~ faciIities an3 C❑ pravfde•for Che 'reimburseaent of such awners, an
~ afair pro rata share baeis, by the awners of real estate who did
not contribute Ca the origfnal cost of auch faci].ities and who
subsequently tap intrs nr uae the eame.
D. Dahm awrss 39 acres of land 3.ocated along the south aide
Bighth Avenue between Barker Road and Long Koad, descrihed more
particularly on Exfsibit "A*, attached hereto and incorporated by
PACS - 1
Vt
, . .
' • • . . . . '
, . . . • .
. . •t;:.,:;:'• - . .
• . . _ . - • . . : . . • .
_ . . . , ' .
, • ' . . • . ;:~:;.:~:,`;~•',~~~~•::::ti~; ' . . . • .
' • . . . • :~1':~::''' • • . • • . ' .
' . . . ;_J:::::"•:~' • , ,
. . . . . . . ..,..__.._:w.......__ . . . . . . . .
' VOI. 17 5 5 PAGE17711
reference.
B. Dahm aleo owns 76 acrea of land located approximately one
mile east of Sullivan Road and one-third of a mile north of 32nd
Avenue. In 1994, Dahm was given preliminary plat approval to
divide said land under Spokane County Planning Department File No.
PB-1724•93. A portion of the preliminary plat, known ae
"Morningside", received final plat approval in 1994.
F. Heptona own Lote 1 and 4, Block 1; Lota 1, 3, 4 and 5;
Block 2; and Lots i and 2, Block 3, Meadowview Ranch Bstates,
recorded at Page 58, Book 21 of Plats, Auditor's No. 9309290070,
recorda of the Spokane County Auditor.
G. Heptona alao own additfonal land, more particularly
described on $xhibit "B", attached hereto and incorporated by
reference, which land comprisea a part of the original preliminary
plat of Meadowview Ranch Betatea; Planning Department File No. PB-
1644-91. Heptons are seeking final plat approval to divide said
land into 18 eingle family lote. H. Dahm deeiree to deaign, conatruct and inetall certain
public eewerage facilities, hereinafter referred to as the
"Facilities•, that will enable or facilitate connection of certain
propertfea owned by Dahm and Heptons to the County's general
aewerage syatem. Heptone and Dahm intend or have entered into a
aeparate agreement not involving the County to finance the initial
cost of the Facflities. ,
I. The Facilities generally include the inetallation of an
eight inch public sewer line extending south from the County's
PA08 - 2
: ~ % ':~i~' :i~ • i~ ';1~: . . . • • :
y: :•~•;7't•.• ;i~ : . . . .
'Y •:j. .~1: "'e::~': ::ti; .
. • ; i°• ]:i:j:.}•i :{t: ' - -
:i:'. , .
. ..'_7: .
, • '•ij..d; • • . .
. . • r::: . . . .
. ' . . . ' '
- ' '.i.,'r:.•:
. .'.i: '{".S•'~''•' . . "
• • . . . . . • . • ' ' '
. ' ' , ~ ~''~:'V. . . .
: . - - • YOI. 1'7r~5PAGE17~d ; eaid
connecting
. ta the County before " e4ua1
intereat t"~tecamer F~e~
cilitiea, plus'an ma~iniatrative chax~3e
prapertY to the Fa to defray the
ueed by the CountY
to f ive percent (5t) of auch f ee
including bookkeepi.n3 and accounting) :
cost og ita geX'`~ices be exempt fx~ such
xo erties shall
pro~vide8f the follawing P p
pa,yrnente : Dahm;
(il PrO~rties owned bY 3~ q~ and 5,
Block 1; ~Cs 1'
(2) ~tg and A. Ranch
nd Lots 1~d 2, Block 3: all in Meadovrview
Block 2: a
Batates; and ibit "B°%
(3) the p=oPerty deecribed on 8~
e ahall be
b. ~e Latecaa+er Pee and administrative charg
o all other aewer chs►t9ee lawgully imPosed by the
paid in addition t nce.
CountiY Purauant to resolution or ordine► gole ana excluaive
sha11 have the
.~e County to thoae
C. in addition
authority to detersnine what propextiea caPacity
ie herein requiXed to xese~e
prppertieg which the County
Eor may taP into or uae the Facilitiee. =o erty
~e I,atecomer Bee fox a Peirticular lateca'ner p p
d.
ined bY m~ltiplying the FaciliCies Cost ae define
latecorner Pr°perty
' ehall be dete~cn+ er of ERUa of in the
below bY the ratio of t}1e n~ the Facilltiea. as
ided bY the total ERUe og capacity
lus intereat at the
div Di
estimated by the CountY vieion of Utilitiee, P
e~t tq ger year calculated on the basi8 of a
perc
rate of four
mmencing from the date the Facilities ate acCepte
365 day year co
for operation and ma'ntenance by Che County•
r~as • e
. • . • , .
: ~ ~ ; , : . . .
; ~.•:1~::.; ' _
- ' 'ti'•~ _
. . • .t :.i~ • • .'Y::~t:+.•.,`~.:,~... . . : '
• ' ' , ' . . •T :7: . . . . • • ' •
' _ . •'•':ii•''':,': ' ' . .
. • :J.•.rc . ' . . . " .
. • . • . . • . . rt • 1•' : • • • . . . ' • .
VOI. I 755-'PAGE1791
95 08'74
EXHIBIT "C" ~ ~G077 07
s r
Parcel Number 55183.9001• 5S,g x5~ 0sw 55 oF CHSr
55184.9002 Sg ~g ~'~50
Parcel Number 55191. 2101
55191.0407 ' .
55191.0413 ,
55191.0414
55191.0409
55191.0410 _
55191.0612
55191.0613
. 55191.0624•
55191.0623
55191..0625
55191.0626
55191.0634
55191.0635
55191.0632 55191.0636
55191.0637 ,
55191.0619
- 55191.0628 AJ, /SO
Parcel Number 55192.0101 ~f:~W' SO~ V!
55192.0102 55192.0114
55192.0113
55192.0112 55192.0111
55192.0344
55192.0343
55].92.0113
, 55192.0320
55192.0914
' 55192.0321 "
55192.0323
55192.0924
' •55192.2106
55192.0339- ' W
55192.9020 5s ~q ~ SLS~N ~
Parcel Nun►ber 55202.0264
'1fg
55202.0265
' • 55202.0231
55202.0270 55202.0241 •
5r s af CNsTP ~
Parcel Number 55183.90013 see /}$pJ~ - y 1(~07
55184.9002,
9003R SS jg o 6~~'.~ ~f S~ ov~ R~
3
' 55184.9003 & 55184. ~
Parcel Number 55194.9025 171
page 1 of 2
, . .
. . . ~ . .
' . ' ~:i:: : . ' • .
. • ~ • ':L~~. ~ .
~ . 't • .
~ ~ ~ - • . ~ .
• • . . ~ . . . . - . , • .
' . • • • . . . . . . . ~ ~'Jul~~.•~•~ ~.L'~~ ~ . . . . .
. ~ 1
S5 08'74 . YOI. I755 PAGE 17 92
BXHIBIT 'C' (Page 2 of 2)
Parcel Number 55203.0401 ~ ,[STS, ~ 7//
55203. oao2 ME.4-oo~ ~~Fw R~ N
55203.0403
55203.0404
55203.0405 ~
55203.0406
55203.0407!
55203.0502 Wj5.A00(,) ✓1 Fr.J ~ ~ €STS• /-SJZ
`
55203.0503
55203.0504
55203.0505 RA,,tN F5.m, 1_2-13
55203.0601~ ~£,q.p0wJ/E~ ~
55203.0602
zo ~~yo3 ~ .
Parcel Number 55203.910555
55203.90199j Zp n/-J5-0 -M/7 q03
X41~-br Z!n
X g 14~ / 28'
X 942/Z5 •
- x ~ai, /z7-
Af 4W Po Lo r-VAF-5 x 2/r
yRlSt~- ~4DI) t.oT (o ~
. ~
N '
4481643
~5j18IZODp 631P
TR1MTTi1I TiTI i ilt! Ail R S17 M genkuw N 19
W',FiEN RECORDED RE'PL1RItiI TO
RiGIard W. Pereinia
28 Weg tnalmna, 5te. E
SpQkanc, WA 99245
REAL ESI'ATE GDNTRACi'
(RESIDEnMnat. sxvxT FqRAQ 6
i. FARTTES ANli iIATE. 'Ibis ComraM is enwred into an this 18th day of May
2001. 6etween 1tANDY D. 14iL'I`CNEL,L, a singie person. as `SeIIer", ant RICHARD W.
PEREi]MA, as Trustee of W. Perednia P.S. Fension Phn and Tnust, as "Buyer".
2. SALE AND LFGAAL DFSCRIMO1ST. Sdkr ag,rm w seIl tn Buyer aW Buyer
a,grees to purchase frvait SelICr the f)llowing dcscn'bcd real estaLc in Spakane C4uQty, Stac of
Washington:
The North 124 fed of the Wem ] 81 feet of Lot 5 ip B[vck 25 uF COFtBIN AaDI'iT[)Hi T❑
GitEENACRFS as per plat recardtd in Yohnme "5" of PPats, Page 30. Spokam County,
Washingran.
Tvgethcr with a terrpnrarY easement grsnted in Paragra,ph 29 below as gortivna of Lat 5,
Btock 25, CORBrN PARK AI]DI'fIpN'PC] d'sREENAC'RES,
Prnrtion tax parcel aumber• 55192.0306
3. PERSDNAL PRS3PERTY, Naue-
4. {a} PRICE. Buycr agrees w gay;
$40,000-QQ Toaar
I.ess: 13,E100.00 IDmvu Paymnt
(0.06) Assumed Oh1irAon(s)
. Results in: $251000.00 Amnunt Financed by Seller.
~
sn (b) A5 SLIMED a$LIGATIONS. NQne.
.
(c) PAI'MENT OF AMO[lI+PT F,IIYAN'CED BY SEr.r.EFL Bu3'er agrrces w
i~ PaY tbe sum vF S25,000.00 as fvilows: $300.00 of more at Buyer's optis~ an or before the
ii lst day of )une 2M, inc3uding interes4 thereon frum May l$, 2000, at thc ratC of itn percent
(10%) per amum on the declnnirg batanoe thereaf; and $ like amoum on or before the lst day
~ of each and every mvnth thffeAer unW pabd in full. Ptovided, howevcr, that in the eveat
this entire unpsid balance of principal sW bc due in full uru June 1, 2001.
Faymem are aMlied first ta late fees, then interest, amd thm to principal. Payments shall
bc madE aE Aflegzo Escrow Services, P.D. Box 650. Vcradale, Washingtvn 44037, Euyer
and Sellcr shali each pay one Lalf of the set up arxl annual esaow fm.
ri 5 FAII.URE TU 11+iAKE PAYME1►ITS UN AWUMED OBTIGATI4NS. [f Buyer
e) faeLs to make arry paymeats an assurned obligation(s), Selkr may give written notice tQ fiuyer
that unless Buyer makes ttte delinqnent paymenqs) within fjR,mn (15) days, SeIIer will maice
r• ths paytttent(s), tagWer with any late chargc, additional 3nterest, penalties, aad easts
p assessed by the Halder of tbe assumed o6ligadnn(s). The 15-,iay periaf may be shortened ta
1) avoid the exercise of any remedy by the hoZder of the assumed obligation. Suyer sliall
Rw~~~ :r,e l
I
• < - 4481643
812000 046
o5Jt 3?P - miiwTmi rrn c rvt rn aa: sIv ro Wa,. Cn a
notice to Seller, institute suit for damages or specafic performance unless tlct breaches
designated in said notia aze cured.
23. NON-WAIVER. Failure of either party to insist upon strict performance of the
other party's obligations hereunder shall not be consmud as a waiver of stricx performance
thereaRer of all of the othet party's obligatioa5 hcretmder and shall not prejudice acry
remedies as provided herein.
24. ATTORNEY'S FEFS AND COST'S. In the eveat of any breach of this Contract,
the party responsible fa We breach agrees to pay reasonable attorneys' fees and costs,
inciading oosts of service of notices and ritle searches, inaurad by the other party. 7be
prevailing party in any suit instituted arising out of this Coatraa and ia any forfeiture
proceedings arising oui of this Contract shall be entifled w raceive reasonable attorncy's fces
and costs incurred in such suit or pcoceedings.
25. NOTICES. Notices shall be either personatly setved a s6all be sent certified mail,
retum roceipt requested and by regular fust class mail to Buyer at P.O. Box 1810, Spokane,
WA 99210-1810, aad to the Seller at 17017 East Sprague, Vaadale, WA 99037, or such
other aadresses as either party may specify in writing w the other party. Norices ahall be
deemed given whea served or mailed. Notice to Seller shall also be sent to any institution
receiving payments on the Contract.
26. TIl4IE FOR PERFORMANCE. Time is of the essence in performance of any
obligations pursuaat to this Contracx.
27. SUCCESSORS AND ASSiGNS. Stibject to an}+ resuictions against assignment,
tde provisions of this Cootract shall be binding on the heirs, suocessors and assigns of the
Setler and the Buyer.
28. AGREEMENT TO PAY PROPERTY TAXES AND [RRIGATION
ASSFSSMEN'I'S. This property tax parcel number 55192.0306 is a portion of a larger
parcel of which the Sellers retain the ownenhip. 'ILe Seller agrees to work wiih the
Purchaser and the parties will work out the pro cata share of taxes to paid every year by the
Parchaser and the Seller. The parties agree w work out the percentage of taxes, interest and
penalties based on the relative assessed vatue of the improvements in land on the parceLs. The
panies will obtain thic information and pay the 2000 real estate tazes outside of closing and
the taxes for each of the folbwing years depend on the improvements made to the property.
29. SEPTTC DRAIN FIEI.D EASFd41F.M' - The Seller owns certain real
property oonsisting of Lot 5 in Block 25 of CORBIN ADDI'TION TO GREENACRFS as per
plat reoorded in Volume "S" of Plats, Page 30. Spokane County, Washington. ]n the event the
septic tank and drain field for the parcel conveyed herein eacroarhes ugon the property
retained by Uu Purchaser and any Successor ia interest, the Seller or succassor in intcrest shall
grant the Purchasa a temporary e,asement whic6 will be used to mainiain the sepiic drain field
and to allow the sepiic tank and drain field to ranain on the premises and to enter for
reasonable times to make repairs to the septic tank and drain field provided that the properry is
returned w roughly the original condition prior to the repairs being made. T4is easement shall
oontinue uatil sewer is installed on the premises on Tschirtey Road and the Putchaser, in fact,
hooks the property up to said sewer liae. This real estate convact shaU consdtute a grant of
suc6 septic tank and drain field easement.
30. EN77RE AGREEMFdVT. T6is Contract oonstiwtes the eutire agreement between
the parties and supercedes aA prior agreements and understandings, written or oral. This
Contract may be amended only in writing executed by the Seller and the Buyer.
R~e~n~i x~ 5
. . -
' "i'^ _ • ' ~ - . • . • , . ' , : 1 ' ' ' ' ' - ' -:r; .
. voL...i 2 2 7 PACE 14 4 9
C. Raymond Eberle, PS r'' :,;rp
N. 2610 Pines Rd pwnea T& ComQany
Spokane, NA 99206 ' ' - onashinaton
C-199834 cs PH 'yI I -
9110020298 E. 60baHuE '
~ auoiroR ;
;ror.aNE, coubrr.wasI. ~
~
SALE AGREEMEN'P
THIS AGRl3EMENT made and entered into October j , 1991, by
and betaeen WILEY H. HOWARD and DELCIE B. HOWARD, husband and wife,
as Sellers, and STANLEY W. ANDERTON and WENDY L. ANDERTON, husband
and Wife, as Purchasers. -
WITNESSETA: ~
The Sellers agree to sell to the Purchasers, and the
Purchasers agree to purchase of the Sellers, upon the terms and _
conditions hereinafter set forth, that certain real estate and all
appurtenances situate in Spokane County, State of Washington, to- '
Nit:
9100015211 Lpt 5, Block 25,,1 CORBIN ADDITION TO •
Exciw Tax Paid on GREENACRES, accorctYtig to plat recordea 1n .
S.l. Amt. Pd 9/,gGb aidlume "S" of Plats, Paqe 30, in Spokane
D.E'"SKIP" CHfIBERG County, Washington, EXCEPT the West 320 feet ,
Sp;VIAPAW my of the South 80 feet thereof.
4"/ The full purchase pri ce is SIXTY THOU3AND AND NO/100 DOLLARS
(=60,000.00) of which EIGHT THOUSAND AND NO/100 DOLLARS (;8,000.00)
has been paid and received. The remainder of FIFTY-TWO THOUSAND
AND NO/100 DOLLARS (=52,000.00) with interest on the unpaid balance .
at the rate of NINE AND ONE-AALF PERCENT (9 1/28) per annum from
Qc to ber i. , 1991, will be paid by Purchasers in installments
of FIVE HUNDRED FORTY-THREE~/` ~*O/140 DOLLARS ($543.00) or more
per month o~}!Q p re th~ /~y of each and every month
(,4~C, commencing i~y~~~~1 991. Provided, however, the Purchasers
shall, in ad13~'tion to t~ie reqular monthly payments, make a balloon
payment of FOUR THOUSAND AND N01100 DOLLARS (;4,000.00) on or
before May 15, 1992.
As regards the property described, Purchasers shall: Have
possession September 12, 1991, and continue in possession so long
as the terms of this Agreement are fully complied with; neither
commit nor permit Waste; assume all hazards of the taking of all
or any part of said premises for public use, and all risk of loss,
damage or takinq, shall not affect any of the Purchasers'
obliqations, hereunder; continuously keep said premises in good
repair and the buildings insured for not less than full insurable
value unless otherwise herein specified, in a standard fire ,
, insurance company, with loss, if any, payable to the parties in . ,
. , . . , . .
• . " . , . ' . . .
' - • . . ' ~ . - ' . a,. _
- • - f"• • ' ` • - • • l cr' :;,-'r:.
s ? - ' r ' ~ 1" - - ' - - • . . . . . _ .
. ' i
. . • vo~.12 -rA~E 1 4, U
intereat as their interesta may appear; and before delinquent pay '
the premiums on such insurance and assessments hereafter becoming
a lien on said property. -
Seller to approve of any subsequent purchaser assuming this Contract. Sellers will not unreasonably withhold their approval
as long as the purchaser is financially competent.
Time is of the essence of this Agreement. Should Purchasers
fail to make any payment or perform any covenant, each of which is deemed a►aterial, the same shall constitute a default under this
Agreement. Thereupon the Sellers at their option may accelerate
the unpaid balance, and declare the entire amount imaediately due
and payable; or the Sellers at their option may declare a
forfeiture by written Notice of Intent to Forfeit to the
Purchasers, and at the expiration of ninety-one (91) days after the
recording of the Notice of Intent to Forfeit the terms of this
Aqreement, including payment of coste as hereinafter set forth or
, as stated in the Notice of Intent to Forfeit, and performance of
all covenants and payment of all inatallments meanwhile accruing,
not havinq been complied with, all the Purchasers' right, title,
' and interest in the property shall be terminated; the Purchasers'
righta under this Aqreement shall be cancelled; all sums previously •
paid under the Agreement shall belong to and be retained by the
• Sellers; all improvements made to and unharvested crops on the
' property shall belong to the Sellers and the Purchasers shall be ,
required to surrender possession of the nroperty, improvements, and
unharvested crops to the Seller ten (10) days after the Declaration
of Forfeiture is recorded. Failure of the Sellers to declare a '
forfeiture or acceleration upon a violation of the terms of this
Agreement by the Purchasers, shall be deemed only an indulgence by
the Sellers for that particular time and shall not be construed as
a waiver of any rights of the Sellers. The alternate remedies
specified above shall not be in limitation, but in addition to any
other remediea available to the Sellers. Any notice to be given
by either party to the other shall be in writing and transmitted
by certified mail, addressed to the Sellers at their address qiven
beloW and to the Purchasers at their address given beloa, provided
that either party may change place of address by notice to the
other as herein provided. Mailing and certifying notices in the .
United States mail, postage prepaid, shall be sufficient and complete service thereof. In the event the Sellers send a Notice
of Intent to Forfeit after delinquency, Purchasers shall pay a
reasonable sum for the preparation and service of said notice and for the time and trouble of the Sellers and their expense, not to
exceed TWO HUNDRBD FIFTY AND NO/100 DOLLARS ($250.00) in each
irtstance, and the same shall be paid in cash before the Aqreement •
can be considered reinstated. In addition, the Purchasers shall ,
pay before the Agreement can be reinstated•the costs of any title
search incurred by Sellers in giving the Notice of 2ntent to
Forfeit and publishing costs incurred in publishinq the Notice of
-2-
~ • ` ' ' ,
_ • • • ,
. 'yi . . . • ' ; • . ' ' .
- ~ . . . . ` i . . . . . . _ . . . . .
~ . .
: - - . Yo1.122'7?m 1 45 i f - .
Intent to Forfeit. Should any action be brought to enforce any of
the terms of thia Agreement, or to forfeit the same, or to
reposaeas the property, then in addition to the costs and
dlsburaements provided by law, a reasonable aum for attorney's fees
in said suit or action shall be paid to the prevailing party.
After beclaration of Forfeiture, and non-compliance (compltance
shall also include payment of costs as herein provided and performance of all covenants meanwhile accruinq) by Purchasers
Within the time therein required, all of the documents mentioned
in thta Aqreement and placed in this escrov shall be delivered to
the Sellers or their order forthWith and the escrow shall be
closed, with Purchasers remaininq responsible for the reasonabLe
and neceasary expense of restorinq the premises to as good a
condition as they are now. In the event of forfeiture or transfer
back by any means to the Sellers or their successora, any personal
property left upcn the premises shall at the option of Sellers be
deemed to have been abandoned to the Sellers, and any expenae of
cleanup, damaqe repair, liena and utility charges ahall in all
• events be paid by said Purchasers and if not paid promptly upon
demand, action may be instituted and neverthelese Purchasers shall
remain obligated therefore, and Purchasers shall pay in addition
to all other charqea a reasonable sum Eor the Sellers' costs and ~
attdrney's fees in auch action.
The 3ellers represent that the property is free and clear of
all enaumbrances except easementa, restrictions and reservations. '
However, for the purpose of thia instrument, the following
shall not be considered as encumbrances: Reservations contained
in any of the forms of patent or deed comroonly used by the United
States of America, Ehe State in which the property ia iocated, any
Railroat7 or Railway Company; restricCions and reservations common
to the platted tract in which the property is situate; easements
for public roads, telephone, seWer, qas, water or electric lines
or service; contracts cocnmon to the tract in which the property is
situate with reference to supplying water and/or electricity to the
premises and the operation of fire protection, irri9ation and
- electric systems.
ALL PARTIES SPECIFICALLY STATE THEY HAVB READ AND UNDERSTAND
THIS DOCUMENT, THAT IT CONTAINS THE ENTYRE AGR$EMENT BETWEEN THEM
RELATING TO THIS TRANSACTION, AND TNAT ALL PRIOR AGREEMENTS, ORAL
OR WRITTEN, ARE MERGED IN TNIS CONTRA(.T AND HEREBY BECOME VOID.
Purchasers voluntarily acknowledge that no representations have
been made by the Sellers or anyone concerning the prvperty, or its E
use or zoning, and that all matters have been subject to -
Purchasers' own independent investigation.
The deed and the original of this Agreement shall be deposited
with Alleqro Escrow Services, Inc., Post O£fice Box 650, Veradale,
' , , • Fr[E1,?:r._ .
Reiuru to: R=-s L! ai ..._..,W t tii t
RAnd]i' D. HltGl`1@Y.l Afrri L~ i I QI~ Ag '33
, P. U. 1Bax 748 -
BetTdr flr. 97301 '~i~pQ~HRiiJE
93~182402i9 spckti„~~ ~ ~r~~sN-
-
sTnTuTORY ►WniutANTY Dr,ED Yal. ~ 475PAG[ ~ al
THE cRANTORS, stanley H. Anderton ana 3ienag L. Andertoa, husbana
~~d wife, for and 3n cvnsideration o# Ten Dollars ($10.00 1 and other '
. valueble cvn$ideration in hand gaid, eonvay and warrant to Aaadp D. ,
• Hitclsell, asiagle persvn, the fallvwrinq descrit►ed rsal estate,
situated in the Cvunty of Spo&ane, State of Washi.ngtpn:
I.ot 5, Eloek 25, G0RSIV_AQRL'LW. 'LO CE&MiyR~SS. accoardi.ng ,
''Lo pM recvrded in V'oTume "S" of Plate. Paqe 30, in .
•Spoksne County. Washisgtan.
3CCEP'1' he We$t 320 feet o# the 5outh 80 feet thereof.
• SUBJEL'T Tf]: Restric$i.ve ccsvenants, easements and
' enc►im6xancea of zecord; SaAe Agreement dated Octvber 1, ~
~ 1991, recorded October 2, 1991 as RecQrdinq Nrs. 9110020298, ~
! records of SpnTsane County, Washingtan, which the gr$ntee
' herein assnsrtes and agrees ta pay acecrrding to its terms and ~
conditivns; IJe3incpuent 1992 and 1993 real estate taxes In ~ .
• the a:maunts of $666.71 end $896.85. r spectively, p3.ue
' • inte-rest and penalty. `
k
ttd~r I],! ~.f.~~hel~.
' Ra
• DATEI]: Auguat 11, 1993. ~
~ ~-I.'~ I' ~ . ~ g
Staaalep W. Ahderten RandpAadertan
, U133~'
`
Exciss T8x Paic1 on
, STATB ~UP t~7~I3TH~fJH) ss. S0e ►r'A. Pd ~'0F ~ T~4
: Count3. Qf Spokane ) g~~ f]n this cisy gseraanall.y appeared befoze me StaRley W. AnderCvn =
~ snd Yiendy L. Anderton f tv ms &nown ta ke the indiv~,duals descr~,'~ed in ,
and whv execUted the within and forega3ag instrument, and
acknowledged thst they aigned the same as their free and voxuntary
act and deed~ ~or the uses and purpases therei.n mentioned.
GIVEN under my hand end o#ficial aeaT this Ooo'g' d$y of Augusts
1993.
' ~r
; ert~sy ~u~~ic in and for ttee4Lete of
Hashington, residing et 8pokane.
' . my cvmmissian expirres;
4~ -
~
e
F
, . • , • i il f!. .
' ~~'JI ..d c ~fi..
` ROtUZI1 t0:
Randy D. Mitchell a"C 07 All '93
P. O. Box 748 Bend, Or. 97701 ~ J17 HNAFiUE
9308240219 SPCA[,hOEPUTY UNTY WASH.
STATUTORY WAItINNTY DE, ED YUL 14 7 J PAGE J 5 1
THE GRANTORS, Stanley H. Anderton aad Wendp L. Anderton, huaband
• aqd wife, for and in consideration of Ten Dollars ($10.00) and other
. valuable consideration in hand paid, convey and warrant to Randp D.
• xii.tchell, a eingle pereon, the following described real estate,
situated in the County of Spokane, State of Washington:
I,flt 5, Block 25, CORBIN BADITIOII TO G$_F.ENACRBS, according ,
"ko ptai recorded in Volume "S• of Plats, Page 30, in .
Spokane County, Washington.
~CEPT he West 320 feet of the South 80 feet thereof.
•SUBJECT TO: Restrictive covenante, easements and
encumbrances of record; Sale Agreement dated October 1, ~
' 1991, recorded October 2, 1991 as Recordinq No. 9110020298, ~
' records of Spokane County, Washington, which the grantee
herein asanmes and agrees to pay according to its terms and ~
. conditions; Delinquent 1992 and 1993 real estate taxes in 6. ~
. the amounta of $866.71 and $896.85, r spectively, plus •
• interest and penalty. ~
((TX?
' Randy ~l Mitchell
• DATED: August 11, 1993.
7C
Staaley H. derton Hendy YAadertoa
93uiJ.sV0 ....z
r,xcise 7ayc Paid on
STATE OF WAS6ING'PON~ 88• Ss~~ . Pd. ~,/r07`
County of Spokane ) s jC/
~/~~"n3 ,
y%fjr
i
On this day personally appeared before me Stanley W. Anderton •
, and Wendy L. Anderton, to me known to be the individuals descxibed in
' and who executed the within and foregoing instrument, and
ackno`rledged that they siqned the same as their free and voluntary
act and deed, for the uses and purposes therein mentioned.
GIVLN under my hand and official seal thie day of August,
1993.
. ~ti
, N'otary Public in and for the.9tate of
• Washington, residinq at Spokane.
' . . , My commission expires: •
~ . .
,
4
{
F
iHIS SPACE M+OVIOEO sOa AECOpDER S USE
° ' RECE1Yl:C
FIlEO QR nCCORDEO
RE01I1' F'*W9A~iiIGII1111 ?
_ 930402054e ArR 24 3s PH'93
Filed for Itccnrd nl Rcqucst of U I.iv,d 4 1'11
SPOK/Sl•f."UVI'f.NASN
Namc ltawcins &Guinn P.S .
- Addrexs P.O. Box 2524
' CIty Atifl SIAIC Spokane, Wa. 99220 YOI. ~ ~ ~b~E
VI
'l /2(rla
- - - - - - - - -
. Deed of Trust •
(F'or Usc in (hc S/rt(e nj li'ocltingfon fhdy)
' THISDEF.AOFTRUST.madethi- 3rd dAyof March 1993 between
R1Y9DY IJKfURoX MIMMLI., a single person, , CRANTOR,
whoae eddreae ie 23 Qotnstodc Ibad, Qtioo, CA 95928 ~
anJ I(AWKINS & GUINN. P.S., a Washingion Corporatinn
TRUSTEE, whoae eddreaa ie p•O. Dox 2524, Spokane, Wa. , end
GWA'n W. VAU"• , 13ENEFICIARY,
whose addresa ia" &r,r~ 1 _,CjU '1 - x11 ry ft~l LC~ 6)t2p
WI'TNESSETH: Crenlor hereby bergoina, aella Ji d conveys lo Trvalec in Trusl, wilh power of aele, lhe following
deacribed reel property in SPOKAW. Counly. Washinglon•
\ PAFCT.T, A:
\ Lot 6 in Blodc 25 Q f Q,~ORSIN~,ADDITION Z~0 Gt~JAC~tES, AS PER plat thereof reoorded
~ fn Voltme`"S"~lats, page 36, FJO~2` Uie 3z`o~`u*th 130 feet; Situate in the Oowity
of Spokane, Shate of Washinqton.
P11~,'L B:
Lot 10 in Blodc 25.of CURBIN ADpITION '1C) GREDU%CRES, as per plat thaeof reoorded
in Volume "S" 8fT176ts`; p5ge-_'Jb;`P_J4,':EW ~`i~e ~a`srt'38U feet; Situate in the Qxmty
of Spokane, State of Washington.
which reel properly ia nol uacd principnll.v for Agricullurnl or fnrminR purnnscc, Ingclhcr wilh nl) Ihc Icncmenls,
hcretlilnnionlr+, mid nppurlennncca nmwon cercnflcr Ihcrcunln hclongingor in nny wisr npprrlnininr„ nnd Ihc rcnlit,
igauca nnd profits thcreof.
This dee(l ic for lhe purpoce of SecurinR perfonnnnce of ench ngrremcnl vdgrnnlon cerein vnnlninrd, nnd pnymcnl of
Ihe aum of #MIIfQ'Y SIX 77101.0W FWR tIlR49ZED /1PID_No/100'--- - 114dlnrc _~6!400.00 ~
WIIFI II1tCfCaI, 111 Ptt01'(IPI1Ct q'III) IIl! (CrITS Of A pry)I1119an1')• IInIC bf M'CII (IAIB IIPI'1•wil h, p+iynlrlc If) Ifenrficinry or
ordcr, nnd moJe Iry Cronlor, nnd nll rcncwnls, mmdificnl innc mtd cxlensioms Ihorrnf, nnd nko surh furlhrr aums nr.
mn,Y be edvnnced or loaned by Heneficiary lo Grnnlnr, nr nny nf Iheir surcecsors nr nesigns, logelher wilh inleresl
Ihcreon nl cuch rnle as ahnl) be ogrccd upon.
To pmterl Ihr rccvrilv of lhie Iletd of Trutl. CrnnLx rmrnanta wnd nprrr.
1 TnkKplhr prMirrlvinga.wlrnndUionendmpnir,loprnnii nnansirihern.(.Inrivmplrlrnun InuLlinc..uv, fnrrnnnq.nnrn,rntln•mKbutll~aalNonllnhr
Iniill thrrcon; lo rr•Imr Mmmplly sny Mtild'mR. xlrnrisue •q fmpnhrrnrnl fhrrrrm r-hi. h mm br dmmoprd dr-uutrd. mnl tn ~,nnpl., avth nll In-. mdi
nenrrit. r[RuIa16m.. rvnennnlF. rmrclititmi end Itslriclalo• roff~linje Ihr pnqwrh
2 Tnpuy IM(nre deImqnenlall InsiulleteR sndnssrssmrnNurypnnlhe proprrlv. 1"1prpthrjmqoerhfrrrnndvhmtnfnll~dhrrrhnrGra.lirn.nren+nonbrrnro-r
(inpnirinR Ihir Kvvrilv of Ihh Iletd ef 1'nnt.
7 TOA/fp 11III1111IfI10(tppPMllfflrrIftffKlfd rM1I1Pllfnl1ffll'fIPFf11IirfII1PR{tl~'nb11UUMItIMP11)tIlCfIPrOIIICII..csMfirc,Nnihrrlnyirrd•inaaarmarnlmd
kaalhnnlbelrdelrkho rrcvte-dhythisllerdaf'1'rofl Allrnlirir.thnllbrhrldb% lh'Nenrfinnn.emllr'fn.nrhrnnymnirQa.Ihe H.rrcfii inmmm npprmtoml
nr.e a,.. pa>•ai,ie rfn~ The nctxrci.ry. or i1a iMcresl mey eplxnr.wnd lhrn In lIK Gtnnlw 'llv nrnmml rnll'rlyd undrr nnv iu•ivnnrr jw~lio % mn,r' hr npplird
tqmn nny indeMednere hereby stc+irtd In anch ordtr ns Iht Hcnrfirinro.hn0 drl ermier so~h npplirni ion h~ Ihn Il~nr6~inn chnll ~rrl rnaer dia~nn~~nunn~~ ol
' any ymceedmRs to fororlnN Ihir I)ted of Trvft. le Ihe tvenl .I krrtclmort. nll riehlc nf ihe (:inntnt in incorein r pnbrwr Ilien in ffare chnfl pnxe to Ibt
Inorchnrer N lhe forevM•ure Rnle.
4 To dtfeml itny erlion a prnrtedinR pvrpoAing to nfferllhr Rtniaq hrrcnf nr thr rieMt ut pnarrf nf Ilrnefi, tnri nt 1'n3drr, nnd lo pn%nll rnalf nmi n
rwngeR. intltHlinR rmt of lille Pearch and vIlarney's ker io e rf-eannnblo nmtmnt. in em xm•h ar14m or pnu erdinL. and m nm• awa hnei[hi hv HrtKfirierv 1t
fMrvlo.ir thi. heed .f TrveL
f.. T. peyellmm.,f.e.enA~■p'o.~etnorm,ntoo-fittnwNhihi.IlMdnf'I'm-l.inrlndinelhrrqMmr-ltlv"I'~n.trrinnvrrdm•nl~unn~Ih~nLhtnli.~e•►rmrd
berchr euxl Trndrr'r nnrl Mlornry r fees aclanlly incurrrd. ei, pnwidrd Irv etmule
~~Ir
' ~ Y A M Z R~ ~
. . iH15 SFA6~
R~O~D[6 fQR ¢f[R~S4'S USE. ~
4
• ~ Farst ~4meric~.n Title ' ' ~
tNSURAMCE COiAAPANY p,inneK Titlg CnmPa+O►.
. • of V~as~ingt~n
AFR E0 37 AMl `93
Fi[ed fpr Remsd at Request of 9.~0419023~ , r C4liA}IUE
-J6TDA
SF•a1 F rf.. C(1UltirWASN. :
~ ' •
Name........... ••••••••.G• ••••Px••• ....ald W. Va?l 4f FtliT
• • -
~ Address............•••-•••••_•f b45 L Fiv~. _ ~291.••• • : ~
. .
City and StaEe.............. Nim. Mile Palls, WA 99026
y Ql. i 4 Lur~ 40Q v
- - - - - - - -
Assigrment of Oeed af _Trust ~ .
For Valu+s Receicred, the underai ed as Ber►eficiary. herrF~y granfs, cvrnve,ys, nsoi ns nnd transfc ta~ _
fEPALD ~i.'tnwtaee of that aerta.in ~,it~incj ii-mt 3 3U 43
"-.-...--..._..K..-..' "
whose adelr~s is~•-•••...-•--....~45••L• Elw~!,• •l291, t~l~ ~le~ Fails, Wa. .99026 ,
• • • - • • • • ,
a11 heneFicisl int,ercx+t undcr lhat ccr#ain I3ecr1 qf T eat, d1Fcd ~ , 1;7••• •"93 cxcrnF.cd
h 14F~1n1[ IJAI~YNE MIit1~, a s]ilg~e peisai - • • • • • . •
y •
. . - • • • • • - • • • • • , Grantur,
ta•-• fLW^7t{.'LPlS & ~GI.FA~Ff1
• • • • . . . • • • - - • • • • • - • - • • • - - tee,
arul recarded on April.~......19 .9~~' I • • • • ~
. i Veblumc 41'~ rsf Mvrignges, nl Jr.~gr.••••
tsrulcr Auditvr's Fi[e No.~0~~.~~.~8., Records o[ s~~ -•Ciunty.
- • • - - • • • -
Waahinglvn, describing land therein +na:
PARM A:
Lat 6 irr Bloc]c 25 of WfeIN ADD2ii£N 7.C] GmmCFEs, as per glat thereof
reaazded 0-V51une "5' of Piats, Pa9e 30, EXCEPT the S,outh 130 feet:
5ituate in the Uztaaty of Spokar►e, State v£ Waslling6on.
PARCM B :
Lot 10 in Blodc 25 of WMiN ADI]ITION 70 GFEMACTES, as per p3.at +tYereof
reent:ied itr-tb1tm_- -o- ~bs, Page 30, E74[EPT tte East 384 feet: Sittxate
3ti tYe ODmty of Spolcaner Stabe of Wa5hirlgbon.
Together with nate ar nntes therein descrilel vr re[erred tn, the money dus and tv hecome due iherevn, with
inteIrest, and all rights accrue►t rsr to accrue under said Deed nf TrusL
Dated •••.Ap ..ril 14 93
• • • , 19. •
Claral.d W. Vauon .
• •
~~eneficis y
B -
r Va {Na -',iifJe} -
By. • • • - • • • • •
( A1ame -'I1'it]e)
S7`A'1'E DF WASHINGT(lN STATE ffF WASHINGTON
ss. se.
CU[.TNTY OF•. ~ COUNTY DF......
{3n this day gersorially appeared betoze me f?n this • • . .day oi-• - • - • • , ]8• •
-
~~d befvne me, the undersigned, ~a Natary Pulrlic m and for the
State al Washington, duly commissinned and sworn, personaily
appcarc~3 • • • • . -
• and.••
!cr rre knawn to be the individual described in tn me knn►m to kre the.••••.• Prrsident and•
and who execuf.ed the wilhin inrekng instru- Secretary respecti❑ely, af_•-- - - - • • •
Rnent, and acknowleciged that••••••••••••••.-signed • • • • - • . • • • • • ,
• - • • - • • • -
the same as_ _.hi& . iree and volttt~tary es;t the corpwrs~tinn !hal executstl Lhe fnregninq onstrument, anr~
and deed, fvr the uses end purpases I.herein ncknowledged the said instrumenE ta he thc free and vv1untnry
mentinned, act and deed of'ssid cvrporation, foe the uses and puryposes there-
sn mentinnerl, anrl nn nath xtal.ec} that.. au#hqriaed to ea-
GIVEN under.~jr,hand and v~i~ial seal this ecuf.e the said infitrumenlanei that #hs seai ~xed is the cprpr~rate
. .
, 1s. 93. real of said rorpvraCian.
• ,i': ti Win€ss my hand and afrtcial seal hrrcla alfixrcl the day and
• , :
yearfirat aboac N•riClcn.
FE! • • • - •,,s••. ...~:~~-.f,:j--'~a•`••• • • • • • . .
-
Nota* ublec isfh0,4pr the State vf Nntary Puhlie in and foa the Stale of Washingtfln,
wa-4! WesPun$tnri;• • • • • residisig at • - - • - - - - •
4396826
' 1of12
pm: _ 0113Dli999 61:31P
ppST. I~pERIGN 1iTlE 11~ 01 • 519.00 Sootuie W. a
Naehington Mutual Bank
C/O DATA PLEX
19031 33RD AVE WEST - MIS116DPWA
LYNNWOOD. WA 98036
1
M Washington Mutual DEED OF TRUST
LoenNo• 01-0806-002868598-0
FIRST AMERICAN TITLE INS CO - SPO
~ 395B0-SS
• THtS DEEO OF TRtIST ('Seciuity Instrumerrc•) is made an .7111y 27 1999 . The
GraMOf Is RANDy NZTCHRLL and D RT.F.NP. L M2TCH H134B Nn Nn i1IFR
('Botrowef'). The trustee is FjRST AMICnN T2TLP INS (,n
- SppKANg Cp. A
[`,g] i fernia r.orneratior ('Trustee'). The Denefkiaty is
Maahinettnn wr„r1,Ai Aank , which is agaNzed and axisifng under the laws
' Of KaAhi+atnn , and whose address is 1201 Tliird Avenue Seattle, WA 98301
('Lender'). Bortower owes Lender the princfpal sum of ch,r, HunrlrpA
Three Thousand Two'Hundred & 00t.U0
Doltars (U.S. S i n3. 200 _on This debt is evidenced by Borrower's note dated the aame date as this
Security Irutnunern ('Note'), which provides tor montMy payments, with the fult debt, ff not pald earlier, due
and payable on ALaLCt i. 2074 . This Security tnstnur+ent secures to Lender, !af the
repayment ot the debi evidenced by the Note, with Interest, and ap renewals, exteruiorB arxd modiflcatiw►s
of the Note; (b) the paymeM ot ell other aums, with interest, advanced under paragraph 7 to protect the
aecuriry ot this Securiry InstrumeM; and (c) the performarue of Borrower's covenant9 and agreements under
thfs Security Instrument and the Note. For this purpose, Borrower irrevocaby grants and conveys to Trustee,
in trust, wiih power of sate, the fol►owirsg descn'bed propeny located in epkamP
County, Washington.
THfi NORTFi HALF OF LOT 11, BI.OCK 25, CORBIN ADDZTION TO GREENACRES, ACCORLIING
TO PLAT RECORDED IN VOLOMB •S• OF PLATS, PAGB 30, IN SPOKANE COUNTY,
WASHII+iGTON. REAL ESTATE TAX PARCEL PIO. 55192.0323
~ whEch has the address of 404 S IANG .
ISveeq
GREENACRES , Washington 99016 ('Property Address');
lGty1 (ZiD Ccdel J
v-
WASHlNGTON - Slrngle Femtly • Fannte Mae/Freddte Met UNIFORM INSTRUMENT Form 3048 9/90 Ipege 1 016 paget!
1529A 111-981
\
Y
4414207
Pagc: 1 af 4
09►2111999 03:22P
' US RMING OT $11.00 Sool;ane Co. 64
Recording Requesled by 8
When Recorded Return To:
US Recordings, Inc.
222 E littie Canada Rd Ste 125
Sl. Paul, Mn 55117
Aher rocorcSV ro: ~3 ISpsu sbove dus I'ne !m R.. usel
U.S. Bmk / 7~
687
8108-2687 DEED OF TRUST
P'O' . ND 6
Date: 08/05/99
, Asseuor'i Tax Patel Number: 65192.0323
R11HD7 ?[ITCBELL . BQSSIIND J1M liIYB
Grpnp(f); DAW.8H8 L. ?IITCSSLL
Address: 17017 SDRKCOII 1►NII S. VSRADAL3, N7► 990378937
ASA RANDY D. KITCHEI.L
RANDY ![ITClILL
Borrowarlsl: DAALENB L. MZiC88LL
Addnss: 17017 SPAJ►CO8 AVi 8, V81GD11L8, Nl1 990378937
geneficiary/l•lerdat-): U.S. Hl1N1C NATIONIIL 11SSOCSIITION HD
Trustes: U.S. S11H1C TAIIST CWSP7INY. N7►TIONJ►L ASSOCZIISIOH
t. GRANT OF DEED OF TRUST. By signing bebw ss Grantor. I irtevoeably pnnt, barpain, se0 end comrey to Trustee,
in tnnt, with powu of ssle, tAe foliowinp property bcsted in SPOT.a278 County, State of
WssRington:
LOT 11, BLOCIC 25 OP CORH2N ADDITIOH, VOL, S PQ 30.
S8= 7►2SACHMMI'i (3) A POA COISPLBTE LHOAL DBSCRIPTION - rg- q'
and sp buiidinps and otAer improvements and fixtures now or later bcated on the property (aU rofured to in this Deed
of Trust ss 'the property'). 1 also hereby sssign to LenOar am existinp snd tuture leases tnd rents trom the property
. as additia+al seewity tor the debt desaiLed Debw. I agree that 1 wi0 be leQaqy bound by aQ t!ro temu statad in Ws
. Oeed of Tnnt The sbove real property is not used principaly for aprieultural a(artning pwposes.
2. DEBT SECURED. This Deed of Trust and assignment of rents seewes Ne fopowing:
Q a. The payment of the prineipal, aituest at the rote provided in the note dascn'bed bebw, eredit repat fees, late
charges, eo0eetion coats, attwneys' fees (irxwdinq arry on appeal a review), and other amounu owing under a rate
. ('Note') whh an wigmel principat amount of t 25,E00.00 dated Auauat S. 1999 aiyned Dy
itaNDY ![I2CHSLL AND D1IRLSNH L. NIl'C88LL
('Bwrowu') ano
payaole to Lender, on which the last payment is due 09~19 end under any amendments, repkeemenu,
extensions and renewals of arry IenptA.
❑ b. The psyment of aA amamts that are payable to Lertdu at any time under a uedit agreemeM dated
, and any riders or amendments thereto ('Ged'it AymemenY), sipneC by
1"BwroweP). The GreOit Agreemnnt rs for a revoNing bne ol eredit uwer wMCh Bortower may oOteirf (in accwdarxe
wnA the tsrms of tfie GeJit AQreement) one w mae bans from Lenda on one w mwe xeaslom. The mazirnum
amamt to be edvaneed and artstanding at any one time pursuant lo the Gedit Agraement is eurrenUy
6 . This amount may bxrease a deaease from time to time.
The term of tAe Gedit Agreement consists of an initial period of ten yean durinp which sdvances can be obtained by
the Bortower, foQowed by a repayment period of indetertninate kngth Quring vvhich the Borrowu must repay aA
amounq owlnp to Lender, aO auch amounu beinp due on or bafore 30 years atter the date of this deed of tnnt.
TTns Deed o1 Tnnt secwes the peHormar+ee of the Gedit Agreement, the payment of aU bans payeble [o Lender et
any tima under the Gedit Agreement, the payment of all interest at the rata provided in the CreQit Agreement, uedit
report feea, late cnarges, mambership laes, attocneys' faes (iruludiny any on appeal or review), collection costs snd
eU other amounts that are payable to Lender at any time under the Credit Agreement, and any extensions snd
renewals of any Imgth.
Q e. This Deed of Tnnt also secures the psyment of a0 other sums, with interest thereon, advaneed urder thiz
, Oeed a( Trust to potect the security of or to coQect or enlorce this Dead of Trust, and the perlwmarue of any
eovenants arsd apreements undu this Deed of Trust. So lonp as this propeAy is not a dwelling, ttis Deed of Trust
slso secures the repayment o1 arry future advances made to Borrower that are not made under the Gedit Apreement
when evideisced by a note or other evidenee of debt stating that it is seeured haeby, witA Interest thereon, st the rate
provided in the note a other evidence of debt, and eny amendments, replacements, eztensions an0 renawals of any
lanqth.
The tnterest rete, payment te+ms snd bslanee due undet the Note and under the Credit AQreement may be irtdexad,
aGjusted, renewed or renepotiated 'm aecordanes with the terms of the Note and the Gedit Ayreement and any
amendments, replacements, eztensions enE ranewals of the Note and Credit Agreement.
Pape 1 of 3
WA00T Rev. (HP) 7/99 loan i: 66400104411390001
(i
aro ~ •w w vM314V
T ZOYd '
'NDSL~I884M '13ltII0.7 I1SrYOdB 1[I 'OC 7Drd 'SSI!'id
/0 ..8.. 2KRZQA lA G2QM0.Mi SY7d QL OaQQYO=f 'Cli2r3Oi=0 '
Oi 1OD22IOC1[ 1QQIt0.l 'SL Io07Y 'TT i0'i l0 17ttH HimoR mt '
' sxOIS!lYJCiQ 41l~17
uanduasaQ Aliadoid
V 1N3WH3VllV
T0006ETLf►0[00►f9
'iTmGtlll J,QtIYi
12 '03 anr~s ao•us ta a~to~ sn .
att:oo 666tnt~6o - - , _
►}ot .ay
LOZblbb
5, XI.~
e
~ i 's~ . G. ~ . ~ ~ ' ~ ' ~
Z ~ ►.JI ` r SO F
~ ~ ~a ~ nrr►~ n ~ - ~ ~r ,i+►E~
; GRUNACREi
r MC1ME HOME Imio
~p
I ir~~-socr r~. Knsaa•rae~ g'.a[ 1 .J' ~I~
•
~ ~r ,
~ p 16 ~
i ~ ~ D~j~-~• k g~7 !~i'► , ~ 40~ies ~
i ~ ~ ~ 7 ~ ~ ~ • -
~
~ °
r, ►a a~r~. r .~.~0.7 • o lCniD • ir rr'% ~ l
. l ` ' ~
DRi IV
~ , ~ ~ ~ '
_ ~ ry Iq ~ • ~ ~
10.1 . ,i • • ~~r, ~
~ L~ , ~ 1Ao s~ ~
~ a
~ I ' , ~ ~ ♦
S~ElECT FRC7PFRTY J ~
~r
ILRJECT PR
~ ~
# ~ - 7
~
a' (D ~ ~e4 •
`41,e a
~►~i. ► "l~.a sti... na ~
! R j~ D 7RAR •NRTION TfTf.~SURANCE {aB AANY
~
! Thi tc Es pr i heat a, f y~rr = ~ 1~
' ~ C ~o . lnr t n rt
ist F~w all atte ~ ~
01 re~a a f e ptoperty incfikling~ut n
ime '
~ j6RS, easemetrt , encroash~ for
~ocaki nund s t is not part af, ~loes~
cnmrt~ or licy to whic it is
~ 14 aftac ed. T, e Companyr ass mes NO EIA81
~ matfdr rel$4 d tn this &Icetc . Reference sh u z 3
ma~ qsurat sunu ar 1¢rlhc► utF m
rC•~# ~ ;
r ' T
~ w I L~I ~ .-A
• `~F .I
r. :
GltEENACRB$ [ t'' • m
~ 2.3 ? 2
Ir~vDr~E r~o~E
wer.40a4 ~usa:.uas ~ ` ~ °o G)
448
'q r`
a .s V ' t • - + " ~ , s ~ . s .p y ti z' -13Q19 ~ ~
•
4 ~l~f.,. y~ { 11 a3a' rr [+~Y ~
3
,.a A7~
~2 a ~ s a.'lz y ~27 ],6 ylLti/ 7 ~9
¢~J• ~ 41
5~ E~1C~.Qg ,
q =
h }s~ • ,3 , ~ , • ~ , - .14.49,
rpx~~
~ zz + a Rar t K fai ~ q l~~ 4~ ~y• 1eR ^1` K(~ a AQ p .
.ren..+ • .:~r. • ~ ~ ~k 2niA w vc
~r
3 1JQI~VH 'DR t~C V C !4s! • ..a ~ ~ . _ hi s.s26 ^ .3r.F r!
~i C~~ ~ • ~y i, r• ~ ~ M \i ~ ~ 1- ~ h ~ ` ~ ~NP Al
!
s z
~ C`s
'9 rae"
7~ 1~ 15 2 ~S}2~
d ~
~ ~ " = fB 17 ~6 g ~ ~'r
~ 4~ e.aYa s~'~I'f 4 ~ !Z ` o ~t ~2 • ~ . ~ ~ • 10 r ~ n ~ ~ y 3@4 ~
Q~ ~ . ■
9 . t0 11 04 .6 6, h~4(D, ~ s i
c~ a ca y ~
.~a ~ ~ %
E. ~ ~ 1 4 ~ 201
IM tD g 8 ' • d .sao- ~ ,
~
' 4 Q Q' , ' 3 c') o ; ~ . . ~ ~/o [~j Of,~alff J~f)a 7-~
4 rH ~ ~ v
4' b s x ~ ~1 ~ it ] •fJ' 6.~~J' ~ .T9~P'
~
b
C~ ~7 4 8 Q , ,7 r.a
~i a s .aPS • .P'a~' ~~4 •
9 B 7 8 5 4'
(D o o 0 0 ' ~ ~(D v 3e
l STH pVF. 6 _ 5r ,
,
8o 19 3 2 --T7 y 64r.~ n ~ T ~
iGSa u.r ka n~ nv ain ~
TR D
+a 1► ~
. .
ff ~ a~ ~ ~ k~~!• ~ ~
s 1 TR Co►"'1
~ 1 ~ , ~ ~ ~o•=.' ~
~
~ ~ . '
~
a ~A, TR ~ B _ ~B ~ = 1~ V
Q 15
.
iB . _I ~ ~
tr qy'~ 14 ~ ~ 1~a~we f x
•~T^~ ~ ~~Rb.A_l.QLJ9 _.o _ RfM 1 L~ rd p~s ra..y~:`~
19
~ ~ l • r'` ~ h I.r
5
201, 21" raaNsaRnaro rInE fixsuRAKCE Co~PAmy
3
f4 ~ ~ c ~ ]s sketch is provided, wfthcut ~charge. fot yaur
~ ~%U -jn armatian, ft ia na4 ir~ter~Aed tp shpw ali matt~
~~'~~E~~ A~ • w ,kteci fo the praperty fncfuding, 6ut not €imited !p,
l n ~~~R~E er a, rlimensians, easements, ercroachmen►s or
~ inn rrf Anunr!ariss It is nat oast of rsar doss it I a '9 /a
iq
t~ the C~mltmer~i or polir.Y to which i; ts
hed 'Ehe Cumpany essumes Mp LIR$ILiTY faa eny
e~
tEe~ retaYed to this sketch. Referenre
~ shoufrt te ;I
de f[ o an
ataursCe survey far Tuaer f t
nPormaftan.
. ~
~
S P' I-, .4. N E C G T_T N T Y
TJ[VISI[7N QF PbAAIN➢NG A l7YVISICaN OF THE PCFBLIC WORiCS DEI'RRTMENT
MSCHAEL V. NEEDI-IANi, D1TtECft1R GAttY OBERG, ❑IAEGTDA
~~~OP,ANDUM
TU: ]7ivisign of Engineering and FLoads, Transportation Engineering=
Scvtt Engelhard, clo
Uivision of Engineering ar~d Rv s, jvelvpment 5ervices, Bill Hemmings ,
Divisivn of Uti.iities, Tnfcrrnlatiern ServiGes, Tirn Red
Division of Building and Code Enforcemerat; Dawn Dompier
FROM: James Richardson,~A~ssvciate Plannex
DATE: May 3, 2061
RE: Propased Finai P1a# of Langview PCID; PE-1$70-OOIPIIDE-2-00 _
Enclosed fmd copies o£ a 2nd prDposed FINAL plat ta establish 53 single family
residential lots on 11.2 acres. The suhdivision is lacated east of and adjacent to Tschirley
Raad and west of and adjacent to Long Road, approxirnately 770 feet soufh of Sprague
Avenue in the NW 1/4 of Section 19, T2S N, R. 45 EWM. Please review the proposed
fina1 piat and foivvard any conments ta me by May 17, 2001. If you have any questivns
you may cvntact ine at 477-7168.
Yours in anticipatinn.
Enclosure
k
~
1026 W. SAQAL7WAY • 5F't7KANE, WASHiE+1GTClAI 99250-0220
PHONE: (5D9) 477-7200 ■ FA]( (503) 477-2243 • TI3I?' (509} 977-7133
3
Constructi€~~ ~ertificativr~ ~~ckage
fvr
Longview PlJD
~
NORTHWEST 40
.5O1LS, TESTING & INS~ECTION
2214 East Riverside
Spokane, VVA 99202
- Phane: (509) 5349711 Fax: (509) 534-9755
,
Sri NORTHWEST
°„mu•
SO/LS, TESTING & INSPECTION
November 5, 2002
Project No. C-70-S000542
Spokane County Engineers Office
1026 W. Broadway
Spokane, WA 99260-0170
Attn: Mr. Ross Kelley, P.E.
Re: Longview PUD Construction Certification Package
Dear Mr. Kelley:
Please find the following information which is intended to be used by you in the certification and
acceptance process for Longview PUD.
1. A three-ring bound set of inspection and testing reports for the work constructed.
Included within this binder are the following sections which document the scope and
nature of the inspection work provided.
A. Correspondence
B. Test Reports
C. Daily Reports
2. A set of original mylar drawings and two bond copies stamped "Record Drawing."
It should be understood that this submittal provides certification for the initially constructed items
associated with this project. This certification only implies that the items shown were
substantially built as designed, and only valid the day the as-built survey and visual certification
were performed by this engineer. This certification makes no guarantee that other construction
activities associated with overall plat build out such as home builders or new home owners have
not in fact dislodged, destroyed, filled in or in any manner affected any of the items certified. It
should be noted that this letter does not relieve the contractor or developer from the warranties
implied within their bonding documents.
Should you have any questions or comments related directly to the certification package
submitted please do not hesitate to call.
Sincerely,
STI Nort
QPJ o4 •
have reviewed the
construction and to my
knowledge find it to be Paul T. N Oll, P.E. in substantial
ASSOCiate confom►ance w►th the
approved certired plans
Cc Mike Hume, TFBH Corporation and Standard
CLC file Specifications excepf as
noted.
STI fle "
owwm
y 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
~r A Dh fslon ot CI.C Assocfntes Inc.
'VIVNORTHWESIs,~
2214 E Riverside Rvenue
SPOK.ANE, WA 99202 4 "~4
PH{~NE (549) 534-971 i - ~
FAX (509) 534-9755 Trarnsmittal
Date: Navember 5, 2002 Phane Na. 477-3604
W.O. ,Na.: C-70-S000542 Fax Na. 417-471 5
To: 5pokarae Cvunty Engineers C]ffice
1026 W Broadway
Spokane WA 99260
Att►r: John Hohman, P E. ~
Re: ~ Project Certifrcation for Longview PUD ~
Transmittal af the Fo11awincL
1 5et Mylar, Street &Drainage Recard ❑rawings (Sheets 1-11)
2 Sets Bond Go,pies, Street & Drainage Recvrd IDravuings (Sheets 1- 11)
Bander containing Letter of Certificativn and supporting documents
Nnfes:
Mr. Hoktman,
Please review the accompanymg dacumerrtatinn for final acGeptance on this prvject. If there is any other
documentation you may require or if you have any questions, piease me a call.
Bob Grahara~
CC Mike Hume, TF&H Cvrporation
CLC file
5TI file
TtUansrruical-v 1-11t99
~
CLC A55E3C1ATE~
~EC21NED
SEP 3 0 2~~~~
§D~NTv ENC-ftiLEP, ,
September 26, 2002
W.O. Na. c-20-sfl00470
Moun#ain Crest Enferprises Inc.
4042 E. First St.
Mead, WA 99021
,
Attn ` Brvck Materr~e
4F
Re: Lvngview PUD
Lang Road Taper
❑ear Brock:
After our meeting, we checked vvith Bob Graham at STI and Fae indicated that Randy
5trvnks said, "Build per plan." In vrder to answer Mvuntain Crest's cQncerns, Ihave
prepared an exhibit shawing the recommended constructivn of a60' taper an Lang
Road raear 4th AVenue. Per the exhibit, attaclhed, we recommend saw cutting the
existing asphalt path tv qrvvid'e the necessary taper. We recammend an ACP slape
fram the waik ta #he edge of the taper ta address the grade difference fhat will occur
wi#h the remova! Of fhe existing path and crass slape extension of Lang Road sa that nv
unraveling will accur.
F1t the match point vf the existing cancre#e sidewalk and the asphalt path, we
recvmmend an asphalt patch matching tv the existing sidewalk_ A minimum of 3.0'
width af path must be main4ained for AC3A purpases.
~
~
'
,
~
. .r 7(37 AdVE5T 7T'H RYIENUE + SLJITE SOL3 + SPOKAFlE • WA 93204 • P 509 459 5840 • F 509 456 6644
~
~
DEPIYER • SROKRPFE • SALT LAKE CI'fY
~
'
:
Lvng F2oad Taper, Longview PUQ
Septembcr 26, 2002
Page 2 af 2
If you have any questivns regarding this infarmation, please call.
Sincerely.
GLC AssociatL~t
~ - ~6aig R': MacPhee, EIT
Zraffic 1 Civil Designer
encl. -Exhibit
cc: Mike HumeT Tvmlinsen Nvrth
John Hohman, Sppkane County+
- a no y ~ t~rank~, ~ ~rkarre ~o~r~~y ~
Tadd Whipple, CLC Assvciates
Bvb Graham, STI Norfhwest
fife
1
-
:
BU I LD TAPER PER PLANS.
SAWGUT EXISTING ASPHALT P►4TH FOR 60' TAPER. 3.0' MINIMUM f'ATH WIDTH MUS7 BE MAINTA1NED PER AQA
REQUIREMENTS.
WE RECQMMEN❑ COIVSTRL]CTIIVG AN ACP SLDPE FRC)M
ASPHALT WALK TC] EDGE O'F TAPER. 5EE DETAIL 6ELDW
4p
pe.,(
- ~ ,
~
r~ i ~
~)c,~ ~~V► , 3 441
~ - G
~
AO t°_~e;S~ ,
e~~ e ~ ~ ~
~ 4
q e- \0
,
-fi _
11l67/2002 15:59 5095349755 5TI MOR7HWES7 PAGE 01
jFrj ~~~~~~~~T
2214 EaSf Riverside
Spokane,1NA 99202
(509) 534-9I11
{509} 534-9155 • Fax
FA{ TR4N5AAiTTA[,
DATE: 11J7I02 . FaGE5: ~ 7
IvCLvoNIG CvvER sHEEr
TO: ~ Randy stronks j FAx: ~ 477-7655
COMPANY. ~ Spvkane Cv Engineering & RoadS ~ pHOyIE: I 477-7476
~OM: ~ Bab Graham JvB: ~ G-70-5O00542
PR[).1ECi[' ~ T.cangvieav PLD
~
kandy,
I am sending vur Fiel'd Repact N'o. 50 which details coring of the asphaCt to vecify tbiclcaess.
Also, I am sending more detailed Informativn nn the single ring infl[trvimeter testwhich was used tv
determine the infiltration eificiency vf the pond in tract C.
I be1yeve this is a11 ot the sniormation yvu reguested. Piease call if tbere is anything ~eIse the County may
need to accept tbis proj"#. `
Ct; Mske Irlune. TF&H Carparation
5TI fils
Confidettfialitv Nt]tiCe
YhiB doCus7vil4s) sCCprqwying th;S fdx irdnsmission wniain(S) inkuttsa6an, which is Confiderltial smd privileged ThiS informetian is irttended tv be fiar
the indiri" or eniity M iqrth ahave. If yau are nvt the intended recipsent. plea3e be aware that any dPsclosure, Copyin9, dlst"buti4n ov uSO of tl1e
vontents flf thi3 intvrmatiOn lS Rrohlp{te~d. Tharsk yQU.
J:►SmIam[i14 -V1.944Q
11!07f2002 15:59 5095349755 5TI NORTHWESi ~JAUt a~
NORTHWEST
~
~
' DAILY FIELD REPQRT
k*a Narne nate;
1*0 Na. h0on
C - ~ -~n0 Q,~
ea i~ Amval'lfine -beprnure € ime
Al ~ 9:30 d%nt ~ Local riWeWM►ree! phOne nuMter
e r 7ire-RepresenMiWp'hone number
STI PmiKt It+am ! ptwe nUmDer
3geNo, ~ oF ~
anpow Equipumt Umd
.~'.D~ r!L ~loe /Y••?i F
imments:
Mk C+omTftdA"aWMY 4- ~ 4' ;,01' P dJ~'~' ~-~r ~.r ~~9e~~
soockaum ~ ?/i.~+ *IL I r~
f,c~ k ¢ ~t/~ r~ ~`'Et.l~f~~ . ~vc.o?~~ +oqrr LL ~,y~ 1 ~ ~ Gt ►~r Cc~S ?.rrle 1~ri~
sr/7
. , .
3~I~ ~CJ~:~"(`J ~~~,'•r Iar~„~ 1~.~ `~'J`1r .~.C~,~ r2r r3 rr .
r. 7/ 7 7 `r
2. c, ►1 . _
x s~~, 1 ~ • ~ ~ r ~i' Q { ~ e ~I . ~ r/ ~ i ' Y 3
s~c~ ~iE' ~~s~n~ta~~vE c~~aC,ORs ~RRESEnTATIvE Xhis d=uwnt and rMenerctd addenda are ta be cansidemd prdimtnauy unfi1 reveivrecl aM signed by Me STI
mmMxfim engixw andlor S~I pn~ect manar.
~ D 8Y: C~ATE STI PRC?JEGT RGER. TE
o'ftrnbllimsm E7m5
RW" hfG.
S
11/97f20e2 15:59 5095349755 STI NORTHWEST PAGE 63
_ NORTHWEST
Da1e
lnvemrs DaiIY RePorf No..~
STI Prqed No. ra-g-e Ti o. or
C r X °,50 ejo J-;~,
Conmer~ •
" COTOeted AppwWr
perspww=d= pmbwm
oYr~ le:Pr
..jj:~ 2,,,2-3 ~ = L, ~r
)5?t a P 7.. CeorrC- 7ks ~
~ " ~ e ~.~-s - 7~-~ ~ 7~"~'~e~. ~
'~j~►a►e .
STI FiARd Rep 5T1 CE STf PM ConVacbes Rep
11/07/2002 35:59 5095349755 STI NORTMnlEST PAGE 04
~
~
~
~ .
~ ~ a r - ~ ~ . ~ . - - ~L~ ~ ~ ~
~ SL~ ~ f 3 s ~ 5 + ~
, ' - - l~f
9 p
~
~
e y . +
- 2
.;.n~■cr
~
18 ti~ 13 i? iv ra q e 7 5 s ` 3 k C. ti . l ~
3
{ ~ ti B - i f
, - - - - - - - - . -
I - :,W
i ~4 F 8 a • S 4
f
~
~ f
11/07/2002 15;59 5055345755 STi NORTHWEST PAGE 05
lIlfltra#l43t! Te5t R@pDirt
' rn &"ordance wlrh ~
- '~Spakane C~lubty Public Warks
1?cpartrnent 5tandard for Estimatiqg
r~ $urtace 1n~iitr~tlon Ratc and ~`ie1d Pern°eahrlitv
i7Zff NORT~~EST OfSvil-Fn-Pl9ce '[3ping Opeai, 5ingrc-Rillgr
Tnfiltrnincter Methoda" (February d, 1996)
om. 11101 ~+4~! • ' ~
rNe= K~c. Lat+gvIrW PUD
~
+~~,fi, auany, cicar. cvfd ~rt mn~, x~ C•70-5[H70542
veeijay 1~vm$ a,.ma, swafe rn Trsin C Hoem Regivrewp. rn.;rsr tku,g reM4j:
ro~7ny r.eeat~va. ~ r:•cr 4
I•r [f k '4'I ~ '~;i1~~r ~ll i~~' h "~~t J ~U~ ~9! rWi riH I i~.~sl l°~{~` ~"rl.i`~~ ~ I'~"r i"i~.F~°i;~'; ~P~~i'~`~'~ ,'I'~ '
o k'~ 1 a r v` .r~~p 1 I i ~ i•.4
!Y ~r~lh;~, r'~~' „ _'r"'Y~P Iq 1~~i ~{s•~~ (?I~s~ E. f ~ ' 1,~~ ~ ~ ~f.j~
r»,
Ir I tl~iN' 1 ~ny 6 I~~E~ e I'~~'~ ~l{~' E d ~ .J .E~ h~ II
r~
,
P.
P
~ C 'Yi : r~.i i~ ~ ~,~,i ~;H , , • ~ ~.-'^r'~C ~~~i~ ~ ~r,. ~;~r~ IF~ .p i r~ f ~ ~ ; ,
"Jdia..i~~ f!, . i , I~ ~ ~ ' ,ii, ~.i; ~~i "~ti9 I. a~ I
TIME 1 ~.FLUW ~ DiST. Tf! H,O OrST. To 14,?Q .!I
I 4.05 4.35 '
1 0.0„
4.15 ~ .250 cfm ~ I D.0" 4.41 ~ 0.01.
4.25 ~ .245 tfraa ~ 10 oi" . ~
435 1 .245 Cfin 1o.ori
~ ~ ~
I I ~ _
i
Fteat now w,esur 5 8 I 9l
HOtEi- _
DiamEicr 4fring =0.97 FT; Arca = 0 739 aF
Rcquired rlvw ratc = fD.S"IHR
1=0.33 FTIJmjn
K=1a7 trrrHR
111071'ied2 lb:b9 bayb-343 rb5 5ii NuxiHwtbs ab
~
APP'ENDIX 14.$
r~ ~~~~OLrM PIJBLJC WORIiS I)EPART'MENT
5T,ANDARIY FQR ESTMATING SUIRFACE VOILTRAT#ON RATE
AND FZELD PERM"ILM OF SOII,-IN-k'L!CE USING
OFEN, SfiTGLE-RING, DUMT,EtqMTER 1UISiiAS
~ (Febmary 6y 19%)
~I) Drive, jsck, or hand-advance ashvrt sechion ttf'steei or PVC Pipe having a mitrimum ingde diameter
mf'approximaWy 12 inChe% arW a bgvaeied deadiqg edge urta the WU mufaCae tv a depth of abut S
~ lnchcs. IF after inssaMat.iva the mnfkm of tIe sail wffow~ding the wa11 of the ft ahom s*a of
excessive distvrbance such as ennmvm craciong rent the nng at anotlm k=tion
using methads that wifl mgnbnize the diqurbace. • if the surfiic:e of the soD is orrdy g,ightlY dknk4
~ #amp the s09 surrounding the inWde and outside wag of the rbg ttrdit it is as firm as it was prior to
disdubance.
r Z) 1mroduce cleazt water ima tlze rin using an tn4ine, commerdN[y aveftle
, fiow meter. Prior to the
~ ftst, fieJd check the acmracy vf the flaw meter using a suiteble 001itaiaer of imonm vaYeime Qie: 5
8alian budcec, etceters). Use some fonri of Wash-guud or diff4ser apparsws auch as a IiWY
P~~~ n0n-~0VM seatWile fabric vr a slmt of thin alurnmutn plac tv pmvent erosian ofthe
' surface af the saal during fi11ing and tesfirf.
3} Rsise the water leve1 in the ring until a. kead-1e►rel of'at least f incIe.s abave the soil wrface is
achieved.
4) Adjust the flOw aate a,, needed #o mskitain thre constam head 1evd in the ring. Hbimm requinad
test fLne is 2 hvurs_
5) Mvnitor arid record the flvvv rste mquimd tn msinrain the ronstant-head ler►el st aPproPrive
int+ervars. In nn case aWall the interva3 =eed 10 minutes in leVh.
f
'i) ~.dntinlte tEl$tnta1nIn,~ the W;1StRi1t head 11A~ a stabUlzed 13oW t'8tC h8s bCelf 8ChleYEd. CDR9Wer the
flow rdte stabIc w&en rRe ir,creme~ 9ow tate requirM to meintsin t.he head does not vary by rnore
fhan about 5°/d between increments. The intent aFthis sectinn is ta achieve arelatively steacly-state
flaw oaiidition between the rtinimum 2 hcur test time and a maadmm test time of2+112 haurs. At
the discretiort of the cm-site engineer nr engineeriAg techniciaa, the test oW be extended beyond the
2+1I2 hvur maximum.
~
7) Upon completivn of the cvrstant-head peiiod, diw"rtime flrnw, anct monitcne the head level +drvp ia '
t
. the rin$ st apProPrWe intervals over at least a 30 minute Ming-head period. •
_ Page I of 2
11f0712002 15.55 5095349755 STI NpRTHWEST PAGE 07
Spa,'kar►e Gorsrsty SingJe-Ring lnfdtmmeter Test Standard: Page 2 of 2
(FCbruary 6, 1995)
i
8) Campute the swhce infittratirns rate using the eqMion: I= QIA Where Tis the surFa= infiltration
rate, Q is the flaw rate requirW ta maintain the ovastant hepA and Ais the surfim area of the svU
in.vde the infiltrnmeter rittg. 'i3se sta5ilized flow rates vbservod neat the en+d of the vanstant=heacl
period to cavmpu#e the ra'te.
9) Gompute the permab7ity rate using Che fDliowing equa#iapt: K ~(Q * I-) l(A * H} Where Q is the
flvw t ate rrequQed ta ntdvdain the Pnstant had, L is ft length of snil rvluam contdned-vvrthin the
ring, Ais the am af thc sin& ad'H ss the lead 1erre1 menured fram the base af the ring tv the filee
watet ouface. This equation [s based upon irfbrmiticm-presenW in the U.S. Biueau of
Reclamation Arainap Maneal sectii3=t 3-9: Ring Permcameter Test. Use stabffiaed Sow rates
observed ne,ar the end of the consmt head geriad to earn,pute the rate. '
10) At a rninimum tbe,te,st repost ahal1 imclude a desc'rpticm of the equipmeart used m cesnduct the test
('inludmg type af tlvw meter used and the rmks of the an-sitc, 9vw meter accr"cy check); a -
sub=&ce tOg o£t1~e SGAS eneourtered (if test was c.oaducted in the bcrttom af a test pit), diffirulties
encounteed durin testing; raw +data far hath r.onstant and Mmg heac# periOdS including flaw meter
readingM inc;rergental $nw rates; ud obsmed taead levels; and cataulattons showing haw t&e
infitrativn and permcahility rates were cvmputed- , -
0 RECEIVE]
JWTJ NORTHWEST NOv 1 2,2002
SPaKANE cbuNrr ENGINEER
2214 East Riverside
5,pakarae, WA 99202
(549) 534-9711
(509) 534-9755 • Fax
FA)C TFZANSMITTAAL
DATE: 1 t 17102 PAcES: 7 INcr.uDIrac CovEx 5H~ET
TCI: Randy Stronks FAX: 477-7655
G4MPAVV: Spokane Cv Engineering & Raads PHO1vE: 477-7476
FROM: Bvb Graham 10$: Co70-S[}00542
PRC],TECT Lvngview P[JD ~
Randy:
r am sending vUr Field Report No. 50 which detail's coring of the asphalt to verify thickness,
Also, I am sending more detailed inforrnation on the single ring infiltrometer test which was used tv
dete_rmine the infiltt'atian effieiency oT the gond in tract C.
I believe thss is all vF tbe infarmation you requested. Please call if there is anything e1'se the Gounty may
need ta accept this project. '
Cc• Mpke Hurroe, TF&H Cozpaeation
• STI fle
Cor►fidentialrfv PJat►ce
TFiis rJflcument(s) accompan}nng this fax traRSrnissiQn r~ntain(s) infarmatifln, which i5 cantidential and pnVdeged This information is imtended tp be for
the mdividual flr entity set foeth aboue. If you are not the intended recipisnt, please he aware that any disclcssure, copy€ng, distnbution or use of the
contents c+f this inPprrnation is prahibited Thank you.
J lstifaxform -d1 0-4100
NORTHWEST
~ f
- DAILY FIELU R.EP[)R7'
Project Name Date:
Project N❑ rieport No.:
o G ck5y?
Mreamer Arnvah lime Departure Time
I~Rl7 / ",Jif IXfocr
Ciient ~ Local Representativel phone numbea
J~ r' S'G H /r ]IQ~
~neral [:nn ar 5ite rtepresentavve/ phane nummr
~r"..~US, ~tr ~'r~ i",. rp S~
~~~ntractflr 5TI Project Man erJ phone numher
Page No. I of
.
Manpower & Equipmenf lJsed
r,~ ~'rfii►~. r~--GC/r~ '~'1ac , ji p
Comments. .~I . . f i
{Waris Comqeted Apparerdly e i/r'Y/ ~r' yv .r IT f'c3 5 C'r~-'
per Speffmtinrts Pratlems ar '-SQlutiam} -7 ;2 ~r
~yF.iYSe. ~r• 7"- Z/e rZ ]F''L~.ALl o? Q hY 1i?Sc_./r"5' ciler Cc s [T.1ZGri.
ST.9 II C/ Xoq& , Ze. 97- 12 1 rr
1..4irfji,,'I ~i7~. IC+tiq~t/ ~ .I a7.U,5 l.7
1~. "e_. F-. 1,71 7 7
~ • r
I d~ f o2G' o2ncil lahe- COn !er ;Z.e, J 1. 3 9 .2. .2 7 I_A y'r
S7`I9 9'/, ;2 • vcs
~
STI FIEL EPRESEAITATIVE CONfiRAGTpR'S REpRESENTATIVE
This docxument and referenoeti addenda are ta be cansidered preiiminary until reveiwel and signed by fhe STI
canstruction engineer andlor STP pmjed manager.
1117/0 Z
REVEEWEI7 BY: dAl'E STP PRQJECT V41VAGER [TE
'
f
~
Olf[xmsLsl~liiefd'eP pm5
~rrespanding Defiaency Re~rt Na.
,4Wrl NORTHWEST
aate i~spector5 DairY ~~poN Na-:
II- 7 -0z
STf Project No. rage No, ot
C - ~o
Comments•
{1Nork Canoeted Apparerft per Specffir~ Pmblems
8nd ttmrr SoluGoris}
siv 1. 54-
~q Lp I'Y~do ,77e* 2.Z A
. .
~r~•re. 7 r~ ~ l ~ ~ 7ks ~
7" c~f~ G C"~ ~ r r dJFZ 7~+~'+ ~ Y] ~Q s~ ~ r!~r 7~"~ P Ca Ir
S71 Field Rep S'fl CE 5TI PM Contrac#afs Rsp
~
t~
~
. ,
I $ r_ = o
1 a a 4
gLi_~ ~ ~ f d
_ij
-Ji
cl i, ►i ~ 6 8 8 9 10 ~ i
!;Jr • rRAci T
~ - ~_^T-~~.. -•_=r-i x - -
,s u 13 12 n so e a 7 e sa
• + 1
I C s i x C7 `
TI 1 { . 1 ~OI
~ - _ - - - - - - - 4Tri
~ ft t0 9 8 7 6 5 4 3 2
+ ~ I ~
Inriltration Test Reparrt
In accardance with
"Spokane Caunty Public Works
Llepartment Standard For EsCimating
~ Surface IInfltration Rate and Field Permeability
i►~rff NORTHWE 73T TfiltrometerlMechod~ aFehruary~6, 996)
p~u i P I011€}2
Longvjew P[JD
wea~,, sunny, clear, cvld sri Pro,zci N. C-70-5Q00542
swale m Tract C hfv[es Regardmg FeciLty Bemg Tctud
Facilify Bcing TeSted
Faciliiy [acation 1 CBCC L. •
C.C~NSrT~TNT I:I~ r1I~
IrriiEal fi1ow fi'1'eter: 5b5.b7 1~ater vn at: 3:U5
F'ALL,[i~,G Hi E.IU
TIME ~ FLDW I DIST, 1O H,Cl J p TiME Disr ro x2_0_ ~
4.05 ~ 4•35 I 1Q.0=,
4:1 S I 250 rfrn ~ 10.01, 441 I O.b„
4•25 I 245 cfm I 10.0" I
4.35 I 245 cfin I 10.0" I
I I I
I I I
I I a ~
~ I
I
~ I
Water eiF d 3 5 Final f3aw mcler 5 81 9{}
NOTES
Dtamerer of ring =0.97 FT; Area = 0.739 SF
Required Flow rate = 0.5"1HR
1-0.33 FT'IMin
K=107 INIHR
~ .
A►PPENDIX I-4.4
~
~ SPOKANE GOUNT'Y PU$LTC WaRKS UEPAR'TMENT
5TANDARU FQ]R ESZIMATI1TG S[TRFACE DFILTRATTON RATE
~ IAND FIEg,Il FERM"IT.IrY DF 5UTL-INN-PLACE USING
OPEN, SIIV'GLE-RING, HUMTR[]METER MEETHDDS
(February 6,1996)
µ
1) Drive, jack, or hand-advance ashort section of steel or PVC pige havin,g a minimm inside diameter
of approxinately 12 anches, and a beweled leading,ed,ge intv the soft- surface ta adepth of about 8~ inches. If a.fter installation the surface of the snil surrnunding the waf91 af'the ling shows signs c~~
excesside disturbance such as enxtensive craclcing ar heaving, seset the ring at another Tacation
using methods that wiff minurize the disturbance. If tte surFaee of the soiI is only sligIitly ditrubed, ,
tamp rhe svil surrounde`ng ttte inside and outside wafl nf"the ring untiT it is as firan as it was priar to !
.
~ distw'bance. .
2) Introduce clean wates in#a the ring using an in-line, cornmerciaIly avaitahle, flow meter. Priar to the ~
test, field check the accuracy of the flow meter using a sui#abte container of knawn vviume Cie: 'S ;
gaflon bucket, etcetera). i]se some form of splash-guard or diguser apparatvs svch as a highIy - ~ i
poraus, non waven, geotextile fabric or asheet of thin aluminum plate to preverrt ercasian of the
surf'ace of the soil duriing filling and testing. '
3} Raise the water level in the nng until a head=level of at least 6 inches abvve the safl surfac.e is
FICILeVed.
4) Adjust the flvw rate as needed ta maintain the constant head Tevel in the rirrg. 11finimurn reqnired
test time is Z hours. '
;i
~ 5} 1Vlnnitor and ,recard the flvw rate required ta maintain the constant-head level at appropriate ;
intervais. Tn nv case shaU the iryterval exceed 10 minutes in 1ength. ~
6} Cantinue rnainWning the constant head until a stabiiind flow rafe has been achieved. Cans.ider the
flow rate stable when the incrernental flaw rate required ta mWntain the head tloes nat vary by arrore
~ than about 5% between increments. The intent of this sectivn is to achieae a relatively steacly-sfate flow candition betvveen the minimum 2 hvur test time and a maxirnufm test tirzte of 2+112 houFS. At ,
#hc discretion of the on-site engineer or engineea-ing tachniciM the test may be extended beyond the
2+I /Z hvur rnaximun. ,
7} Uporr compfeti+on of the canstant-head periad, discantinue flow, and menitar the head 1eVe1 drog in
_ the ring at apgrapriate intervals oVer at least a 34 minute faDing-head periad_
- Page 1 of 2
-i
3
Spokane Catanty Single-Ring InfilErometer Test Stattdard. Page 2 of 2 ~ Al
(February 6, 1995)
!
8} Caznput$ the surface infiltcatian rate using the equation: T=Q!A Where I is the surface inf'iltrativfl
rate, Q is the flow rate rrequired t4 nain€ain the constant head, and A is the surFace area of the soil
iriiide the infiltrameter rirag. Use stabilized tlvw cates absovved near the end of the cvnstauix-head
period ta computte the rate. _ e
9) Gampute the perneability rate using the foRawing equation: K-= {Cl * L} /(A * I-3) Where Q is the ~
flow rate required to maintain the cawtan# head, L is the, length af soil column cantained-witbin the ~
ring, A as the area of the zing, and H is the he$d level measured from the base of the ring to the free
water mrface. T'his equa#ion is based upan inf'armation presen'ted in the U. S. Bureau of Reclamation Drainage Maniial sectian 3-8: Riing PermeameterTest. Uss statiilized flow rates ;r
abserveti near the end of the canstant head period to compute the r°ate.
10) At a munimum the test repvrt shall include a description of the equipment used to conduct the tesx
(includin,g #ype of flow meter used and the zesults of the on-site, flovv meter acaiaracy cteck); a
sutasurface lag of the soils encvuntered (if test was condracted in the bottvm of a tes# pit), difficialties
encountered during tesfmg; raw ciata for bath canstant and falling head periods including flow meter '
readings, incremeatal flvw rates, and observed head leVels; and calculatians shawing how #he
in5l~tratinn and permea6ility rates were computed.
_i
~
i
~
~ NORTHWES& rfiFA61EAl~p
~ .
- SQiLs, rEsrI►vG & rnrsPECrro►v
Juty 13,2001
ST1 W.O. # C-70-S400542
Spa'kane Cavnty Engineer's Office
1026 W. Brvadway
Spvkane, Washington 99260-0170
Attn: Mr. Randy Strvnks
Re: Lnngvie►r+ Inspectian - ConstructiDn Sumrnary
July 2 - Jnly 6, 2001
Mauntain Crest: Contractor
Tomiinson Black; Developer
Dear Randy,
Tliis leltcr transmits the general construc4ion acEivity that occurred on sife during the #iine listed above.
This letter is nofi intentied ta replace the ronstruction daiiy report produced by 5TT Narthwest or its staff,
but it daes transmit ttte general infonnation concerning tile caros#ructian activity. Any ifem that may be
lisied belavv may or may not he in compliance with the plans and specificati6ns. T'his letter is nflt intended
to be a submittal far acceptance. It is for informstional use onlp.
• Contractor placed ACP an Tschirley betvy+een 4'h and Sprague Avenue.
No majerr deficiencies to aeport al this time.
If you haVe any questians or comcnents cQncerning any of the items listed aboae, please feel free tc, give
me a call.
Sincerely,
STi Nort west
~ _
~ Lest~r, P.E.
~oject 11~anager
cc: Mountain Cre5f
Tvmlinson Black
CLC File
S7'1 File
3628 E. Ferry • Spakane, WA 99202 • Phane (509) 534-9711 •Fax (509) 534-97 r5
0 Sri NORTHWEST
SDlLS, 7'E5T1NG & JNSPECTfqN
.Iuly 17, 2001
5TI W.O. # C-70-sO00542
Spokane CQUniy Engineer's C}Ffice
1026 W. Braadway
Spakane, Washington 99264-0170
Attn: Mr. Randy Stronks
Re: Loagwiew Iaspection - Constructian Surrsmary
July 9 - Jei'y 13, 20[}I
MQUntain Crest; Contractor
Tnmlinstin Black: T]eveloper
Dear Randy,
This letter transmit., the generai construcciQn activity that occurred on site during the tiitte listed above.
This rc#ter is not intended to replace the constructian daily report preduced by STI Narthwest or its sta.ff,
but it daes transmit the general informatian concerning the construction actiwity. Any item that may be
listed helow may car may not be in compliance with the pians and specifications. This leites is not intended
tn he a submittal for aaceptance. It is for informationap use only. .
• Contractor perfarmed repair wark an Tschirley tn correct datnage caused by existing water tttain
break.
No maj4r deficiencies to repnrt at this tirne.
Tf you have any questions or comments concerning any of the items listed above, pleasa fee9 free to give
me a ca11.
Sfncerely,
STI Narthwcst
Eri ster, P.E.
Project Manager
cc: MQUnfiain Cresf
~ Tornlinsan Black
CLC File
5Ti File
2214 East Riverside Avenue •Spokane, WA 99202 • Phone (509) 534-971 1• Fax (509) 534-9755
w r,i.tsion or c~n.C nssoc:at~q I..
~ lY'ORTHYY EST
►NER
soIcs, TESrrNG & InrsPECrroN
July 31, 2001
5TI W.O. # C-70-5000542
Spokane County Engineer's Dffice
1026 W. Broadvyay
Spokane, Washington 99260-0170
Attn: Mr. Randy S#ranks
Re: i.viigview Inapectian - Canstruction Summary
July 23 - July 27, 2001
Mauntain Crest: Contractor
Tomlinson Black: T]eveloper
Dear Randy,
This le#ter transmits the general constrwctian activity tFrat accurred on site during the tirne iisterJ abnve.
This letter ss nat intended ta re,place the constructiQn daily repart produced hy STI Northwest ❑r it.s staff,
hut it does tratismit the general information conr,ernirig the constructian activity. Any atem that may be
listed helow may or may not he in compIiance with the plans and specifications. This letter is not intended
to be a submittal for acceptance. It is for informational use only.
• Sidewalk su6grade completed.
• 5evyer line eleaned per post-pave T.V. review.
Nv rnajor deFciencies to report at this time.
&f you have any questinns ar comments conr.erning any af the items listed abave, please feel free to give
me a call,
Sincerety,
STI Nvrthwest
,
Eric ster, P.E.
Froject Manager
cc: Mourttain Crest
Temlinsan Black
, CLC File
- STI File
2214 East Riverside Avenue • 5pokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
A 6ivis4aa at CLC Assdtlulcs lnc
-
~~~~HWEST
2214 East Rivers;de
Spokane, WA 99202
(509) 534-971 'f
Fax {509) 534-9755
FAJCC TRANSMITTAL
DATE: 9-26-01 PAGES: 2 TNCLLlDiNG COVER SHEET
Tc]: Billy Urhausen FA,c: 477-4715
CONL`PAI►TY; Spvkane County Utglities PHONE:
FRVM: Bvh Grahwn + J[]B: + C-70-SO00542
PR03ECT ~ FAI1gVFeW
C]RIGiNAL TN MATT,: MYES v NO
""7TE S :
Uooa morning Bi1Pyr
Will you please pracess this Pos#-Pave request fvr Langview? Hope yvu haue a wvnderful day'
ThaMk yvu,
Chany Bauldwin
Conficferr#iafi#v Natrce
7his document(s) accorrtpanying thls fax transmissfon r,ontam(s) informaiion, which is oonfidential and pryviteged This mitrrmatron is infsnded to be fcrs
!he indivrdual or entity set farth above If yau are not the snfended reoipient, please be aware lhaT any drsclvsure, copymg, distribufior€ or use of the
contents of this infvrmstion ss prvhibiied Thank you
lsti►axfarm -v1 0410k '
~
A-_
~°~mm_ma~='~~'"`-•;,~~,~
, i.:~., r ~ _ rr~, _ ~ ,~_r?s
~ i •3 i ~~,d ~,rn
_ + •i
.~i,~l~ i ~~l`. J- i ili'~ . 'iy; ~ti ~i~ ~ , , lT~ f,l~' 7~ •I ~ a 1~, . ~ , ' •
• • , . y'~^:~?`{~=~t ~9~.i'~€-~`.". ~ i. :t ' , , f~ :?3 ` , , ~ , . . ~
~ 1, alr-ytl i~I;i,r.. ri;, ~ ,,,,r,, , ;aEyYt~,~t • i•, .1p I:,r •~C~n~~l:. •,j ~ i ~~r.,'i;•~~'~ ~ , , i
~C1~RIfIFn°-`,.. '35?Ihe 1~k"~fglr~f'~S 'f'~IS':;~lYitf"i~l el!!~r ~'surf,";
PA131NG M/\PIFM lNSf'°P', 74 )i'(a';
~ ° [q +''~S ~lr
Sf-'!»[riAL j N' k"{: Ju. AQN,3.
;t...~
:6 ~ ~ ~ , ~5 , ~,.•~i1f~~~ a ~~`Sl~~ a d 1j ~Y ~ii ,5 8 ~ d , ,
' J~yF~v,': p ~~l~l✓3~ • - - -
y,~- -
. 3l~:~ ~.i l4~~~`,s` if, i;?Jf1: "It i•.''
(inclada pfrawir+g o; ~f! Irnes andlor manhnlt;s roqljostod,~ - -
ROUTE . UTILITIES . O DESIGN'
PRO,1EGTNAME:
AC`i !V['i`Y 4: J[)Bii-' ~~'~!■SEV9~t~~ ~
A77 AC HPAEN! 8: DRAWiN~ OF REQUES TEG ~ DRAVdEEJGS ~
: i1'r~AS~"~~tl~`~"~.~
AF~EiA INCLU~]l~lG ~V~~ii~~i•1~3€_1
AiuD -114 SP-110N #6 OPEr~~~ION;.~ i•'! Fi o r~ W f-it
Jf-`:~E FOR11~ARDE~ BY• 1.3A9 L R~TURNED:
HERE . ROUTE . UTILITIES , . - •
lSSUE DATE: FIf..f-7 NO .
f:AP•'E idCr.'
~SAV-.•-.:~'
}~rymF ~i ,f„~^+'sr ~~~_~°s~^~I-ti~- Ry.~yC~' =`r~„~,-s ~ . -,r,~i,,,;m . , vn.~ p": F; .~ra~,-+-r•~m °
~ +.~,i 1 f1L`l.J~•-~~ i~r~~ _ ~ - ,f°j ,.a *4-A.'m,3a~µji.~~. '~~~1~~sy?-,^.~•f~_ In4~'~•f'0.'= -
-.~'c
Y ~
~ ~ ~ y- '}n~ mA"~iY ~ y ik~ .
.
A s
. IA
~ ~ r ~ F• ~~"•~.'~!"et f^^,.,~'`~1'e iT';~~ A~ ~ 'z~~~
x
. 345
Ni x
- T40~_ L-A
135
_
Laboratary IQ Na. 661 1.0
Qescription of Material CSTC - Spnkane Rock
130 PraductslAErway Heights
7'est Methcrd ASTM D1557 Method C
125
T'E5T RESULTS
Maximum Dry Density 138.7 PCF
120 OptimUm Water Content 9•2 %
~
~ ATTERBERG LIMITS
z
715
w
a
~ LL PL P!
❑
110 -
Currres of 100% Saturaann
for 5pecific Graviiy Equal ta:
2.80
1(Is
2.70
2.60
100
95
90
~
~
n
C~7 85 EF
•
~ 0 5 10 15 20 25 30 35
~ wArER cnNrErrr, %
IVIOISTLIRE-dENSITY RELATIUNSHIP
~ Project: 4.4ngview
a
0
o Locatian: fisehirley STA17+00
NOR7HWEST Number. C-70-Sfl00542
~ ,
145
140
135
Laboratary ID Na. 6361.0
Descdptian of Maferiai SW-SM -VIfeN Graded Sand wi4h
Sitt and ~'sravel
Zest Method ASTM 0155T Methad C
125
`FEST RESULTS
Msxirraum ary Demsity 139.7 PCF
120 OptirnU~77 Wafer Gor~tsn# 6.8 °o
~ ATT'ER6ERG LIMfTS
W 15 ~ LL PL PI
~
e '
110
Cutve.s of 109% Saturabon "
far 5peafic Gravity Equal ta:
2.80
1a5 a.7a
2.60
,oa
90
~
~ -
o S~a 5 10 15 20 25 30 35
~
a Wp1TER G4NTEN?',
~ ~ MOIS7URE-flENS17`Y REL4TiQNSHIP
I Projeci; Larrg►►aevv
x
0
Locatinn- StaCkpile
-
~ JW1ff N[3Ft7HWEST Number: c-70-sO00542
-
145
140
135
Laboratory ID No. 6831.0
Description of Material Import Fill from South of Project
Rock Comected -130.5
130
Test Method ASTM D1557 Method C
125
TEST RESULTS
Maximum Dry Density 126.1 PCF
120 Optimum Water Content 9,1 %
~
~ ATTERBERG LIMITS
W 115
} LL PL PI
~
0
110
Curves of 10096 Saturation
for Specific Gravity Equal to:
2.84
105 2.70
2.60
100
95
90
~
m
~
~ 850 5 10 15 20 25 30 35 ~
~ WATER CONTENT, %
C4 MOISTURE-DENSITY RELA►TIONSHIP
Project: Longview
a
~ Loca6on: 3rd Lane STA 14+50
~ JWTJ NORTHWEST Number: C-70-S000542
~
PFZC]dE CT: ~,%9r1 ~ 1~' e `~r-.~ •
F'ROTE, CT No.: i 71' -2-
REPf3RT N9.: 4' 9--
~Tj N~]RTHWEST DATE:
, k; TECH: /-_,~s,
- 3628 E. FERRY
SP[]KANE, WA 99242 C4IiiCRG+ TE SAMPLING AND 'I'EST R►EPUR'F
(509)534-9711 Fax (509)534-9755
FIELD nATA BATCH nATA
cOxC"TE SUPPUMR InM xo.: 37_ 0-7
nATE oIF sAMPLE rAUCK Na: 2-05-
TVU (}F SAWLE 7'ICKET Nn.: -Z246--~ cI
wFATBERrrTM snCKS cEUMr r c.v. r5
ssAWLE rrPE C)~Z~E cIEMErr -t
STRUCrURE TM ~ ~,6-v
SAWLErr.,OCAzzox _t-°j EMMACKKENr Tnm q ; ,j-5
_ AD?MTUREs 4jZ0^qLj 7q 0-3
3Y}TAL CU131C YekM PLACED ~ MA7i AGGREC~.Ai'lE SM 7/4 ft
sAMrU rMCM FRoM /,0 V c.r. or HATCHwATER(las)
c~rt Bo= Ur,. waTER:CEMErrr RATIv
rror~ ° c'c,~~,~ )-S'L6L nESIGv STxENG-M
V ` l' 11.:lL1+ 1 E~~ING DF7TA
P
1 rrt71 RESV L 1 A7 i7PEri-Fa ED ~ALV L' S
Yaee-~'~ ~.•JGIt~'0.~. ~L..
s~LUMEe (ira in.) [AsTM c 143]
cONCRET'E TIEMPERAzURE CASTM C 10641 6 1 ° S~- ?00r-
. AIR CONTEN7' (0.1 °lo) [ASTM C 23 11 ~
WATEIt Al]DED (ga1) WATER.GEAIENT RATIU
~ORATo~Y TIESTING DATA ~
~ ~ATE TEST SUE ARFA TOTAL STRMa~ ~ BRFAK
ID aao. ID REc°n ~ATE (Days) (sq. In.) LvAD (Lbs) (ps1) "[YPB .
s~ 4 d r~,
_f J'~J~`~~,~! " 7`I0
r
`
sAWLED BY U)C-- e--~ CH~~~~ ~Y REVIEwED BY ~
ASTM C31,C34,C511,C6 17,C1231
0'1STUAT3\F0RMS1C;0NCR REPf]RT V2.0 3100
F'RO.1TCT ~..c7 ~5,]? '4'~
I'I~C]]13C'lry Nr~. ` &70-5Qxm•jzf-2
~i1~1'~}R`l~ Na.• `L~ ,
NORrHwEsr
TECH :`r ~~v^i,~, ~
3628 E. FEli1:Y
sPc7KANE, WA 99202 CONC1tETE SAIVfPLING AND TEST REA PORT
(509)534-971t Fax (509)534-9755
FIELD DATA ~ AATCH DATA
CONcRETE surPUEEx ~~Vi IMIX rr,: 113 p
DATE OF SAMPLE ?I/Z(I o ~UCKNa : T70
TEHE ogsAMIPLE C1`52 ~ TTcKETNo.: P IJ 7~~{
wFATrFJUrU~ _5umh,~N~f sAcics ~murr iex.
snWrE MIE t1kt -AWS I TWEcEMErT La ipa^~Q-
~
sMuCnWTrnE ~►r~b 'G U W B►Tw rNM 11= 5~
sAWLE LOCAnr,n eca %_4 ~ E" nACFMUfF rEM 04) 04n
cL~- ' ~ AIMEUCrURES -it-A k~vn
"i"O"1'AL C.UBIC YARD3 PLlICED lq ~ I MLAR AGGRECA`l'E &IZE ! ~yh "
2!a 8
sAhzPr.E xAKEN FRoM 4 c.Y. or 70° IBATCH wAxEu (lbs)
Can Box I wArEx:cEMEnrr RnrIcr
rtfltcs: ~ oESrGN sMrrGTII
~ FEILD TESTIING AATA ~
TEST RESULTS SPECIFEED VA:LUES
SLUMEP (114 in,) (ASTM C 1431 51 12
CONCRE'I`E TEMPFRATURE [ASTM C 1 Or4I 72 Ott S-. ^c1 oF
AM CONZ'ENT {0. 1°/o} JASTM C 2311 4_ 3 7e, ` 7-5- -2a
WAnR ADDEA (gal) VJ
WATER;CEMENT RATIp - ~ S .61
. LABQRATORY TESTING DATA
r.AB FIELn nATE TEST AaE sLZE AREA TOrAL sTR13N~~ ~ BREAc
m xO. rD REc'a DATE (DaYS) (sq. 1n.) Lorw (rbs) {psi} TYPB
7 9VrZLcR-.~~ 77,~Lro
SANG'LEl] $Y^.-{ CHE6KEI3 BY U-VfEWED BY ,
ASTM C39,C39,C511,C617,C1231
0:IS'f'i11.Af31f70RM5100tdGR REP0R.7' V2.0 3100
T'RLO.1EcT: C:-76-.
PxvJEGZ, No.. Looqc~ ~ eCA-D
gZ}:PQItT AIo.: 77_
NaR`~FfWWEST ryDATr: ~12Ib r
~'T~ l l~lrH.~T F~l Jr7.~~4
` 3628 E. FERRY
~ SPoKANE, WA 99202 C()NCRETE SAMgLING AIYD TEST REPORT
(509)534-9711 F~ (509)534-9755
~ rIELD DATA , gATCH BATA
c:oNaRETE srlrrUM L e'4rat pet NLIX NQ : 1V
~TRUCK Ne : 11~
TEWE aF "Mf,~E rICKEx No.:
wEArIWVTEhoa SAcKs tF3fEr+tTrc.Y. ~ • 79
sAMPrETYK TnWTF.AG -1 sMvCnMrM mum mm S: 49
sAMMrELor.sTIOx q 4-V Hvn NACEMMr rM 7: 3s-
AnMnmmm hl G A- Fr. 9o 98 0e,
'foQl'AL C]&IC VARDS FLACED ~ C7 ~ MA7L AGGREGA1`E SM ~J~e~ /1
sOWLae TAMW FROM --!,o C.r.of 3rs ~ RATCawATER(lbs) W0 1bs
czre So: ~ wATMIcEWMr Itn170 Q.I `1i
Ai'ota: ~ DESrG1V' S'TRF.NCTH ~ ao 0 P~4~g ~F r} C] y S
MELII TESTING VATA
TgST RESULT"S SPECEFMD VALUES
SLLW {114 in.) [A5TM C 1431 - Y-2
CONCRETE TE1VIPERA.T[]RE [ASTM Cl 0641
AIR CDNTEN'I' (0.1 °ro) [ASTM C 2311 I.C)
WElTER ADDED (ga1)
WATER:CENiENT RATID ~ • ~
~ . ~-OUTORY TOT.I~1G VATA
LAB FMLi] I]AT'E TEST AGB SUE AREA TQ'i'AL snumom TECN BRF.AC
m xo. rm xEc;m DATE (Dap) (sq. In.j i.,oAn Obs) ,(p5) TYPE
~ gyft 2.6 10V716' 37-70 cmv c~
j
7/2o fi3Y~[r~r ~q 2.~~
- r
5AMI'LED IIY CHECKED BY VC~L REVIEWED RY hT74
ASTM 01,09,C511,C617,CI231
Q:LSTIIT.AT31FOItMSlCC]NCR REk'C]itT V2.0 3100
145
140
135
LabDratory Ia No, 6831.0
Qescripbon af illlaterial lmparE Filf from South af Rraject
Rock Garnected -130.5
130 Test Methad A5TM D1557 Methad C
125
TEST RESUL75
Maximum Dr]10en5ity 126.7 PCF
120 Optimurn Water Gontent 9.9 %
~
~ ATTEFtBERG LIMlTS
W 115
~ LL PL P!
~
a
11 a
Curves of 100% Saturation
#or 5pecific Gr$vity Equak.do:
2.8[!
145 2.T,p
2,fiD
100
85
~a
~k
T
8 0 5 10 15 20 25 34 35
~
~
WATER CAWTEhR, 96
" M01STURE-DENSLTY'RELATI+DNSHlp
~ Project: Langview
a
~ Locatioro: 3rd Lane STA Z4+50
~ JWTJ IVORTI-IWEST Numeer. G,70-SO00542
-
I~AZ3OItt~`~'C)I~~' It~~"~J~~'1' , ilTtOJF'C:l' Lc~,M,c? v:~-
'OL
,~F NC)RTHINEST 1lIoI.~'T'URIs 7J~~LNSIT~ PJZ~3]L;CT Ni,~ML~it~"t:
362$ ~.AST f•f~:Rf~Y c- '70,
RrI.A Z'IoN
5POxANE, wA 99202 AsTMD15571698
(509)534-971i fax (509)534-9755
AA~;i~<~'~#
. .r_....._ _ . . . ~ - ~ ~
Ci e ar~'~~~vA L ~,OCaTIor4r ~ r~ La ~ ~ r y +~v s~~~,~~ ~.o~ ~ Q~~r~
. . e~ - _ - - - - - - - - - _ ~
TESY aATA
STJWOqRL1 N 7EST P
140 ~n^T N0. . . 1 2 ~3 I 4, 1.5
.
MOIS7l1RE [ONOITION 0
%VcHY Or SotL & MvW r7
~ 13 117 ~ 1,1. ~,1f7-91 1
4~ - YVEIGHT - MOLb I I
. . . N ~ . . ~ .
riEr WU wDQiT sc,iL N io- j6]!c,_-3jjta.22 j6.o~j .
NEt DRY WEIcH-r sfuL 1932 I 4_9I619• ~ ~
' M OF MoW . a76~
! DRh'. ~~~lY pcf 1~6A (Ia.l
' PAN ~ N _ ~23 e;~~~ ?21 1. ~2:rtd
wET Wr, cF WL & TnRE I.-qq6o J-`M4.414t;_1.9130
DRY IH'f. OF SDtL dc TARE j.j'?soj1199 o
. YIEfGHT - TARt ~ I.1.~~a~ ~~~.~•~~r~
~ .
WEIW$ WATM I.ale> I•o1i?fl.oa t N,02(.s-I .
_ WDG-iY oav soIL
INI ~ MasTla~ X OP QRV Wr. 1'o A I ~-~T ~ . .
7tQ
ASS
~ ]6 PAMNV 3/4
X PASSIHO J4
~ MnMMvM adrSIarY 12G- - Rcf
~ OVnMuti MOisn~RIi q-J ~ -
. .
i
vs-
s~►~m~ .
~&vj e c~
m •
BO
p G' 1d 65 40 25 ~J SS ~ ~i9
- M0! Si`1J1R E (Y. 'OF DRY VtifElf`aHT) -
sgnsr~LF-D BY• TEs~'LIo BY:~ cEiccKED BY:_/) C'~ pEVTrwEo 13Y: `
. ~
145
14fl
135
Laboratory ID No. 6611•0
descripton of MatenaE CSTC - 5p9kane Rock
9 30 PraductsfAFrway Height,,s
Test MetFaod ASTM D1 55T Method C
925
TEST RESULTS
IVlaximum bryDensity 13$.7 PCF
1 28 [3pti6num Wa#er Contenf 9.2 °Ja
~
~
~ ATTTERBERu LlMITS
u~
~ 115
0
~ LL PL PI
~
a
11U
Curves af 100% Saturation
far Specific Gravity Equal ta;
2.80
105- 11 NiVINFAX 2.T{}
2.64
100
95
9o
~
c
sso s 70 15 20 ~5 30 35 -
~
~ YVATER GOHTERfT, %
~ MO15TUiiE-DENSITIf FiEL14T1ONaHlP
~ Project Longview
0
8 Locatinn Tschirley STA 17+00
~ JW1 AF NaRTHIIVEST Num'her: C-70-Sfl00542
~
' NQf~~'~~WEST J.~A~~C37tA~t'nTt`~T ]~~.rr0Ia•J' ~~RoJr:c~~ : , . r~.
RSfJisTF]PJ~'DLNSITY pRoage~~-NUm
3628 LAST 17LTtRY ~}2TJ~..,4 Tlo N 70 • ;~~~?C''•~~I-~ . ~
spoKANE, wA 99202 SUI698
(509)534 47'31 faac (509)534-9755 ~ . ,
r IACAT~4H ' - SAWTE IM # 6 do DATf3
TM QATA '
3
~ ~ .
HO "~i
4~f • '~w ~-F a..., K '
• ~ 1~ailm ON"ON 4-4
yam or OL di UOLD ~a.r 5~75:E ~33~ ~;iF.! ,
6,~#i 4?fb
w~rr.
, ~ • . ~„r t
~ in fbow $a Ir 3`►L If, 3~
• ~ MY SUM O. lo,t65 (o,3qy la,i'Yi ~
a ~ ~ • ~ ~ - r
e • n
. ' '
~ ' ' g ~3i, ~ ) ~~5, fp I ]S• ~
~ PM
...r d,
~ y~y~ ~~p ,~r. _r .
~ r ~G` 'w!. 1 /{R" ~YIL. ~t ~~1I{~ ~+y .ar' J~G~~r`f ' _j36_,C 'ploq
VITi. OF SOQ. dC TM 5'►3t 'ic~~
TAM
na ~ iDOW II1IAft zir. -7 '?xb. Zq, 3
VIV SCL . 411.1. -1K7-~
~ mIXwuwx at D[tY
6,1
~ qr .,q C." R~
~ Orw QAW Bp~.Se_ - C
PAM~ 3/4 1` 0 0 ~ v -
I ,
_AA X p~LJ~NO f~' • .
~
- UAW= 9 7
OPIM umw~~-
.
• ~ y.4 ~
~ .
~
i X,
. ~
~ ~ -
. ; , • ,
.
i
t
i-A
o t 1~ #a 7s 8s
~ MvISTURED,' Oi° DRY WEIGHT)
SAMPr Un Dv: FIsIMo nx:,&~ /9!~ cIIECx.saD DY: R13vI13NvP-n Dy:
U S_ SIEVE []PENING IN iMCHES p U S SfE1fE NLIMBERS I HY[]F2OC1+lETER
s 4 3 2 15 1 7r2 3 a 6 s 10 1a 16 aa 30 aa 50 sa 700 ian 2Dt1
~s
100
95--_ ~_----T~~
B5 I.~----- -
80
i~
75 - -
p0 --I ~ ----=I,I i ~ I-~--- ----T ~-•------I
g5
_ ~I ~ I; - ~
- I ~ v__.1
~
~ 50_
LL _~..~-I I. I- ~ I I----- - ~ - --~...v~
ir 40
m
35
30__
25 ~ - ~ I I -----f I.-----, 1
20
I
C I I~
_ -
- 15
10 - I ~ -__~---f~ C - I I_.___ •
01
140 10 1 0 9 ❑ Ot 0.001
GFtqIN SIZE IN FAIlLfnAETERS
GRAIIEL I SAND SILT C]Ft CLAY
{GOBBLES
caarse ~ Tm ~ coarse I medtum I fine
5pedmen lderrtificatian I pescdption oF Material ~ Lt ~ PL ~ Pf ~ Cc ~ Cu
~ 698 1.0 I ACP Class A- lnland Asph,alt 1.89 137.17
I ~
m I LL,tmit A 1.0 1.66 I20.53
I • ~ ~
I ~ 1,33 136.8T
,&I U Limit R 1.0
I
I
Specimen identification I o100 I oSo JD30 I aIo I%Grav$l I%sand F%silt i %cIay
• 1 698 1.0 ~ 19.1 ~ 4.905 ~ 1.10+6 ~ 0.132 ~ 40.8 ~ 52.1 ~ 7.1
~ mI LLimit A 1.0 ~ 19.1 ~ 7.023 1 2 ~ fl.342 ~ 51.3 45.7 ~ 3.0
I 9.i~ I 3.736 1 0.712 I 0.102 I ss.s 59.7 7,0
~-l vLimft►~ 1.0 ~t
F d
~ ~ I I ~ I _ I I P
~ GRA[N SlZE DISTRNBUTiaN
~
Project Langrriew
tocation: Tshirley 5TA 13+50
=
~ JVTj NaRTHINEST raumber: c-70-so00542
~ ~
LABOIZATORY REPORT PRo.TECT. _fW
~r
►~77NORTHINEST TES TNAIVlE PROJEcT NUN{BER:
3528 LAST FERRY A.STM C136/AASHTO T 27
SPCIKANE, WA 99202
(5091534-971 i fax (549)534-9755 WSDOT 9"03,8(5)
, _IACATIQN 1 U { ~ 4-Tb SAMPLE LOG I)ATE
PREWAS~ ~ ~~STWASH
TARE I.D. TARE I.D.
LJFT + TARE P 177, ,V DRY + TARE 110402. S
ARY + TARE TARE
WATER DRY SOIL 1q .3'7. ff rARP wa5HOur WT.
DRY SOIL. 16_ei__- 3
MQISTURE CONTENT
TOTAL WEIGHT
ACP-Class A 3/1'+ 31'4'-WET 3/4'--ARY
FACTpR
S1EYE WEIGHT RETAlNE{7 CUMU6ATNE %RASSWG SPEGIFlCAT1Otl
WEIGHi'
I +
~ ! I I
3/4' (19.1 mm)
I I ~ i
1/2• c12,7 rima
3/6` (9.5 f'1m) 7rJ'C,~`!!.V.
1.4• (6,35 z- 7[P.9 i i55<2EZ
NO. 10 (2.0 mm) ~ CrZ8. 8
~ I
NO, 40 (0.425 mm)
1 I I ~
NO. 200 (0.075 mm) ~ 137• a
PAN PAN &
WASHOUT
SAMPLED 13Y:-7-7 TESTE-D i3Y:C'Auv CIiECKE-D BY:X'~ _L RGVIEWET] I3Y:
oASTU.nsu=orcMsAcn Y 10 sro 1
'
Nrl NQR7HWEST
' ASPIffALT RTC'E UENSITY TEST
ASTM D2041 1 AASHTn T 249
DATE eg--S-6f
PROJECT NAME PR+D TECT NUWER C - ~ ~ ~ S~v z
J
TYPE oF MoT[IREA ,
5UE OF SAMPLE ~
N[JMBER OF SAMPLES 1
-
TYPE OF CON'TAINrER _(curcle vne TYPE A,B,C,DV Qr F)
TYPE []F PR4]CE~3URE_(circle ane WEiGH~` Il~i WATER~M GH I' d[~AIA)
A MAss OF sAMPLE,
g MAss OF cataTAINER, ~z ~ .
c MA55 OF COVER, g.
D MAss OF coNTAINER + covER + wATEx {FULL}, g• 7 Lfs-? . z
E MAss OF QorrTnINER+`SAWLE # wAMR, g• 8(0<5 i.►.D
F VCILUAdE OF CCIN'TAINER, cm3 1W. 1
G VoLUMF? OF SAMPI.E, cM' r ft3. 1
H nErrsrrY OF SANPLE, cm3 r ft3. [A,1{A+D-E}] z lql a
~
TE5T PERF(]RMED AT 25°C +1.7 ar - 2.3 °C (+3 ¢r -5°F) nv can-ectian nee{ed. 5ee ASTM.
VtiLUVIE OF CCIN _TAINER =
DENSI1Y FN PCF (fta) = DENSITY AT an' x 52.245. (62.43 X 0.997)
RELY3RD DENSITY TQ 0.(l0a c~m' 18a
NOTT~: ~
'CESTED BY:rtA,ll CHECKED P.Y: 0( ~ REWIEW~~ BYAJ../
' U15711F~RMS
S'TI NORTHWEST
II'+IISPE~ION LOG
PRf]JECT NAME:_L.r,)dl6 Vi E Ic•J PRm]ECT AUIBER:70 '~~~06 qa
.~9~~
v ~ 3 ~ ~ ~6-0 Pro6at,
Re~` ~rb:~~a f ~
-Qbsame~ fz,-7~~~
c~
AS ~er~+e sSm~~.~ oJ '1;w
.
~ ~ S~ ~e.rro~ ~t a~~~ 9'``~~ . ~
-7
~ ~ ~ ~ y~ ~~r~~~ ~ /~.~►fr~~,~ ,
~r6~"Q 7t 5Z7 ~ ~ ~
~--L -
lz_ A67 Ji
IlVSPECTION TYPE: C=CnNCRETE D=DENSrTY I=]NLETIl]RYWELL M MANHOLE P=PRE55`[RE TEST
SS=SEWER PIlaE S=STi URM SE`UVEl,t W WATEFt PIPE
; . ' .
STI NORTffWEST
1NSPECTION L[)G
PRaJECTrrAME: C...a A C, Q t tW PRo,rEcT NUMBER: Oc>0
YA
flPL
14 E5 tr 5S ex s' B~,aJ.
f~7 R
/'rj ,1ryy ,q r O~ L ~ ~{E C.~ q►
k
TC1 , S-~
A.1
TC)
T61
IlVSPECTIaN TYPE: C=CC3NCRETE I)=DENSFTY I=INLET1DRYWELL M=M4NHOLE P=FRESSUFtE TEST
SS=SEWER PTPE S=ST(JRM SEWER W=WATER PII'E
:..b j
~NSPECTLGi;i
_ .~r.i~'.ti;~;~ J~I~ ~d[1~'.; v . _ -17~171, tIi aCV' NT-I7l
. Jk .•.~~r. _ .y ~ ' 77 - 1 -
. ; ~ ' ; ~w,~~~ ;k t ~~~y `.T3EFIC~;t:~r ~ ~ y
~Q~ ~ '~I'i 1 ~
~ . ~.7-J~~~ S{'~~ 5~ . ~~,y,.l S ~ „y ^ ~s~;•. Y'~' T~t 1 , i F:.• `v'~'h^ •Y"•~~~, I'`. v"- 3'_' c~' J ~ • { ' ^3~~ `v j, p ' ''tr'1^ T ,
W i
Vrl~~1~-.L~~~~:~"',,~~~ '"aEr..~p • x.~r~~ .~a ~
• ~`J: : d.. ~ ~.a- _
..'s•~, ` 1"~ . i, c.' • , - ~ ~ •t~ ar`~. '6~'~~~ L_-'>~$ r.~~~ ~ xJ ~ ~
t ~ ~ . FF' r} r~- - ' ' - .ti ~~•,r ~;~,.,~x
._....,_.'-~r .~a = ~=Y_~-~~~~_-~_ ~j - _ ~ _ _ _ . _ . r-- • •
~ -•',i ; : " . 1 r + S f I' ~ .:SC~," ~,~C S `I = " e - .
- • .It..., 6~..-..-n-_ ..__~Y~~ J^•~ . u.Y~f-,°.'_E+_ y~_ _ _ ~ ' _t` .-"..-T-_~_ ' ' ' „ ±
Cr
=_T-
+
~ ~ ~+~~a1~..- ' ,~-r._. • _,r ; I I.,_ --,i r_= =~~a-. i~_ - - , _
, .
~ •
.
.
.
. ~
,
, _ _ • ,
-
• 1_ _ , ~
~ - - - ° - - - - -
,....,.»gYf O~L ir ~ ~f~ ._~._..~...~V{ " ` ' _ ~.,.3-.,.-r~~~~a _ __.,.L~~~Y_~`_-{: ir~-'r° ^ „~C'..t.s".".''~~..'"'~~ µ `~s~'s.-- t~, ~,,,,,~'-_.A-"_:.-~ r~~ - _ ~ ~ I~ _
E. C=C ON R Z. a'E T:=DERI~~ITY I ,!=iai~~i ~1 :.~i' - ~'=ti.:
S=S k''CRi!4SEWI.R VV=WAI2Ft. ~'AP-F--
. - i. ,
STI NORTHWEST
IlvSPECTIUN LUG
PROTEC':t N.AME: Lrj. ~V LES:kj pRDJECT NUNIBER: C,-4Q SCM~2..
?a . ti ~ . R"Xw+~~R
7/*~ Tr~ . 3~g;'oj-- sa Pmp t ~ ~ (,P-
. ~y~
~ +I ¢ ~
C•+'i S f 1.Iry~, ✓1J~, ~ 1 Y!~@ ! +~I I t d'
S'P✓w ~V
`'.j
r ~ a ( ~ ~ 0,L 5 ~ C- ~
~ I~ o q ~ ~ oLwe k _f j
~C~ 5$ R1 '~J~
o-r
$/~~L 3,7 0
,
R1 nfC'J 4 D TC] V1
C,.
RlAxy6r ~ Dr
~
L3
~4 1227
k- ~ LA5 f~-~ ~~`oS5 q
TNSFECTIC)N TYPE: C=CC3NGRE'TE D=DENSTY'Y I-IN]LETIDRYWELL M=MANH[]LE P-PRESSURE TEST
SS=SEWER PIPE S=STQRM SEWEEIt W=WATER PSPE .
~~~THWEST
I.vSpEcTIorr LOG
PROrECT NAME: PRO:TECT NU1VBER:_~,-2-0-lf~C-~,~4?-
4 7
7/17 4`~ 7tl
I Zi'i P,~;-
- ~
INSP£G'I'I[JN TYPE: C=C(]NCRETE U=I3EN5ITY I=INLETIDRY"WELL M=MAr3HC]LE P--PRESSCJRF- TEST
SS-SEVV"ER PIPE S=STC3RM SEWER VG'=WATER PLPE
Sly NC3RTHW~ST
, DAILY FIELI3 REP(3RT
Proied lrfonalion
ProoCt Hame: []ate:
LQngVIeW 5/9ro1
Project Na.: Repurt No.:
C-7MOO0a42 1
Weather Arrival Tme; Qeparture Thme:
SIlnfi]I - $5° 00 2:15
C;lwnt; Lncal RepresenWve 1Oone nmter
Tamlinson Black Mike Hume
GwbuW CmkacWr: Sife Repreaent*m 1 ptm nffnber
MfWCIt'clln I;f$St R0n Soho#
SubomdscFnr STI Pm]ect MMW 1phmm numbat
Br,[ce Howard 5M34-9711
Page No, at
1 1
Mxpw and EciWpnert Used
(2) GAT Excavators, (1) CAT Laader, (3) C?peratar, (2) Labarer
- Field (bsenralars
Arrivod a# jobsite, obscrved excavation af mainline sewer trcnch dn 2~d Lauee at ST'A: 10+00 ta l 1 +00,
ALsp, bac~'iII for side service an lat F aff Carbin Lanc (S7`A: 13+65). Picked up sample af natiVe
material used fpr haoldfill, brought back to lab for proctor.
/A~
STI Fi ld resentative Contractor's Representative
His naWWMMo KFBOMaMENvnAREra RE MMEREDPRELNuvnRr REYiEM AHI7 &iGNEb BY TE
r.l STI 0ON5TRUCTIdtV EHGNEER ANpI(~t $TI
-
Revie od by L3ate STI ProjectManager Date
I
Camespondmg Qafeiency Rwrt Ho.
ST1 NORrHVVEST
DAILY FIELD REFDRT
Roped Nam ~
~ P4WM Na. ~
~
GlDMO054~ ~
~a AMA Tirm ❑eperfue Trw
9r30 10;00
C~ L~l pFac~se nrrb~'
Tamirraa[1 F.hid( Nike F#.rr~
t~ir~r~l cor*adm S~e ~ ~ ptroria rR.rrf~r
Mmta1nG'k3st Rdl Sdhott
sbowbvft sn PW KU'OF' 1 p1nne nrrW
Bnm tiauad 5096348711
Pam Ni cr
1 1
- N3rpUWand E4iprmt Ui8d
(2) CAT Excavators, (1) 950E L,oader, {1} Ton1 Truek, (2) Operator, (2) Labarer
~
~ ~hsen~ti~ns
Arrived ansite at Cantraatats reqruest. Observed pvrtian nf SS rnain trench eQCeawation severat hund'red
- fed of trench ga#tiag som8 backfiil placed back in it oVer SS main. lZoadway areas have bew graibbed
and senric,e lins nnarkersJstakes in piace. STA: 12+25 - 12+50 on 2"4 Uane.
~
~lp_y ~1►.-r.,,.
~r 1r.
tative Contractar's R~s~tive
STi Fiet1drmer
MnDaE~Mn"EMeeoMMFMPMnnrwtruNM Re"JVXws0W5r7K
►M RaWe
5T'[ oxmmmaH 9amm3wdbR 5"n
viewed 'hy Date S`I1 Projact Manager Date
I
CWMPXdOg DSrK)erD/ P4W Nm
I
S17NORTHWEST ~ -
DAILY FIELD REPORT
Proiect Irdortnation
Project Name: Date:
Longview 5111101
Project No.: Report No.:
c-70-so00542 3
Weatlm Artival Tane: Depature Time:
Sunny - 70° 12:05 1:30
qieM: Lncal Representa6ive / plmne nurnba
Tomlinson Black Mike Hume
General CoMractor 3ite Rspt+esentaWe / pfane number
Mountain Crest Ron Schott
Subcon6wdor STI Project ManW 1 phone number
Bruce Haward 509-534-9711
PaAe No. of
1 2
- Manpower end EQuipmeM Used
(2) CAT Excavators, (1) komatsu Excavator, (1) Water Truck, (5) Operator, (4) Laborer, (1) CAT 966F
Loader
- Field Observations
Arrived onsite at Contractors request. Perfarmed (2) density tests at STA: 11+25 and 12+00. Bacl~'ill
has much large rock 3 1/2" or }arger. Diffcult to prepare test holes. Many voids due to large number
of rocks. Both tests failed with assumed proctor. Probed trench line from STA: 10+50 - STA: 13+50.
Material was firm aad unyeiding whe,re probed on Corbin Lane.Waiting for proctor curve and rock
comaction to compare with test results.
n
STI Fie epresentative Contractor's Representative
THIS DOCUMENT AND RffERENCED ADDENDA ARE TO BE OONStDERED PRELBdINARY MiL f~YIEWED AND StGNF.D BY THE
STI CONSTRl~fION ENC~ER ANDIOR STT ~~,l~WAGER
~~816/ V
iewed by Date STI Project Manager Date
I
Corresponding Deficiertcy Report No:
3628 East Ferry
Spokane, WA 99202
W,f MoRTWWEST (509) 534-9711
Fax (509) 534-9755
1. : `)RT UF FIE LD. CC1MPACTION TESTS
Date: 5111141 Froject C-70-SO00542
Client. Milce Hurne Project Description; Consttuctian Testing Serwices
Tvmlinson Black Nosth, Inc. Lorgvierv
$205North DiwtSlUri StiW Spolcsne, V4isshingtC7[1
5polsane, WA 99208 Field Report 3 Fage 2 of 2
Dcnsitp Std; 49989 Moistur-e Std: 10518
Techacian: Aamn Graham
~ L]aie Locatin Dcp$ aaGw wct moisure % rky matww rer=a Pwor Mca qr [Yr
TC9 sa mcmmtkm vca6r ~ ~ ~M No.
No. , Corbin LaQe tPUr
i~ sri 1ro1 sTA: 11+25 3' I131.2 1 8.4 I11s.~ 88 F ~
a r5/11/01 I' s~'~a: 12~ 4- II 128.9 1 6.6 1 120. 1 89 ~F
~ I I I I I I I
I I I I I I I
I I I ~ I ~ I I
I I l ~ 1 l I ~
~ I l I 1 f I l
X Nuclear Method ASTM D 2922-% SUndard Proc#or ASTM D 698-98
Sand Ca~ Methoi ASTM D 1556-96 3C Mddifed Proctor AS'i'M D 1557-98
~ Amtm r ~Swvl* ig Dm-iO- um GPL mff. n~~
moist= ftasiw
1 ~Assumed I 134.5
I I
L ,
1. Fi11 P. Test Re.su1ts ConQply VV"ith Specifir.ativns.
2. F. Test Resu1ts Do Not Gomp1y With Specifieations.
'ACO'L'US:
~
WTJF NORTHWEST
~
DAMY FIELD REPORT
- Proiect lrfnm,aUan Project Nazne: Date:
Lon9View 5/14101
Project rro.: Repi Nm.:
• C-70-SO00542 4
we~ ~ Tne: Depatr~ Tffne:
Rainy - 40° 8:55 -12:45 1:50- Z:30
aist &ocal Represerriafive I Ome nvmbw
7omEinsvn Biack Mike Hume
Gerveral conbwbr site RWwerWim ! pnom number
Mauntain Crest Rvn Schott
Subooritractoe STI Pmject Manager! phone numbw
RrUCC@ HrnNard 509-534-9711
Page No, of
a 7
r- Mmpower aW EqLApt,eni usW
(1) CAT Excava~ors, (1) c►~~ ~xcaVator with sheepsfoot, (3) Operator, (3) Laborer, (1) cAT 966F
Foader, (1) Foreman
FWd Observagm
Arravea onsite at Cclntractars request. Obsmed two aectians of24" SS main placed on 3`d Lane STA:
16+25 - 16+74. Bedding arnund main vvas comAacted with air hand ccrmgactor. Sides vf trench were
slopeci at 45° angle with firench box in use. S5 main s.anunectivn joints were seated wifh eccaVator.
Pro68d trmch ~~e on Zad Lane. Firm and yeilding. Manc1re1 and air at 1ViH 15-16, 172' at 14 rninutes.
S" SS main st 4PSI he1d. Line was clean and firee nf debris.
n F
5'`l Field ~entati~+e Ccsntraatar's ~teprwsntative
TFp$ _~lI~ENf AkD REFEREH[7E{? At1flEltDk ARE TO BE 06HSIDERED PFiELIM[AL4R'~ F4fll REVIEWECI RNp ~iG+tED 9Y THE
S'l'I OQHSTRICTION EIGHEER RHLdOi STl RR7z,~ GER.
I ~!'Cs/
~ ~
R iewed by Datc 5' Projeat Nianager Datc
P
Garrespanding [)efidency Report No:
STI NORTHWEST
A ,
DAILY FIELD REPORT
Proiect Irtortnation
Project Name: Date:
Longview 5/16101
Project No,: Report No.:
c-70-so00542 5
Weather Artival Time: Departure Time:
Cioudy - 45° 7:30 - 9:00 11:45 -1:15
CIieM: Local Representative / phone number
Tomlinson Black Mike Hume
General Contract,or. Site RepresentaWe I phone number
Mountain Crest Ron Schott
Sutxontrac;tor STI Project Manaqer / phone number
Bruce Moward 549-534-9711
Page No. of
1 1
- Manpower auM EquipmeM Used
(1) CAT 345B Excavators, (1) CAT 235C Excavator with Sheepsfoot, (1) Case W30 Loader, (1) CAT
966F Loade,r, (1) Komatsu Excavator 200LC, (2) Tool Trucks, (1) Water Truck, (4) Operator, (4)
Laborer, (1) Foreman
~ Fietd Observatim
Arrived at jobsite per Contractor's request. Observed backfill on 3rd Lane &om STA : 15+00 - STA:
16+50 probed SS main (18" main pipe) in areas between stations listed. Very firm and unyeilding.
Also, observed several sections of 18" SS main being placed and seated by excavator from STA: 18+75
- 19+50. Pipe (main) also had clean hedding placed and leveled with trench sidewalls cut and angled at
45°.
~ /1
. ~ . . '
1
4"
STI Field entative Contractor's Representative
THIS DOCUY(EM IWD REFERENCED ADDENDA ARE TO BE CONSIDERED PREUMINARY IL REVIEWED AND SIGNED BY THE
STI CONSTf~1CilON EI~IGMEER ANDIOR STT CT GER.
4ewed 'd~ a ,l~c Date /TI Project Manager Date
~
Corresponding Deficierzcy Report No:
►,VTJ' NORZH►nrEs-r ip
DAILY Fr~~D REPORT
Froiect ln€ormatian -
ProiW PEame: t)a1.e:
Lvngview 5/16i01
Fmoct No.; Report Na..
C-70-5O00542 fi
Weather Arriva!Time: RepartLire Time:
5unny - 65° 10:50 12;15
aimt: Local Reprasenta&e 1 phm noftr
Tomlinsvn 61ack Mike Hume
CAmrw Omtradtor. 5ite Ftepreswtaffve 1 phane numher
Mvuntain Crest Ron Schvd
Submntadw sn Proa~d MarkW I Oine number
B[llce HOWat"d 509-534=9711
Page Ha. a6
I I
- Mmpoer and EqulpmeM lsW
(2) CAT Excavatars, (1) Case L,oader, (l) CAT 965F Loader, (4) C3perator, (3) Lalorer
- FM Obsenratiors
Arrivecl at jnbsite per Contrscar's roqucst, ()bserveci (2) sections of 18" 5S main placed at STA:
14+50 -14+74 on 4" Lane witb clean bedding campac#ed araund Pige. pipe vvas seated rvith tight Ft
by excavatvr hucket. AYso probed areas hetween STA: 17+[]0 - 19+50 on Manifold Iane-cxV..
~
...r -
~"~'I ~'ie1d F~ rasentetive Contrac#or's Representative
T VEr nNO REFEFtENcm ADaEr+on nFtE ro aE coHSDM ~uMn~r ~+~a ►~rm ~craED ev n~
STI L)(DWSTRUCTIaA! €PJGlNEERAHf11pR ST~ P E ER.
- - ~ ►~I c-~d~
_ viewed by Date TI Frajeck Manager Dake
Corresponding L?eCciency Report No:
- Nv~~HWEST ~
T)AIL'Y FIELD REFORT
PraW irfmrrtation
Pr~ect Name: Qate.
Longview 5f21101
Pmject No.: Repart No.:
c-70-sa00542 7
Weather ,4nival 1'ime: Departun Tlme°
Sunny - 75°± 8:25 2:55
(:lieM; ioat Repmsetfavg f phoe nwnber
Tomlinsan Black Mike Hume
C,erm-g COnb-dCtO: Site Represertative ! phcure nurn6er
Mountain Crest Ron Schott
Sv~Cantrdw STI Pmject Managar 1 phone number
B[UCe HoWaf~ 509-534-971 1
Rage AO. of
1 T
~ Mmwm and EquipmeM Used
(2) CAT Excavatoxs, (1) Case W30 Laader, (1) GA'T 966F Loader,, (1) L,ang Bed Dump> (1) Dump
Trecck, (4) Qperatvr, (3) La}orer
~ Fidd ObSerratiors
Arrived atgobsite per Conbractor's request. CJbserved excaVation vn Tschirley Road for 24" S5 main
connecting a# existing MH 1. Also, obsaved the coring in NH for SS rnain and junctian boofi. SS
main was smteci with excavator. Compaction araund SS main with clean bedding was witla a powder
puff. Hackf"ill ofdreceh will aontinue tomorrovv 512VO1. Sil€y Urhausen of Spnkane CouMy on site.
0!=
STI Fie1d R entative Contractor's Represertative
TH15 Wvmw AHQ fEFEREM A[3DEFlDA ARE T0 BE OONSE6FRE0 PRELlkIINAiiY UHTIL REifIEYYED AHil SK'iIdEA B'+' THE
STl L'bNSTRUGfIOH EHCi+lEER RNDIOR STI ECT MAHAGER.
R rewed 6y Date STI Praject Manager Ilatc
~
CnRes,panding Deficiency Fteporf No-
,V77 NQRTHWEST ~
' I)A~LY FIELD REPORT
- Pmw infarmahnn P[oject Nam: Date:
Lvngview 5i21101
PMIW Nv.: Report No.:
G-70-S000542 8
wemm ARivak ihe: Dapartum T'rme.
$LIIIFIy - $0°t 9:00 4:30
C[ienL iocal Repmenlare POmm nunta
Tamlinsan Black Mike Hume
CeReral Contactar: si#e Re{mscntUue rphoe nurrW
Mvuntain Crest Ron Schott
gubcmbaoW STI PmW Hanager1phow mimber
$ruoe Hrnvand 509-534-974 S
PiKp Na. of
I I
- Mmpom aM Eqmpmerc uwd
(2) C►4T Excarraiars, (P) Komatsu 200L Exeaaator, (1) ~ase W30 E.oader, (1) CAT $66F ,I.oader, , (1)
Long Bed Ihtmp, (1) Dump Truck, (1) CAT Cp-553C Vibe Sheepsfoot Rotler, (2) Toof "1 mck
- FW ObseIvatim
Arrived atjobsite per Contractaes request. F7pon axrivaL Ccantractor was diggirxg out bottam 113 of
tmoh 6oac. Bacldll amd c.ompactivn had just bepn amund exist~ng MH-7 0n Tsc'hirley Raad at S'TA:
19+90. Secand swtiort of SS main in pl= upan arriVal. Type of S5 main pipe is PW pipe 24" l'VC
soled walt storm drain serfes 45IDR35 E38 G#4. Taccavati~n is slvw due ta eacisting undergrvund
utilkie.a crossing road. Also, #rench cawes in. Compactian was regulsted by water being add'ed whil'e
sheeWoot ws.s being roffed nV$r p1awW backfi11. Gas Valve brako due to car+e xn tutder asphalt around
valwe. Avis#a rep. with Gontrac#crr p1ugged ogen end of va1Ve with cap. Material under gas line was
csompaded wich hand vhacker and ckean sand fnr 6edding was usel. Alsa, cave in a# S'!'A: k 9+10
hroce buriod phone fine casing. Na more backfi]H this day.
Obsaved backf'ilI ower 2 servim lines at STA 16+55 RT and 16+35 LT gmbed ali areas of backfill.
Firmm and unyaiding.
.
,
5TI Field reseatatiae Contractar's Representative
TKis DDMMErrr wKn REFERErCED nuaENDnnRE rO sE OMiQEREo pREUMi IL REVIEwED nrD SIMo ar tHE
STI IXmSTRuCTIoN ErdGtVEER ANDfUR STl tAl mAEIAGER.
:5/ 23ICV
- I JRi4ewedy Date STI Prajeet Manager Dats
C*rresponding Mcency Report No.
STf NORTM'uVEST ~
DAILY F'IELA REPURT
Proiect Irdormatian
Project Name: i]ate:
E,ongview PUD 5l24[09
Project No.: ReportNa - ,
C-70-S000542 9
weAer ArEival Time: Departure Time-
Sunny - 75°t 12:15 1Z45
Cllent: l.ocad' RepresentaM 1 Oxme nsmher
7omiinson Black Mike Hume
General CaVac#or Site Represerdolke! ptone nurrdw
MoUntaiCI CfeSt R011 SChbff
5uhom#rwW 8TI Pr~ect MarraW IO►ate rtmbed
Bruce HOWard 509-534-971 ~
Page No. of
T 2
Manpaw ami Equoyent Used
(2) CArT Excavators,, (1) Komatsu 200L Excavator, (l) Case W30 Loader, (l) CAT 966F Loader
- FWd Observations
Arrived at johsite per Contractves aequest. Upcan arrival CQntractor representative stated, cave-ins are
less than before. Probed areas between STA: 18+80 & 1$a00 cm Tschirley, which was firm and
unycilding. Contractar alsa keeping backfill moist with 3" hose.
~ ~
S'~ ~ieTd R~resentative Cont~tor's Representative
THIS DM[t4lEH'f ANT} REFEREM ADDENDA ARE TD 8E OOHSIQEftED PRELIIdI Y UHiTIL ~+sAEYVED APId SiGlVE6 BY YHE -
S'CI fONST"~6OM k"T~(~JE£R AI~~OR SFREWAGER.
Reviewed 'by Date ject Matteger T7ate
Carrwponding Defiiciency Ftepoit Ho:
I
1
~
; 8 S. TSr#i1RLD' RD.
~ f i20 S. TS':.HIRLEr Fii.^+. I
~J1 ~V~p~ . h i C
F3 ~ VPL~i Vsv~l~. /~P~Y + i V~ S. 1`7~'ll4~i.L~ ~ 1'G~ V f[~iN~Gr9• ii~%1 ~ y
7 '
;Ss~R ~:a. I vREE~~;~R~, ~ i :.sSE~GR r:o.
U~ i :,ssEsscR 1,41D. ,
rC ss~l O~
4 s~ E~nc ~c 24- ~ ;~4g,
°4s0 ~sf~ ~ EBGL~ ~ ~ tiz•1 ~ n~
~ Pk
~ ~ . L t llffi 2
~ • _ ~ . _ ~st~ H"~ j-
.14
, ! ~ _ ~ ~ ~ ~ W
n m - - f
8` Pilc ss ~ - E]nmG ~1 e ~
~ p7 ~ VE7D'T a ~ ~ I I \ i ~ \ \ , \ 1 ~ \ $
~
- ~GK^C: ~ 6` Q1RC gs Afe VI~S~YA
pIRC
! 4 L •
^REE?.A':62E~ ~ ~ OR~."d ~ES '0$t:.~ ~rnfL 1. ~ S
:,55=C' R H JME P.,R!( ~ ~h 1 I
,
sn u, 85;~:?-s03N2 I ?SSESStiR .;a.
I.Ge S. TSCFfiRL£` Rw. 1 ' 9552-6CG 4 'HR:: 6v25 r7~~.; ~SpP~.~E ~
V+"'~GG~ ~irtvRG.i.srP^i 19904.6 ~ I
~
~ . . , _ . ~
LONOVEMPUD i
~
~ . ,
ORT~TQVEST F~LD ~PaRT
~
N
r
5 JII.~. 'TES'ITToTG & IsTSPlEC~'~~3i~ DA
''E;
3628 E. =Y PAr~CE ~ - O'F ~t C-70-5O00542 '
sPOKANEr wA 99202 - :
509-534-9711 FAJC 509-534-9753 {
~ . - ~
V77N~RTHWEsT ,
DAILY ~~~~D REPaRT
Pra'lect 9nformation
Projw Name: Qate:
Lvngview 5125109
Prinjed Ntr.: Report Ho:
C-70-SO00542 10
We.*W ►nwTime: Departure rime:
clear - 75° 10:15 a 1:15
C[ient Loca1 Repesu,tdve ! phme nunbeP
Tornlinsan Bfack Mike Hume
Gereral CaMxlor. siFe RepresenlMm I phm numher
M{}UntaIn CfF:St Ron SChOtt
Subcorhactor 8TI Rmoct Maroju 1 pWne nuftbw
E3ruce Hrnvard 509-5U-9711
PVe No. ai •
1 2
Manpmff arW Equlpment Llsed
Iil`o crew or activity on site at this time. (1) GAT truck hoe excadatar with bucket, (1) CAT track hoe with
sheepsfoot compactar, (1) GAT loader an site.
- FkM Obmnrafim
Arrivea1 stjohsite per Contractor's request. Conducted probe inspecti4n of native sandy gravel
baekfillei ear+er 5S main gn Tschirley tu subgrade elevation. Due to cabbly nature of native materia]
(29% vversize) and campaction by+ sheepsfoot density testing by nuclear densometer is impractical.
Prabing was conducted ovar tbe width of the eaecavatian from NR-1 at 78+25 fv 17+50 (2+50 as
scaked) at 1 foot intemis. Material appeared to have adequate moistuue under the +dry surface layer.
Probing was rot po;si'hIe where cquipment wa.s pariced aver t'he backfill from 17+50 to 17+90. No
probe test penetraCed dec,per than 5 ynches, wh3ch compris@d the top stirned-up iayer of fil1. Three 4ft.
taH each sectiaA nftrench shnring were staked in the open excavatian from the top crfthe SS rnain to
approxitnately the subgrade e1e►+ation.
r
~
STT Field pcesentative Cnntractor's Repre.sentative
THIS UOaAENT AHa REFEREN'CECI A[lIaENOA ARE TO BE COHSIDEREU F'R£LfM Y UHY0. F3EVlEWEO AfdO SIGNE6 BY filiE
S`Y'I {'ANSTRUCTIQN EPlUEER ANfiIQR S EC'f MANRGER.
~ 16110 I
~
Iteviewed by dake STI Project Manager Date
(:orrespondingDeficiency RepoA Na.
^ c ~ I ' 3 S. T5`~:FiiR:.k'i Rv.
~ R 1iy S. +r ~ a....HiR,.E'f RD. ~ I
< ~R EEe: REa. ::'r; ~ .05 y ':.=;;F11RL.E'r RD. I ,,VRE 'n.^.f2rta, ,g a907 5
x I errrc+.
~.p ~
. ~ :~,55£SaL7R '.O :iREE~'• ;"I~'iE° ` a~a.a..f2 t.
V ~ I # n55ESSOR Pda I
x 1 55 ~ 9~-?:,49 I 5~ ~r (
/C ss ~ a
aa.oo• . -s' ~r ~ s~ E~s1nHC ~NC 24•
aa4a al~ I a I 11 I 5~rwce
~ ~EAs~~r aF N02•32'35 tc►L) ~ RA
~ ~ MH
~ E)osr m
- ~ ' - A--
21!~
'•a~: Sc~~F~ f ~ ~ - _ ` _ ~ ~ ~ _ :,r.
K' 01
1 ~
a~r ~ ~c s5 174. ~ - efaSiir~c
PAVEUi~f7 G. EASdrtEN7
B' ~VC SS SP&ANE VALL.EY'~ ~ I
~ ~MTERCER
tl ~ ~
R ~ I `r T+"• aR~"••'=•"REJ ' C -~Of14~0 C~lM1lECT1~N S£ET~R
~j ~ I ~ dE"fAlt 1. ~7Fi15 SMEET ~
F-~r wRFE; ~~;cRES MWaILE
:..1.~'3E.~'ASOF! >:Ci. ~ frME PnRK '
¢I'} ~ 53 1,92-.".e.'w2 ~ r+.C.i.CaE=R .1:6.
"C . a ~CHR:£' RD. ~ 'n arJ" cJe-~"Jiau i iHh7iii 6=5
, '0' ~r ~
a ~ { 1
:"S~ : E. SPR",cME `E ~ I
vR`EP:nCR£5, ..A
:;REE,::,v`RZS. 0-c-c' s I 1 ~
LvNGviEw PuQ i
NDRTMVF-ST FIELQ REPO #
saa,s. TEsTING & fNSPECTIox aATE; 7
3628 E. FExRY R~►GE ~ ~F 2-> C-70-S800542 i
sgOKANE: wA 99202
~
509-534-9711 FAX 509-534-9755 ~
- ~
r" NvRrMVU~~ST ~
UATLY FIELD REI'ORT
Proiect trdarmafian
PmJect Name: pate:
LOngview PU[7 5129l01
Project IVo.: Repart Na.:
C-T[~S000542 I 1
INeather Artival Tlme: Departure Tlme:
Sllnfly-45°± 8:15 -9:45 1:10 -3:10
CGert: Loa Represerdtive 1 phane nuunber
Tamlinson Black Mike Hume
Genuw Cxintracto: SRe Representa#i+re 1 pfme number
{NaUfltalfl Cr@5t ROfl SCh0ff
Subwntractir 5TI Projed MsnW 1phone nurnber
BR1(:e HoWald 509-534-9111
Page No. af
1 3
- Manpower mW F-qrgpmerrt [Psed
(2) CAT Excavatars, (1) IComatsu 200L Exraaator, (1) Case W30 Ioader, ( 1) CAT 966F Loader, (2) tool
truck, (1) CAT CP 563C vibratary roller, (1) section trench baac
SS main-24"PVC saild wa11 sCorm drain series 46DR35E38L 44
~ Field ObseivagarRS -
Arri►+ed atiQbsite per Cotttractor's request. Clpon arrival ContmcCar was placing a sectiatt of 24" PVC
at STA: 1 f+90. Seetion wa.s luhed, set and seated with exr,avator to mark stativn indicated above is
lacated on Tschirley Road. Prrabed area of STA: 16+90, vvhhiah is f~rm, artd unyeildictg. Nfaterial fur
bedding pipe is screened native sni1. Visual inspactiarn indir,ates adequate processed material.
C]bserwed excavatian for servic,e lane at ST"A: 1 L+65 rigkt 8' belaw subgrade. 4" smice pipe was lubed
and seated'Fry h$nd to point indicated nu trvach euca►+atian and taackfd1 vvas at STA: 16+10 when STl
represemfative left site for the day. A eauple minrnr cave-ins slowed progress somewhat. TWrd sectian
af pipe getting ready frnr placement at time of departure.
~
~ ~
STI Field I~ euta~vc Cnntractor's R.epmentateve
7HI3 DOCUMpff Ak0 REFEREAitED Al]MCiRARE Ap BE CANSIOERED PREJJMKARY i1NT1L R€VIE1h1E0 M!0 51GNE0 BY THE
STICOH&TRIiMIC1N EHGIHEERAA!@IOR ROFJECf MANAGER.
( - f~
Re►+'ewed by Date 5TI Project Maraager Tlate
~ -
Carresponding ictenry Report No:
. , _ - - - - - ~ ' c~-
_
~ i I- y "sa•
~~•~1SN Cy~ b n b ~ 3: . , ,
s, w .a " w .s « N a -I-
~ -
:s , ~ 74 1
A
~ 3 . s e ~ 30
:a u tt u 14 u 4 e p
:n ~ u • /
:4
ie 40 /
n n 12 2a I
O O 1] t0 y r
i O
io 10 n 39 O n
s: co •
:0 P f 16 ~ ' tt
~ ~ jd
f~
\ e ts a ~o r 1 m ie n is is
~
m Q . s ~ I
t1 20 36 ~
1 O 14
~ ~ s r ~ r
n 20 +o
1 ~
s e n ~ ,
n
,a v
I a • • I =a 33 23
s 3 I is I 2' !
:a ~ fa 3 32 sa is m
u R Qi 6 , . _ ~ _ = I 1 h _ I 20
,5 4 I n ` 1 Z?
19 1
t. ~ t 2t bO 29
ss
~ s7 _ J s e Iq 17
~ Y
70
:0 • O .-~r 11 12
. . •RIiG'ff _ ~7 ~ Y S . . 14 16
~I I ~ O
800~TIE AVENUg
1 ~ ---•~-..-..y'y
I t t aoatS ~'.~'~•w ~ t~. _
UML 9 1f t0 ~
17 p
J
~`mffNORTHWEST Meadowwood - The Meadows Second Addition Job No.: C-70-S990043
Feld Re rt t ,17
3628 E. Ferry 509ti534-9711 Date: 2-cO ~
Spokane, WA 99202 509-534-9755 fax pa9e'il-pf 4
- ,
r '
~ I
I w, r i ! 15 TS: ~~~R;.~`
E> i I s0 5 TS u~r; R L er R D. o I
00;s
< ~ f R~~;:,;:.~~~s, i .05 S. ; sc~iIR..e• R^ ~ E c,R;Er:,;: RES, oa
r P
I ' ~n
z~+ r
iiE E ri .r;
i:R E j, rin ~ "n$aE.c7.n7O1' i:t1,
: r '~i'
• A
.'.i~.~i.r]ar7~ ar0. C
I ~ ! f ~.,c.+sEaS^R i:0. I
Q 551,$2-9029 r3S 192^°'S0FJz
IC SS 1 C~ a ~ 55 ~92-?s"r5 ~ ~
zo.00• ; C-) - s. OFFSET 4• SEWEFt D3S„NG 2+°
.0040 . 61 1' f'1 I SE?VECE EASE'MENS F31LE OF N4232`33 r 4 p
(TrPtCAL) + PA
St - __L_L_ - - - -
_ MH 3
N~SO
a0.3~
3c5 t- i a7 ~ E7a5'fIHG E" Pi~C 55 134. .~n ~G
.cc ~
f ~ ED(~ t7F L - ~+,pp' • EASEAIENT 4
PAVE'ktQNT G= -0.0040
~ +q
RaIe~ nn.rna~ ~ 6` PY~C 55 , SR1 f~ ~ A~ A 1 I
v nvvn v..
r~ : . V. P ! L - C~,'~„~~ z 1 'e I
d w REE RE_ ~ I CC"' `~c~0 oErruL y, rS ~EEr
I ~in~R[„C
~
ii~y~ IshvBli C
• << ;E , r + „sSEss^R r.❑ i fiUE ?A'RF
vy c,J ~ 5 5' 9 2- 0 :.^,2 I :SSC5~ ",'`3ft
L'J d 7 a552-~6~: , TFiRU 500 25
S. ,,.;HIRi.E, RV ~ I
.~r~ 1r'r'JcniV P
.r . .Ci~~[r~.~vG nr~-
~ RECe~~i.n..RLr a, r -9sa 15 I
~ i
4ONGY IEW PUD ~
~4- i
` .,44 rroRTxwEST FIELA REPORT #
la
SOILS. TEST~NG & INSPECTION o►~TE. 6I'J~-~ I
3628 E. FERR.Y PAGE OFk j C-7$-SO00542 ~
SPaKANE, WA 99202 ;
509-534-9711 FAX 509-534-9755
6
,#477 NORrHwESr
~ . DATLY FIELD REPQRT
,
~ Inf4rmalion
Project Hame: Qate:
LQngv,e,~ PU0 5130J01
Pro~c ~lo.:
C-I0-SO00542 12
Weaftr Mivaf Time: DWrfure Tme:
ParUy Cloudy - 55° 10:00 -12:40 2:34 - 3:30
CEIen6: [oca ReProsertam ► plm nuanber
Tamlinson 81ack Mike Hume
GW" co*a*r sb Repressenta&e ► phm number
Maun'tafin Crest Ran Schott
Supamtractor STI Pmod M&IW rphom nvmber
Bruoe Hrnarard 509-534-911 i
Pap rb. a
1 2 ]
- Manpaw wnd Equipert llsed
(5) Qperat°Y'= (4) labarer, (1) Sullair 1$3 air compremr, (1) Komatsu excavatnr, (2) CAT excar+ator, (1) C-ase
W30 loader, {1} CAT 966 laader, {1} CAT cp-563c vibratory rbller„ (1) powder puff pnsuniatic compactor, (2)
toot tnwk, 4 seetions nf trench box; SS mairr-=24" PVC solid wall starni drain series 46DR35E38L 44
- FIeId Obswatians
Arriwed at johsite ger Contractces request. Upan affival obserr+ed sectian o£ SS main being p1acecC,
lubed and seated to paurt indicated an pige. Clean, scteened betiding being placed araund pipe, and
pneutnatic campactrnr (hand botd) being compactecl with apowder puff. STA 15+90 alsa observec! NE
#2 being p1acod and seated. Double adjustable bands around toats #o iuLSUre proper tight F~t arround 5S
main and stub.
Observed ser►rice pipe (4") heing placed at STA t 8+80, S' below subgmde next to existing dr}+weTl.
Existing drywe11' not p[acod with GEO-FAB. Aggregate on inside of drywell. Qperator toak care nvt
#v mix or distucb aggregate and drywell.
Whean asked aWu# relocation af service lines, canfractflr stated tlfat the County 1~nspector vk'd
relacations to he1p satisfy hnme awnsrs needs. GaVa-ins are still frequant in tcench. Trench bax is
piggy backed #o inswe no mvvetaent or damage to SS main or labara's,
el S Tf Field tatir~e Cvniractor's Representativc
T"s n=W-W MO MFERENMonan€xon nRE ra eE aONSio~O PFtEuMKJkRr Uuxru. REnEMn ►wD sIM ar rHE
STI [;OAISTRIJGfIDH ENGINEER AHDIQR S ~EGT MRNRGER.
6Ir zla► . 611z16r
Reviewed by Date 5TI Project Manager ]]ate
Correspondmg Deficierscy RepoR Na:
~ Q~ ~ ~ 2: S. TS~HIRi£' R~. j 5 "S~H~R..E't R~.
106 'SCNIR'.'t Riy ;~RE£fd:,ORES. :•:A S9C : 5
s I - I
i I U ~ j ,SSES~R ~ ~ GREEP.CRFS, I . •-T :SSESSCR :o.
w o. `
~ I iW.~~svO ":0. i .~ivL~g vs~ ` ` \ I
I Q ~ I 5SiQt-~V29 /C SS0 j 1 rJrJi..2-..VS~ I
?0040 - 6' OFF'SET 4' SEYMER I OCS7MG DC511NG ~ 24' ~7w
. sr sMcE EASEWENT EDGE
(Tl'PICAL) ?A
MH I ~ . ~ Q_. ~ ~LL2 ' 71--~-
_ T • -
- \ ~ - • ' - - ~ Y DCS~ H ~
~e EXM7NG a; i , ► „ P T c~ ~ ~T i
i a- Pw ss ~ sP&""e vm'EYA
~ i A
.r I L - SS.oo' ~ I
I I ` GREEt.:.CR£S I ~ 0;.~~ . oET~uLCai n~s siE~
•f~
i V~ ~ ai,L
I.SSESSCR `20. - ' ~ •
55 192-:a02 I 'S,~'a~SSOR l:o.
z ~ / • . ~ : 9552-5ti. 1 TfiR:: 6C' ~5
~
S. ~S„ ,.HSRL£~ RD. I 17500 E. SPf2=E ' :'E.
J GRM=RES,
~ 9°: ~ 5 ~ GREEDr'.C-RES, :•JA 99016 / .
LaNOvIEn► PuD !
NORTHWEST FtELD REPORT # JZ ~
;
soII.s, TEsTINa & aRSPECnox o,e►,E:6-loh/
~
3628 E. FERRY PaGE ~ - Of2, C-70-$Q00$42 ~
SPOKANE, WA 99202 ' ' •
~
509-534-9711 FAX 509_534-9755 ~
. - - s
~
~V77NORTHwEsT
I)AILY FZELI1 REPORT - -
. ~ Proied frformati0ra
Prajed Name: aate'
Longview PUD 5131101
Prqed No. Repart Na,:
C-70-SD00542 13
Weather Anival Tirre: Depa#ure Tfine:
Cleaf/Sunfiy 1:30 3:30
CEiant; fuoa Re~ive f phane numW
Tomlinsnn Black Mike Hume
GWWW Cortactflr. 5ike RepresertaM 1Oane number
Mountain Grest Ran Schatt
5ubmintracixir STI pmJed Manaet 1One numter
Bruce Haward 509-534-971 1
Page Na Of
1 2 -
- Aapow and Equfpunt Used - (1) Casse W30 FEL, (i) CAT 3458 trackhoe, (1) CAT 23 SC trackhoe, (1) CAT 966 FEL, 2 sections oF
24" POZ solid wall staarrn drain series 46I]R35IZ38L 44
- Field ObswMors - Artived at jobsrte per Contractrrr's tec3uest. Upon atraval obseaved sectian of SS main 6eing placed,
lubed and seated tcr point indicated on pipe. Clean screened 6e;dding was praced arar,uid pipa and
compacted with a"Ioga stick" STA 4+54 ta 5+50. Q6servei compaction heing dane in an enconsistent
manner an sewer backfilt. Had discussi4n with Rori SchMt of Mountain Crest about estab3ishing a
+consistent r,anrpaetinn pattcrn. Hc spake to the vperator. "I`tereafter vbserved a consistent patt.a which
scerned to meet campactiota aquiretnents.
<
STI Fiel iepresentative Cantractoz's Rspresentative
TH15 maNw AH[] WYERENMp A[10EFi1}A AFtE TQ BE CON5IAERED PREi1MiElARY IiNTI RENEVYED RNG SMEQ BY iHE
S'I'I C,(SHMItCTIQN ENGlNEER AHQIOR S PRDJF FdAiJAGER. /0 1
' Raviewed by Date ST~ Projoct Manager Date
~
Cnrrespanding Defiiciency Report Alo:
;8 Y 'SvFiIR~EY R:
. S. i I l
~.~RLEY RD f _ , _ r~,:~r
a ~ ~ ,Rc EdE,, 990016 Aw`~ ~
RrE. n., .7 ..R~ ~ ~.5 S. T .`PiIR, c~ RV
}i n I iisr. C .rrs-rrO~ ,
n.la~aa ~ I
Z ~ F r rc' r~i ":U. ~n,
~
.,..'"ti..aE ~ O ~R.,A~a .ra5Eaa0F2 ~:a 1 55~ a ~ ~
~ ~
{ I - 52
~ < a I 55 : 9~.. I ~
iC 55 ~ 0 $ ~ 55 ~ 92-9v5 ; ~ n .en
?Q 1 v 6' I~F'FSET 4' S~R DASTIAfC QQSWHG 24" 17i.
A040 fif I ~RN~ EASEi+lEPiT EB[~ OF H"2 32°35 1%i 1~~ ~ ~ II
f'~ ~ (T1'PIG14} PA
~ J
uH ~ ~ 1 ~~c2
H ~
_Ly ~ - + - - -•.,L - _ - ~ , ~ - - _ ' ` ~
- ' ~ ~z~~ ' ~ _
~ _ : t~ • T --~-~-~..~~.T - -
_lT
~ 1 ~ 1 ' - ~ bty~~7~, a~ . i r _ - _ ea" z°JS--
df
17a ~ ~G s~ Pv~ ss 174. ,H ~ - Esct~snr~c
Ea ~
FavEWENT i ~ ~Erar
sP[cAFtE VALLEr}
v0 Rc1 N' Au0 "`1 ~ 8' PVG ss
= ~ ~ F 1 ~ 1
~N'fEI,CEPT(7R
L - ~.O(Y CON~iECTIOK SEE
T: GREE::A::REv I G- "0.0D40
17
DEtwt t, tl'F•tl5 SFIEET
P-
•
~ • Sr,`rrJ.,~,~ r.o I .iRec f i":~;:~;:E R"~5 aAR i< .^~B{. c
„
L~ mr r ~ I ~
u7 W i 5 519 2 -003 i2 ~ .i.raaESSvR ~:4
•
, v,
~ ~ • ! I ~ I ~ - S. i .~.7.`~,Hi Ri.i r Ru. '9552-500~ T}iR:! 50025
,f I IV L .~.7~~eiifV~ rar~
~ i I
~RF~~d.~, :Rt, $
y . B GREENA::F2ca.
, - -r
LONGV"IEVV" PUD °
► NORTHWEST FIELD REP RT # 11-7 r
..x ;
sOII.S, rF-srINc & nNsPECTIorr QATE, 5'/3 i
3528 E. lG""EERHY ~AGE ~ DF E:-70-$D005$2 i
SPUKANE, WA 99202
-599-534-9711 TAX 509-534=9755
, ,
,V)77NORTWWEST
DAII.,Y FTELD REFORT -
- Prolect friformaWn
Rroject Hame: Date:
~ongYiew Puo 6104101
Rroject Flo.: Repur Pla.
C-10-S000542 15
Weatt►er ►4rrsvW Tfine: Depaftm Trr►e:
'GfoUdyftndy1CooI $:30 - 2:00 9:30 - 3:30
CGent. Lccal RWeseniatiye I ptrorte number
Tomlinson Black Mike Hume
Genwaf Conbractar. Site Wresentati►re I ptone numW
Mvuntain Gfesf Ron Schoff
Subcontrador STI Fmject Menapr f phane Rumhu
BNce Howard 509-534-9711
Pap ND, af
I z
Manpower a,a Equoment used
( 1) GAT track hoe exr,arrator with bucket, (1) CAT 9661aader, (1) CAT 3 45B hoe, (1) Sail Screener,
(1) Case W30 loader, (9) personnel
- F'ietd Ob5ersrdom
~ ArriVed at jobsite per Contractoes re4uest. Obsmed backfill af U=ite water main crossing sewer - trench at ap,praximately STA 6+40 Tschirley Road. Transite pipe was suspended beneath irvn rail,
5oil was compacted under pipe, then backfiilled vvith screened native sQi1 and cornpacted around pipe.
Pipe was then coVered to a dep#h of approximate'ly 1" with sareencd materiai, then backfilled woth nQn-
sareenef native material. Sewer main instailatron r.ontinuei at STA 6+54 to 6+75 with 24" PVC sewer
pipe (46 DR 35 R 38). Sewer trench appeared tu rueet require:nents af be,dding and gige launching.
Screen@d native rnateriar was usei far pipe bedding. Gantractor used pipe laser in vaify grade atid
chockei hubs sct by survcyor fnr fine. Pipe joitits were seated ta set line. Side service heing enstalled
per standsrd. U-1 S of Spokkanne Caunty Standards "G". 40 marker pcsts were instaAed at end of side
service.
Afteraoon Inspection:
Ohsmed sevvver pipe amtallation fmm S"fA 7+25 to 7+54 Tschirley. Scc notes above for irutallativn
method.
,
Lri~ reRepresentative STT FContractor's Representative
Tm DoeuWnfr ►sNro REFEFENMDnooErtbn ►uRE ro eE coNsiDEFtED PRELIM r UairtE REnE+nEo A►nm SIGGNEo gr THE
5n OCINSTRUCffQN ENGINEER AHAIOR ECT AL4NAGFR.
• ~ u'~" ~ It, Ad I 6 O
Reviewed by Uate STI Froject Manager Date
I ~
Corresponding Decienwry'Repaat hfo:
I
~ 1 I
i ~ , ~ ; S s. ~~H:~;,f• 1 ~ I i I
- - ~ ¢ a ; zy s. ; s~:R~ a:. iv6 n
~ f
¢ ~ I .~s 1~D"`i a ~k~, Iiln + . ~~i~=~~ .~i T .°~.~R~"re :.`~sR~. ;i'.~ M4.6
a
::SSESSOR L;o. ~ GREEr=R, ~ : Ss55EsscR r:o.
:SS
ESS~^•R
'go
x I
~ rG ss ~ 0
~ n~
` ~nn~° ; ar~ i,~ -W ~I ~ _ ~ ~ M~~ 1/1
Pk
• , ~ r~
-=iT- -IF., ML
ry +l I ~ 1 ' ~ ~ dd \
EXSTM 3r3 1 ~ d
Gi/~ ! 1 1 y~ 1-'.
~ i m 35.W L,~G.F~ i iiu ~i~~ I ~ ~ ~ ~ ~ ~ ~ 4 •
I I~ ■ ~
f\ PAVEUDV'f a.. -@.SIW
d ~ * =RB!'! ~D MCt: ~ I sr ~ 35 , 940M v►u.l.EYA
~ RES j ~ -&0SSW040
WPAR 1, W
. ' + I :5'SE'".'.i'. t:o. - - ` I ~1+?~ i~£381:~
~~r ~ HDARE PfiRK
U~
1 AS=OR :o.
S. TsCH€~ RD- i ;s5s2-sW; T,x.:
r
r J @ c A/~~
V~,*% G ~r'y~~*7{f+~T/~ I'~T~ 1 ~ }
ern ~avi'r'J ~ +aRM=RES,
~ . ~
LONfi1~''~`E~f PlJD ~
xr~
1~1 ~.Trt y~ FtELO REPaRT # IS '
L Id1~ST r E
~ ~ ~,~~~7 ~ ~
50~. ~G & ~ON D
3628 E. FERRY paGIE 2 - Of `Z- - ~
spatc.ArE, w~.~zaz ~ _ . ~'~~~da.'~~ ~
509-534-971r FAX 509-534-9755
'
- - - -
, . , i
~VTf NaRTHwEsT
DAILY F~~~D REPORT -
- Prniect Informaiion
Project Name: Date:
LongVieW PUD 615101
Projeck No.: fZeport No.:
C-7{~~000542 16
Weaft Arival Titw. Departure Tirre:
PaFdy ClCllld]l/Cool $:30- 1 2:30 9:00 - 2:00
Ck%t: LocA Represenafhre! pWne numf5er
Tamlinson Bfack Mike Hume
Generd conwctm: Site RepreswtaHve 1phm num6er
Mountain Crest Rfln Schott
Su6mylractor 5T1 Prqet Managar! phtm number
Bruce Howard 5OM34-9711
Page tia. o#
i 3
,
- Manpom arW Equlpmert 19sed
(1) Equipment truck with air compressnr, (1) rnan
- Flold obsewdorm
'Arrived at jobsite per Coritractor's request ta perfann au and mandrel test. PerFormed te.st in
- acrordance with WSDOT Sbndard Specs 2U0D$ 7-17-3 (2)F betrveen MH 15 and 1VH 17 2'd Lane; test
failed. Coniractor requested re-t€st in afternoon.
llpon my arrivat in the aftemoon, cwtractor removed pull line from sewex lins and then re-testel 2d
Lane between M-U 15 & N14 17; sewa line and marsdrel test ga,ssed. 5ewer Iine was teste,d between
MH 5& 1Vih kS, Gorbin Lane, anci sewer Sine faileci to hnld pressure. See atta.ched for test results.
1a t T. ~rr++/
iSTT Field Rqmentative Cantractor°s RepresenCatsve
Tm ooaMW ►uND REFERDM ADMM ARE FO BE coNSIaEREn PREL/AINARY UPtTIL MM-WEDAFJD 81GHE0 BT 7WWE
STI WHSTRUCfIQN EHGlHEER ANQ10R EGT 6lANAGEFI.
,
' •i Reviewed by Date STI Project Manager Date -
Carresponding Deflaency Reporf Na:
PAGE 2 of 3
PROJECT NAME: Longview P.U.D.
,jWT/ NORTHWEST PROJECT NUMBER: C-70-S000542
AIR AND MANDREL FIELD TEST RESULTS REPORT No. 16
3628 E. FERRY, SPOKANE, WA 99202 DATE: 6-5-01
(509)534-9711 FAX (509)534-9755 TECH: Tim Johnson
LOCATION MANDREL MAIN PIPE MAIN SERVICE SERVICE TIME PRESSURE PASS COMMENTS
Manhole to Manhole DIAMETER DIAMETER LENGTH DIAMETER LENGTH / FAIL
(to 1/4 irtch) (Inches) (feet) (inches) (feet) (Minutes) PSI
MH 15 to MH 17 ~ 71/2 ~ 8" ~ 300 ~ 4" j 250 ~ 17 { 4 ~ P ~
MH 6 to MH 15 8" ~ 257 ~ 4" ~ 75 13 ~ 7 ~ F ~ No mandrei test.
I ~ I I I ~ I ~
I ~ I I I I I I I
I I i 1 I ~ I 1 I
I I ! I I I 4 I I
I I I I I I I I I
i I I I ~ I I I I
! I I I I I ~ I I
I I I I t I ~ I I
~ ~ I 1 I I ~ I 1
I I ~ 1 t I I I I
I I I I I I 1 I I
I I 1 I { I I I I
I I I I 1 I I I I •
I I 1 -i I I I I I
0:1STIIFORMS 0.04/04
, , i
SEE SHEET
3 OF8
• I % ID ~
; •
12;
~ 5 r
5i ~ 'E ' ~ S`~i
1 L x 3 .4 5 h 'V
~ ~ ~ r ~.i • I A ~ l ~ ~16[JRD~ 1L' '~f' ~ 4' I 2.41$ ~ .
~ V~ Q~~~~~1 .~~~~A1
~G~■T ~ I4~4, ~
y ~
l 1 0 i 1 7M
I)RtQp rA)R18lI41Nr ~ I 1 ' - - ~ x - ~
r~+~.s5 ~Q"1.F+i.- , , ~ . . . ~ x _
T.BAM,.-'•~' ~
a z+V cOterN w. T-
~ i a+v0 2ND uv.s z
. ~ i~. T' - 5.
x t ~ • ? ~ :
• . ~ I t ~ . i t y 3 . ~ ~ !
.7 3 o SHMT SE-E ~ SHE 6 ~ ~f.7
- ~ .
LOU GV'IEW PUD
11►TI NORTHWEST FIELD REPQRT #
OA-TE: ZM-C, K
SDdLS. T£STi~TG St IldSPEGTIC]N PAO~ OF~~~s E. F~~t~ ~j 3 C-70-5000542
SPOKANE, WA 99242
509-534-9711 FAX 509-5349755
. 3'
NOFtTHiV1rEST
DAILY FIELD REP4RT
Proiect frFfarma#on
Projett Name: dafe:
Langview PUa 6I6101
Pr+aject No.: Repcrt lda :
C-1(1-5O00M2 17
Weatfer Aurival Time: Departure 7im:
Partly CiQUaylCoo! 9.30 i 1:O0
cGent; Local RepesentaUve ! pnane numher
Tvm9insan Bfack Mike Hume
General r,ontractar sfte Wresent*ie r pnone itumWr
Mountain Crest Ron Schott
Subwntraeor 571 Proect Manager rOwe n4rmter
Bruce Noward 509-534-971 1
P'ap No. a#
1 Z
- Manpvwer and EquipmeM lsed (1) CAT 345~ hoe, (1) CAT 23 SC hae with sheepsfoot, (1) CAT 956F loader, (1) Case laader, ( 1) Sulair
185 CFNI compressor.
- F'wld (bsevatim
Anived at,}obsite per Gontractor's request. Obsetrreti pla.cement of MH 4 in acrordance with Spakane
- Gourity s4andard U-3; except screened native anaterial was vsed for bedding matterial. Double
adjustable bands tighted around 6oots tv insure proper tight fit anound SS main. Dbserved baclcfilt
arourad asasting 10" trasite water line crassing trench. Contractor backfille.cl and ccmtpacted belaw pipe,
then placed and cvmpacted, savenei native materrial around pip% then r.overed pipe with screened
natir+a rnaterial. Taansifi.e pipe, was loca#ed approxirnately 25' north of MH 4.
r
/IT, Field Repre.sentatiVe Contractar's Representative
TNiS Uf3Ca1ww APQ] REFERENCEO ADDEHGA ARE TO BE QONSiDEF~ 1W4RY 111~T11 REYI~VYED AND S[GNE~ p~' THE
STI C[~!~! 71N) HGlNEER,0.N[1f $ YPRDJECT M~4hlAG€Fi.
7
. ~
Reuiewed lay date ~ STI Projact Manager I)ate
k
Gorresponding Gdaen[.y Report h!o•
' ~ -
v
12:~ ~
~ ~ CR~ ~t ~ a
! _ _ _ _ _ - -`2s.i2
> - ~ - - - - - - - - - _ ~ ~ l T v\P1Af~ l1{~L
' ~ Q ~ ~•r i a E. :R c ir2sr} E ~rnu~i T
~ ~ Z ~
w ~ n
n I q7420 .7f!v - ^ G ~'F~~~..RrG~e ii~r~.
8" Pv° 55 q n ~ < s~
T ~ z''
~ 2 ~ 8kp 1.+4$_9.~~~.E~ RE}.'~ M L - 2Q.~~ i i I LJ 1~~ ~ c
~ EXI'~" . m ~ G- -D.~35Q PVC 5S Q ~ 13+74.92 .
PEI& St - _6, Wr;ET L ° QRST. 2ND
L m ap0'
~ ~ - . G` ~'.063 ~fi I ~ !
-(XOD40
* 4-1 ~ • - - ~ ~ ~ ` GKtRt4
T..... , • ~ - - - -
16
~~x ~gF~`\ .
~ ~ I WJ
C] frf 1'~~ ~ _ • i ~9 c~ y ~C] 1T
C7 ~ . ,t' ~ i ti ~ 4~~ ' { ~ ~ re ~`'t a~ I ~
`
~ • ,4 ~R
L J 'y BOUNOd4RY $utvr.E f C] ~ I C n
{rMCA} x 1 L'x :6
C~ ~J ~ W° ~ ' t { • l~ Li d I V L4
C3 F3 3 ~ ~i ~ ~ ~ ~ i • ~ i ~:_r~j ~ ~ 7 ~ y~}
LLJ
PLAT r ~ I L~ryy ~~ry+ ~ t k~
9QUNBRRY ~ • ' ~ ~ ;C 1~ 1 c'+ u
SEE d{V-91E
aEWE7R PiANS
' 3 0F 8
~
LaNGrrIEw pua
FIELD ~i' RT # j7 ~
NORTI~WEST dA'rE: ~ c ~
/
SDILS. TESTlNG St INSPECTI+C~N . PACE ~ DF 2 CrT 0-SD0A5$2
362& E FERRY „ .
SPDKANE, WA 99202
549-534-9711 FAX 509-534-9755
STJF NQRTFlWEST ~L
, DAIL'Y FTELD REPURT
.y
- PmIed lnforma6on
ProJect Nartre: Da#e:
Langvlew PUD 6I6l01
Praject Ffo.: Report No.:
C-70-i400542 1$ '
Weather Arrisra! Time: Departvre Time:
Pa€Uy Cbudy - 65° 4:15 5:15
enent: LocW RepmsenWM r phon8 rsumbu
Tom}insorr Black Mike Hume
General ConUacbr: - Site ftmsentafi++,e rp►me num6&
M[?lJfltalTl {;fe5t R+0n SCh(lft
5ubonhccr S71 Pmject Manapr 1 ptwre number
Bruce Howard 509-534-9719
Pap No. of
1 2
Manpowff aM Equiprrertt UsW (1) CAT excavatar, (1) CAT excavator with sheepsfoot ratler (1) Case front loader, (1) CAT front laader,
(4) operatar, (3) labarer.
- Fie#d Obsaivations
l
Arrived at jvbsite pcr Ganfiractor's reqeiest. Ubserr+ed contractvr excavating sewer trench for sewer
- main at S'f'A: 9+80 ta 9+94 on Tschirley Raad. Contraatar was installing 24" sewer main behind
excavetion at STA: 9+60 to 9+80 an Tschirley Raad. Ccantractar was alsn hack-filling behind sewer
main being installed anti ebmpactirig with sheepsfoot on cxca~ator. Contractar was screening natiVe
pipebedding. C)bseraed con"ctpr properly install se►ver main vn Tschuley Road at 5T~: 9+75.
Av%s#a persannel was present rnaking any repairs to gas line as needed.
,
ru #ST1eld Representative CQntractor's Representative
THs DOCuMErrr aNo REFEFENcmnMENaa nFtF ro aE cowSiaEREn PRE vUM FtrnEWEID Aran sicraEa er TliE
STl [;CIINSTRUCTIaH ENGINEERANDI0R $ ECT hMNAGM
_ ReViewed by Date Pr~ject Manager Date
~
Carresponding Deficiency Report Na-
L/ lNv I
~ i
,
~
EL 20 .'33.7 - - - L - - - - - 7~2
~
Q xY ~ - _ _ _ _ - _ _ - ~ < Z" 1 i I~•T ~ ~ E - w~ fi V f1v~L v R 4~V G. w~~V!'1v'fl ~ ~y I \ilL
~ T
~ I ~ ~r.C 1r1• 1 'j~ ~ A/ ' ~.....`i
Z ~ pVS.' 1 <
s+qi . '3~,a$ 'XI]~NVE: iR~j L - 2~a.~+' ~ ; s ~ tw 1 xt ' `
~ '?C~9T ~ ow K] G- -Q.0O50 r Pvc 55 C) ~ 13+74_92
L a ° U ~ r E?GST. 2ND
, ~ - 8~ P ~ - ~ s' ~ G L °
I ~ ~ ~1~~ P • ~v.~ l;
~ 6~ I r !
~
~ $ ~ f ° . ~ ~ s ,a ~ 'A_ - E~i
W _
~ ~ , • _ _ - ~ ~ ~ , - - i -
i
~
c) w 1 •,f X - i + ~T ~r ~ I Mc3~ca 174.SE ON
°C I I , • _ i e[~,-t i ~ ~ 4 ~ ~ ~ 4 ` ~ F'LA~` 7., ~ t ]
g~ S`• 3 C t
_ ~1 NdRPLY f f~~~ ~ t~
' 1"~
~
9t~',-q t,~C
$ 7 4J . ~snl ► I
LU7 ~t ~
PLAT , ~ P f 61 Lry
8o11HL~ARY , i i ~ ~ ~ S lu~ ~ 1 ;s~ ~ ~ ~ ~ ~ ` ~
~ S. . • ~ , I i``' ~
SM OH-SITE
' SEWER PCANS
` 3 GFS•
LopiGvNEw puo
N4RTHWEST FiELD REP[3RT #
,
IQATE: 6..6 -Q /
SO1ZLS. TESTING ~ INSPEC'TION PAGE ~ !)F Z C-°'~0~~5~2
3 fi28 E FERRY ~ •
SpQKANE, WA 99202
5o9-534-9711 FAX 509-534-9755 .
S)77NaRTHWEST
, DA.ILY FIELD REPaRT
- Proie:t Irdasmafion
Project Nasne: Date'
Longvieuv PUD 6f7l01
Praject No.: Report Na.:
C-70-SO00542 19
Weather Amval Time. Departure Tirrse:
SunnyMarmfCloudy 9:40- 2:00 10:30 - 3:30
GienE: Loca1 Representave 1 phane number
Tomfinsan Black Mike Hume
Genera! Conh^adar 5ke RepresentaWe ! phoe rtumber
Moun#ain Crest Ran SOoft
gub=*actflc 5Ti PmoCt harmiger I qhnne number
Bruce Howard 549-534-971 1
Page No. aF
Y 2
- Manpmver and Equipment Used
(1) CAT 345B hoe, (I) CAT 235C hoe with sheepsfont, (i) cAT 966F ioaaer, (1) caisew30 ioader, (1)
Sulair 185 CFM cornpressor, (6) Personnel,
- Fie3d Obsenrdons
' ArriVed at jnbsite per Contractar's request. f3bserved placement of MH 5 in acwrdance with Spokane
~ Cau.nty standard L]-3; eccepk screeneci native matea-ial rr+fas used for bedding ma#erial. A 9.5' stub was
extended south of NH 5 with +0.04ft. vf grade. Stub rwas bedded vy+ith screened native tnateriai and
r.ompacted with a"pngo stick." A 5ft. 2x4 vwith wire was placed at the end of the stuh. MH 5 was set
approximately Sft. east of plan drawing ta clear a gas line.
[]pnn rny aarivjal in the afternoan, ohse,rved placement of 24" (123645 PS46 PVC sewer pipe ASTM
679) pipe east aff MH 5 an 3'd Iane, approximate3y STA: 10+26 tv 10+52. Contractar used treuch 1~~x
for safdy. Pipe was installed w,ith screened native material used fnr hedding. Bedding rnaterial
c,ompauted in p1ace with "pogo stick." Contractvr also excavated suspected air [eak at sewer serviae
STA: 1 a+f 5 on Corbin Lane (appmximately); aic leak is aeasponsible for fai€ing air test on 6I5I0 1. Air
leak was ca.used by crack in 22 112° caupling.
~ ~
TI Field Representative Cantractor's Representatrve
THis DOCLIMENT AND REFERENCEA ADDENLti4 ARE T4'AE OONSIDEREa PREIJMI Y UNTf. RE4iElfiED AIdD 51GNE0 BY THE
STI CDHSTftUCTK1H ENGlNEER AHDfdR STI~PR £CT kIANAGER. .
,7.~,
~
'Reviewed by Date STI Project Manager Date
C<srresponding [3efciesscy Repvrt fVo:
-
!
sm DmPsn ' W5~8
f, ,.......s......d..~. r~ ~ ~ ~
2'- - ~ F .
3RD lylVE. `o.
i f3
~L~ -s~s. ~ , - ~ .
SEVkR
TIiO dURVpY OR'i4FtLIL 4
SERViCE
6 pK N~L F~ I.W, ~ . ~ TRACT A` [TypIc~Q
~ i --y- _ i------ - - _ . -~I.
i i~ ~~l- - ' ~T'~ tii - _ ~e
1 LI1 - ~
I k~' ` ' r - _ F
~0 k{]
~ a.
s ~JN r
-8' CFF5E7 r H
~ R ~ ~ tASM"_. - ~4~ , • (TYF'ICAL] - ~
c
"13 S 4
~ _ ~ ~ ~ - - _ - - "
K~ • ' Y~ • , ~o - ~ ~L
~Y,Prfi
0WH➢IRl'
LONGV1E111f pUQ
~4 S T** NORTHWWEST FIELO REP[]RT #
SdII.5. TESTING & INSPECTION DATE: ~/7/0 t
3628 E FERRY PAGE 3 aF ~j C-70-Sa00542
SP[3ICANE, WA 99202
509-534-9711 FA1C 569-534-9755
~~Tf NORTHWEST
4
DAILY FIELD REPORT
- Proiect Irtformation
Project Name: Date:
Longview PUD 618/01
Projed No.: Report No.:
G70-S000542 20
Weather Artiwaf Time: Departure Time:
Sunny - 74°F 8:00 10:30
Client Local Representative / phone number
Tomlinson Black Mike Hume
Generaf Contractor. Site Represerdative ! phone number
Mountain Crest Ron Schott
Subcontracbor STI Projed Manaqer / phone number
Bruce Howard 509-534-9711
Page No. of
1 4
- Manpower and EqufpmeM Used
(1) CAT 345B hoe, (1) CAT 235C hoe with sheepsfoot, (1) CAT 966F loader, (1) Case W30 loader, (1)
Sulair 185 CFM compressor, sewer test balts and test gauge.
~ Freld Obssivations
Arrived at jobsite per Contractor's request for air and mandrel test on 24" sewer mian on Tschirley and
8" stub inspecrion. Obswved placement of 8" sewer stub from MH 3 west on Coach Avenue; stub is
26' @-0.005 grade. Observed installation of 8" stub east from MH 2; stub is 36' @-0.005 grade; A
12" 2x4 with wire was placed at end of stub. Contractor is aware of 16" transite wire pipe crossing
sewer trench zone. Pipe was bedded with screened nadve materi$l, then haunched. T'he entire run of
24" main line pipe was tested. Each run from MH to MH was tested and passed. Results are on sheet
2. The 24" main line was not mandrel tested. 24" main line sewer was tested in accordance with
WSDOT 2000 Standard Specifications, 7-173 (2)F.
~
~•f T 1~a- T~t~rv
Field Representative Contractor's Representative
THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSlDEREO PRE INARY UNTIL REVIEWED AND SIGNED BY THE
STI CONSTRUCTION ENGINEER ANUIOR S OJECT MANhGER.
7~.1o,
Reviewed by Date STI Project Manager Date
~
Corresponding Deficiency Report No:
~
PAGE 2 af 4
~ PEtO.IECT IdAME: Longview P Ll.0.
NvRaHwEsT PRQJECT NLIMBER: C-70-5O00542
AIR ANp AAANOREI, FIELb TEST RE5uE.75 REPORT Na. 20
3628 E. FERRY, SPaKANE, VIIA 99202 C}ATE: 6-8-04
(509)534-9771 FAJC (509)534-9755 TECH: Tirn Jvhnsvn
LOCATIDId MANpREL MAIN PIPE MAfN SERVIGE SERVIGE TfME PRESSURE PASS CdMMENTS -
Manhole #o Manhole aIAMETER DlAMETER LEAIGTH DIAME7ER ~ENGFE! f FAIL
(to 1r4 inch) (Inches) (feet) (incFtes) {feer) (Minutes) Psl
MH 6 ta MH 15 ~ N!A ~ 8 ~ 260 ~ 4 j 75 ~ 13 ~ 4 ~ P ~ Corbin i ane ~
Exst. MH ta MH 1~ NIA ~ 24 ~ 964 ~ 4 ~ 25 ~ 46 } 4 ~ P ~ Tschiriey
Al1H 1 ta MH 2 WA f 24 260 ~ 4 ~ 50 } ~'r4 4 ~ P ~ Tschirley
MH 2#o MH 3 N1A ~ 24 200 ~ 4 f 25 p 49 ~ 3.6 P ~ TsChirfeY
MH 3 to Mw a# wA 24 ~283.$4 ~ a ~125 70 ~ 3.8 ~ P~ Tscr►,rley
MH 4 to MH 5 l IVlA ~ 24 ~ 91 ~ 4 k 25 ~ 25 1 3.7 P Tschirle}►
f I I I I I I I
I I I fi I I I I F
I E I I I i
! ~ I ~ I I f
I I ~ I I I ~
I I i ~ I I ~ -
1 9 ~ 1 I I I I ~
l I I 9 I ~ I
~ ~ I I I I l
~ f I I ~ I f I
I t I I If
I I 1 I I I i f
❑.1STIlFORMS V1.0 4101
I ~ I 1 [
~ i ii S. '+~v~"~=~ 16 s. e~+.r'.Hi~l~.C~r Rv.
i.L~ 1 V. c u ~ ~ n . TI 1 n { 5p~~; 1
< I VRE~i i' s..~G~3a I i VJ S. i~VfIIRLLt f1~r' ^ VRL.4~i1~'awf[~, ~if~ C¢V .6
~s n i ~ :SSE55OR ;:v. ~ :aR E Ei v~i..`~ R Ea,
I :SSF55LR ~.a ~
R
9 ~ 55 e 92-°:29 1 ~ESSyR t.o +
~ 55 ; 92-9t)5a
~ OF'FS£T A.' SkiM~R E.10STWC ElQS7fAlC 24•
rC 55 -1 Q ; 1 I -04
~`q Do' f i , 1 8'
.0040 ~
6!F 1 ~ ~ '1 ! 5fR1+1[~ W
I PA
L~'~~
ka3n
~ ~H
- • r x
. ~ I .
~
,~~Y .Y • ♦ t Z,.°__ • 1F
~ 13PYC SS .0
Y7 1 1 ~
f ~ PAVELiEN7 G + -0.9JMWW EhSM0ff I
l
+ r PvC 55 ~ WAtME ~A 1 ~
! T.^. gR~~::.vRES ~ j ~ DET ~,~s ~i~
12f r AsSMs^R -o. - - ' i ~HO;~E PARK
~ v, I ~ I 55 ,~2 -0.~~2 I AS,aOR ;40. 1 ~ , I
95 S. ~SCiitR:F~ R... ~ 09552-8:.^v~ 'i~R:; $025
~ 17= E. SPR;^.i'~ A.'E
~ `
~ vRM:;,--R£'S, Y.~=, aa:, 5 ~ --FtM:".^.RM
^ 3
~
i°
~~~VIEW PUD ~
P
r
NQRTHWE5T FiE`-D ~~ORT #
,
sOILs. TFSTING & IlvsF=01v DATE.
3528 E. FERRY PAGF. QF c-7a-s000542 ~
SPOKANE, WA 99242 s
509-534-9731 FA% 5[]9-534-9755 Al~
~
i
----_~._-____....._..t._~.-
~ ~ ~ ~
~ ~ -_.~~~~z.,.}-~, r ...•r, a ~ ;:~2W
n - - '~'ltiv nr ~ ~
rs ~I I
_19 f I, ' r4-14M r".:E 1 I 6!p PVC'. SS uFl'E Gri~..R`.r.i.
~+.o~.as ~sc~sctt.~[ ~ ~ - L n 20.0~'
¢ ~F37LIST. 1~1 ~ -0.~]50 8~ PVC 5S ~ ~ + 43+74_92
8• p~~C' ~ •~1 ~ _6. ~ ~ Easr. zMo
L -i~~.t3a' 6~ `
, f
~
_ s - H
r__..._
_ ti.~...
8 ! F s r I 'r'
~ wv t 3
uJ + 174. cv+
.
rr ` ~r 7
sc i i ~ ~ .l: ~ p J ~ , ~ `P`t71*• ~
_r i~ souNa7~tr SM►nCE
' , ; P I ~ 1 I ~ ° (7vPtcAQ x; 4 ~ c 7 ~I
i~
L°._ !d
: 3 ~ 1-0~F t ~ ~ ' ~ ~ ~-r~ s~ ~ 8 7 ~rt r r
. L
f,'1 4 s, ~ ~
~ f r I
T [ ° ~ f ~ ~«i " ~ 1~ \ • n
BOUHAARY
~q, ~ 1 1
~ cJ
~.HN"r7~i~~~k~c
~ ~k.I'~1ta7
3 OF 8
LoNGr►tEw Puo
Na~tTHWEST FIELD RERO~tT # ~.G
~ -
-
SOT[.5. TESTING & INSFECTION DATE: 2-10 ~
PAGE C aF ~ C•,70-SO00542
3528 E. F'ERRY
SPCIKANE: WA 99202
309-534-9711 FAX 509-534-9755
STf NORTHWEST
1
~
llAIUY FIEI.D REP[)RT
- Pra[ect Information
Praject {dame: Date.
Longview PUd 611 1101
Project No.: Repwt No.:
C-70-SO00542 21
Wealher A*al i'ime: flepwture 1"ime.
ParUy Cloudy 9:30 - 2:30 12:00- 3:30
Client LocW Representative 1 phone number
TomlinsQn Slack Mike Hume
Gem-d Cmkador: S7te RepresertaHve ! phone number '
M[1UClt8[n Cr@5t Ron SChDft
5ubcontractar STI Frood ManW 1 phane num6er
BNce Maward 509-5U-9711
Pap NO. of
1 4
- PNanpower and Equipment Used
(9) lersonnel, (1) rnandtel, ( 1) carnpre,ssar, (1) CAT 3 45B hoe, (1) CAT 23 5C hoe with sheepsfont, (1)
GAT 966F loa.der, (1) Su[air 185 CFM campressor.
FieId ObsemaUns
; Arrived at jabsite per Cotrtrac#rn's request to observe mandrel te.st on 24" sewer line. Entire Zength nf
- 24" sewer main firom MR I to IvIH 5{'I'sehirley) was mandrel testesi and passed. The 8" sewer stubs
exiting MIfs 2, 3& 4 were air tested and passed usihg WSDOT 2000 7-17.3 (2)F s#andards. 4bserved
serwer trench pcravatian, and laying of24" PVC sewer pige (ASTM F679 series 45 DR 35 E3$ L#4),
pipe was bedded with scteened niative materaal and campacted with"poPD StiCIC". Also observed
cvnnectian nf side service for lat 14, block 2, approximately S'FA: 1+75 3'd I.ane.
NC3TE: Plan stations differ from surveyar's stationiag. A 4" hflle was bared in 24" sewer pipe and a
strag-on saddle connector clamped ovexx hole item {CB-4.215 LS}. 4" side ser►+ice pipe was then
insterted into cotinector.
LJpnn aay airival that afternoon, vbseanved sawer main line excavaticsn, placament, bedding and backfill
at approximately STA: 2+54 to 2+76 3`d Lane.
. .
_Jv-
F~eld d Representative Cantractor's Representative
Tms D(k:l1MEFJT RH37 FiEFEFtfNCEO AQDENDA ARE TO BE CONSIDERED RREilkl Y UHTII REVlEWED RHD SICdNEQ 8Y THE
STI CDN5FR41Cf14N ENGINEE~t ANQ10R ST~ ECT Mi4NAGR
povlnik
~
~ Revaewed by Date ST[ Praject Manager Date
I
Corresponding [)efciency Report IVo.
PAGE 2 of 4
PRO,lECT CdAME: Longview P.U.D.
jWr1 NvFtTHwEsT PROJECT NuMBER: c-7o-s000542
AiR ANU MANDREL F1EL0 TESZ RESULTS REPORT Na. 21
3628 E. FERRY, SPdKAN€, WA 99202 DATE: 5-91-01
(509)534-9791 F,AX {509)534-9755 7ECH: Tim .lohnson
LOGATCON MANQfiEL MA1N PiPE l1/AiN SERVICE SERVfCE LiME PRESSURE PASS GOMMENTS
NianhoEe to Manhaie 01AMETER DIAMETER LENGTH f]IA1AETER LEIVGTi H 1 FAiL
(to 9J4 inch (lnches) tfeet Qnches) feet) (Minu#ss) P51
Exst MH to NlH 7~ 211I4 nt/A I I Ip I Tschirley _
MH 2 to MH 3 ~ 21 114 ~ NIA I I I I I p I Tsch9rley
MH 3 ta MH 4 ~ 21 114 ~ NIA I I I I I I P I Tschirtev
NsH 4 to MH 5 ~ 21 1!4 ~ IVIA I I I I p I Tschiriey
I I I I I I I
I ~ N f q I
E I ~ ~ I ~ 1 I
I I ~ I I I 6 ~ 1
I I I I I ! I I i
I ~ I I I ~ I I I
f ~ ~ I I I
I ~ I I I
~ ~ I I ~ I I I
~ ~ I f I ~ I I I ~
~ ~ I I I ~ I I
~ # I I I I
I ~ ~ ~ I f I I
0A5TI1FORMS 0.0MDi
r
J > LLJ 20 S. 'S::H;RL.~ ~ RD S. TS~~i~R:.~ f R~.
Q 5 T=:;Fi R ~ R~•-.,..,R~;. ~8 . 5 ~ \
..R ~ ~EI~ A .,v R J. 'I.rn .~R~
fl ) ~ I
N
:,SSESSOR ;:o. I GREEP::,Cfi£Sl :1A
r• I Q~ I 551-2- .~.V~G I ^J~`E:.~`v1l
55i.~.2-9V52~~
iC Ss~ O $ j
20.00' V I~ EXI . zmu A I ~ 6' OfFSET 4" SEWER i EbSTINC EXISTING 174. eN 24• \ t7a 9E \ I
.0040 , EASEMEN7 EpGE OF
SERVICE ~ N02'32'35
(TYPICAL) ~ PA V~. ~1 I
~--~--f-~- ~LL--SL-
► NIH 2
Ebs H ~ -
~ - - - - - - ` ~
~ f r ~1` • ^ ` ' - r y-~-- J'~ _ -~.(S~ ~ ~
~
V `L a~ ~ I I »w ar Eb511NG 8' PVC SS t ♦ STiN6 I f • ~ ^ ~ ~r. ~ `5 ~ ~ ~ \ ~ r,~ ~ ~ PAVEAIENT Gn - 0.0040 MT I
I ~ . n .nn~n.I
~ ~ ~ ,:••R~• %„'vw• I 8' PVC SS \ SP&ANE
7ERCEPTOR~
'v iFErG~:n:.hE~'i I l~.TJ.00~ C~PJf~CPON $EE \ ~ I
G- -0.0040.n r DETAIL 1. 1S SHEET \ ~ I
•CCECC/~~~..R ; I ~RGL vRGJ vali.G \ ~
: o. ~ FIOtME °:.RK \ ~ \ I
l~'`? SJi4~-VvV~ •CC`....n \ \ I
„
~~~^VV~~.,R p;:o.
• L ~ • ~ C rf ~ C55~~..-J ~ Tl ~ll~~ ~ 6V~~~`5
V ~
~ , ~ . ~..,':FitR:.~ ~ kD.
~.Rr~.~a.~.~r.v .,R 5 ~ ' ; 500 E. SPR;,:;:;c :;V 5 \ I
. I GCJ. 3~v ~ :iREEiii~vREJ, .rr. 990
LONGVIEW PUD ~
FIELD REPORT # ST-7 NORTHWEST ~
SOILS. TESTIlNG & INSPECTION DATE:
3628 E. FERRY PAGE 4 OF ~
SPOKANE, WA 99202 C-70-S000542 ~
509-534-9711 FAX 509-534-9755 c
, ~
~ - - - • f~.`20.'f~.7~ ~ ~ ~ ~ I _ ~ ~
~ ~ - _ - r - _ _ ..e
.ti - - - _ - _ ~ `•_Ir'
i~`J
~ i-'~/]PI ` I~Oe~rfS
yy I~•t 4 L f~Y L. YtiV ~r ~
~ ~ ~ry ~y
T- F ..]Rv i::E. 1 t' W.
8 P~ ~S~J ~a~1~Ci:n,.~~J.
+ m ~
J ! c. - zaoo' 1 ; s 1" 1
f. f7# ~ G- -0.0050 't PVC 5S r Q r ~ 13+74.92
5~ ''~1 r-s' ~r L~ CJ + EwsT. zrio
0"
lox
~ ° i.
~ • ri 4 ~1 . ~ . ~ . ~ ~ --A ~
'1 • . I s ~ f ' r .jJ 4 .---w..._*,~_. ~ ~ '~I `~'~`h T ` _"''~~.?~-r~
~ r --~~-a~~ I 'r
xym ~ ~ ~ ~ - ~3- • - ~ ~ } 4i ~ _ r T77 x
G j„ ~ • ' ~ 1, s I r " ' ~ ~ 'h ~ f ~
174. oN
ry m
ca `-f I I ' 4=, ~ j`•~~ ~ ~ . ~ ~ c° r ~ ay ~ ~ ~
LJ I I . ~ PL7CP' ~ 4' SEYEk
SW NDARY =VIcE o ~ t a
L~ (TYPi~A') X. 8
i • ~ ~ ~ 7'~ ~ = 1~L`~
L1
CL~' ~ g+ f
aa~ . , 0 w t
w
PLJ1T
%
BCIUHE7RRY s ! t I ~ d l~ ~ ca " % ~ a ~ ~ ~ r ~
04
l• i ~
i.~-W ~w Y.~TE
SEE Y,~
I r
~ S~ PL=r
! p `S
' 3OFB -
LaKGV1EHf RUa
r rr.~_
STINORTHWEST F1ELD REPQRT #
SflTLS. TESTING 8t INSPEC'TION DATE: ~/1 I 01
3628 E. FERRY PAGE ~ OF ~ C-70-SO00542 Y
SPOKANE, WA 99242 ~
549-534-9711 FAX 509=534-9755
►~TT~ Nt]R7~1V~EST `
DAILY I+"IELD itEP'ORT
Proiect Infomtatian
Projed Nsme: Date:
Longview PUCl - 6111101
Pr*d No.: Rspoft Nkr.:
C-70-SO005E12 22
Weati'ier Ardval Time. [?apaftre Tirre:
Pardy clouayscooe - 48°F 9:30 - 2:30 12:00- 3:3o
Clieryt: Local Repwaitave 1 phans number
Tvmlinson Black Mike Hume
Generw Contractor Ste Represerd*w 1 ptmne num6sr
MQl.If1ta1n Cfe5t FZoCI Sch4ft
SubCantractor STi Pr*Ct Nlmaer Pom number
Bruce Hov+rard 509-534-9711
Page rD. Of
1 2
- Manporrer aW Equipmerst Usd
(I) CAT 3458 iraek hac, (l) CAT 235C hoc with shecpsfnat, (1) CAT 966F loader, (1) Sulair 185 CFM
compressnr, (1) soii screener.
FWd C]bservations
, Arrived atjohsi#e per Cantractor's request. {3bmved final placement of 24" mairs line sevaer inta MH 6
- vn 3'd Lane. Contractor useS a femalelfemale caupler and 2 tenghts nf straight pipe to make connectsan
into NH. Contractor used screened ruative matexiaf to bed pipe; compacti❑n was by "pogo stick". ,
Conbractor cvveared pipe with screen€d materiaL and them backfilled with native ma#erial. 5ewer trench
hackfill was compactel with sheepsfaot raile9r an excavator.
*Fieldepresentative Cnntractar's Represen#ative
XF45 WCi31alENL AHD REFE1iENCED AQCiEfJOAAItE TD BE CQHSIdEREQ PREi.IMIFfARY l1HTIL REVIEIMED IUfD 51GNE[16Y THE
5U C4N5T FtUCTION EHGlNEER ARfD1~ ECT MANAGER.
- i.r' ~ ~ ~l !JI d
Reviewed by Date STT Projeat Manager Date
I
~
Garresponding oefic" Report Pto•
~
SEE ~ ~
5' P , ~ ~S~i,, ~ T
r~r
L ~
3RD A~. ~ y ~ ~ ~rT~ ~ ~ 3 E , I _ ~ _ rJ
- -1`•~` "~'L ~ ~ ~ i '7 H $ 9 10
- - ~J L. .I~3 ACwT
?r~no er Obtimta~, " -
r aic HA~~~arr ` _ _ _ _ SMVKE
j ~~7S79F - 't ' TRXC.T 'K : •°Y- y ` (TYPIC+V-]
ir : _ ■ T---p--~ r- --1--~.
TSCKffW. - - --1-~
I C'j 4. ~ ,g• CFrXT
~ -~CD I_ 1 10' uui7Y
f ~C Kc ~ ~ __Ot~ ~ f'~)
i G 1 ' ry~ , 15- --•--17J _~Z_°• -_..__S~._..» ~ ~!~.r_• --~~~.~c-" `5
BOWi0AR1'
LDNt;1►IEW PUD
STINORTHWEST FIELD REPL)RT # 2~Z
~ '~ol
50IL5. TESTIl~G 8t T~+iSPECTION flA,TE: , ~
3628 E. FERxx PAGE QF ~ c-70-sa00542
SPOE{ANE. WA 99202
309-534-9711 FAX 509-534-9755
&W NORTHWEST ~ -
, AAIi1Y I'IELD REPORT
- ~iecr ~~~aticm
Prooct Name: Date:
Longview PE1D 6t13l01
Pfo}ect N[A : Repcxf No.:
C-74-SQ00542 23
weather Mi►ral Tirm: t]eparture Time:
doudy-55°F 10:30 11 :30
c{iarit: Loca9 Representafive 1 phorse nuuner
Tomlinsvn Black Mike Hume
Gened Conbador sM FlepresentaM tphwe number
Mauntain Crest Ron 5choit370-6026
sutmtr~ sn Pmox I Owne n„mt~
Bruce Howard 509-534-9711
Page No. Of
] 2
Marpawer aM EqWprreM Ussd
(1) CAT 345B track hoe, (1) CAT 235C hoe with sheepsfnnt (1) Case W341oader, (1) trench bax, (1)
Sullait' 1$5 CFM campressor.
FWd ObserMons
Arrived at jabsite per Contractor's request ta fiLspect sewer line placeirnent an 4b Lane. At the time of
arriva, cantractar kad pkar,ed 18" PVC sewer pipe within 30` of MIH #14 an L,ang RQad. (MH nrst
placed yet). Ccm#ractar was ledding sewer pipe with screened native material, then campackecf with
"pogo st'rck." CQttirac#ar is aware af 6" transi#e water line, crassing 1renGh. There are several phane
services in the inteacsoction of e Lane and Lang T[nad that the cantractor is exgosing-
~ 1 ObIiWJ"r.A/
YSTI Fisld Representative Coniractor's Representative
Yw 09MWarrMD WFERMOAMERM nRE roeEPMVWY REVEWEnnNaSIGNEOSY mE
STI CON5'TRUCr!(]N ENGRJEER NiQIORs~ 9EC'f iMFWAGER.
- - ~ ~ 6 f r ~ [v e yr ~It'~I61
~
Aeviewe,d by Date STI Project Manager Date
I -
Camespanding i3efiaen.y FZepart No
- -
Q {
.
~
4
~ z ~ ~
i
S.~
I _i 4 or ecaM ~ Pus ~
lir u7nm BOUNnMr p tll~ f E I U ~ zos4.~+
~ 4------.- ' ' ~ ~ ~
SAN SEOM _ K - -
s' STUB ~ --°--it-it ~ F-
~ - - - - __.r - -
t 4Aae ~ 4 fi~R 1k ,y
6
SERM -T aprscs ~OSO'MT g„ 40+
i~t M ss
i I
10 9 8 7 6 5 4 3 2 1 6 R~~M0020
~
~ ~A"
LvNGV«vv PuD
STAi NORTHWEST F1ELD IiERaRT #
soILs. TESrnvG & nvsrEcTIoN DATE:
~
3628 E ~ERRY PAGE ~ QIF C-70-SQ00542 .
~
sPOKArrF., wwA 99202
509-534-4711 FA3C 509-534-9755
S77 NoRrHwEST ~
DAILY FIELI) REP(]RT
Praiect Irformat►an
Project Nane. Date.
L9ngview PU❑ 6114101
Praod No.- Repi Na.:
C-70-SO40542 24
1Neafhw Nrival Fime: Qeparture T'une:
Partly CbudylC•ao[ - 58°F 10:45 5:15
aet• Loa Representatixe 1 pt►one numbu
Tomlinsan Blacc Mike Hume •
Generai cantrador: Sh ftreserttaWe 1 pWne numher
Mountain Cresf Ran Schntt
Subcontactu STI Projed Mampr 1 pnane number
Bruce Hcywward 509-534-9711
Page No. of
1 4
- Manpmrer and Equiprrient Used
(1) l$S CFM 5ullair campressor, (2) tes# bul6s, (2) Persottnel.
- ~'ieW [bseivafim
Arrivod at jtrbsite per Contractoes request tn perfortn aar test an 24" and 18" sewer rnain. Test began at
Mll 5 to MH 6 on Third Lane, and procseded upstream on Tbird La.ne to Manifold T.we to 4* L,ane.
The sewer pipe hetween MH 13 and MII 14 was not tested. The sewer line betvveen Nli 9 and MH 1{}
failed the air test. Visual examinaticrn by the carrtractor revealed a crushed 22 112° elhaw in the side
savir.e to lot 3, block 5. Conbractar acadateci and repairad elbaw, baekfiiLed aud ccrmgactect with
screened native znsterial. A re-test of sewer line gassad. See attached for resutts..
~ .
~c7ra NW. rw
STI Field Representative Contractor's R.epresenrative
THs mM Nr nNo FtEFE~DADDENDA naE To M ODNSt"a PREwM r urrriL REVIEWEn aKn StcRO ev THE -
S1'I commmmmN ENuNEm ANpfoR STI cr wuNnr€R
~
Rev iewed by Date STT Praject Managee Date
_I
Carresponding Defidwicy Report Plo•
-
d
PAGE 2 af4
PRpJ£CT NAIVIE; Longview P Ll
NDRTHVVEST PROJECT NLlMBER: G70-5040542
A#R ANp MAMOREL F1EL8 TEST RESI]Li'3 REPC7RT No. 24
3628 E. FERRY, SPaKANE, WA 58202 DATE: 6-14-01
(509)5349711 FAX {509}5349755 TECH: Tim Johnson
LOCATION MANDREL MA4N PiPE MAIN SERVI+CE SEFtVlGE TEME PRESSlJRE P14S5 COMMENTS
ManhQle to Manhole OIAMETER OIAMETER L.ENGTH DIAMETEFt E.ENGTH ! FAEL
(to 114 €nch} (lnchesL_Hf9etL_,_~inches) jfee#) jMinutes) PS!
MH 5 to MM s ~ j aa 340 9 f 125 i sa 3.8 ~ p ~ MH 8 to MH 7 24 f 333 ~ 4 f 300 ~ ST ~ 3.8 ~ P f
NIH 7 to MH 8 18 ~ BB ~ 4 ~ 25 ~ 1$ ~ 3.2 ~ P~
MH 8 to MH 9 ~ 48 ~ 86 ~ NiA ~ N1A ~ 18 ~ 4 ~ P~
MH 9 to MH 10 18 ~ 66 r 4 ~ 25 ~ 18 F ~ Re-test after six, passed.
MH 10 to MH 11 ~ 18 ~ 150 r 4 y 100 ~ 35 J 3.6 ~ P S
MH 11 to MH 92 f } 8 120 ~ 4 ~ 75 ~ B ~ 3.$ $ 9' ~
MH 11 to MH 13 ~ I 18 ~ 175 ~ 4 J za ~ 35 f 4 ~ P~
1 I 1 I I I i I I
i ~ I ~ 1 I I I I
I ! I ~ ~ i I I I ,
I I I I i 1 I I 1
I I ~ I I ~ ~ ~ ~
I I f ! I I 1 1 I
~ I ~ ~ I ~ I I I
1 I I ~ I I ~ I I
I ~ I I I M ~ I I
I ~ I I I I I I
1 i I ! ~ I I I
I I I a 1 I I I
0 1STIlFORMS V1.04109
, I• ~ ~
• 6 ~
' ' • ~
t
~
t
~ 55]92~Q~~5 2""_'-
31D AiIE 9 10
-009mm . somm -~1RAG"r r ~
- - ~ 7=
- . r.... - -
0 _ -N_-_._° mw
I w - - - ti 4Y'tr . " - ,
7
~ N z ~ ~ _ _ ~
ti w o _ _ ~ ~ ~ ,.z~"' - ~ ,
. I LLJ 0
0
J4
- -r4 5
~ $ _.}p 3 . --"~I^ ~ ~C _ 3
• ~ ~
~ EL
1 ¢ ~YN~M r
~ ~L~_ ■ ~
~ o `PUtr
COF291N AD[311'EON ~ ~ 2
--4----J~ Td GREEAlAC1~E5 r-
4TH A11E. AS5E5504~ hfn. 6
55192-0329
~ ~
' y 4 ~aF 6
!
LONG►I1EW PUD
►,~I 1VURTHWEST Fl'ELD REPDRT#
~#TE. ~
~ D
SOTLS. TE5'I'~TG & Il~tsPECT'[DN . PA~aE vF ~ C-7[]-SO0D5A~2
3628 E. FERFtY
SPiJKANE, WA 99242 ~
509-534-9711 FAY 509-534-9755 .
~ , . _ .
2 2
~ ' ~ I ~ - ~ca ~
1 a ~ . ~E
"9c~ u SOFnM a ~,vRr La, ~ ~o,~c~r ~
1 'YAlIHOLE H0.7
~ EABEMgNr na►Etr EL+zoa+.s+
s,w sEACR 47=-
s• SWa , r----_--
- - a - - . - - y.. r - 1
1 Mlf I ~ r• 4B~IER ~ `l l~ 174tE ~.7N
~ -6' QF'F*.+Ef ~ ~ i I ~ `\-18' PVC SS
6
~yp~~ LOFEO RQ` ; G.-4.0020
11 10 9 B 7 fi 5 4 3 2 1
ti ~ 3 ~l
~
ftur
~ saummff F ~ . I I
LoNGVIErv Ruo
AVTjf NORTHWEST FlELD REPORT #
QATE. G~1~ ~o I
SOTLS. TESTING & iNSPECTION
3628 E. FEf:R pAGE ~ OF ~ ~C-7Q-SI)I~0542
SPOKt-tNE, WA 34202
509-534-9711 FA3C509-534-9755
S)77NORTHWEST
DAILY FIELD REPORT
- Proiect Irfortnation
Project Name: Date;
Longview PUD 6/15101
Project No.: Report No.:
c-70-so00542 25
Weatltisr Artivat Time: peparture Time:
SunnyMot 8:00 12:00
GieM: Loca1 Reprmntative! phone number
Tomlinson Black Mike Hume
general Contrac;toe Slte Represertative / phone number
Mountain Crest Ron Schott
Subcontrador STI Rrojed Manager / ptmne number
Brucs Howard 509-534-9711
Page No. oi
1 4
- Manpower and EQuipment Used
(1) 185 CFM compressor, (2) test balls, (2) personnel, (2) mandrels.
Fietd Obsetvatiore
Arrived at jobsite per Contractor's request to perform air and mandrel tests. Air and mandrel test was
performed on sewer main from MH 13 to MH 14. The remainder of the 18" and 24" sewer line was
mandrel tested only. Tessts were conducted on 3`d Lane, Manifold Lane and 4h Lane. See attached for
details. All tested sewer pipe passed.
~
ST'I Field R~resentative . Contractor's Representative
THIS DOWMENT ANO REFEREkCED ADDENQA ARE TO BE OONSIDERED PREUM Y UNTIL FEVIEWED AND SIGNED BY THE
STI CONSTF~ICTION ENGU[EER ANDIOR S ECT MANAGER. CUA-
, Reviewed by Date STI Project Manager Date
~ t '
Comesponcring Deficlency Report No:
, -
,
PAGE 2 ❑f 4
r
PRC7JECT NAME: LQngview P.U.D.
N4RTHV~EST PRO,lEGT Nl]MBER: C-70-S000542
AIR AND MAfVDREL FIELa TE3T RESlJLTS REPORT No. 25
3628 E. FERRY, 5POKANE, WA 99202 pATE: 5-15-01
(509)5349711 FAJC (509)5349755 TECH: Tim Jflhnsan
LOCATfqN MANaREL MAIN PIPE MAIN SERVICE SERVECE TIME PRESSLIRE PA55 COMMEMTS
Manhole ta Manhnle D1AMETER I71AMETER LENGTH DIAMETER LENG`CH 1 FAfL
(to 114 inch) (inches) (feet) onches) (feet) {Minutes) PSI
MH 14 to MH 13 ~ 16i!8 ~ 98 ~ 353 ~ 4 ~ 100 ~ 48 ~ 3.8 ~ P ~ Mandrel and Air
MH 13 ta MH 11 16118 ~ 18 ~ 175 I i I ~ I P I Mandrel vnly
MH 11 #o MH 10 ~161/s ~ 1$ ~ 150 I I I I I P l Manarel aniy
MH 70 to MH 9 ~ 16118 ~ 18 J 66 I 1 I I ~ R~ Mandrel Only
MH 9 fo MH 8 1 7 s1/8 ~ 18 I 66 I I I I ~p~ Mandrel rJrtly
MH 8 !o MH 7 ~ 161/$ ~ 18 ~ ss ~ I 1 I I P I Mamdrel Only
MH 7 to MH b ~ 21.36 I 24 I 333 I I ~ 4 ~ P I Mandrel Only
MH 6 to IVIH 5 21.36 ~ 24 340 I I I 1 I p ~ Mandre! Onfy .
I I I I I I I I I
~ I i l I ~ I i I
I I I l I I I I I
I i I ~ ~ I ~ I I
I I ~ ~ ~ I I I I
1 I ! 1 I I 1 I I
I I I 1 I I ~ I .I.
I I I 1 ~ I ~ I I
I I I I I I ~ I I
I ~ I I I I ~ I I
I I I I I I ~ { I 0 1STIiFQftMS v1 0 4101
A 1 /1.,~~~/~ • ~ "
~
• 1
2 2
I E ~ ` ~ ~ !
~4! eanM ct r ~p~ ~I LONG RIL PRoJM'r ro►a
e antit I r~ ~ Yv'~ i uINHdRT ELr2034.34
SAw
8r STU9 ~
- - - - • ----y-.._-_.f.-~
I
~ 4Lae I 4 Bmmm a arn
j
~ ~ F~ & 404 I\.-~t PVC SS
LlfHO R19. D+--aO~U
11 10 a 8 7 B 5 4 3 2 1
~ PLAT►~m' ~ 1 I 1
l
LQNG►rIFw PuD
A,VTf N~RTHWEST FfELD REPDRT # 2- ~
SOILS. TESTING & IlNSPEGTTON DA TE,
,
3628 E FERRY PAGE ~ OF ~ C-7II-SO0(]$42
SPOI~u~1F, WA 99202
509-534-971 l FA]C 509-534-9755
" l
~
~MER R'►~l1~ ..,..n......... 5,W
~ 9Z-03Q5 ~ • ~ r
D AVE. " ti• ~r-
~ 10 ,
7
r n ~~itr~'+' cdrn~a"' ~ ~ ~ % ~ _ ~ ~ - s:~. - _ ...ri TRACT
~ fl~7~7.7R • _ - ~c~r -
r _ ` ' + • ~
e ti ~+t~esa~w
~ ~ 7
I U).1Q Lo
- ~-~i~'~ _ ~ ~ _ i7~ rs
_j
a
_
N6
g
s 8 t _ _ _ S '
' L'r ia.~ ~ n
f 4 ~ , YY ~ I
, 2 ?
cORBIN AaniMaN I -
TO GFdEENACRES
41'H AVE ~ ASSESS€}R Ma. fi
55192-0329 1` j-_._-----~
aONGVl'EW PUD
►►~WINaRTHWEST FIE1.D RERQRT #
DATE:
~ F Zf C-70-SV00542 g
3628 E. FERRY SarLS. T'ESTING & II35PEC7'ION , PAGE [i
f
SYOKA1NsE, WA 99202 f
509,534-9711 FAX 509-534-9755 ~
~ ► NC]RTHWEST 1 ~
nAILY FTELD REPaRT
~~~t Worrnauen
Prnject RIamQ: Qate
Longview PUD 6i21104
Project No.: Fteport No.•
C-70-S400542 26
Vlleather Arrival Trme Eleparture Trme:
SunnylHot 9:00 11:00
Clienf Locd ftpsesentative I phons number
Tamlinson Bkack Mike Hume
Grenual Contractm; Sb Repwaerttative 1 ptwm number
MD[JntaIn CfESt R@I1 SChfl$
gppwntrador ST[ Pn*d ManaW 1 phone num6er
Bruce Hnward 509-534-9711
Page No. of
1 3
- Mmpower and Equipmertt Used
(1) CAT CB 244C finish raf ler, (2) persannel.
- Fiefd Observagans
Arrived at jobsite per Contractor's request ta test r.,ompactian of CSBC far curb and gztter. Tests wea'e
taken an the east sitle of Tsehitley Road and an 3`d Lane. A pFOCtor of 142.2 pcf. rvas used; proctar
was a 5pokane County test pmvided by Spokane Rack Product.s. Initia3 informataonal shQts on the
section of curb an fihe east side of Tschirtey, fcom the beginning uf curb w approximately 9+50, showerd
a compactian of 88% an average. Cantractar brought in a GAT CB 244C rollear; Cantractar sfatic
rolled tne curb section. Informational shvts shovved an increase in cnmpaation from appraximately 88
to 92%. Campaction plateaued at that pourt. Engineer was notif ed and satisfied that "proof-roliing"
achieved as much comgactinn as was availahle.
Rcock useI belaw curb was an 1 114" - CSBC Material. A sarnple rvas taken frorn the stockpile vnsite
for Froctvr sud gradation.
~I
~r
S'I'I Field kep entative Contractar's Representative
Ta ROCl1MEN7 AN[] FiEFERENCED AflDMM ARE TO &F CORlS1DERE0 PREUMINARY l1NTIL REVIE+1kED AH4 51GNE0 Bl' THE
~ 5'TI CON57RI1CTION ENGIHEER ANDIOR S ECT MANAGER.
a4/
LG~ ~1 Z ~ 1D I 7/
Reviewed hy Date ~TI Project Manager F7ate
Corresponding []eficiency Repart Na'
2214 East llivcrside
Spakanc, WA 99202
~~Tl NaRrHwEsT (509) 534-9711
Fax (509) 534-9755
] ')RT OF F1ELll CDM3'ACTI[JN TESTS
Date: 6121101 Project C-70-S004542
Client: 1Mike Hume Praject Description: Constnuctian Testing Ser►+ices
Tamlinsan Black North, inc. Longview
$205 Nnrtb Division Street Spokane, Washington
Spokane, WA 99208 Field Report 26 Page 2 of 3
Density Std: 2203 Moistute Std: 667
Tecbntcian: Tim ]ohnson
TCSt D8te I.o=Yion Uepth se[w s(i. wm MOimmo% Ihy Ms[a+al Pe,~ne pmor RetmoeoT
Np. Hevahon Dertaity Qe=Cy TMe CaMPB.ban F" No.
Tschirley (Pff)
i ~ 6-21-01 ~ ra+ia right Ncurb & gutter 142.5 ~ 5.6 ~ 135.0 I i ~95 NP I
2 6-21-01 ~ 10+70 right M C►~ & gutter ~ 144.8 ~6.5 ~ 136.0 ~ i ~ 46 P I
3 6-21-01 N io+~~ right cur~ & guaer 144.2 ~ 5.4 136.8 I 1 I 96 I P I
4 6-21-01 N 8+75 curb &gutter ~ 135.3 3.5 130.7 ~ i N 92 I P* I
5 ~ 6-21-01 N 9+30 I curb & gucter I 136.0 ~ 3.8 ~ 131.1 1 92 I P* I
- I I I I I 1 C I I 1
'-i I I I I ~ ~ I I
~ ~ ~ I I I l
I ~ I I I I 1 f I,
X Nucleat Method AST'M D 2922-96 Standard Proctor ASTM D 698-98
Sand Cone Method ASTM D 1556-96 X ModifiQCl Practor A5'I`M D 1557-98
Pn)dor# lAb smwk # D--pb,n U= %A. ~ ~
mow= amuv
I ~ CSBC - Spokane Cmnty L,ab 142.21 6.9 1
].Fili F. Test Resufts CQmply With Specifications.
2. F. "Test Resufts Ila Not [;vmply With Specificativns.
ATOTES: *Passed hy obsenration. '
David C. Lehn
L,aborafory Supervisar
- ,
• ~ , ~
~ ~ EL.~2CY33.7Z ~-w- - -
¢
-~..A, rr •in I ~
~ ~ :i1~i_
Q 1,7419 ~ . L
„
1 P~ ss i<~~~
T a w
~ 2 E ~-P.~~' , ~ _ ~ ~ L = 2O.OD' ~
I ~7CI5~. R17 YE: S1 R R0. ~ G- -Q.DD5Q S- PVC 5S r 0 :"r ~ 73+74 9~ '
~ 8* f ~g' ~T L ~
g~g.~p- EXIST. 2Np
L I'1~' . 3R A . ~ 0os3 6r~ ~ i } ~
\ m • ~ I or
~~--f-
' ;;:s-_ ; ~ --~i; - • y~~ ~ - - - . - ~ ~H ~ ~ ~
- `~v~ ~ - - ~e. _ .
4
~ ~ ~r~,,..pi.~e. ~ r p .s~ k
PIRVEMSOM
r
174.9 vH
S~ ~ - • ~ . ~ ~k i j ~ ~ I E a~ I ~
r ,
ci ~ ~ • i J~~ i L~_^9-I ' ~ us r' o~ ~
ir ~ o , i ~ ~ .z Pi~~P e SEWER , ~ •j ~ ~c ~ ~ I
B~1N~]~v ; ~FfiV#~ r
~Y ~ 1 y ~ y ' r ' I I ~'ry
~ . 4~~ x , G'`S
T Q
1
, ' ~ ~ r~., ~ , ~ ~ti 91 G .r i ~
~ ~
~ • ' k ~ ~ 1 .i,..r ~ ~ i 1 to w 1 ~
PLAY P s ~ R I t~f1 ~ ti ~ "C /
8013NaARY , i - • ! `
' • ` q1~ ~J
~ 7`f.1~1~~ •
S~ P6~S
" 3 CiF B
•
LONGV'iEW PUD
• E
` Sm hiOR'`HWEST F1EL[~ R~~~QR~T #
-
SQTLLS. TESTING & INSPEC'fION QATE:
3628 E. ~~RRY PAGE ~ vF 3 . c-70-sv00542
SPOKANE, WA 99202
509-534-971 i FAX 509-534-9755
VTJ' NORTHWEST .
DAILY FIELD REPORT .
Proiect intormaton
Project Name [3ate'
Longview Rl1Q 6122101
Project No.: Report lVa
C-70-SQ00542 27
Weather Mival Tffne Departure dime'
5unnytnrarm 6:30 8:30
Clieni• LomI Repvmrfttive l phone nLFWer -
Tomiinson Black Mike Hurrx:
General ccmfraft: sate Reprewnt6ve 1phorte nwnW
Mvuntain Crest Ron Schatt
Suhcontractor srd Pmjed Manager ► phone number
Bruce Howard 509-534-9711
Rage No of
1 3
- MaMmu and EquoTmt!!sed
(I) Paving machine, (l) Flat bed trurk, (6) personnel.
- Fidd ObsoNatians
Arrived vnsite per CQntractar's request. abserved plaoement of cancrete curb and gutter on Tschirley
- Road and the radiru5 around an 3`d Lane. Perfarir►ed slump, air twts and cast cylinders.
~
n ~ ~ r
~4~~
~
5~ I F' d tative Cantxa.~tvr's rese~tive
T [7 h~ RH[l REFEREHC~ ADAENQA ARE TC7 ~ ~OOF~~ERM R~tE11kIlHARY UNTIL A~l[7 NE]] ~1' THE
5TI ~HSTRUCf14N EHGIHfER ANDIClR 5TI PRm.IE ER
f
~,eview~d y Date S'' Projc r Da~~
~
l)ll0jE,cl-- C-70
1'1tD.1ECT No :L ci A ci c , e,.~ (.tT-)
RPPC]R I' No.: 21-
jWTf NvRTHwFST aA T E: 6. 1221b r
I'ECH: j ; ~o
3628 E. FBItRY !a4r ~v 3
5POKANE, WA 99202 CCINCRE'I'E SAMPLTNG AND TEST REPORT
(509)534-9711 Fax{509}534-9755
. . . FIELD DATA $ATex DArA
COxCIMTE5vrrLrEK ~ i2~,4fiq\ ~'c•e. ~ ~ s~ Mrx xo : _32
rrATE oF sANiPLE ~ 122, Jo[ rAUCx No.: 11 ~
TUAEoFsaWLE TIcxEx W: 2 oo n i
wEATHERrM1►W 6,5- ~ - ~ SAcxS G~elrrEvT /c.V. f"a '79
sAMEPLE TM zo~c. t,~l 6~[~ ~ ~~~MEM AS-1
M[rcrMTM vr,~rlm 66uAeC ~ BA'rM 'rUn S': 41
sAMrr.:E LOcAzzaH Em rAcEmutwr Tnrm -7 ' IS-
ir1 e-t ~ AnMnCnmFS IA 13 A ~r ?0 TiITAL CUSli: YARAS PlACED ~ d MAX A'^•-°EG-':TE SIIZE `~A
SAA+IPLE 7°AKEN F7tUA! ri.r-i C.Y. vf '30 SA'CCN WATM O6s) /uW
GSurr Sox ~ WATEI[;CEMEAIT RA`lB[i ~ v-q~
Notea: ~ DESiGIYS'TRENGTH 0i31:1 t<ll
id-
' kULA TESTING DATA ~
TEST RESIIT.TS SPECHUD VALUES
sLUMIP (1 ~4 in.) CAS:rM c 1431 y 3q
CONCRE`1 E TEMPERATURE [ASTM Gi 064]
AIIi C[JNTENT (0. 1°!n) [ASTM C 231] 1J 70 " ~ -
WATER ADI1ED (ga1) WATER:CE1VIENT R ATIO d • ~ ~
LABDRATDRY TESTZNG DATA ~
LAB FIELD pATE TEST AGE SIZE A.REA TflTAL STItENG`IH TECH $REAK
m xo. m REC'D DATE (Days) [sq. in.) LoAD (Lbs) (psi) TYPE
3q6- r7 p
42~ ~
, .
SAMPLEI] BY CHECKEI] B Y REVIEWEQ BI'
AsTM e3 i,c39,cs i 1,c617,ci23 i -
0:15`I`UABlF0RM5IC0NCR REPC]R"f V10 3100
- - - r
[ j •'IRI 1 .1
L.~ 1'R 1
n~~ 4.ti vY1L. ~ r1 1 C.] . .
+
i ~YYA+~L L.G ~r L~.~J Y11 [.,r7 r PT~¢fi~V y■Y''~R?~~'~y ~~R 1
~ t ~A1 ~ ~
r~ r1 ~ .7~, FR NMIr rf~GCT
nuYJiilVir ~,`2~.~ I L= - - -
----~~~~.'-~ir..~.-~~rr r~-+~s~v C F~re -.~yn T rVn n~ `a~
`
r^r E- cvn nr~. ~'r~v C. vnv~ ~
~-ei.yn ~sa ~i,E. I Q, ~Y b 4* r y~ib pa .7J
+ f'tiv r~. lJ 1Z •b! ~ ^ n ~ ~ ~
i. ~7:SC.hfl L m 20.00'
~I.~~ R" - r~' ~ ~ ~ a ~ -v.~ s ss T ~
$lv ~ ~ -r ~ ~ - ~ Xi
' . . A , ~
l~ 6 ~t~~
~ ~ . aH
~,:y ' ~ _ - • ~ - • -
~s~~ ~l ' 1 ~ 4
-
r""t, sl~ n ~ LP~1`
° • ` 1' I I - ~ BOl1N0AItY SERVIt:E C7 ~ I
•(T5'F4GAL)
x i~
~
~ l 4,;?
x ~ ~
y LI?~~
ui i p
fui'i7 5~
Ci ti\ ~
~
sEE oN-sI-~
~ PLANS
3 OF $
LO,T►IGVIEIN P'UD
~
ST&O ~ NORTH'L~VEST F1ELD D~"r~: ~ I~P~2aT [ a 7
soII.s. rEs~G & ArSr~c~orr PAGE 3 OF 3 ~628 ~ FE~.RY 4:-70-SO00542
5P(3KPuNE, WA 9920z . ~
509-534-9711 FAX 509-534-9755
,VV77NaRTHWEST
- I)AILY FIELD REPaRT
• - Praiect Infarmaffan
Projeci Nams Qate-
LongVi£W PUD 8125101
Project No Repart Na
C-70-5O00542 28
Wea}her • Arrival Time- Departure TEme;
Sunny - l5°± 9 :3D 2:45
Cfiient. Locai Repre,sentative 1 phone number
Tomlinson Biack Mike Hume
[3eneral Contracfor. 5ite Represeafative 1 phane number
Mountain Crest Ron Schott
Subconfra[tor S71 Pr*ct Manager I phone number
Bruce Howard 509-534-9711
Page Na. of
1 3
- Manpawer and Equiprnent Used ,
Mandrel - size tyjpe 5D35 SN: LPt3 71090-7 OD 7,2$.
- Freld Observatons
Arrived at jo6site per Cnntractor's request. Upon arrirral, observed CLC re,prescntatiue measure
roadway grades on Tschirley Road. Alsa observed mandrel pull from MH l l-Y2; no jams or clogs.
Some silts washed into mamhales. MH 12 inlets nat grauted yet; to he grouted today, 6I25I01. Air
tested between MHs 12-11 at 4.5 psi far fQUr minutied at 121Y +78' and held. Contractors excavation
crew nvt onsite this aftemoon, '
n
~ r n
STI Field esentative ContraGtar's Representative
~HIS CLIMENT AND REFEFiENCEO A[]DENDA ARE TD 8E GONSIDEREO PREM1 l1NTlL AEVIE1NED AN[3 51GNEb &Y THE
STI CANSTRUCTION ENGIMEER ANeIOR STI P 4 C'f MANAGEft,
Reviewed by Date TI Project Manager Date
Corresponding Deiiciency Repnrt No-
`PAGE 2 af 3
PRDJECT NAME: Lnrtgview P.ll.D
w'FWyj NORTHWEST PRD,IECT NUM6ER: C-70-SO00542
A,IR AND NfANmREL FiELD TEST RES'LILTS REPQRT Na. 28
3628 E. FERRY, SPOKANE, iNA 99242 DATE: 6-25-01
(509)534-9791 FAIL (509)534-9755 TECH Aarvn Graham
LQGATIDIV MANF,7REL MA'fiN PIPE MAII'V SEhV1CE SERUICE 71ME PRE5SURE PASS COMMENTS ~
Manhole ta Manhale DIAMETER D1AMETER LENGTH DIAM'ETER LENG7H 1FAIL
(to 9t4 inch) (Inches) {fee#) (9nches,) (feet) (Minutes) P5I
nnH 12-11 ~ s 8 120 I i ! I a P ~ Mandrei
MH 72-11 8 120 ~ 4 ~ 78 j 2 ~ 4.5 ~ P~ Aar test f 2 minu#e stabilize
I I F I I I
M I I ~ I' I
I I I I I I ~ I I
I I ~ I I I I I r
I I ~ I I I I I ~
I I I I I ~ I I I
I I ~ 1 I I ~ I
I I I I ! I I
I ~ I I I I I
I I I I ~ I I 9
I I I I I I ~ I
I I I ~ I I ~ I I
~ # I M I I I I r
I ~ I ~ I I I ~ ~
I f I ~ I I I I
# f I I I ~ ~ ~ I
I I I I ~ I ~ I I
0 1STIIFORINS v1 0 4101
2~
~ ~ i 2 ~ ~ ` ~ -Ixa f
I ~
r ' ~ u nomm & ~rW um RM + P i j Pac.Ecr aekr
EASDMr i F UAMr ~=~a3+.a+
, - - - - ~~~E T-
sAr+ s~ ~
e~ srus i r~....,..._.~._~
- • - - - - • - - - - - - - -
~
Y I.DI ~ ~
i 1'Jt4 tM
I
~RV~I~ ~B OFt`.~T ~ MAMIENT &
LT I j ~1G' f'~C 55
M~ ~ I ~ ~ [r-4.bG2C
11 '~0 5 8 7 B 5 4 3 2 t ; 1{
~ ~ ~
I 1~ ' i E
~ i
~ II
~ BOUNMAW
~ I I E
LvwG►rIEw Puo
FIELQ REpD'li7 #
■ NOR'T~I~v'EST QATE: ~ ~as ID r
SCITii.S. TESTING & IIdSPEC'Y'ION ~
362$ E FERRY PAGE ~ OF3 C-70-SO00542
SPOKAiv`E. WA 39242
549-534-9711 FAX 509-534-4755 ~
I
.'17rvoRTHwEs-r'
~
gAy *
DAIUY F'IELU REPORT
• - Proieci lnformafiQn Project Name: Date:
Longview PUd 6/27101
Project Na : Fte,porf Na.. C-70-5(100542 29
Weather Arriva! Time 6eparlure Time
claudylrainy 9:30 -12:30 11:30 - 4:00
ClEent: Lacal RepresentativeJ,phone numbe r
Tvmfinsan Bfack Mike Hume
General Cantractor• SEte Representative 1 phone numher
Mvuntain Crest Ran Schott
Suboontractor STI Project Manager 1 phone number
8ruce Howard 549-534-9711
Rage Na of
I 4
- Manpower and Equipment Used .
(l) CAT 6235 scraper, (I) CAT 140G grader, (2) CAT CS563C ro9ler, (1) CAT ioader, (1) watertruck,
(3) persannel
- Field Observafions •
Arrived at jobsite per Gontractor's request to test subgrade. At the time o#' arrivaI, contractar was
compacting subgrada I)ue ta the extremely rocky nature nf the natiVe sail, it wasn't passible to use a
nuclear gauge to test cortipaction, S❑il was probed with a steel rad and fnund tQ be firm and
unyeilding.
i
[]n any return in the afternoon, the cvntractor was spreading, wetting, and compacting CSTC pravided
by Spofcarie Rack products. []sing a proctor r+alraE of 142.5 pcf, provided by Dave Fishar of Spokane
Rock Products, campaction tests art the frst 4" lift vvere talcen. A minimum compactive value of 95%
were achieved in aecordance with Spcakane Gounty standards specifcatians. A sample of the GSTC
was obtained for proctor and gradatFOn tests at the STI lab.
~
;OSTI F[eid Representative Contractor's IZepresentatiVe
THlS DOCUMEiVT AHD REFFRENCED AODEhDA ARE TO BE CAN3[DEREQ PPiELIki NAftY 17NT1L ftEViE1NEp ANp SIGNED 8Y 7HE
STI CANSTRUCTION ENGINEER ANdlUR STI P ECT MAiVAGER.
z g/of G/~9loi
- J ReViewed by Date STI Prajecl Manager Date
Carresponding f7eficfency Repari No
362$ EasF Ferry
Spokane, WA 99202
JWr,ff NDRTHvvESx (509) 534-9731
Fax (509) 534-9755
1~ )RT QF T+'IELD CDIVJPACTIQIITTESTS
pate: 6l27141 Project C-70-SO00542
client: Mike Hume Prsject Descriptino: Construction Testing Servir.es
Tomlinsvn Slack 14Inrth, InG. Lcmgview
$205 North ~"Jivision 5treet ipakane, Wsshingtan
Spolcane, WA 99208 Field Report 29 Page 2 at 3
Density Std: 2188 Maisturne S#d: 675
Techniciau. Tim 7ohnson
'i'est Dste ^ Location nWm Bdow wa AaawY= % nry Moknal PorcM Pss or Rcm ofrsr
Nn. sa. ~m on ta-wy nmSOY T~w couwacbou Fau No
T$ctMey (PCF)
1 l 6-27-01 ~ 19+00 ~'LT N +4' 143.9 I 6.3 135.0 I i I 95 I 1
2~ 6-27-01 ~ 18+25 4'xT ~+afl ~141.6 ~ 4.9 ~135.0 ~1 I95 ~1
' 3 g 6-27-01 16+256T RT N +a~ 141.5 4.5 ~ 135.2 1 95 ~ 1
4 6'27-01 15+10 8} RT N+an ~14i.s ~ 4.9 ~ 134.7 ~ i ~ 95 ~ 1~
s 1 6-27-01 ~ 13+25 6p RT ~ +4P1 ~ 141.3 ~ 4.8 ~ 134.8 I i ~ 95 I i ~
6-27-01 ~ 12i-00 io'RT M+a~ ~ 141.4 ~4.9 ~ 134.9 I i ~95 ~ i I
6-27-01 ] 12+0010 LT ~ +4" ~ 145.4 ~ 7.0 ~ 135.8 ~ l ~ 95 ~ 1 ~
s ~6-27-01 ~ 12+62 $T Lr N+aft ~ 145.3 ~6,5 ~135.6 i 1 ~95 I 1 I
9 6-27-01 ~ 14+25 s'LT N+ap ~ 146.$ I 7.3 136.$ I i I96 I 1 I
X Nucleu Meffiod A.STM l] 2922-96 Standard Proctor ASTM D 698-98
Sand Cune INethod ASTM D 1556-96 X Mvdified Practor ASTM D 1557-9$
n= Opt =r Mm
a=ty M-g- a-ty
C3TC Spokane Rock Products (Airway Heights) ~ 142.5 ~ 8.4
1. Fill P. T"est Results Comply With Specifications.
2. F. Test Resutts Do Nat Comp]y W'ith Specificat'rons.
NOTES:
-avid C. ~
- ~ Laboratary Super►iisor
~ i ~ N~ ~ i
~5 S. TSCiiRl.UvRD. o\ ` ~
> '20 JTJvNiRi.E~i Rv ~ ~ cr \ y~~. I
Q n'
,^,REDN';,CRES.
;,SSESSOk No.
ASSEJJOR C:O.
. I Q
~ I 55~$2-9329 ~`_o
/C SS O
E
RD- EXI
' U 4 ~yy~ STING OaSTING 24' \-i74.91
?0.00 ~pN~ I
EASElAENT EDGE OF N02'32'35 .0040 61 ~VICE' i PA ~ i~ 1 fN\
_
.-►._Ll_ _
' -'iMH I INH 2 ~ EXIS7\~ H ~ -
" \ -,~~L-~iE~~C-'~F •L}P4-~s_- -___~•r --~ti- - - _ ' _ ' --`t~' - ~ _ , ~ ` `
.rL TYI -~ri='-'~r ~z~_.~~ _ ~ / ~ _ \ - _ \
°d ~--``2035'"'
~ ,7~ ~ ~ ~a 8r P,c ~ ~ ~ I
\ g
~
i. EDGE vr~T c L = _ -
o.ooso ~ ~ `
SPOKANE VAILEY ~
Q C`L I 6' PVC SS NTERCEPTOR
L - CON EC110N SEE ~
Cr -0'0040 DETAII 1, IS SHEET ~ I
in t\~- i :;Ft~; .a,cR~ •~a;..~ \ \ ~
~ - rr ~„c
CC'CCnF1 ' f4V1vIL PnRI~ I
~ L.... V
4 , ~ I 55;~?2- ~ I • nSSE.Ci:,^vR C:o.
1.G5.ri2-6i.v . Th{R:: 8025-
• Y I
t:,1. S. TSCNift..E", Rv-. I ~75C3 S'RI7..\),, c ~ c \ \
VL •L-
` I
~ 3REE":r.;.'RES. a?01.5 ~ :,REVR.~.S. ooC ~ 5
. I 1
. LowGVIEnr PuD
SW :
FIELD REPO T#
NORTHWEST
SOILS, TESTING & INSFECTION DATE: Z/~-7/0(
3628 E. FERRY PAGE ~ OF s C-70-S000542 ~
SPOKAINE, WA 99202
509-534-9711 FAX 509-534-9755 . ;
I ~
• ~
4~1T Yl~I ' 9 9 La ~ I -
~ A 1 1.F1~ r4"TR'~y~ ~ y~ ~y ..Z41~y~+y }y!~~
P7iifV 6.4 ~
~ ;+r ti r.r.i+srtna ~ ~T ~ {1*G+.F ~ IIECT M
t f e. ~ I
! ~ ~
_ w _ ~ ~ ~ - v.~
1 rr' 1 1"fl{~I 1 l1~.fT~F ~ _ _ - - a 7- ~ v. yr1 A v
~
~ - ~ ; -f A
C
~ ^ . .3L1 ryR~J n ~F4 rE. 1i ~f ~ M nt1VC r L ~
E. V+n r~
1 E. :..Sk4 ~ VfSLL, w..!R'IRL.~?. r"r~ ~
~w P1lC: S~a ~ C/i
1 _ 1! T~V
~ 1 r' I ~ x
1143 t- M4.Q0' i i 8' PIIC S'~ ~ r
~ -Q.[K~0
'_0
3RD ' ` -s, °~r L
5
s A ~ ~ C.
4
. ~ 1 _ ; ~ ~f • - , _ 1T ~ ~~~.~-e ~ ~ T -
~ d ~f 1.~~'~+~-, ~ • ~ , ~ ~ _ i M f r -
y f i~ • + I
U~
_ y` • ' ry I
.f-5 ' - • 1 ~ 4~~~ f ~ ~ 1 ~ ~ I
~ - . v , ~ ~ ~AT • Is SEWER
. . e~ sovwnl1!tr SERMtE
(Typr,41) i ~ F.~j • ui ~ ~ l k
. 141 U;,.•"" cr + i
~z
~ ; ~ $ ~ ~ sC 1~,~ Cj •x i
~ -
Z aFB
` LaNGVIEw puo
NORTHWEST FIELD REPO T # 29
DATE: G~~ o L
~6~s E. so~.s, ~s~~c & na~gEcnor~ PAGE ~ OF ~ C-70-S000542
'
SPQKANE, WA 99202
549-534-971 I FAX 543-534-9755 ~
NORTHWEST ~
DAILY FIELU REP4RT
Profecf InformaUon
Praject Name Date:
Longview PUD 6128101
Proaect ryo.: Repnrt A!u :
G-74-5400542 30
iNeWher Arrival Time: Departure Time:
parly claudy/warm 1:30 3,30
Client: Local Fteprmntatlva ! pfmne number
Yamlinsvn Black Mike Hurne
General C.mtracGar. Site Repeserriative 1 ptwe number
Mountain Crest Rvn Schvtt
SuhcaritractOr STI ProjW Manager P phane numbea'
6ruce Howard 509-534-9711
paga NO. of
1 4
- h+lanpower and Equipment Used
CAT CS-5 63C roller, (1) CAT 140H grader, ( I) watee truck.
Field fbsenra3icns
~_---,i Arrivet1 at jobsite per Contractor's seequest to inspect and test CSTC. A# the time of arrival, contractor
" was campleting fina1 gradiug and compacticsn nn Tsahirley Road. Starting with a proctor of 142.5 pcf
prov~ded by 5pokane Roack Pr+aducts, compactian te.sts wtre taken. Durir3g testing, inspector was
no 't~fied of the results of a prator that was just aompleted from STI's lab; New proctor value wss 138.6
pcf. The raadway was found to pass the WSDOT standaurd specification 4-04.3(5), 95% oomgaction
standard.
;
A L
TI Field Ro~resentati►+e Caniractor's Representative
TrpSZD REFEREraEn nanENDn nRE ra eE caNS~~Q PREJdMIRARY llN'f IL ftE11iEWE0 J4NI1 SIGHEfl 8Y Yi1E
0611 STI LANSTRl1CTIOH ENG[F1EEFi AND10R S JECT MANAGER.
7~~'~01 lr~~ T~1
~ AeViewed by I3ate STI PraJect INanager Daie
CorresponaEng oef:cierrcy fteport No
2214 Easf Riverside
Spakanc, WA 39202
STAFN❑RrHWEST (509) 534-9711
Fax (509) 534-9755
, QRT OF FIEI..D C()MPACTLIDN TESTS
Dste: 6128101 Praject C-70-SO00542
Client: Mike Hume Pradect Aeseripfivn: Construction Testing Services
Tomlinsan Black Ii1orth, Inc. Longview
8205 North T)ivision Stroet Spakane, Washington
5pokane, WA 99208 Field ltepart 30 Page 2 af 4
Ilensity Std: 2202 Moisture Std: 669
Techruciao: Tun Jotxnsmn
Test Da#e i.ocdion nWI eetow wee molsurce % rny NrEtow PMUM r~ or RdmtorDr
Nn. sG rEtevoan o-ry D*=v Tyvs CO-P--U- FMI Ho
Tsehirley (PCF)
.
1 - ~ 6-28-01 ~ 19+50 101 RT ~ +8" 148.1 ~ 9.0 ~ 135.9 2 r 98 ~ P
2 ~6-28-41 ~ 17+50 a1 RT ~+$11 k 151.7 ~ 9.0 ~ 139.2 2 ~ ioa lP
3 6-28-01 I 16+00 s1 RT +811 ~ 148.1 ~ 8.2 ~ 136.9 ~2 99~ P I
4 ~ 6-28-01 I 14+55 RT , f8" ~ 150.0 7.5 ~ 139.5 ~ 2 ~ 1{}1 ~ P ~
s ~6-28-01 I 12+62 s' RT ~+811 ~145.9 6.8 ~ 136.6 2 99 P
- 6-28-01 ~ i i+a0 s- RT ~+g" ~ 145.7 7.6 ~ 135.4 ~ 2 ~98 ~P
.~6-2$-01 ~ 9f50 S' RT ~ ~ 143.5 ~ 8.3 ~ 132.6 ~ 2 ~ 46 ~ P~
$ I6-28-01 ~ 11+80 s1 LT M+$n ~ 148.2 ~ 7.6 ~ 137.7 ~P I
9 ~ 6-28-41 ~ 13+70 8' GT ~ +8" ~ 146.4 ~ 9.5 ~ 133.6 ~ 2 ~ 97 ~ P ~
ia l6-28-01 ~ is+io ~'Lr N+8' I146.4 ~9.5 I 133.8 I2 97 P I
i 1 I6-28-01 ~ 17+00 8°LT N+s- 148.3 7.8 I137.6 I z f99 I r I
i~ ~6-28-01 ~ 19-'-10 8' LT ~ 149.1 ~ 7.6 ~ 138.6 ~ 2 ~ 100 ~ P ~
13 6-28-01 f 9+25 s'LT N+s" ~ 148.1 ~ 8.1 ~ 136.8 I2~ ss IP I
X Nuclear Metticld A5T'M D 2922-96 Standard Proctor ASTM D 698-9$
Sand Cone Methr.d ASTM T) 1556-96 X Mod' ted Practor ASTM D 1557-9$
rmotm k Lab a=00 # D-ciiw~- mmc apt. ooar Max
&asiV A4oishue deumty
~ - ~ Spokane Rock Praducts CSTC - 5RP Proctar 142.51 9.0 1
2 ~ 661 S lr~.ne Rrxk Froducts CSTC - STT Practor 138.61 9.6
1. Fill P. Test Results Campfy With Specifications.
2. F. Test Results I]a Not Comply With SpacificatEOns.
~rnTES:
OaVI~
David C. I1ehn
i_.aboratory Supervisor
' I
RV
1 I '20 S. ~SCF'1IFli.k~' Ri • I5 S. ;
d 1;' ~^5 c "S~~fIR;£' R!~4
^ ^~REE~RES, aa~;S
^wREE; ~~~.RE5. ~ F
.ss..
c55ES5OR yUREE"~+~=,:.'.tr.a. :,55ES5^Et `:c.
o. ~
r n r Jr7ESVR 1\O.
I rpJ 1~1C~ - ~Q I
in Q x I 5J i rz2°.~~q l49 1
rG 55 O ~ p 55" 92-9:5' t
2D. ~ L~ J f . I ~ 8' OFFS~7 1` SEWE7i E7a5TiHG ExtmG ~ 24'
~1 I; I~l ! sOMCE E►Sn40r maE oF NQ~gy t~ ►
I "C„L) PA
Wy
_ _ . - _ . ~ ~ ~ ; _ ~°astl ~
0 1 - ~ -
~C`=] ~ ~ P1K'i SS J 47 ~ Ea7RiCi' I I ~ ~ ■ ~t ~
C~ PAY~'F L -`-O~pDa ~ I ~ ~ , , ' ~1 ■ ~ ~ ~ ~ ~
B" PVC SS WA(ME VJ4t1E'C-\
, F-~ ~ , 1 ~ I r T:. GR£E`W=,vR~ _ j a -R.000
k~ ~ ~ ~
~ . ~ ~ ,~~..,~E5 ~ai..~
+ :SSw~R `.fl.
w ~r HcME P:.~k ~ 1 ~e 9
- Ln W ~ ~ I 5'~ ~~2--:.,C2 9 ?S~~ESSQR
;C; 5_ "S~H~ I '85a2-5:.+v7 ;Fifi:; 6025 r Ri.~r ~r. 1Irc 7 ~~/~Lt] ~
E. S~IVVE RME. ~
990' $
i
~
I w `
i.ONCxl►FM PUD ~
NORTHWUT FIELl3 ttEPt7R7' #
:
sorl,S, MsTINa & nvsPECrtorr DATE, e178 o[ ~
3628 E. FExRY PAGE Of ~ C-70-Sa00542 '
sPaKANE, wA 99202 3
~
50M34-971i FAX 509-534-9755 ~
i 1 r yy` '^TATC { 1
rrrr~r, ~~'y
. i-L M~+iLL.k ~ EiI1Y C~ 1'1TI~A ~~G.1 ~~••+^i - - •Vf"~L.L1 Lr~ll"IIC.7 ~
dltA~~'1AA1 ~
- _ _ ST _ M_ ~ _ ~ ~ r'RSi/VGyI i~~y^~ r ~ I
11S71 Ryii.11 i llJf~! ~ ~~n _ ~~C I - - - v-.
_ - a. < ~
J 117419 E. 3f1L n V E. s I~YLV f.r,V!'^1cn.~~1 N
1
.n
%7
, ~~V ,ri „ 8' P~ a5 RE ~'~''~.CRr.~~
~ . . ^ f ~
41.4~ -Wt~ L = Zd.~' I I
SC
.'3f~ A'V~ • G- -0.4454 8 PVC S5 ~ 0 air%
8' = ,5S 'C.7
L ~ .o4i'
EXIS. A ~ s, ~ ~ i5 5~°~ `
MH _
_A~
r x - s• z ~ t ~1` l 1 I~ ~ cn ~ 1
~ ~ .
~r'~~
, * ~ rT
i . ~r E 3 ~ . ~ J~La
4 . ~ rc
0
E ~ ~ I BOUNDl4RY SERVICE {~W~) x• 1,
, L~ ~ • ~a ~ , ~ i I
~L F7, ~ 1
~ 14; l;C; ~r4-~ g+ I
~~ti Li' G7 4J
ui
Uf /
C4
~ ~ ~ ~ ~ " • ~
SEE ON--SITE
5E~ F 1~5
C
LaNGVIENI PUD
TI NOR'`~['L~S~' F1EL0 I~EP~ T# 2 c~
d►1~
DA~TE: ~~~3 ~ L
'
3628 E. FE#t.RY SOII.S. TESTIltiiG INSPEGTION PAGE ~ i~F~ C-70-SO00542
SPOiCAa~iE, WA 99202 •
509-534-9711 FAX 509-534-9755
NC3RTHW EST 0
' DAILY FIELA REP[]RT
~ Proiect Enfarmation
Projest Narne: Date.
Longview PU❑ 7l3l01
Prrs]est Na.. Fteport Na.
G-70-SO00542 31
Weathu Amva! Time: Departure Time
partly claudyPwarm 1:00 5:30
Gient Loca! Represerttative 1 ptione numtw
Tam{insvn Black Mike Hume
General castrac#or. Site "sentati+re 1 phone number
Mvuntain Grest Rvn Sclhatt
Subcmhvctar 5TI Rrojeet AAanapr 1 pham number
eruce Haward 509-534-9711
Pap i+o. of
1 4
- Manpvwer snd Equipmen! Used
(1) PaVer, (1) tack truck, {I} flat bed truck, ( 1) rvater truck, (2) Hypac G747➢] roller, (i) xyP~c C766c
roller, (9) persorunel.
Fleld Observations
Arrived at johsite per Contractor's requesk ta test and inspect asphalt par+ing nn `I'sehirTey Road.
vbserved Inland AsphaIt tacking ecige af curbs at pavement jaints. PaWing hegan at Tschiriey and
Appleway and proceeded snuth. Using a rice density of 152.8 pe£, provided by F.nland Asphalt,
passing tests were arhiewed on the !eft and right sides of roadvvay. See foitowing sheet. An average
totaY com,paction af 93% was aehieved. C)ne sample was abtained at approximately STA: I3+50
Tschirjey.
~
S1'Z Field R e.sentative Cvntractar's Representative
THiS DOIX1MENT AFiE} REFEREI34ER A47[7E1StDA +RRE TO BE CAN~RE6 P MIF}ARY llNGIL ftE11iEYYE[} AND SIGNEQ BY THE
S I'1 CANSTRi1CFI0N EFIGIHEER ANDIOR 51"I 0.lECT MAAfAGER. zu, -71sY! 411 7 ~
~
~ yw~-
Reviewed by Date STf Prajec#. Manager Date
Corresporrding Defiaency Renart No:
2214 Cast f7iversidc
Spokant, WA 99242
Nrif NG1RTHINEST {509} 534-9711
Fax (509) 534-9755
1, - )RT OF F7EI1D CONfPA,f;TTC)N TESTS
Ilate: 71310 a Project C-70-SQ00542
Client. Mike Hurne Froject Deacriptioa; Canstructign Testing Services
Tomlinsan ,Black Narth, Ine. l.flngview
8205 North Division Street Spokane, Washingtan
Spnkane, WA 3920$ Field Report 31 Page 2 of 4
Deesiiy Std: 2201 Mnisture Std: 668
Technician: Tim JohnsQn
1`e5t llate Tmti[n nepth Bdow wa wis~% n+r Ninknd Pavem gsc~ or Raeaa or1Yr
N0. SG. ElevxTlw Dmcit}" DwsitY 'IYpC Conqmatim Fmi tdo
Tschirley KF)
1 ~ 713P0 1 ~ 1 S+DO ~ ACP ~ 141.3 I ~ I ~ 92 ~ P ~
2 7/3/0Y~ 16+00 ~Acp ~143.4 ~ r ~94 I P I
3~ 713P01 I7+50 ~ ACP ~ 141.4 1 ~ 92 ~ F ~
4 ~ 713141 15+50 ~ ACP ~ 143.4 1 ~ 94 ~ P ~
_ I
~ s ~ 713r01 ~ 13+50 ACP ~142.4 I C 1 93 IP
7i3/01 ~ 1a~-ao M ACP ~ 140.8 I ~ I i 92 P ~
'1 d 7r3/0i S 11+50 M ACP 140.1 I I ~ i I92 IP I
s ~ 7i3/01 ~ 12+00 ACP ~ 140.3 1 I92 IP I
a ~7/3101~ i 0+-oo ACP 139.9 1 092 ~ P ~
I ~ I I I ~ ~ I I I
X Nuclear Method ASTM T3 2922-96 Stazdard F'roctar ASTM D 698-9$
Sand Cvne Nlethal ASTM I] 1556-46 X Modified Practor ASTM D155"7-98
Proctor# LO s=r,ta ~ um 00_ mr Max
&--ty
I h&ma Asphalt "A„ _ lntma Rice 152.$ I
I N,
1. Fifl P. Test ResuIts Camply With Specifications.
2. F. 'i'est Results I3o Not Cotnply With Specificativns.
NC]TE5: c
David C. Gehn
Laboratory Supervisor
~
20 S. ~SCH~R..E'~ R~. ; S S. 7'SCHiR',£V RD.
~ Q~ ~ 3REE;d~.^.RES. L'!A ' I .06 S. T'SrNIR'.£~ RZ; . .•-T GREEC::.CRES. :J:. O°C 1. 5
~
.I GREE.•~••. ....,REc~. t,SSESS
I=~ I ~ ^ ~
~ Q ~ I 55 .92- :SSESS~R 4aP:2ao. ~ :SS~SOR ~:o. i 55 :92 vR 9~52 ?:o.
/C ss O ~ 55 ; 32-005 . 1
6f I i J!~A • i ' 6' OF}~ET '.~1MET2~ ~EISE]dENT P ~
mCE OF - N~ 4
I' ~ I 3 I ~
, ~MH
, r MIH 2 ~ ~ - - - - _ -
_ ' QGST~ H
•'h = T
~ ~ ~ ~ ( y I - ~ • • - , ~
EMIM
a' avc ss r oamc ~ n ~ r _
EDGE cF L d- 35.oW EASEWo+r PAVEMQiT o. -a0040
~ ~ i ~ ~~Rai;: •.,^.~s^c~: ~ ~ ss ~ A ~
cn w'1 ~ i I TM.^~REE~dC.:RES ~ G` -0.~004C0 DETNL 1. S~51iEET ` I
~ :,~~.~eEs L:OaI:.E
:ssEss; R ;:o. - " H.. ~ME P.. . ~ I
• I ~ RK
55'92-0302 I l.S.ciESSOR
v : S. 5^HiRL£l R~. ~ 19552-5: 07 T}iR:: 6025 ~
, \ -
- - ' ~ I v ~ 1.7500 E. SPR :,;IE
. I GREE.':C.CRES. .'A 9907 5 ~ GRM'.:,CR£S. 99016 ~
~~-LaN,GVMiV PlJD f
NORTHWEST FIELD REPORT #
' soII.s, TESTIIJG & II4sPFCTION DATE: 7~3~01 ;
3628 E. FERRY PAGE OF dCr7Q,•$000$42 '
SPOKt1NE, WA 99202
509-534-9711 FAX 509-534-9755
E
C~
- -
r i RI !.P'\l ~~"TAYr[! }~~1 y/~ " ~y~~/~y A,~'^~]IG f I /A 1 1 ~ «.=■'r~'c
. L.L. ~'rCLL.L f 431/,•1l ~ r IwifY elaV.~l~i~/i~~i ~ .L ' L.~ 1T~~ ~ L~7 I
R►fT~ ~5~1 •4+N1 ~ ~ ~ ~ ~ I
..:I AVCjl11VTA~'. I ~ ~ M„
- - - - - _
-
. `~Ru nr1E. ~ ~ ro.~iu rG. vvrsvl°I ~ ~
~ • *~n ` V V~iEEiistv'~4GS• ten
-r~v E. ..:.iti ~ 8' PAIf: SS
L -9 2D.OiW i r% /E, ' m
6, 'A S .
~.iect~ ° - _ I l
- ~ -'Q,~ 4. ~ Pi . r 6J
. 3R L U ~
• ~ g~` ~ • ' & ~ AV' ; ~ r s. ~ 0°"
~ ' , i~. ~r~ , ..~....~.~..~....a~~
a,,. j INH
~Z~"
~r~- • _ . } _ - -
, . - s y ^°y , - _ r , T ~
I . ti ~ ~ ti i • ~i e.o I f I
+ • ~ T ~ ~ ~i'~~ ~ ~ 4 L~~~ 1 6 ~ ~ fl ~ ~ ~
. ~
~ ~ ' ~ ~ ~
' l ' ' f•. ~ } l f ' ~ ~~IOf~~ ~ T
~
, a ~ ~ SERwcE 7
~ ' , s ' l I ~ fl ~ ~ c~ ' <rfpr) x! } tiI ; m ui f 1
7
~c rx~
~c 14;s
~ , ~ 1 `~e ~ 4'~ 7 ~7 ~ ~ ; ~t.~jl ~ s ~ a ~
~1f ` w ~ I ~ f w7_ _C ~ ~ 3 I
~w
o
~
SEE QN"'"SITE
SEWER PLANS
Z OF $
--77 /
LowG►►IEnr Puo
NaR7HWE5 FIELD ~PORz #
DATE: ~~3 ~ ~
sorr.s. TES`~NG & ~NS~'EG''T~7N /3628 E. FERRY PACE OF q~ C-70-5[I00542
SPGKKANE, WA 99242 ~
504-534-9711 FAX 509-534-9355
~
S)77NflRTHVEIES7
DAILY FIELI) RF;P()RT
~ Proiect lrformation
Proiect Hame Date:
Lvngview PUD 7/10f01
Rraject Na : Repcsrt Fta.:
C-1aS000542 32
Weather Armraf Trme. Depar#ure Fime
Ciearlwarm 7:15 9:55
Client Local RepTesenfaiive 1 phrrne number
Tdmlinsvn Black Mike Hume
c,erera1 Contracbr Sife RepresentWtivg 1 phone number
Mvuntain Crest Ron Schott
subconract(if Srl Projed IsAmeW 1{km number
Sruce Howard 5M34-971~
Pap Na. d
1 3
= Manpower snd EquipmeM Used
~ r} CAT 93 6E laades°, (1 ) Athey grader, (2) operators, (1) Iaborer.
Feld Obsemzbns
e4rri►+e,,d at jahsite pex request 4f Cantractar to observe and test as reguired work involved with repair of
~ broken vvater main at intersedian 4f Tschirley and Caacb. L7amaged liute is an exisiting 8"± asbestoes
cement pipe had reeen#ly hrake r,ausing ciamage ta roadway. Damagad pipe haci been previausly re-
placed hy local wafer dis#rict. []bserved ACP remaval, remnvelre-campact conraminated base roc'k.
ACP retnoved to prerriaus aarv cut limit,s. See Tim rabnson's report #33 for additiQnal info this day.
,
.
STI Fietd Reprssentative CQntractor's Repmentative
THI"a QdWlu~ AfJO I~FEREN[~EOlSf}DEHDA t4F~E TO SE CONSiQER€0 PRELIMIHARY ilNTIL HEYIEVIEQ AHD 5lGNEf] BY 7HE
STI CQIdS'6R4lC'fION EHGINEER ANDf[3R STT R CF d~lUdAGFR.
7~J d~
~evi~wed by Date STI Prvject Manager Ddte
1
Comesponding C)ef'iciency RepQrt iVa
2214 East Riversidc
Spakanc, VVA 99202
Jrrl NaRTsiVYEST (509) 534-9711
Fax (509) 534-9755
1_ yRT oF FfELD cvMPAcTION TEsTs
I}ate: 711010i Froject C-90-SO00542
Chent: Mike Hume Pro,ject Descript'ron: Construction Testing Services
Tornlinson Black North, lnc. Longview
8205 Narth Divisican 5treet Spokane, Washingtan
Spokane, WA 99208 Field Repott 32 psge 2 of 4
Density Std: 2208 Moisture Std: 593
Techniciian; Eric Lester
Test Dae LDcation Dva, Bdow ►va Nioia= % My mata~ pcmxzze ~ or RdwgeDr
No. sa lacwaaon rMM rmdcy ry~ Cmpnaen Fnfl No
Tsch
I ~ 7-10-01 ~ STA• 13+60 4' RT 4"~L ~ 1~a ~ 7.3 ~ 138.7 ~ 1 , 100 ~ P~
I ~ k I C I I i I
I I l I h I 1 l
~ I I I I I I
I I ~ kI ~ ~ I I
^ Nuaiear Methad ASTM U 2922-96 Stanciard Proc#ar ASTM D 698-98
- Sand Cone Mettiad ASTNf p 15 56-96 X Modified Proctar ASTM D 1557-38
P100tX# rud~ Ssvb # n="Wam msc OPL Mr. ts+[ax
d-mity ARMM- d-sity
1 661 ~ CSTC - STI Proctor 138.6I 9.6 1
p I l
L Fill P. Test Itesults Comply With Speccificatians.
2. F. Test Results Da No# CvMPly With SPecifications.
NC3T`ES:
a/c
David C. Lehn
Laboratory Supavisar
- , ~
; ~ 5 TSuKRLE, R;.
~ t ~ 2u , -s::H; . ~ ` c
< .iR E ~i:n...~.f~ ~ ~;sr TS`~~fiiRi ~ RM1^. ~ :iR ~i:'.::RE,s, ..i +?os 1.5
~ `
rn I '4 9 ~cc- ^.r~n ~,Y ~ :~RLEn::REas AS5E~5:eRM"Yti]
Z a'E:a~uR O. p 4 1C ~ ~
• ~ ~ ~ ~ n.C.1SE.~1.r.1VR iY, E S549A.^Q452
~k Q~ ~ 55 ~ 9`-9~~9
IC SS 0 F 55 i5z-sv5; ~
20.00' 0 -s' ~sET 4~ ~ ~ns~HC ~x►snrrc 24-
ooao 61 I' r:t I 5~wcE EAs~~7 ~tE tF nra2•32•s5 ly l
' (Sl'PICAL} PA
i
~LI..... ~ - 1 - =-~4 =~~----~--~J
~ ~ ~ ~ ! WH a T ~ ~ _ ' T
Ex ~
y' _ „`~~L~~~ -m~••+ _ ~5'~ _ ~ _ ~~~d ,~-17
^ _ ' .x~i~. ~ L 1 L
~ ~,~1~"" ' . -'a"~ - - - ~~r ~ ' - ~_4 y'~~3~' _ w 'S . T ~ • ~
~ i E1p511NG 1 ~
ti~., dr EsO°RNC r
s' Pvc s~s 17~
RAVEMQVT GL -0 EA~FAENT
I f I ; ~u~8!'4 B" FY~C S5 AHE VAtLEY~ ~ I
L~~~, N7ERCEPTdR
~:~~R~~ p C~ ECTlott 5EE
TO ::RCC
tr cG- -0.aC740 pETAiL i. IS SHE£T 1 1q
Vf~.Givlr+faES tAWE7RG
"n55E5s:R ":P f HOi.iE P.=.f214 i 1
~~SS o
551-02_0V ,3'' ~ ~ OR
n v' I 9552-50: ~ TE#R:;
L C I JViJ
r_ 1~ f ■ S. 'i.C]vf~I,p fli.L" RV. 1 7
, f w • ~ , :5~:
n , E spp~c,:;~ ~ ~E.
Ei:r+.~.REj, rr~ 990. 1 ii~i'rcE"wi:rRW.a. :i'r". -..u ~ 6 11 ~
i
~ V f
r
F
Lv~~~~~ ~
~
~ 7111 ~ F1ELD REPl7RT # 37-
NORTHWEST `
~AT~; '7~ c~,~a~ ,
sou~s. r~sTrG & IrrsPEC~rJ.oN
3628 E. FERRY PA+GE ~ OF 3 C-70-SO08542 spoy-,kTNE, wA 99202
,
504-534-9711 FAX 509-534-9755 ~
SN7~'►NoRTHWEST
DAILY FIELD REPOftT
Praject lnfrQrmation
pfoiecfi P[ame Date,
Longview PUD 7111101
Pr*ct Ida. Report Na
G-74-SO00542 33
Weather Rrriwal Time: Departure Time
SllfiCly/`{(]t 10:30 'I 2:00
Cfenl: Local Reprmntative 1 phate number
Tomlinsvn Black Mike Hume
GenKa! ConbacWr She Represerdgie ! pfmm numW
Mvuntain Crest Ron Schott
SubcantmAor STf Pmjecf Manager 1 phom numbu
Bruce Haward 509-534-971 1
Page No vt
X 3
A+larapnw and Equipment Used
(1) CAT 936 E laader, (1) CAT C5563C r411er, (t) water truck, (1) Athey blade, (3) p€rsonnel.
FL-W Ubservaftls _
• Arrived at jahsite get Cantractar"s raquest tra test cnrnpac#ion at site of repaired water line at the carner
of Coach and Tschir[ey. At the time of arrivaL Cantractor was wetting and cotnpacting CSTC. LTsing
a practar of 140.6, 95°fa or better compaatian tests were aahieved.
~
' S'I'I Field resentatiVe Contractar's Itspresentative
THiS mCUAENT AND REFEREKCEp AMEHDA ARE 70 BE CONMERED PFOJMIPIARY UH'fIL RElilE1IVE0 AHD SIGldED 8Y THE
5TI GOHSTRUCfK11V £NGUSIEEfR RND1Dft S .f ECT MANACgR.
- (a)`,.l~.~ ~
- Rcviewed by Date ST[ Projecx Managex I]ate
Cnrresponding DeficienZy Report No.
2214 East Ryvcrsidc
SPalcane, WA 99202
NT1 NvRTHWEsT (sag) 534-9711
Fax (509) 534-9755
~ )RT C1F I1EGD CONPACTTON TESTS
Date: 7110101 Praject C-70-SU00542
Clien#: Mike I-Iume Project Descriptian: Gonstruction `Fefiting Services
Tomiinson glack Narth, inc. 1ongvieW
$205 Narth DiVisian Street Spokane, Washington
5pnkane, WA 99208 Field Repart 33 Page 2 af 3
Densitp Std: 224$ 1Vlaisture Std: 593
TectnIcian. Tim JoI7nson
'['at. Jjate ].,OC"1Qn Tlap1h Bdoe SO We[ Mmsdas% Qry MaDtrlw Penunt Paes or Reusc of D7
jti]O. Hlevehon UamtY I7e-13" 7ype Compachon Fsil N0
L'ORCf1 8r' T$Chirley (PU)
1 7-10-01 ~ 12'left ~ anf ~ 145.6 ~ 8.7 133.9 1 1 ~95 P I
z ~ 7-10-01 ~ BT r4~bt ~ am± N149.3 9.2 136.7 ~ i~ gT IP I
3 ~ 7-10-01 ~ T5cr,~ley ~ ant N150.2 0 6.3 ~ 141.2 1~ ioa ~P ~
I 1 I ~ 1 I I I ~ l
I I M ~ f I I I I i
I M
, I I I I I I I I ~
I I I ~ I I I I I~
I I I I I I I I I 1 _
X Nuclear Mexhod ASTM D 2922-96 Sttndard Proctvr ASTM D 698-98
5and Cane Method ASTM U 1555-96 X Modified Proctor ASTM L] y 557-98
~ Proctora aA sMqac 0 densay Mosswc dem+y
1 ~ 652 CSTC from Spoicane Rae1c Ftoducts ` 140.61 I
1. Fill P. Test Regults Camply Wrth SpecificaNvns.
2. F. Test Results Do Nnt Comply With Specifications.
N[]TES:
- . -
~
David C. Lehn
Lthnmtury Supervisar
- ~
~ 7 LLil
~ " 2^w S ~=vNif2atl R~ ~ ~ti:}i~R~ R~.
" I~, h~„ I :;R~~.~~~.CR~~ ' r ~
i ~r~R~s, rr. f v5 ~ t='~~~{F~Lru I , ~i'n 9-0i~'J ~ ~g~~ t I
i~~~~C~.rn
~
~ l I
V 7.n'~RE~' s. , „ssis,OR • ;;fl
; tisE3SOR :o. ~
~
. ~ I ~s' ~a..R
Q ~.'o. 1 5~,,~+--9 VS~
~ a f 55~a2-?C2~
ic 55 Q ~ ~ { ~ " 2 ° V ~ ' ia
1
2000,
OFFSET 4' SEVStER ~1571MG E7CI571PfG 24" 5 ~e
~11
oaao ~ 46 I~~ I (7r~cnL} IEns'~~7 mt,~ r~q2'32'35 1~.L~'L~
~
~r-
1~iH 2
~ _ - - - - - - = - - _ - EH
a
s&'
:7~
rz oN EasnNG
a►~r g ~3.~ ~7,. .,N ~ ~~i~rr
e- -O.oa~.o
~ ~ l ~
f f C n~i2 .r . rn...~ 8' PVC SS SPtlKRNE VALLEl"S1 ~
~ ~ i~r r.isisi s v. ` L- -*S.QO. NfdTERCEPTDFt
T E SNa".::f2rc; G- -O.flD40 CONNECTT(7N SEE ~ f
I ~ I r . :iR
~ I • ~ OETNL 7,V}1i5 SHEET ~
~ nrrt e.i.r• ~ I
F' ~L ~irCG~~J 1viV7LIi.G 1 ~i
' c' i ~ rt~.~7~~a.r•ih 1 rl...~vas~n~vE nnRK ~
lf] LJ n::~5:vR ii0.
~ '9'~.~id-5uy~ Ti}~~hv rJv« 1 l ~ I
. ~ . HiRiEi RL+
~75000 G. .r.7PRniiVi_ nrrG. ~ I
GR~Z., :1,::RES,
. LONGMIEW PUD ~
FIELD REPORT # S S
NORTHVVEST '
5OIL5. TESTING & INSPECTION ~a'r~; 7f r~j~c ;
362$ E. FERRY PAGE ~ vF 3 c-70-s000542 ~
SPOKtWE, WA 99202 '
509-534-9711 FAX 509-534-9755 ' t
~
SM NORTHWEST
- ~ DAiLY FIELD uEPoRT
- Pro«ct «or,nabon
PrOjecr Nam: oate.
Longview PUD 7113ro1
Projed No.. Reprt Ho.:
C-70-5Q00542 34
weather Arrival rrme; Ekpture 1"une:
cfear - 80°F 10:50 11:54
Client• LocW Papruenldvs 1 owQ nwnber
Tnmlinson Bfack Mike Hume
Genersl Cor+traetor. 5ite RepmsentaWe 1 phane numher
Mountain Crest Ron Schoff
SubombacUar S'fI Prnjed Mark-qw I Owe number
Bruoe Haward 509-534-9711
Pap Na. Of
- MaMmer artd E4,uipmerit lsei
(1) Aquatech B-5 vactor wita opemtar.
- Fiekf Obswiaam
Airived atjabsite per request vf RNR Enterprim (ItotcrRoater). Canfiguration nfecisting rnan1tole at
STA: 19+90 prevents barricading and blawing material dnwn stream fram manhale #1 at STA: 18+25
on Tsahirley, and vacuuming aut at manhnle I9+90. Material will have to be blawn up stream to
manhole #1 at STAa: 18+25 Tscturle}+ and vacuurnod Qut there.
After setting up, P.T.Q. to drive wa#er line thru SS wcwltl not engage. Jab postponed pending
etNiPment repair.
m• G~''~.S d'
STd Field RepreseMative Cnntractor's Representative
TKis ~acu~rr RR-ff"cFa AnoEN12A ►,RE ro aE oor~~~ PRELVNARY urrTa ~n~a wNa s~cr~o Br rr~
STl ~COHSTRLlC71OH EfdC~~iFEk IIND~OR ~T P ECT MANAGER.
71161,91 Vi-d-O!
Reviewed hy Date STI Project Manager Date
I
Correspvnding Mciency Report Ho:
S17NC]RTHWEST ,
DAIL'Y FIELD REPORT
Praiect infamaii~on
Pwiecf Hame. Date
Lvngview PUa 7123141
Project No. Repat No :
C-70-SO00542 35
Weafher Arrival Tane: Deparbffe Tune:
4~ear - DVaF 8:311 7.00
cGait; Uxal Representative rphone nmter
Tomlinson Biack Mike Hume
[3eneral Cantractoc: Si6e Representafirre ! phme nwrber'
Mpli11ta1n CCeSt RAn Schott
sdxv*acw &Ti Rrned Manager 1 phone nwrdw
Bruoe Howard 509-5A9711
Pap no. or -
1 3
Manporw and Equ#rHent lkAed
1-Kotna#su exca►rator, 1-CAT grader, 1gCAT Ioader, 1-iCCAT aeaper, i-water truck, Cpersonnel
- FwW Observatiors
Arrived at jobsrte per oontraMrs request. Ubserveci placerrient of Allen hlocks, for rcta.ining wall in
- pouci in Track'A'. Blacks were bacided in rne sand an tog af campac#ed, crushed rock. C.anftactor was
using a law level, hand level and a srting 1ine ta zaainta~in an flat, stright and level walL Tlw two
drywells, oalifxl fvr in ft plans, vvem alrealy insta.iled. The dryvvells ap►pear ta have bm installed with
filter fabric and 1114" washed rock The conbactor waas also preparing the roadways on 3'd ln., Carbin
ln., and 2~' 1n.. A sail sample was obtained fi-om the Nc►rtbueast end vf the pond in track'A'.
~
ir
sTI Ff Repres~ve c~~~x~ ve
Tr~s oocur~rrr nMn ~~c,En nnnEmn nM rO sE cOHS~~ e~u u~r cN~ BvTHE
sTI cDr~sraucnaa ~4~mz nr~roa Sn ~4J~
l
l -s ~ ~
Re~ewed by J anag ~`~~'t rJf7
~ Da~ S I I'rn'e~ M ec Date
~
Comespordng [}eficiency RepOtt No.
I _
.I
li
II ~
~ ♦
O:k
3Rt] 1111E. 9 .~~40
7RACT T R AL"r
r a•a~as . -
- - -
i ~ '
Aa.
i wQ ~ ~ - ~ _ - ~ -
, 11
-
~_.~4-~_. ~,3~ .~"~~4 h
' > N T4-_ _._7G'° 9 ' ~ Q. _---E ~5
~ aF g _ - ! - ~ - ti ~ 3~..- ~
1rr ~ v~
GORBIN A@D1TIOiV ~ 2 _ 1 2 ~s i
~ . ~ TO GREE1dACRES
4TF3 AVE. . ~ .
_ ASS'E55C}R No. fi ~25; ~,,o•Y-
55192--0329 F
E--------. ~ . . ,
LONGV►1EW PUD
t A~TF N~Q~t~WEST F1ELD 'EtEPDR #
T ~
SQU.S. TES'nNCi & INSPEC'IIClN DATE:
3628 E FEa~Y P►~4G'~ ~ OF ~ C-70-SD00542
SPDKAs'~1E, WA 94202
349-534-9711 FA`{ 549-534-9755
~ wc)r $
12
-a `
1 2 x 3 4£ .5 6
6' kWMEEt T 4° S£VYER 1iQ~ 2rtrt ~ ,
SERMcE ~
~ s,~ 1 a~• i - T - - ~ - - -
~ 10 .
i o+qa ~?@i~a 0
.
r~+~.94, 3~ ~ ! ~ - . -.a
_ . '1~ ~y ~ ~F , y------- ~
12+57~ LN. ~ r •
s o+n0 '2M€3 ;2~ ~ .
• G ' i ~ M I • ~ e ~ r.2 / g ~ 1 r 1J
C4 ~ P
SEE ~GG 1
30F8 fi4F8
1
~
LL?NG'I~MPUD
- K-V T-Al NORTHWEST FIF-.Q REPORT #
saII,s. ~STINc & INsPECTTaN DA-n 23c > (
3628 E. FEARY P~OIE ~ oF&t C-70-sn00542
spOKANE, wA 99202
549-534-4711 FAX 509-534-9755 *
~~17NORTHWEST ~
DAILY FIELD REPORT
- Proiect Irdarmation
Project Name: Date:
Longview PUD 7/24/01
Project No.: Report No.:
c-70-so00542 35 A
Weather Artival Time: Departure Time:
Partly cloudy - 70° 8:30 9:00
Client: Loca1 Representative I phone number
Tomlinson Black Mike Hume
General Contractar: Site Represenrtative / phone number
Mountain Crest Ron Schott
Suboortraftr STI Project Manager! ptmne number
Bruce Howard 509-534-9711
Page No. of
1 2
- Manpower and Equipment Used
Roto-Rooter Vac-truck, 1 operator.
- Field Observations
Arrived onsite at Contractor's request to flush and catch debris in line between MH #1 (174.9E/0.8N)
and the existing interceptor MH (174.9E/03N). Upon arrival, Roto-Rooter was setup, the operator
pulled the existing manhole cover and flushed the line in an opposite direction as flow tow times.
Debris was removed from manhole #1 after the first flush, no debris was noticed second flush; line
appears to be clean.
i
ST'I Field Representativa--,--~r Corrtractor's nresentative THlS DOWMENT AND REFERENCEU ADOE~4DA ARE TO BE CONSIDERED PREIDdINAR IL EWED JJ SIGNED THE '
STI CONSTRUCTION ENGINEER ANDIOR STI PROJECT R.
~ ~ ~ ~
Reviewed by Date 816e~/ ST Project Manager ~ Date
~
, r -
r
~ >z a ~ 2; S. ; sCrn~..E: RD. ; ; s s. e sC r~~~ ~a. t j
- - - ~ Q y • a ~
('s{~~i ~.ir}7~. :`1n J 05 5. ~'S.".HI~V ~ :n $s?i~~"
?i ~ ~ ~ I 'FS~R iy0. I :,.••I~.S. ~aE55C32
in I 'Q .lJig~G`sva..~ E r.a~.sW.aV}~ .r'l.eii'~2_9tl.~l~ r ~ ~6 I
tQ.00° ~ C7 ~ r . I ~
~f' 17F'FSET 4' rEER ~ 2i'
OC4A ~
~VICE x pE~ DF
crfp=AL) - -r--« , Y -11 Xr~
NV-ll 1
'
C • - _ ` ~ . ~ 4r
~.~.%nr
a
6 ra ~ ~ ~ ~ ~ r - 7 1 ` ~ 1 ,r
~ er rre ss r~rntc i n f , ~
PAve~r o: , ~'T i
ry '.A~I~S m *.g 9P'~[Af~tE VAtt.'Elr~
T b GFt~`~:.:F2E5 ~ j a "C~ DETAtt Sf~iF~.1
~'T ' ~e !
' El, ~ ~ i ~+SS's.~~~t '.v. - • ' i ,^.RF~tA"M..~A i!E
~ - ~
~s2-c3.^~ ~ ASSESs~R 'No.
S. ~'S~i~ti2~£' R... I 1955`-6t;04 ~FiF~J 6025
.C r t 1 ~
p~' 1 .7~ E. S~ ~~E A:E.
a7n►..La
- ~.~y~~p
I +b'~...~. ~ r 9~viJ' I VRGCa''V'~.r~. 'uA 1~Wir"s
• ~ I
Ti'C Y J
~
~~V%mW PUD ~ I
FELD !#:EPDRT
~ NORTHWEST ,
;
Sons. TEsIMra & rn;SPECMoN QATE: 4>1
352$ E. FERRY ' PAiE OF ~ r- r90-$0'OQ5Q.2 ;
SPDKANE, WA 99102
549-534-9711 FAX 509-534-3755 - ~
_ i
AVT f N!]RTHWEST
~
, L?AILY FIELD REPORT
~ Rroiect lnfarmgon
Prrject hJasne: Dat+e,
Longvisw PUD 7124109
Project Na: Rspart No :
C-70-SO00542 36
Weather Wrival7ime. Qeparture Time
Partly clotrdy - 70° $.34 9:04
cjient LoW Representative 1 phane numW
Tamiinsan Black Mike Hume
c~emai c,onlractOr: srte Representtive r phone rwrrber •
Mountain Crest Ron Schott
SubcarAaclor srI Rroject INarW 1 phane nurder
Bruce Howard 509-534-9711
Pap No. at
1 rt I
~ d,Eanpcw md Equixnent lJwd
Rvta-Rooter VaG-truck, 1 vperator.
- Fiefd Qbsmadons
Arrived omsite at Contractor's aequest ta flush and ca.t.ch debris in irne be#FVeen MH #I (174.9E14.SN)
and the existing iuterCeptar MI-I { 174.9E10.3N}. Upon am'tval, Rota-Rooter was setugp the operator
pulled the existing tnanhole cover and flushed the line in an oppasite riirectian as flaw tow times.
I?ebris was remaved frotn rnanhole #i after the first flush, na debris was noticed second flush; line
aPpers tA be alean.
[~~$VI'Ll-11 AL C3ievr-a p4nw~"
STI FIBlCI Rep7'eSentat1Ve '~3ritr~G`~Ar'S 1'~5C3I~ ~
TiiES UD~F~'f 1~ REF~lI~ AD~EFlpA RRP TQ 6E L~NSE]EHH~ PRE111A~1 Y UI~lT~ I y~ B E
5TT t?DH5TFHJCfIQN ENIIGIFEEfR ANDIOR STT PR4JE ~ R
~evieFVed by Date ~a~ S Project Mana~er Date
I
V77NoRTHwEsT
DAILY TIELD REPORT
- Prolect Irifama4on
Praject Narne Date
LQngvievu P11Q 7J24/01
Praject No.: RepW Nn..
C-70-5d00542 37
weather RmvaI "f'une. oepartumrm,e•
Clear' 80'F 10:00 11:00
ciient• Lomi RWemtaave r pho,~ nmtw
Tnmlinson Biack Mike Hume
Cer" contact: Sb RepwmfttNe 1 phane nwnbw
Maurtain Crest Fion Schoft
Swmntaft 5TI Pr*ct ManW 1 phone number
Bruce Howard 509-534-9711
page No. Ot
1 3
- MarVower end Equomt iJsed
l-Kvrnaisu excavator, 1-CAT grader, I -CAT loader, 1-GAT scaper, 1 vvater truck, 6 perscxnnei.
- Field Observabaris .
Arnived at jabsrt.e per cantractvrs request to test sidewalk comgaction. Using an 5TI proctor of 138.0
- pcf., 1 passing test was achievecl. dnforrrational tesks on 3'd 1n and C[rrbin ln. brought consist.ant failing
results. After apgraising the catttractor of #he failing resulfis he uafvrmod me the sidewaik matenat was
unported frvm the south end Qf the project. A soit s=Vle was obtained at Sta 14+50 3'd In.
No further tests were consiuded.
~
,
7;c, TL telept~entative cotve
TFo.S poCllMEF1T AI~ R EFEREN(ER AAREF~3A ARE T 0 BE (ONS~IER~ PRE3.fMIPIA#iY THE
5'II OOHS7Ftl1GTItiH EN(31FEER AFD1CtR 5TL PR Re~riewed by Ilate STI Praj Datc
Cwesponchng Deficiency Report No
2214 East Riversidc
Spokane, WA 99202
Nrl NORT11WE5T (509) 534-9711
Fag (509) 534-9755
~ 'f]RT OF FIELD COMPACTTON TE5TS
Uate: 7124101 Project C-70-Sf100542
Client: Mike Hume Praject Description: Constructian Testing 5ervices
Tonnbwson Btack North, Inc Longview
8205 North Division Street Spokane, Washingtan
Spokane, WA 99208 Field Report 37 Fage 2o!3
Density Std: 47753 Moisture 5fd; 10347
Techaician: Tirn 7o&nsvn
Test I]ate Location DeA Beav+a sa wec MoLstm % nry Nwerml rcrocnx r+awor Rdwa er]ra
No Esevaam nermt]' ~%4 7~ Compaction Fail Nn
3'd Lane [~'r
1 ~ 7-24-01 ~ 12+50 ~ +4" ~ 139.0 6.4 ~ 130.6 ~ 1 ~ 95 ~ P~
~ I I ~ I I 0
F
X NucIear Method ASTM D 2922-96 Standard Practor ASTM I? 698-98
Sand Ccrne 1yTethod Aa'Y'M D 1556-35 X Modified Prractor ASTM ID 1557-98
Prodcu N Lah 9=pla # Desatpston ram qt oar Pnfax
d-s.dy Mwsaue drnsrty
1 ~ 675 ~ 1]arlc brv►vvn silty sud with gravel. ~138.01 7.5 ~
~ ~ . 1. Fill P. Test Results Cornply With Spocificatinns.
2. F. `I'est Results Dn Nat Comply Wrth Spacifirafiuns.
NO'I'ES:
aul T. Nelson, P.E:
j
Gaboratory Supervisor
~
/ , ~ - • ~ ~
' _55792-0305
3RD AVE ~.~~~~..T-.7O ~ ~
'.7' 9 10
_ = ' _ r
'tii/1Ci' I'fi TRAC7 'E' ~
~ • -----~r- . _ - wT--- - ~ ~ na -•w ~
~ - -
~ Q 7 I - 4 ~iN~s4~C421r
~
~ L _s""s ~ - - - ♦ ..~P~rr~~
V)
~ > A2- ti--- ---10" ~ 9 fl. - --..,3_.-f' ,
j ^ 8 ~ ~ ' 'r~~• i ' ' 'y MOkO71' \1 ~ M7'.107~ti
J a .r► _ " 3
~ Q ~ ~r ..71aT~-_-.._'_' *
CORBIN ADD1110N ~a~'► ~i~ ~ i-^.~' •-----•--•2 - -t i + 2
----•-------•---i
TO GREENACRES ~
4TH AVE. ASSESSOR No. g 125\ ~ • _
55192-0329
i
~ ' FL
acF'a
LONGVIEW PUD ' .
NORTHWEST FIELD REPORT l
SOILS, TESTIING & INSPECTION DATE: f0 (
'
3628 E. FERRY PAGE ~ OF '7 C-70-$O00542
SPOKANE, ~VA 99202 ~
509-534-9711 FAX 509-534-9755
{
,CVT HoRTWWEST
~
DAILY FTELD REP[]RT
Proiect Information Pruject Name date
LoRgVEeW PL1Q 7I27I01
Rrayd Nn : Report No :
c-70-sa00542 3e ,
Weafher Rrrival Tme: QeparEure Time:
CleaC - 82°F 9:00 11:00
cfient Loa~ RWwotative I phone nurriber
Tomlinson Black Mike Hume
Gereral Gon'actar. stte Repwmktive 1 phoroe nwrW
Mourtain Crest Rfln Schatt
Stdcantractor sTl Ned MoW 1phom nmtw
ftce Howard 509-534-9111
Page Ido. of
l 4
- Manparner ant!Eqripment Lfsad
1-Kornatsu eaccavatar, 1 -watertruck, 2 persotuiel
Fieki Ohservaboris
Airri,ved at jobsite per canira.ctcirs requwt ta test sidervalk compaction. Usang an STi proctor of 130.5,
- twts were taken vn the west side of Corbin Ln,south side of 2°d Ln,, and f.he scruth side of 3d Ln. AIl
tests ga.ssed at 95°/o ar tetter.
~
~S'I'I Field rescntative Contr r's ~ ve
i
TF~ D0~{f MiQ REF~lCEE] A~EfJQA ARE 70 flE CONS~RHJ Pf~IMI ANEI N~ 6Y THE -
. ~ $TI OOMSTRUCTION EN~iIFiEER AI~I[3R 5'FI ~tOJ GER
~
Reviewed by I]ate STI Projcct iVi cr Uate
,I
~
Caresponding Deficiency Repork No
2214 East Ri~erside
Spakane, WA 99202
JVrff NORTHwEsT (509) 534-9711
Fax (509) 534-9755
1. )RT oF FIEr..D CoMPAcTIoN TEsTs
Detc: 7127101 Prajeet C-70-S000542
Ciient: Mik~ Hwrne Prvjec# Uescription; Cor,sfitructian Testing Serviees
Tvmlinson Black Ncrrth, Inc LaigWiew
saos Norrn Di►~ion street spokaney Washiqgton
5pokane, WA 99248 Fmld Report 4: 38 Page 2 af 4
, DensiTy Std: 48849 Moistnre Std: 14391
Tethnician; Tim Tohnsvn
TesC Eate 1.,vcati~ Deph Bdaw 30, ure hlo=wn ~s • Dry haftr;si Pm=ns rmW Ramot gr
Nv. merwm i3-ss[y rk-ity Type CampaGan Fml No.
COrbin I.me (PM
1 I7-27-01 11+00 ~ 131.8 ~4_3 126,4 '1 97 ~ p
2 7-27-01 13+00 ~ 125.8 ~ 5.3 ~ 119.5 ~ a ~ 95 ~P ~
~
I Lane ~ I I I I I ~
3 ~7-27-01 ~ 11+25 136.5 6.6 ~ 128.0 ~ 1 ~98 p
I I 3-d Lane I I I q ~ ~
- 7-27-01 ~ 15+00 134.0 71 125.0 i ~ 96 ~P r
~7-27~1 17+00 ~ I 128.5 ~5.9 ~121.3 2 ~ sb ~P ~
I6~ 7-27a01 9+50 I I 136.3 ~ 5.0 S129,9 ~ i ~ 99 P
~ r IMmffot~ Lane I I I I I
~7 7-27-01 I ig+oo 132.7 I 6.4 I 124.8 I ll,I 96 ,I P I
4'b Lane I ~ I I ~ I
8 7-27-01 ~ 11+50 I127.2 I 7.0 ~119.6 I2 95 I' P I
s I 7-27-01 ~ 13+50 ~ I136.1 ~7.0 r127.2 J1 r97 IP V
X Nuc1ear Methoi ASTM D 2922-96 5tandard Peoctor ASTM D 698-9$
Sancl +Cone Mohad AST'M D1556-96 X Madified ProcCor 14STM D 1557-98
~ ~~9 D-Vt- CPL ow KU ~
. ~ mmam
1 683 hwrW ~.u.u ►nffi rock convZon 130.5 ~ 9.1
I
.2 I 683 I imraorw fifl mffi ouc rock convcton 126. 1 9.1
1.Fill P. Test Results Ccjjmply With Specifications.
2. F Test Resul#s Do Nat Camply Wath Specifications. NQT'ES: Vassed by ohservation.
~
~a~vid . ~
Labvratory ~upervisgr
. 8T
P I ~ ' .x
}i 12 f ' j - • ► r
2 5
i ~w7 • ''t
6' ~3MQd 6 7
' 4" SEYMER
~ . smvm
~
-
, 1G 1 3-v' ~ ~ -
V+37-94 =uM +X- i . E y _ x ..r
~TRACT-.%~~..
12t57~ COR~ITC LM. ~ '
~ ~ ; ^ ~ ~ 1~+fl❑~~N.■+ t i '
~ ; . I ~ , I ~ Q • ~ 1 ' :
9 ~
. 1 St ~ ~ f 1
~o SHEET ~c}F SHEET
8
, -
.
~ i
L N ' PUp
NoRnIWEsT r-IE.0 REP~ #
~7~a t
5C3TLS. 'fESTII~~G & IAF~EG7~~ flA~: 7/P~~ ~ Q~
3528 E FER~tY • C-70-So00542
SPQICANE, WA 99202
509-534-971 A FAX 509-534-1755 ~
i
.
.
.
16'p-611m.
~ ~ ~ - ~ -
3i20 AVE 1 '2'---- ~
'tt.- 9 10 ~ r~o~vrrodm~a~ ~ r
wA. wro= rr
~ tt.-amTt ~ 'iRRC1F ~1 / : -s- " s" ~~Cy TR/1CT 'E ~ .
. . - !
~ v~io 7 I.. - j- - - - - - - _ ~
_ ~ I~KYJ "
~ ~ 6 c-,
; ~ is-- - -r4 - _--ix-- ---as._._ ---~o~- 9 a. 5
-
i a -~_----4 r ~ ' ovcurJ. "~t 3
- - -r i 8 -
COR81N ADDITION l 2
~
47N AVE TO GREENACRES
1
- ASSESSOR No. g
- - 55192-0329
~+~r J
LONGVIEW PUD ~
SW NORTHwEST FIELD REPORT # 3S
DATE:
SOII,S, TESTII~iG dt 1NSPECTION 7 f 2-to c
3623 E. FERRY PAGE ~ OFi C-70-S000542
SPOKANE, WA 99202
509-5349711 FAX 509-534-9755
NORTHWEST ~ ; DAILY FIEI,D REPORT
~~•~,izia Easc Riversiae
Spokane, WA 99202
- Proiect Infamation ,
Project Name, Date.
Longview PUD 812112001
Project No.: Repart No..
C-70-SO40542 39
yyeather Arrival Time: Departure Time:
sunny -65° 8:45 3:30
Clienk Local Representative / phone nUnber Tomlinson Block Mike Hume
General Contractar: Site Repesentative / phone number
Mountain Crest Denny
gdxmftcw STI Project Managa / phone number
Bruce Howard 509-534-9711
Page No. oi STI Representatives on site
1 3 CLP
- ManpvHRr and Equipment UseJ
4- Personnel, 1- Water Truck, 1- 140G Cat Grader, 1- 563C Cat Roller, 1- Cat Backhoe, Case front end
roller "
- Field Obseivabons
Arrived on site at cornradors request for density testing of subgrade under curb. A visual inspection of
the material revealed cobles and large gravel in excess of 30% making any proctor value void per ASTM
standards. A 5/8" hand probe was used which showed the soil to be firm and unyielding.. "Ihe tested
subgrade appeared to be within specification.
w
- Fiel Repr~~e~ui~ab've . CZ71LEW presentative
THIS DOCUMENT A~ RffERENC~ ADOB~[DA ARE TO BE CONSDER~ PRB_[MINAND SIG THE
STT CONSTRUCTIO N ENGINffA ANQIOR S1T PROJECReviewed by ~ Dafe STI Project Manager Date
Corresponding Deficlency Repat No % Fiew eqmn v2 2 sn8101
LV F1►^ ~C Gt~~'~-~'''C~- . ' .
.
-
.
~ .•w~wv~• .~v. _ L .
~ _55192~0305~, 2L---- 1 r ' ~v`yo" 3ttD AVE
j ~ 9 10
f/IO ~1R1ilY TR0.
F~K NAl PROi~fOa1 isl ~11Q ~ ~
MCM CT G
7m
~ ui
7 _ - - _ ; - ; - - - ,r; - - ,
Wo z . , ~ - _ - - _ _ - - _ . - - ~ "..w':`
-I Jo--
~ -'a ~ _ w- _zos,. •~+~U
~ W ''S -
~ "`3,,;~.J ~
S .;a~' - - wa ++a t- 3
i ¢
~ rp~ y - - ~
co~N A~ornoN ----------2 2
GREENACRES
41H AVE . ~ -
~
~
ASSESSOR Na g r2g1 , , •
- ~ - 55192-0329
, - :w~ I - ~ . T
'
~
LONGVIEW PUD ~
AV" NORTHWEST FIELD REPORT #
DATE:
soa,s, TESTIIJG 8t INSPECTION pAGE OF
3628 E. FERRY ~ Z APOP'g C-70-S000542
SPOKAIv~E, WA 99202
509-534-9711 FAX 509•5349755
,
~
sVVE5 ,t
3
8 ~
~
~ 3.
` ~ ~i w ~ •
, •i ~ ~
i * w
s~`~ - ' ~
1`• ` ► `y 60mfR 6•
- ~ ' ,
r`~TM
J
y
~ ~ .
' ' ~ • ~ . j ~ ~ ' . X ~ y 1... ~
` , , 1 , • ~ j ~ _
1
J, •EET
~t 4 `t~ ~ ' t ~ "
Q ` -1 + Y ► , X
.Q ~
1 ' 1
7O_SopO542
po# C
:
p1as OF ~
3628 E. FERR A 99'2U2 ,~-975g
SPO_SK~g ' 11 Fp7C 504-33
V17NaRTHwEsT
' DAILY FZELI) REPOR"I'
--~-c PraiECt Irifarriaban - -
Prajeet Name' Date:
, Lvngvrew PUD $122101
Propct No. Repoxt No :
C-70-Sd00542 40
Weatw Anival Tffne- Departure Tirm
Partly Cloudy - 76°F 1:30 S.Qa
Client. Lom: Reprmntobve phore nurtff
Tomlinson Black Mike Hume
GenwW canbactoi - site Representafir~ / phme nuunbff
Mvuntain Crest Ron Schoff stbwntadar srI Pmjed MaftaW rMwm nmrbff
Bruce Howard 509-534-9711
Page ro. of
1 3
- M~and Eqw1prrant Llsed
(1) CAT 140G grader, (l) CASE W'-I 102A raller, (1) CASE W301oader, (1) water truck, (3) PersanneL
- FW Obswabns - -
Arnived onsite per Con"tor's requesC to test r.omgacuon nf crushed rock for sidewalk llsing a
- gractar vf 137.4 pct the contractDr has successfully compacted on both sides af 3'd Laxe and Manifald
Y,ane. All tests passed at 95°Ya vr better CnntraMr sti11 nwds ta finish spreading, watering and
cxompacting far aub, ptiter and sidevvalk an CQrbin Lane, 2~' I.ar►e, and 4" Lane.
1
r
1
JIV
~
A-
STI F181t1 R ent8tlVe ~Qriir~e cCOT'S ~V~
TF~i 04CUNEFIT AFm REFEF`.ENf~] ADD~1A RE~E TU ~ OCiNS[DERW Y RHO Bl' THE
STI ~ySTRU(:f14N EHGIHEER AI~1QR ST4 Pfi E .
°
Re~ ewed by Date STI Proj er bate
I
Camespondng Defrciency Repart EVo
2214 East Itiverside
Spokane, VVA 99202
JWrJ NoRTHwEsT (509) 534-9711
Fax [549] 534-9755
1 ')RT OF FIELI] C[]MPACTION TESTS
Date: $122141 Project C-70-SO00542
Client: Milce Hume Project Description: Constructian Testing Services
'I'vmlinson Black North, Inc L4ngview
8205 North Di►ision S#reet Spnlane, Washington
5pokaue, VrVA 99208 EWd Report 40 Page 2 of 3
Density Sttl: 49052 Maisture Std: 10476
Teehnician: Tim Johnsvn
'I'est Date Larahon Dqdh eetaw st3 Elavetam wd Mot*ae 9', Ihy 1Hatarml Percad Pass or Retest ai rn'
Nd. ~itY Dm=Y TYPC cmvmdm Fml tdn
~
I I 3rd zane I I I I I I I I
i I 8-22-01 ~ 11a-00 RT F Top ofsaaewalk ~ 136.5 5.5 ~ 129.9 2 95 P ~
a I8-22.01 ~ 13+80 RT ~ Top of siderwA 140.3 ~ 44 ~ 1344 ~ 2 ~98 JP E
3 ~ 8-22-01 ~ is+o~ RT Top afsiaewalk ~ 141.0 ~ 5.6 ~ 133.6 2 97 ~ P~
4 8-22-01 16+65 N Top Qf siaewalk ~ 136.6 ~ 5.0 130.1 ~ 2 ~95
MaWfQla Lme I I I - I I ~ I ~
8-22-01 ~ 18t50 Top of sxaewalk I136.8 ~ 4.5 ~ 131.0 ~2 95 I P~
6 8-22-01 ~ 19+25 Top of s~dewaik I 140.0 ~ 5.4 ~ 132. 8 ~ 2 ~97 P~
3'd Lane
7 I 8-22-01 11+00 LT ~r~ ~ of s~~ I 141.0 ~ 4.6 ~ 134.8 ~2 98 I P 1
8 ~ 8-22-01 13+00 LT p Top 4f sidewalk ~ 138.9 # 5.8 ~ 131.2 ~ 2 96 ~ P i
9 ~ 8 Z2-01 I 15+OU LT ~ Top of Sidewalk ~ 136.9 ~ 5.1 ~ 130.3 ~ Z 35 ~ P~
1Vtani#'old Lane
ifl ~8-22-01 ~ I7+15 LT ~ Top of siaewalk I1363 ~ 5.2 ~ 130.2 I2 195 ~P 1
~ I I I I I I 1 I I
X Nuclear Method ASTM T] 2922-95 Stan.dard Proctvr ASTM D69$-98
Sand C.one Method A5TM A 1556-95 X Modified Proctvr A.STM D 1557-38
~ MUK DPL Corr mgx
d=oy Mow= densiry
1 Spvkane Rack Froducds CS'i'C ~ 138.16 ~ 9.6 ~
~ 2 ~ ~'S-~°kane Rock Produets CSTC ~ 137.4 1.Fi11 P. Test Rmutts Coinply With Speczficcations.
2, F Test Resi+.Its I~o Nat Camply With Specificafions.
NC3T`ES:
Pau1 T. Nelson= E..
I~baratary Su,~ or
I
I
~
3M ME ~ f ~ • I
U.~ 7 10
~ ~C11~l~1' x . x ~s - ' ' ~ .
~ E _ _ ~
~ ~ - - ~ -
r~ - - , .r '
7 ` -
I W ~ r,r•_' - ° , -~.a:e. L-I - - _
- ~-~0^--'~`~ ' ~ ' 'r • ~ 7.♦ ~
.I w~ ~ ~ ~~.a~' . ~ t~4 ~ ~ ~ ` ~
I
„ e 'mw
i ~ ~ 7Y' ~ _ ~ . ---~M'" 9 `r • ' - Tar~ne~+r ~
3 .
Y
I CL S~4 E~■ i -_'a. ',~J + y I
.~__._..__a
~ caRSlN nn~ITIcN ~
To CREENACRES
47li AVSF- A55E55OR Fln. 6 1~5;
55792-0329
~ ~i__.----__.~__.__. .
g4
r'
r
LDNG1lfiE1N PLID
S" A~ D~7'~j;}'~S1 FIELR REPORT # 4L
y n ~7ok1..~~+ ►~~i~{+
DATE. M2JO{
soII.s. TEsrtNG & nvspEMox . PAGE ~ QF ~ C-70-SO00542 j
Js2s ~ ~ERRY ,
'
SPCIKAhE, wA 99242
509•534-9711 FAX 509-534-9755
V17 NORTFIWEST ~
T)AILY FIELD REP'(]RT
Project irjtmmafian
Project Name. Date
Longview P19a $123l01
Project Na.: ReRat Nv
C-70-S400542 41
Weather Arrn►al rQne: oeprt+rre rme
Clvudylrainy - 71 °F 11:40 1:04
Client LomI Representative 1phone nutibu
Tomlinsan B[acK Mike Hume
Germi CcnbacU site RqrmnmWe rphom nwnW
Mauntaitl Cr@5t Rt7n SChflft
Subcontracbr STI Rrnod ManaW I,pFom manbw
Bruce Howard 509-534-9711
PapNo of
i 4
~ Manpmjer aW Eq*ment used
rreA.
FWa or,swarom
A,mved onsite per Cvntractnr's rec~uest to test crushed rock for sidewalk, curb and geztGcr. Roads testeid
were 4'~ Lane, Carbin Lane and 2° Lane. A11 but vne test was failing. It appears the contracwr did not
camgact the crushed mck completely. ContrWor was nat onsite; cnntractor wi11 be eontacted ta [et
him knovv he needs ta comgact sidewalk more completely.
~
f
TI Field 've C/RREEWMED eu ~ve
Tfil5 UUCl1MElVT AFlf1 REFERENCE(7 ALl[]E.N3A ARET4 BE 00~l~ERII7 PREtiMII+~A51G BY E
S~ ~HSTRiJCfSON ENGlNF~R AFdIIQR S`~TT ~tQJE- ~ C~j~~C? vt _ r ~
Reviewed by Date STI Psoj act Manager ~ I]ate
I
Corresponding ❑ehciency Repwt Ns
2214 East itiuersidc
Spokane, WA 99202
Nrl HnRTHwESx (509) 534-9711
F'ax (509) 534-9755
[)RT i?F FIELD CDMPAe'TI(?N TESTS
Date: 8123101 Prnjeet C-74-5O00542
Client: 1VIike Hume Pcaject Description: Constructton Testing Servie.es
Tatnlium Black North, Tnc. Longview
8245North Aivision 5treet Spokane, Washingtvn
Spokane, WA 99248 F'eeAd Repor# 41 Fage 2 of 4
Density Std: 48441 Moisture Std: 10363
Technician: Tim Johnson
Test I7ate Lacstian nWh sdw wei nc=ry MM!Mns: nty mdaw paome PmcrFad Rdmor anr
N[s. SG 81evwim {F'M D-ity . 'dhe C-RP-Um, No
4rh Lane 1 I ~ ~ I 1 ~
1 r 8-23-01 I 15+00 RT 131.9 ~ 6.3 ~123.8 ~1 90 ~F
2 ~ 8-23-01 r 14+50 z.,T ~ ~132.3 ~ 6.4 I 124.4 ~ i ~91 ~ F ~
3 l$-23-01 ~ 13+00 LT ~ ~132.0 ~5.8 ~124.18 ~ i ~ 91 F I
4 ~ $ -23-01 I 13+00 RT 134.3 7.5 ~ 124.9 ~ 1 91 ~ F ~
s 1 8-23-01 ~ 10+60 RT 137_9 6.4 ~ Las.s ~1 I 94 F,
~~~in Lane I I r I I I I I
8-23 -[f I ~ 1 D+75 LT l ~ 132.1 ~ 6.1 124.6 ~ 1 ~ 91 ~ F ~
7 8-23-01 ~ 11+15 RT ~ I131.7 ~ 5.6 ~ 124.7 # 1 ~91 lF I
$8_23-01 , 12+30 LT ~ ~133.7 ~ 5.7 ~ 126.5 ~ 1 ~92 F
9 823-01 12+25 RT ~ I 133.5 7.7 ~ 124.0 ~1 I 90 ~ F~
10 f8-23-01 12+25 RT I h 140.3 w 6.8 131.4 I1 ~ 96 IP~--
I I ~bdLane tI ( I I I
11 I8-23-01 I 10-+65 RT 132.5 ~5.7 125.3 i I91 F
12 ~8-23-41 ~ 11+54 LT ~ ~134.8 ~ 6.7 ~ 126.4 1 ~ 92 ~ F I
X NucPmr Methad ASTM Q 2922-95 Staaudard Proctsor ASTM ll 598-95
Sand Cone Medhod ASTM D 1555-95 X Modified Proctor ASTM D 1557-98
0= O;c =T.Ma
&MMv
1 i J Spdme Rock Products CSTC ~ 137.4 ~I
1. FiIt P. Test Aesults Comply With 5pecifications
1 F Test Itesulks Do A[vt Comply Wsth Specifications.
NmTES:
Paul T. Nelson, f.,
L, Super-sor
Ask ~
~ 2 ~ ~ - z
~`}C)
~ ' I rz
I ~ dr e~ a PLA ~ ~cr ,~e►~
BOUNDAWf
~ Wt'ERT EL_204.54
SAN SE 4TEM
8' srt.l9
l
- r- -
4' ~91Eft ~ gOFFM ~ E►4SEMF?IT TZr Pw SS
Lfm m I L~T7
10 9 8 7 6 5 4 3 2 1 a i~
~I
~PLAT
OMMMY
LvHGVIEw pUD
FIELD REPoR
~r ~
NQRTHV3JEST DATE: g~2 3~~ 1
SOTLS. TES'~IlsiG & INSPECT'ION
3528 £ FERRY pAGE ~ OF ~ C-70-SQ00542
SPflK.4N& WA 99202
5[}9-534-9711 Fr+X 509-534-9755
. I
~
3 OF 8 .
12 ~ I ' , x ; ~ .
11 2- 3
1 yx• ~
~ ° ~ ~ ~ ' ' y
~ v~,~,~ , .
to;3%%
~ ~{~im ~ f1~ _ 2.~ ,
~ ~ • I k ~ ~
Td; Cti'LI Tf ` -
(TYPIC14L)
10
lkT9Q
T~-F37.9~ 3Ri]
';t ~,l i a I I - - f ~ ~
~ 1 t3+UU «vq W c !
' ~ , $ i, c E f ~ _ - ~I ~ w~,
z
[
~ ' I f 1 I IF'*~~ ~ ~ 5I C-4 I .
rp
SEE
3 V T~R' ~ E7
L ` PUD
, ~~.a R~v~ #
~roz~~sT ~ 23 ~
50II.S. ~Ti1+TG & iI~iSPF.C'i~O~' D~y ~
3629 E. FERRY P14GE ~ oF,~ C-70-S000542
5Pt?Tf.r'~,.'+~E, WA 99202
503-534-4711 FAX 509-534-9755 r'
v
VT1' NORYHWES7
DAIL1Y FIELl3 REPORT
~ Prowt wwratian
Project Narne: Date
Longviewr PUD 8123I01
Prcrjext No.. RW No •
C-70-S400542 42
weamg Anival Tffne• Depmfure rme:
5unnyAvarm 8;30 1:30
GGent; Local ReprmntaGve 1 phone nuntw ,
Tmmlinsvn S6ack Mike Hume
clertxla Cmtradar: site Relpiweniafn►e ►phm nwTdw
Mountain Cres4 Ron 5chot
SIA)GOntoolor sTI PmjadManW ►1W* nmber
Brvce HQward 5*6349711
Pop No. Of
1 3
- Ma%)ow aM Equi~rrenf lised -
NIA.
- Fidd Obsa"bs -
Araived onsite per Cuntractor's request. At tlie tacne o£my arrival, rhe curb was being placed on Corbin
Lane. A conerm field tut was canducted from a saWle at 5'I`A: 12+00 left on 2°d Lane. Density tests
were conducted on 4'b Lane under curb anci guiter; al1 passing resttlts of 95°Io $r lu,gher were ahieved.
6
'fn F1eld Rq ~Ye C~3ItL~~T'S ~lV
Tw5 ~CUis1EHT AIY Ft~FlC~ RQD~RIA ARE TA ~ CAt~~7~ PR9~A! Y U IG T}fE
S~ U~]NSTFZUCf[03V EHGIHEEi~ AS~I~iR 5TT ~JE GER
Re~riew~ by ~7ate / S7'I ~roject ~nag Date~
Coirosponcfing Deficieney Repor1 Plo.
~ 2214 East Riverside
Spokane, WA 99202
JVrjff NORTHINEST (509) 534-97 L T
Fax (509) 534-9755
!JR'T UF FIELD CmMFAGTION TESTS
Date; $f24l0I Pra}ect C-70-SOOVA2
Client. Mike Hume Projeet Description; Constructivn Testing Servires
Tomlimn Black North, Inc. I,ongfriew
8245 Narth Division Sfreet Spokane, Washington
5pokane, WA 39208 Field Report 42 Page 2 af 3
Deasity Std: 48538 Moi.,turre Std: 10378
Technieiazr: Cliff Peit*rew
TeA Y]ate L ueation DVth aelvw sc+. H6-vwon wet hfi"SU= ss L,y Nkaund pff=11 Pmcr xdcdor mr
No. n--sr D-WW Type compam- Full rro.
4' Lane ~
i ~ 8-24-01 ~ 12+27 Lr 0.0 ~ 138.8 ~ 5.5 131.5 I 1 96 p
2~$-24-0Z ~ 14+00 RT ~ 0.0 ~ 143.9 ~ 6.6 ~ 135.0 ~ 1 ~ 9$ P I
3 I 8-24-01 15+50 RT ~ 0.0 ~ 144.4 J 5.4 ~ 1313 ~ 1 ~97 ~ P~
a I8-24-01 14+04 r.°r ~ 0.0 ~ 139.2 ~ s.5 ~ 132.0 ~ i 96 P~
s ~ 8-24-01 I 15+75 LT ~ 0.0 ~ 140.1 6.8 ~ 131.2 ~ 1 95 e p ~
6~ 8-24-01 I ~~~0 RT ~ 0.0 ~ 142.3 ~6.4 1333 1 ~ 97 p ~
~ ~ I I I I I I
X Nucloar Methad AS',kM T3 2922-96 Sfaxtdasd Fractor AS'TM I} 698-98
Sand Coae Method AST'M D 1556-95 X Modifio[i Proctvr ASTM i3 1557-98
PW= a r.ob s~~ ~ M= *PL =T. Mm
&-ity Maim- &-V
~ i 652 I ~ 137.41 7.7 1
I I l ~ ~ ,
1. Fi11 P. Test Results Camply VVith 5peei~'acations.
2. F. Test Rmults Do Not Cvmply With Speeificativns.
NO'X'ES:
Paul T. Nelson, P.E.
Laharatory Supeavisor
~
1it~l~~'~ ~~L`'•~ -
22
~ -4~ IffrJ1Y a ~~4RY LON4 ~RD. ~O~EC'f T@N
1 I ItAl~Ft!'7~.E N@.
F
«e1~vr i ? 1►liIERT EL.
~a-----
~ - - ~ - - - ~ - _ -
~ a _ - - - - ~ r_~- -
- - - .~1..-- - - . o ~ ~
nr
' ~ ' 'C ~a ~ EASEbIENT & ~ I ~ ~1~ PVC s5
(i'YPCA4] • LOM Rp. 4m[!'
ii 10 9 $ 7 B 5 4 3 2
1 I ~
~ [ I
~
R1.AT I d 1 I
I OOUNDMY i i I !
LONCV1EW PUD
~ STI NQRTHWEST FIELD REPURT #
i)ATE:
Sfl1LS, TES'TLNG Bc. INSPECTiON PA~rE QF~5 C-70-S900542
3628 E. FERkY
SPOKANE, iVA 99202
5419-534-9 i 11 FAX 509-534-9755
~
V77IVORTHWEST ~ ~ ~]dILY F1EL_17r REPORT
2214 East Riverside
5pokme, WA 99202
Pro[ect fnfombari -
Pro)ed hfazne. E]ate
LoRgV1ew PUO $j30f2001
Projeet No, Report No.;
C-10-S000542 43
weatt~ AaW Tffr,e. Demh,re rme
Sunny & Warm 2:1 5 3.15
C6ertt Lor~1 Representative f pforte nurrter
Tamlinson Bfock Mike Hume
Goeal Cmnhcbx- Sb Reprwert&live / plM nurrdw
MvunUin Crest ❑enny
5lAxontra6ar STI Nect Nfaugw l phone nurrter
Brut'rE HOWard 509-534-971~
Pap no. or sr! Repwentabves an sb
1 r CLIP
~ Mmqmw eM E-quorrmt i" -
4- Persannel, 1- Water Truck, 1- 140'r Cat Grader, 1- 563C Gat Ro3Ier, l- Cat Backhoe
~FiWd Observafrons -
Arrivei on site @ Contractors request for density test crn CSTC. CSTC ►vas being placedvn 4' L1+i @
~ fhe time af my aarivall. CSTC lhad already bmn p1ace1 on the rest of the jvb site; T.E. 2' LIV, Gorbin LN,
34 LN, and Meivem LN. A visual was conducted, and it was dedermned ttiat the Qontracter wass not
ready. Twking was reschodual for a later date, on ar aboert Tuesday Septetnber 4'h 2001.
e ~
STI Field Rep iative Goa or's #ative
TWs ooCL.;~Uff nND REFEI;tENCED ►DDBMARE ro BE cOM¢Om r uM SrcrED ar THE
STI ODntsTRuC" ENcINEER ruaDIoR S'i7 cr
~ R,eviewed by Date STI Praject 11T ger Date
~ Corresponding [7eficiency RepOrf No: r-~ Repte n.2 sW01
■rf 7 NCaRTNWEST mAILY FIELD REPORT
22I4 l:ast Riversidc W 4. •
Spakane, WA 91202
Profect In(orrnativn Praject Name: Date
Langview PUD 9/1312001
PrQject Na Repor No..
C-70-SO00542 44
- Weaiher Arnvaf Time: Departure Time
5unny & Warm 9:00 12-30
Client Local Representafive 1 phane numher
fivmlinson Blvck Mike Hume
General Cvnlractor: 5ife Representaiive Iphvne number
MQUntain Crest penpy
Suboontractor STI Prajecf Manager I phaRe numher
Bacon Cancrete Bruce Howard 549-534-971 1
Pa9e NQ Qf STI Representatives on site
1 Tdm Johnson
- hlarapovver and EquEpment Llsed ,
4- Fersdnnel, 1- Water Truck, 1-fVatbed truck
' - Fteld flbservaiions - -
Arrived on site @ Contractars request for density test on siderrralk cvrrtpaction At the time of arrival
8acon Ccancrete was pouring sidewalk an Corbin I,n„ They had aiready poured sidewaik on 2Rd Ln prior
to my arrival. C:reg Bacon informed me he intended to pour sidewalk on the raorth side of 0 Ln, around
the carner to Manifald I.n. and then around on to 3`' Ln . Density tests on those sfreets revealed failing
numbers. A worker f4r BacQn Cancrete was using a plate compactor vn fhese areas, but the sc+il was tlry
and povadery. As a result, his cvmpactiue effort seemed to be ineffective.
Mtn Crest brougfit out a water truck and wet the soif. A dQUble drum, wa1k behind roller was 6rought aut
and used to cornpact the failing sidewa8k areas. '
5TI field Re sentative 4RYUI~PE ~e _ esent txve
THIS {7OCU.NEhfP ANa REFERE~lCED A6QEt~pR ARE T0 8E CON3fDEfiE6 PRELAND E~ BY TFiE
STI CoNsrRuCrIDN ErrGf r~EER nr~olflR 5TI PRev~ie►~ed by T]ate 5nae~r Date
~
Corms,ponding QeficienGy Reporl fVo, Fpcta Rqwn u2 2 ansro r
2214 East Rsverside
Spokane, WA 99202
' M
509-534-9711
--,1~►~~ NdRTHWEST F"ma 509-534-9755
REPURT UF FIELII COMpACTION TESTS Nuclear Method A57`M Ll 2922-96
soils & aggregates
Date: 49113f01 Project Name: Langview PUD
Client: Tamlinsott Btack Prajeect C-70-SO00542
Technician: Tim Johnson Field Report Nn.: 44
Iltimrty St+d.: 47439 Page: &/of~€' ~
Moisture Std: 10553
Tesf VEkWffi Below wet Maistuxe Dry MafierW Percent Pass +:sr IteEest Qf
No DW Locafivn gG Elevationi 'P'ype Cemgaction Fail L]T No.
~ 4th Lane I f- ~l I I I I
1 19i13/011 10+50 I 1 112,0 1 5.4 1 106.3 1 1 84 1 F I
I I Maniford r-ane I I I I I I I
2 19/13i011 19+25 1 1 110.8 6.4 1 104.1 1 1 1 83 1 F 1
3 I9f13/011 18+50 1 1 109.6 1 s.$ 1 103.6 1 r 1 82 1 F I
I I 3r~ ~e I I I I I I I I
L_J 9n3/011 15+50 1 ~ 124.3 1 6.0 1 r 17_3 1 1' 93 1 p!
I Manif41d Lm I ~ I I i , I
5 9/13r011 19+00 1 1 127.9 1 10.9 1 115,6 1 1 1 92 ' P 1
s 19/13r01r 18+00 1 1 129.2 1 11.9 1 115.5 1 1 1 92 1 p I
I I 3rd Lane I I ~ I I I I I 719n3/011 16+50 1 1 127.8 F 10.4 1 115.8 1 i 1 92 IP I
s r 9r13/o11 14+75 1 1 131.6 1 11.7 117.8 1 a 1 93 1 g
9 19113141 1 14+00 1 1 132.4 1 13.3 116.8 1 1 1 93 1 P
I I 4th Lane I I I I I I I
10 19/13/01 1 11+00 1 1 128.5 1 10.8 1 215.9 1 1 1 92 I P I
11 19113101 1 12+75 rt 1 1 125.2 1 7.8 1 118.9 1 1 1 94 1 P 1
12 19/13/011 14+50 rt 1 1 132.9 1 5.9 1 125.4 1 i 1 99 1 p 1
13 19/13l011 16+00 rt 1 1 127.3 1 7.2 1 118.8 1 1 1 94 1 p I
XiMoMed Froctor ASTM p1557-98 5tanciard Froc#ar ASTM I}69$-98 Lab proda rnx vpC cvrr. Maaf
No 5ample l~o. Qescsi~'on dex~ssty s~awist~re dersity
-.-I
1 683 hnport fill 126.1 l ~
Paul T.Nelsan, P.E.
Latoratvey Supetvisor
VTJF NORTHWEST ► IA~LY FIELT~ ~~~OR7'
z2 14 East Riversiae ~
spokane, wA 99202
- Pmtet lnfombon
Prqect Name: Rats
Lvngview PU❑ 9I14I2001
Pqect No. RepcFrt Na
C-I0-S400542 45
weauw AmvaR rune. Departure Time-
5unny & 1Narrn 7 0:30 1:30
CGent LocaI RePmsentatwe 1 pMm nurndw
Tomlinsan Block Mike Mume '
Gemai Contractsx' Site Repremtahve 1 phQne nmtff
Mountain +CresC [3enny
5ubanntrac#a STI Nect MarW J phme number
Bacon Conaete Bruce Haward 509-534--971 1
Page Na, af STB Reprewntativves on sb
l 3 Trm Johnsan
- Marpmw aftd Equiprient Us&
7- Perrssonne1, 2autility trucks, l-dump truck wltrasler, 1-back hce
Field (bswadws ArriVed on site @ eantractors request to test and inspect r.cmcrete for gutters.ThE currt€actor arriveci at
, 14:55 and started mrking the cms gutW at the iraersecbon of 3`d Ln. aiad Carbin Ln.. Contractvr pulled
a st.ring aloag #he 3`d Ln. gutter ta establish the gutter line Cantracwr used alm1 bo ►rerify his fa11 from
Corbin onto 3`~.
A cvncmW samgle vas taken at fihe crc►ss gutter paur and tested £or slump, air and ternp. Forur cylinders
were poured.
"I'he ronbractor also fimshed prauxing the curh arvund the sbozm drarns.
~i
~
1 ~
STI F1~ RepIeSP,,n#afiVe ~()~~"dC~dF'5 ~1VE
THIS []QC1lMENT AAD [iFFSt~l~ AAREF~A ARE TO ~ 4Q+J5~1EFt~ PR SIG~[E[1 BY THE
$~C`~ ~NSTRLtCTIdFI EHGlNEEk AN~IIOR S1'I Fl3
~ F ~ --~-er
, Aevierv~ by I~ate STT Proj er Date
~ q
caTespondng oeficiency Repcrt Na ~ ~ 2VM,
PROJFCT. Lo=ncf f)i *tA-)
I'RC]}'E-CT Na.:
fZEPC1RT No.: ►~'~"►ff NoRTHwEsT DaTE: 7/1 If /0r
TF-CH:
3628 E. FERRY
SPaKArrE, wA 99202 CONCRETE SAMPI.TNG AND °i'EST REP[}RT
(501)534-9711 Fax (509)534-9755
- : -
FIELD DATA ~ BATCH T]ATA ~
cpNCRETE strnPLr~R I~CvA-U~ JFP-vPl 'fk I mnc rta.: '3P3c)
DarE c~~ ~PLE Q1I'q lo [ I TRUcx Nn.: T70
7'IME UP 5A14iPLE jI '5 -2 I'd'ICf.ET No.: I f/
WEArHFJMn+IF `~uv► A191-6~ - ~ SacKs cEMErvI'l C.Y. $4lMIPLE Tl'PE 6 kff C''l1~'^PLWS I TYTE CEMEN`I' LR d-qq'k
S1'AllCi'URE TYPE c \w\0 'c qi Gl W ~ HATCU"['OIE I♦ '5~5-
S+114iFI.E 3d3CA'i'lON GFO% R u, ttt I Ff~W PLA[EAVM~ ITM f.'C3 iD
0'k I AI1MIXTURES ~70
accREcATE sIZE I/2
TnL cUBrc YARDs PLtcEa MAX
TO
SAMPT.E TAKiEIY FROM ~ C.Y, of I• s d I BAT{'H WA7`ER (lFs) r
Care Boz WATER;CEMEN'C RATI(? a a ~
Alntr,s: I DE5LGrd S`I'REPIC7'i3 ~~Ca
FEELA TESTING DATA
T98T RESUL`I'S SPECHUII VAL[ES
SLiW (1J4 in.) [A5'I`M C 143]
CONG`RE~`.`E TEWERATURE [AST~ ~ 106t] 72 q(3~
A,IR CUN I`E1VT (U.1 °/u) [AS'I'NI C 231 1 4- ] 7& -7,>
~
WATER ADDED (ga1)
pVATER:CENdENT RATID - ~t I
. LABURATCIRY MTING I)ATA ~
I.AD FIELD D►4TE TEST AGE SiZE A1tEA TOTAL STRENGTH TECH BREAR
In No. Tn xEc'D oATE (Days) (sq. In.) LoAD (Lks) (psi) TYrE
~i l 7
4~, ~R
h r~ ~
I ~
SAMPLED BY~ ~ CHECKED BY RE VIEWED BY
ASTM C31,09,0I 1,C617,C 1231
v:NsTUABUaxMs\cONcR w:PaRr v2.0 3r00
C~NTR■ rL PREpMIX T Y NCRETE CO• AWVI!
~ PCi Bvx 3366 Spokane,WA 99220 Dispatch [5irecf {549} 533-020$ Qus Df(ce {509} 534-6221 4
~'rl
91919 Harns Rd Pascv,WA 99301 Qispatch Ofrecl (509) 545-8510 Bus f]ffics (5(39} 545-$4~5
r F'C? 8ox 9575 Yakima,WA 98909 Qispa[ch Direct [509] 248-2046 Bus Offiice {509} 248.-2041
W 2180 5eitice Way, Caeur d'Alene,ID 83814 Dispatr,h Qirecf (20$) 654-2333 Sus Of~rce (208) 664-21 11
pfl Box 750 Hermistan,OR 9783$ Bus C]ffice (541) 564-8005
WATER AODEd Afi
C131ALBR 1l01 bVA Reg # 223•01 CE-N1-RP-HP311,18 iD Reg # 58 94-AAA- 1 -2-3 ❑R Re9 # 122179 CUSTmMER'S QWM R1$K
W3fflfng'Ifl1 UnLluS [F3eye5 C3U5e55kin iTnCati~ln Cpnlalr75 F~af!land Cefnent A[9pfTIDN,qL W~7TER AdpEQ TQ THIS
Fdead the fr~llowtng warning befcare using• Cvntact wi1h wet unharderted ~q~qITEpWARFL4NTY CONCRErE W7LL REpIfCE ITS STRf}~lGTH
concrate rrzprtar, cemgntarcemerrtrnixtures can cause skin irn{ahan, severe The on€y Iiapdrty of Cenval Pre-M1Ux Buer's ageni agrees i❑ accept responsibitity [or
~ert~~cal bums or ser~pus eye damage P,vord carotact u+ntM eyes and skin. conc.ese cn rar ~odv~ aeteci is re ~,r.ed stren th due 1cs wafer addee ar~ve design
Wearvu~Yerpr~Fglpnes a hulTy-buttonQd lang-sl~veshirt,fult-leng~ th trousers ~~u~n of the ~rchase prrce ~n
~
and kght-fitUnq eye profectf[mwhenwarkrnqwrth thesematenafs f yau have ~~~i y~all CenvFyl PPe?ktis C«~•
ta stand in wet-~ncretg use waterprmf bcsats Rhat are hght at ihe to,p and high ~yete co be naeie iar any d.e 4. AmVed atjvb vwth incy slWmsnough lakeep [mncre4e frvrro fldvrnn into 1hem If finishing Gancrete, wear ind+recl, inGdental or mnsequen- p'
knee pads tfl qrotect knees After can actwnth any of these materrals, wash tlal damages ressAtfng Gt~n [he use A~ey pal ~t~ at ~stnmer
a~f rmmediatelyw+tlt fresh, deanwater kndirectcontact throuh clofhing i~as of fne Mducss er ansmg ouG of request•
dan ervussD r+~mptlynnse these materials frQrnclathinq eek imme iate 6redch oianywarranty All patrsn ior
rrte~cal afken~on if you have persi stent or seve re discomlart In case o~Pye asma~sorsnarta~resrrxist6er~de Other addihcrns
r„~tretact, flush wikh plenty of waterfar at feast 15 minutes Corasult physiCian wsnkn 24 houra of deiiMery we da
!Ci'If17edIatGlY KEEP OU7° 9F REACH OF CHILORENr USER AGREES LO CQNVEV fiM15 nol assum fE3por15i6iliiy Ipr any rest GyllndeCS tdken
WARNtMGi;5,4S,1.PER,Si'~NSWHOh~E4YU5E(3RC{1AAEp~!'rf3CClMd'ACaNnTHVYE7(uHHlSRDENEQ) damage 6eyaid the r~rb IEne 4~F
CRNCRE+E, fa1@R°fAR, CETdENT OR GEMEHT R71XTURES FrCCEIVED
B
~x
LEA1~ PNNT ARRNEJ@8 SITE STARTDISCHARG£ FINESH DISCH~GE LEAV~EJQBgfTE qRRfyE pLUIT Buyer's AgenY receipt vt concrete
,.7 ■ ~ f•~ ~ r c.> ~ r T
i ' r'~ ~ + ~ . ~ and approval of any addsd iterns.
' Oft1YER5' -
COMt+dENTS
' C}rderNo Cust N❑ CpNiorCuslamer Joh Custorner PC]! Phase Code TICKETNp, pmrer CPN1 Prvject No
J. i 7`"
~ .
, T 33~fE,•c_• t
j custarner L}elivery Address
r Qdte
L9 A C i_'IN C 6~l N I i^. I E:. , i NC ~ sE ? i•; # sv h-L r=V
~ Delrvery Insirucftons
, MaP Zone
+ Lflad CItv L?elivernd QtY UraerOtv PrnductLWe l1OM PraducSDescriotion 11f11f PfIG2 Amount
. :sz~r `1"„'~~i,k a„]d,~ t1~.,i i el. .'Ll Va'r' I C.P
~ OR
0r~
~
LCFPd'''.~riz6' M1XNQ ~ M17f,L}i:SCtlfltlOf1..', 'r sIUfTlP TY06•{~`-~
pC ~~.f llse`a Truck Plarit: 5a1es Tax : • ~ . ~ ~ •
I T 'd11`.f_:X, c'E4_; I.D E.W (-4 `f
.~,.OYALI3UE
„ - - • ~ _ ~
fr ' i
: T'i : ?TE r . L,~,3 ~r t-. r• a~E ~ - ~ l 7 i ti atr ' ~ ,
IMr ,:~9 ~'~s' t'~f:~.L?~+ ~ +..'S 4s°, ~'';sr i 4-, ?#~_E1il' :r o• ,,a ,::11 ~y ' t~~ 4 u i
?r+i5~,~.i
d.s yi'; l • i ~f e,' [ i~~'~( ! .a_. ~ I ~ i} , £e+°•`i .,e~ K ~ , i a °t ~ t # :'k 3re k r~f `rx~ (a! ~ ''tf'g k; i `i • ,
,,,•-~:r:-_~ < < '^7~,' . ~ , a:
' ~ , t ~itir , _ • d' . i
. 4 . _ ` _ _ • i :t „ z , '
f
S)77NORTHWEST ► _ IAILY FtELD REPORT
22l4 EaslPiVerside
Sgokane, WA 49202
- Praied Infamation
Project Nme Nte:
LongVrCW PU@ 911912001
Pmlect Na.. Ftepart Na :
C-70-sO00542 46
Weathw Arrivaf Tnnna. pepmtLwe Fime:
SUnny 8WaCInV70 11: 15 12:30
Clierrt Lrcal Repewtabve 1phom nmnber
Tomlinson Blnck Mike Hume
Genaf Contractm Site Reprewnlative 1phone number
Moutdain Cre.sc Denny
Swxvtracw ST! Nect ManaW 1phm nurrbff
Pauf Nelsvn
Paga n!o ar STr Repesejftffves un site
' 1 3 A GrBharrl
- ~ aM Ew~awt U,.,a
2- F.quipment trucks, 1- Cat to}cat 1-940 bacC-hoe, I -Water truck.
- Fidd Obsffvabm
Arrived on si0e Per contrai:tors requcst te test and inspcct finisb grade frsr base material. The contractor
was nat on srte. Perforined (7) density tests total. (4) Campac.tion tests on Gvrbin Ln. And, (3) Gvmp-
paction tesrs on 2°' Lai. A11 tests passed a7 95% ar better. Dbser►+od contractor reps. mudding starm
drain rirtgs in manhote # 17, on 2°d Ln.
1Jor.i. Z=-t- ~7 F~,ld ` Cs~ _ fGER.
entati~~T~i15 DUf1tNEi~T AkD ~FEF~IC~ RU6~A 1~ 1'0 ~ 001~~ 1~iARY l! N~ eY THE
STT oQt~7R1C31oH EPtGINEER AI~IoR S11 Pito lz-rlol ~ ~ ~viewed b -
Y~ I~ate STr praJc.ct er aate
~
Corresponcring Dert(ency Repor# fVo- F-wM Rqxm,.ns anWr
2214 East Riverside
Spvkane, WA 99202
509-534-971 l
IdORTMWEST Fax 509-534-9755
REPOk"T UF FIELI} COMPACTI(7N TESTS Nuclear Methcd ASTM a2922-96
snifa aggregatea
Date: 09119101 Praject Name: L,ongvaerw PU❑
Client: Totnlinson Hlack Praject C-70-SO00542
Techreieian: A. Graham Field Report Na.. 46
I3ensity Std.: 48658 Page: 2 af 3
Moisture Std: 10443
Test ~te I,~ocativr~ ~ Befow Moishue ~t Materif P~ent Fass cn Ret~E o£
N'o. SG El~ation ~ ~ 4PCP? T7'Fe ComPactiran Fael T3T No
I Corbin Ln. ~ 2« be1ow f I f- I I I !
r ~ Sra: 10+50 Rt. ~ curb lip 139.2 5.6 ~ 131.8 ~ z ~ 95 ~ p ~
2 i i+50 Lt. 140. 1 6.3 ~ 1318 95 ~ P r
3 12+50 xx 144.8 ~ 6.3 ~ 136 .2 98 ~ p ~
4 13+50 Lt. 142.7 ~ 6.6 ~133.9 97 ~ p
I ~ 2nd Ln.
5~ ~ 10-F-50 Rt. 140.8 ~ 5.3 ~ 133.7 -9-6 rP
5 11+50 IA. 139.1 ~ 5,7 ~ 131.7 ~95 P
7 12+50 Rr. 140.3 6.2 132.6 95 ~ g ~ -
~ I I I ~ f i i I
~ ~ ~ ~ I 1 I I r .
I I Y I 1 ~ I I
~I ~ I I I r I ~ 1
I ~ I I 1 I I E I I
~ ~ I ~ I I I I I
I I ~ I 1 ~ I I I
XiModified Proctar ASTM D1557-98 ~ IStandaard Proctor ASTM D698-98 Lab Prucior Sam ple p~~vn msa~ vPt ocnr. M~c
No No. den,sity mais#ure density
1 652-1.0 CSBC-SkP ~ 137.4 ~ /F.6 ~2 661-1.0 CSTC-SR.P 1 138.M192
yPaul T. Nels'bK, 1~E.
T.aloratary Supea-visor
. ~3~~T
12
• 9 S y
1 2 3 4 5
~
'i ~ ~ ' ~ ' m' E' iBOMER !c -6' CyF'FSET " 4" SEWER 17Rt 2.'m 1 ~
1. 1e, LiT]LlIY ~ SERVIC£
t~} ~ ~
EA~EaaT ' . *z {rrp
-5'
~
1 0 ; 17ae &M -71
'i ~
, .
10+00 rIMMrN •
T3+37.99 3Rf] RN , c I -y M .....~'~..........~y
m
~ , ; , s ~._yrt ~
t~ ~ f F - - - - , - - - - - ~ TRACT---.'•D'
12+57 'L COR81N Z
t 10+00 214U UV.-
. ° ii ~ I ` , ~ ' [ ) - rj- ~ ~ ~ yl ~ '~J
C,4 i , .
! 1' . ~ ' I , r--~ ' ~ `t. • ~ . z
SEE SkiEET SEE SH EET
3aF8 6 QFB
LLiNGVIE1N PU@
"it NORTMWEST FlELa REPOR7' #,I ~
`t ~C~ R
so~.s. rES~c~rG & nvSPEeTTON DATE: QaIt
3$26 E. FERZY PAG E ~ O~3 C-70-Sv00542
5Pi]KANE, WA 99202 ~
509-534-971t Fax 509-534-9755
r
rr ► DAILY FIE~,D C~EP(]~2'T
, ► d
z2 ~~~r~wESr 14 East kiver5;ae
Spvl:anc, WA 99202
• Proiect informa#ion '
ProfecE IVame date
Longview PUQ 9120f2041
Praject No.. Repad No
C-70-sa00542 47 Wea#her Arrival Time; Departure Time
Sunny & UVarrrrfTi]i 8-30 11:30
Client Local Representa{ive 1 phane number
TQmlinson Biock Mike Hume
General Cantractor, SiEe Represenfafive P phane number
Mountain Crest Denny
Subcontractar STI Pmfect Manager 1 phane numher
Pa[9l Nf;l50n
Page No. af 5TI FZepresentatives on site
1 Tim Jahnson
' - Manpower and Equipment Llsed ,
2- Equipment trucks, 1- Gat skitlsteer IQadet, 1-940 back-hae, i- Water truck, 1-Cat 940G grader, I -
Tngersoll-Rand Sb70 raller.
- Field Otservations .
Arr'ived on site per cantractors request to test and inspect CSTC At the time of arrival the contractor was
rernoving excess base material fram 4`h Lane. cantractor khen watered and cornpacted 4`h Lane. 'I°ests were
taken on Manifold and 401 Lanes. The result of all test was a 95% or better passing.
The cantractor aisfl had a crew on site raising the vvater vaIves and manholes.
ST1 Fie2d 12a~presentative Contractor' Rept'e~entative
THIS []t3C{1MLN `RND REFERENCEa AaDEHDA ARE Tp SE CAldal➢EREDRRELJM1k4RN fl REVI E Na 51 EG 8Y THE
STI CONSTRUi:TIpN ENGINEERANOI011 $TI PR~.IE NAGER,
Revie►~ea by ~
~ Date STI Project Man er pate
Carresponding l7efiaency Report No Nield Re6iur1 vz 2 V29m1
2214 Eest Riverside
Spokane, WA 99202
509-534-971 1
- NaRTHwEsT Fax 509-534-9755
ItEPURT OF FIELD COMPACTIUN `CE5TS Nuciear Methvd ASTM D 2922-96
svils &aggregates
Da#e: 09120101 Prnject Name; Longview PUD
Client: `F"am}aman Black Prvje.cf C-743-5000542
Technieian: Tun Dohnscrn Field Report Nn.: 47
Density Std.; 2201 Fage. 2 of~
Moisture Std; 679 Dry Test I~I~ T.qcatian ~Relavv ~ Mssisture i Material gere~t Pass or Retest of'
No. SG EleWa3i[sn % (gDen CF~ 'Type f;°mpacti~ Fail d)~' No.
I I nanif'old Ln• ~ I I I I I I I
t I9/20«11 is+aa ~ ~143.7 1 6.0 ~ 135.6 ~ i 1 98 ~ P 1
2 1912410i 1 19+25 i44.5 I 4.9 137.6 p r 1 99 Ip I
! I 4th Lane, I I I I I
3 19/20/011 12+00 O ~ 144.8 1_4.6 1 138-4 ~ 1 ~99 E P I
a 19/20/011 13+00 ~ I143.5 ~ 5.2 136.4 ~ L 98 P
5 19/20t0i 1 i4+25 ~ ~139.8 5.8 132.2 ~ i 95 ~ p ~
s I 9r2o/011 15+50 137.8 ~ a.s 131,7 I1 95 I P I
7 19/20/011 12+25 ~ 140.9 4.6 134.8 ~ i ~97 P ~
~ I I I ~ I I I
r 1 I I I I I I ~
I ~ I I I I I ~ I
~ I I I d I I I i I -
I I I ~ ~ I I I I
I I I i I ~ I I I
l I ~ ~ I I I I I I I
I I ~ I I I I ~
I 1 I I I I ~ I
I ~ I I I I I ( I' r
XI MoMei Proctor ASTM D 1557-98 ~ ISt$ndard Proctor ASTM D598-98
I.ab ,
ploctor MR apt 0orr MaaE
Na. sam
p1e DescriPtion density ma"rsture density
No.
i ~ 661 ~ CsTc spokane Rock Proa[u~~~y heignrs pxt ~ 13$3 ~ 9.2
2 ~ 652 ~ CSTC 5pokane Rock Products/Puzes pit ~ ;aul 4 .6
I~els~n, P E
1'aboratory Superrrisar
NC]RTHWEST ► ~~~L~ FIELD REPORT
2214 East Riverside
Spokane, WA 99202
-
- - Proiect dnVmban
Rrqj~ Nmme: aate
Longview PIJD 9e2712007
Pmject No.: Report Na.
G-70-S000542 48
yUwther Affval Tima: Oeparture Tune
Sunny & lPYa1m 9:00 91:00
c[ieni; L=P Represenffifivve I phaw nmber
Temlinsnn BloGk Mike Hume
General CatftctC+r Site Representative 1 phm nurn*
Mvunain Crest DBRny
Subcantraft STI Projed Manager1 phoRe numbu -
Bacon Conaete Paul Nefson
Pap Ida. Of STI RWesenlatives on site
1 2 Tim Jvhnson
~ Maqxw aW Equomnt llssd
2-flat ted trucks, fa-personnel
- Fleld Obswrsgffm
Arruved on site at contractora sequmt tp test and inspect conmft fvr sidwa3k. At the time oF arrival the
cadmctor had almdy placed concrete an 3d Ln,, Corbin Ln-, and part of'TscTtirley. A cancrM sample
, was vbtained at sta 12+25 't'schirZey, and tes#ecl £or slump, air and temp. Four cylinders were cas4.
!
r ,
~
~'V A
Sn FieFd Re&6entifive eati~+e
Tr~S oocur~rrr ►u~ ~Ett~r,E] At~ To ~ rN5EEta) ~ $r T►~ Sn rx~
rrsrnucnow ~Gm~ nr~QR STT ~oJ3~~ fz8~°L
~ ~--d~
I]ate S'F'I Pra'~ 31Z er I]ate
Reviewed hY ]
~
iCarreq=dng Defici$ncy FteW No Rcparl 4.2 ar29,o]
;
~ ' ~ ~
3Fd{3 A~`V~~. _ ~ _ , T~ - ~ j P
~ - - - ~ - °7_ 9 10
M-PLAi1 waw~
-Tila iAvey ~ owmek ma _ _ .
F PC Hd16 FHC~GF `{SA1 • - ~ ' r WLTJ ( ~
E 3P
9 f.. ----~~r----'-.3 ~•m.• ~ ~ ..i,a._ _ _ - T_,- ° - -
57 _
-6' OFg'^sEi ~ - -
i ..N C~ ~ . ~ • ~ ~ - ~ - N
~
.
~ G~ _ _72__. '°I"f]"°' ~ 9 y.-_-~.---~ •--_.~~a 5
$C ~-4 1 _ 2' '"~•_--^-F J~_F, ~ -•"~0 1--------'"~~-.~ 'L y~_ ` -
~~T
BOC!►iDRRY
LONGVIEIV PU'D
~ S" NORTHWEST F1EL_ Q ltEPflRT #
DATE. 7 A7to f
'
3628 E. FERRY SDTLS, TESTIlNG & INSF'EC"TT[3N pAGE ~ OF ~ C-70-SQ00542
SPOKikiNE, WA 49202
509-534-4711 FAX 509-534-9755 ,
~ •
~JfT
• L~.vENTRAL PRE-fYilX d~O1YCRC Y E LiO. AU
PRF F~D Bcrx 3366 5pokarre,WA 93220 Rispatch Direct (509) 533-0208 Bus C]~fice (509) 534-6221
Mi11919 Harris Rd Pasco,WA 99301 Dispatch QErec1 (569) 545-8510 Bus Office [509) 545-8405
; PO 6ox 9575 Yakima,WA 98909 ❑ispatch Direct (509) 248-204E Bus C3ffce {509} 298-2041
E
~ W 2180 5ellice Way, Cpeur d'A#ene,ID 83814 Dispalch Direct (208) 654-2333 Bus (]tfice {20$} 654-21 13
PC? Box 750 HQrmiston,OR 97898 Bus flffice (541) 5£4-8005
WATER 14DL7EQ AT
C939ALBR 1I01 WR Reg p 223-09 CE-NT-RP-M311J8 I❑ FtBg # 5894-APsA-7-2-3 OR Reg k 122179 CUSTOMER'S vWH RISK
Warning.lnjunaus trreyes Causesskin irntafion Contains Rortland Cemen4 AI3AITIOM1lf7L WATER ADDE0 T{I THIS
Read the following warnmg befvre using• Contact voth wet unhardened LIMITE❑WARWIrETY GOHCRETE WILL RECtl1CE I7S STRENGTM
CpnCrete mortar, cementorcement rnixtures can cause skin Errifativn, severe
chemtcaf burns ar serious e 7ne oniy fiabiiiiy of Ceni~ar rre-~rix Buyer's agar,l agrees to accep1 respansibiliry far
yQ damage A~oir1 contact mnth eyes and skin reduced
Wearwaterpr~f giaves, a fulfy-buttoned lang-sEeeveshirt, full-lengthtrousers cunOhcarelueiern of cn ihe fmr pr~purchaucisc pn aerece u is m strangtt~ due to water added above design
and iight-Ftf~ngeye pmtectianwhenwQrkin with thesematerials Ifypu have na event Shall Ceniral ?re-Mix Con-
tastandinwetconcrete usewatMroofbvosthat2r~ Gghtatthe[opandhigh crese co 6e iianie [rn any crireci, Amvedatjobvuith rnchslump
envugh tca keep ~nca'ele from filowin inta them If finishmg concrete, w+ear rndirBCt, mCidBnlal Or Cansequen-
knee pads to ~rpkect knees Atter conact with any of these maten Is, wash hal darreges resulhng Frem 0.he use A~~ Qaj wafer at cusfomer re uest
q
o~Fimrrtedia feyvwithfresn,cleanwater Indirectcontactthrouq hclat~ingisas of ine Products or arEsmg pul of
dan eroussa romptlyrinsethesemateriafs framcfothin Seekimmedaaie hreachoTany~ranarrty AIlcla;rcsFor
meic2al atten~iars iP yau i~ave persistent or severe discam~ort In r-ase of eye darrYage5fir5hpRages mu591]e rr4'rde Other addifions
evntact, flush wi#h plen[y of water Fpr at least 15 minutes Consult physician mihin 24 nours of deiiverywe do
immediately i[EEP Rl1T OF REACk OF CHILDRENf LISER AGREES T❑ CRNYEY THIS not a55um re5pC3nsibihty Tar any ~ Test r,yfinders taMen
,9 CbW lhii[}CONTACTYa7THWET[UkHAROENEI]] damage treyond ihe cura line
WARPIINGTOItU.RERSONSWHpN1AYU5E0
CDAlGRETE, MORYAR, CEME NT OR GEMEN7 NSI7fTl3RE5 PE-CENIF-D
. BYx
LEAVEPLAIVT PEtRNE JOB 54TE STARTDfSCHARGE FINfSH n15CHRRGE LEAVEJOB SIFF ARRlVE PLAMT guyer's Agent reGeipt aF cnncrete
.-t
~ ■ , -~r ~ ■ ■ ~ and approval of any added items.
~ -'e . _ , ■ . .
dOJVERS'
COINMENTS
{]rderlVv Cust Nv CI'M orCustomerJvb Customer PO 1 Phase Cade TiCI(E7NC1 Dnver CPM Prvject Na
Customer , i]elivery Address Date
pelrvery EnstrueEians M3p ~ ZOCte
G Loatl Utv aeliverea Otv [3rmer Uty ProductCode lJ(7M s'roouctC}escnpiian UniY PriCe Amount I
J o : [ ]f! ~~i, :li J .kt_: ; ~:?~t. i 4 - p 3 tx.• f..rt } ;_2, „45[; '!}ut.~;J r r~~=f ~..~s~r~;l ~~4 {li:~ ~ ,
_ ~ t_1, a ~+~F _ ,~~•;a i a , •°i+J~ - (,,i io c,§~'' `-[~}`3 :•'.ri ~ s
AAix Nv t•~ a T Rant~-
A1liic Qescripti~n Stump 7j+Kie+~..aCC _l'_f~~ # ~ ruck Sales Tax
- r ~E _ ' • .z *a h :.a~~ x} ; ' c _ ~ gr_,.p - ~j`= , -
' ;f ~ _ _ 'Fir'Lw`~ ~Ta.~~ li r . .s
ZF}"T stsx~LF,,"LVy •:~4.
~ - ~ e- _ f'~r c TOTAL DLIE
;~'E, ~-r.t=~;C Y: yr,'=~_~~:~ - •
L'}" j.~.1. ~r.~ 'f,,, -5. , s-.'~w+.:~ ,~i~ - i,~r~_ ~ 1^"y..y ~ , •f;~< < .
i
A? • 3 _ F } . . q 'Y"SP~E+ ~ ..s- tl f' L y i ~ . fe ~ c ~ I f x, -"q~;P'~! 4 :~4 ~ - .,i. ~ c`. -1'L,; ' r~~ `r~_ , ..-A ;i. "3 . j
~3, € r' i = iY~•~i *f•. . ` . ` _ . . ¢v ~ 2~ " , ~la:~_`
, ~ . + _ • . ' ' _ , ! . .
3 _ i . .r . • ' - ' ' ` . _ ' , c. . - • ~ • ' t[ i , i ' • . . ' - ,
NORTHWEST DAiLY FrE~.,D REp[~RT
1•~~z21a Fasc R;versLde
Spakane, WA 99202
~ , - Praiec# Pnfamabnn
Project Narse• Date,
Langview Puo 9126r2001
~~ject No.: Report No.
C-7(~5400542 49
VVeather ,4rrMal Th,e be.part,re rime
sunnr & wam,rra 10: 50 11:50
ciienr. RepresentaWe pnone nwbff
Tomlinson Block Mike Hume
Genera[ Cantraft: 3ite Representative F ptrone mrnber
Mvuirta.in Cre5t Denny
SLdCOnhcbar STi Projed ManW 1 ptwne numbff
paul Nelson
Par rb. ar sri Reprew►tat~~ on sb
1 5 X Graham
- Manpmer and Equipnent used
No equipment on site.
Fiek1 Ohwvatbts
Amived on si#e, at contmMrs request. Tv take mensilyy tests rsn roadway, that was paved seweral days aga.
Tests goes as follows.1nd Ln.-Sta: 12+50 rt. & l 1+00 TA. Corbin L.n.- 13+00 Rt. &1 1+SQ Lt. 3rd Ln.-
1 t+SU- 16+00. IVtanifvld Ln. 17+50 &19+50. 4" I.n.-11+(ffl- 13+00. (See test resuits for true locatioms)
Corttracwr anot on site. All tests passed @ 92°Iv vr better.
. ~
Ld ~
S'CI FietR entative en tive
THIS D43CtlMEHL APID REFERE4VCEp AQpEW14 ARf TO BE CUHS~3EE~ED PRFLI Y AN[] S ~ 6Y THE
uTI OOHSTRUCTIl7N EHGINEER A~IQIQR STE ~tl.I F.R.
- Reviewed by Date STT Project Mzn;abr Date
1
Cnrrespandhng Deficisr►cy Report No FwLe ~ ~ 2WWo[
2214 East Riverside
~ Spokane, WA 99202
509-534-9711
NORTHWEST Fax 509-534-9755
REPORT (?F ACP FIELp DENSITY TESTS ASTM I7 2950-91
Date; 49126101 Project Name: Lungview PU17
Client: Tonnlinson 81aek, Inc. - Project C-70-SO00542
Technidan: Aam Graham Fietd Report Na.: 49
Densiiy Stda 2198 Page: 2 of 5
MoisWre Std: 675
Tcst Total Percent Pass +ar Retest vf
No. Lacation Lift Dmsity Class Compacctma FaiY DT No.
(PCF)
i ~ 2nd r..ane - 12+50 RT M 143.4 ~A 93 ~s ~
z ~ ~ 11+00 L~° M ~ 146.2 A ~ 95 ~
~ ~ Lane - ~ 3+00 RT M top_ 144.8 ~ ~ ~ ass I
4~ Cvrbin Lane 11+50 L'T ~ top 145.6 I A ~ 94 ~ pass ~
s ~ 3ra rane - 11+50 LT Mtop ~ 144. r r A O 93 ~ pass ~
6 ~ 3rd Tane 13+00 RT ~#op ~ 142.6 ~ A ~ 92 pass ~
7 ~ 3rd Lane 14+~50 LT ~ top I 142.4 ~ A ~ 92 ~ pass ~
ass
8 ~ 3rd Lane - 16+44 RT ~#op j 143.8 ~ A 93 Fpass
9 r~r'ola - i°~+5o LT ~ia3.9 Ag~ ~
10 ~ Manifflld - 19+54 RT ~ top ~ 143.8 ~ A ~ 93 ~ pa..ss ~
11 ~ atn Lane - 11+00 RT ~ to 142.5 ~ A ~ 92 as5 ~
12 ~ 4th Lane 13+00 LT f t0142.2 A ~ 92 pass ~
13 ~ 4th Lane 1S+Ot~ I+'~' ~ top 145.6 A ~ 94 pass ~
I M ~ ~ ~ I (
Lab S~sr►ple ~riptian Rice ~ecisi~
Class . ASTM T71041-95
NoA INlA I AGP historical averdge ~ 154.4
I I ~ A In
~ I ~/1 Il
~ I )Aon-
.
~a
Labaratory Supervisorr
SEE SHEE`f
3OF 8
+r~' 12`
~ E f I e . ~ ~ '•ti5 3 [ r5 } ~
q f
2 3 'T 5 V
1 S
i 11 AI I - 6' ~~ER i~ -6' C+~SET 4" ~'4YER t zAre
~ ` ~ I ~ ~ . ~ 10 i ll'ni.P11` SEIRIRC'E ~
~
,4 I ~ ~ EA~iEAfT (7YPICI~L)
~
~ i~ I •.~R m, , m F- - - ~ ~~1
i 10 t 111E 13N
i `b c• _ .
BO-FOO ComiA1 4lr. . . - ~
T~+37.95 3FiD LN.- UJAi-l - Y-- x xf ar
- - - - -
~ ~ , : / • ,
2+57;COFtBiN lJd. TRACT-
50+00 214[} 17V.■+ Z. I e
~ ~ ~I 4 ~ I ° ~ ~ ~f ~ ;7E• ~j ~t ~ L'J
1
SE3 ~~BT ~GEflEr
~
LON~Vt,E1N PU[#
NC3RTHWF-ST FIELD REPt]RT # 4,D
~t~?~ E~C~ I
5O~,5. TES~TiG & INSPECTIaN DiA7E: P►4~E QF ~
352$ E FERRY , ~ ~J (:-~~-~~odi'J42
SPOKANE, WA 99202
509-534-9711 FAX 509-534-9355 {
I
.
.
.
^2` ^jY • ~ i ~,f~ 4
3RD AVE. 7j 9 'iD
- ~
~ ~ 1~Ii:T
[ w 4r4 -
I ~ ] - ~ .Ape' ~
L+.ti ~ - - • ~ _ ` _ e. ~ ` _
I o - _ .r ~ ~ r.'~' - - -.1
Z
,w'w-
7,-_«.•''~
i ~O ~ _ ~ f 1~ ~r~'-.+ Jf ~ S „y~• ` ]
._._''r~ ~ __.A
i y
rr tr~ 3
I 2 nl _
G'ORSIN Ag01TEON
TC1 G'+EENACRES c
4TH AVF-- wSSE55DR nra. 5 r25; I I µ-T1:~.
55192-0329
II^• rL~,_._----'~---'---^-~ . .
sm
4 OF 8~i
S77NURTHWEST FIEGD REPQRT # Z45
DA'6E: ~
SC31L5. '1'ESTII~IG & INSPECTION , PA~.aE ~ OF C-7a-Sv0n~54z
3628 E F~FtRY •
SPOTSANE., WA 99202
509-534-9711 FAX 509-534-9755 ~
r r
~s
• i ~ I
Z 2 %2/
,
0 eam= a: : PLwr
tcr unrlor ueea m I° ~ E ~o,~cr zeu
I YAMiM1 N0.7
r s I EASEWEWr a1V4RT 0..-2G344+
5AH SE11ER 4T=_ '
Si1fB
4M
I~ 4 B0~ !4 i I ~
'Or OFFM e~
~m S. 404 I ~ l' Sa' PAIC 55
(rfinQ T1G1lG kD, L~*97
~-Q~.0020
V 10 9 a 7 B 5 4 3 2 7
NII-PUT
G111
~~11/tY
LONGVIEW pUQ
Nt]RTHWEST FIELD REpQRT #
SC3TC..S. 'IESTING & TNSPECTION DATE: qr,4 lot '
3628 ~ ~ERRY RAGE ~ QF6 C-70-S000542
SPCIKAiNE, WA 99242
509-534-9711 FAX 509-534-9755
~
. clY ~~cOy
o ~
NORTHWEST 'y
- ~f A~~'~ •
SO/LS, TEST/NG & INSPECTION
WORK AUTHORIZATION ATTACHMENT "A°
DETAILED DESCRIPTION OF WORK (11-2-00)
Longview PUD
(53 Residential Lots, with 3,146 I.f. of Public and Private Road Improvements)
Construction Inspection and Material Testing
STI Northwest will perform Construction Inspection and Material Testing services as outlined
below and charge for said services on the basis of time and expense.
A. ROAD and SEWER CONSTRUCTION INSPECTION OF:
1. Earthwork and subgrade preparation. 2. Placement and compaction of all base material, and pavement.
3. Placement and compaction of sewer pipe, manholes, and backfill.
4. Verification of Side Services, and marker posts.
5. Curb and sidewalk installation.
6. Drywells, inlets, and general facilities.
7. Temporary drainage facilities.
8. Erosion control.
9. Coordination with Spokane County.
10. Preparation and submittal of street and drainage "Record Drawings", prepare and
submit sewer "Record Drawings".
11. Soil and material testing for compaction and backfill for items 1 thru 5.
B. Direct Expense
1. Mileage at $0.30 per mille.
2. Reproduction.
3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755
Inspection
page 2
2. DESCRIPTION OF WORK .
Inspection by STI Northwest personnel or other agency personnel shall not relieve the
contractor of his responsibility to construct the facilities covered by this agreement to the line
and grade shown on the approved plans or as staked by the engineer. This contract
agreement does not include construction management, scheduling activities, or preparation of
irrigation "Record Drawings" as required by Spokane County for final acceptance of the street
and drainage plans.
1. The scope of these construction engineering services includes:
A) Periodic observation and reporting of specific construction activities on this
project which include; Sewer, Subgrade, Bases, Pavement, Concrete Curb and
Gutter, Sidewalks, Storm Drainage, and Material Testing;
B) Maintenance of all construction records related to construction activities outlined
in paragraph "A" above, which may include; daily inspection reports,
manufacturers' certifications, material test reports, and correspondence;
C) Assurance that the construction of the roads is according to the approved plans
accepted by the Spokane County Engineer, Spokane County General Provisions,
the Standard Specifications, and applicable portions of the WSDOT Construction
Manual;
D) Development of Post Construction Record Drawings for Sewer, Street and Storm
Drainage Facilities; it is understood the facilities inspected by firms other than
STI Northwest will be certified by those firms in a form acceptable to Spokane
County;
5. Coordination of the testing of construction materials for compliance to the plans
accepted by the Spokane County Engineer, Spokane County General Provisions, the Standard Specifications, and applicable portions of the WSDOT Construction
Manual.
2. Prior to acceptance of the roads and drainage facilities by Spokane County, the
Engineer shall submit all construction records and the Record Drawing to the Spokane
County Engineer.
3. The effort to complete inspection and certifications in accordance with Spokane County
requirements varies widely and is closely related to how well your contractor plans his
activities, communicates with our inspection staff, and the quality of his work. A pre-
construction meeting with the contractor, project sponsor, and STI staff is strongly
recommended prior to commencement of any construction activity. This meeting will be
held to determine the schedule, client contact, owners representative, and payment
responsibility for re-inspection charges for incomplete or inadequate work.
Inspection
page 3
STI Northwest will provide as much soil and materials testing in house as possible, but will not
hesitate to use outside consultants where their specialty is required. We feel we can provide
better service in quality control, and streamline the inspection process as required by Spokane
County.
STI's inspection and material testing services are billed on a time and expense basis. A
monthly invoice will be prepared and sent to you for the inspection and materials testing. The
amount of testing is impossible to anticipate, and will require your contractor and construction
manager to coordinate with our inspection department. As you know, there are some soil and
material testing guidelines required by Spokane County, but the requirements are only the
minimum and additional testing may be required.
TFH Inc. agrees to provide certifications to STI for inspection work provided by others, or
arrange for appropriate certifications from other firms. TFH Inc. shall also include provisions in
their construction contracts to back charge their contractor for the cost of STI services which
may be required for re-inspection or re-testing of facilities which failed to meet the required
standards. Billings for said re-inspections will be carefully identified on STI's billing to TFH
Inc.. TFH Inc. will be responsible to back charge their contractor.
It is also understood that no work shall commence within any portion of the proposed Spokane
County Right of Way without first obtaining a written permit and approved plans from the
County Engineer. It is also understood that any project facilities constructed without adequate
inspection and documentation by STI Northwest will be removed and reconstructed in
accordance with approved project plans and Spokane County Specifications, or STI will not be
responsible for project certification or submission of record drawings to the County Engineer.
The services described herein will be performed as needed and billed on the basis of time and
expense as outlined in the maximum hourly billing rates by job classification included in the
Work Authorization. We estimate the cost of inspection, material testing, Record Drawings,
and Certification services as outlined above to be approximately $15,935.00.
i ~ • •
WORK AUTHORIZATION
ATTACHMENT "C"
NOTICE TO OWNER OF RIGHT TO CLAIM A LIEN
IMPORTANT: READ BOTH PAGES OF THIS NOTICE CAREFULLY
TO: TF&fl Corporation 'T'O: ?tihe Hume
Owner Agent/Contractor
FROM: STI NORTHWEST
DATE: November 02. 2000
PROJECT: Longviev Inspection PROJECT
THIS IS NOT A LIEN: This notice is sent to you to tell you who is providing professional
services, materials, or equipment for the improvement of your property and to advise you of
the rights of these persons and your responsibilities. Also take note that laborers on your
project may claim a lien without sending you a notice.
OWNER/OCCUPIER OF EXISTING RESIDENTIAL PROPERTY: Under Washington law,
those who furnish labor, professional services, materials or equipment for the repair,
remodel, or alteration of your owner-occupied principal residence and who are not paid,
have a right to enforce their claim for payment against your property. This claim is known
. as a construction lien.
The law limits the amount that a lien claimant can claim against your property. Claims may
only be made against that portion of the contract price you have not yet paid to your prime
contractor as of the time this notice was given to you or three days after this notice was
mailed to you. Review the second page of this notice for more information and ways to
avoid lien claims.
COMMERCIAL AND/OR NEW RESIDENTIAL PROPERTY: We have or will be providing
professional services, materials, or equipment for the improvement of your commercial or
new residential project. In the event you or your contractor fail to pay us, we may file a lien
against your. property. A lien may be claimed for all professional services, materials or
equipment fumished after a date that is sixty days before this notice was given to you or
mailed to you, unless the improvement to your property is the construction of a new single-
family residence, then ten days before this notice was given to you or mailed to you. ,
IMPORTANT INFORMATION ON NEXT PAGE STI ATTACHMENT C '
PAGE 1 OF 2
SENDER: STI NORTHWEST
ADDRESS: 3628 East Ferry
SPOKANE, WA 99202
TELEPHONE: (509) 534-9711
Brief description of professional services, materials, or equipment provided or to be
provided: Professional engineering and related services.
IMPORTANT INFORMATION FOR YOUR PROTECTION: This notice is sent to inform
you that we have or will provide professional services, materials or equipment for the
improvement of your property. We expect to be paid by the person who ordered our
services, but if we are not paid, we have the right to enforce our claim by filing a
construction lien against your property.
LEARN more about the lien laws and the meaning of this notice by discussing them with
your contractor, suppliers, Department of Labor and Industries, the firm sending you this
notice, your lender, or your attomey.
COMMON METHODS TO AVOID CONSTRUCTION LIENS: There are several methods
available to protect your property from construction liens. The following are two of the more
commonly used methods.
DUAL PAYCHECK (Joint Checks): When paying your contractor for services or
materials, you may make checks payable to the contractor and the firms furnishing you this
notice.
LIEN RELEASES: You may require your contractor to provide lien releases signed by all
the suppliers and subcontractors from whom you have received this notice. If they cannot
obtain lien releases because you have not paid them, you may use the dual payee check
method to protect yourself. YOU SHOULD TAKE APPROPRIATE STEPS TO PROTECT YOUR PROPERTY FROM
LIENS.
, YOUR PRIME CONTRACTOR AND YOUR CONSTRUCTION LENDER ARE REQUIRED
BY LAW TO GIVE YOU WRITTEN INFORMATION ABOUT LIEN CLAIMS. IF YOU
HAVE NOT RECEIVED IT, ASK THEM FOR IT. STI ATTACHMEN7 C
PAGE20F2
C.L.G. AS5i7ClATES
PRL?JECTlNF[]RMATIDN TYPICAL SECTIAN DdTA
Pralect. LDNGVfEW Raadway halfwidth(paved) 15
Road Name LOtYG ROAQ
Job No : $000470 Lsft or Rrght LEFY
File fVame. 1N![?ENiNG Edge Typa CL
Cafculated By. NWO Sheet 1 flf 1 Stairvn Prrtarvar VAR[ES
CRpSS- C7lST. FROM MlNIMUM M,43(fMi1M CRD55-
D1ST. 5LOPE SA WCIJT TO EDGE OF EDGE C}F SELECTED SLOPF EDGE OF
C/L C/L T{) C/L TO 5AWC1JT EDGE i]F PAVElVIENr PA1l,EME'NT ECJGE DF SAWCUT T(7 PEIVEMENT TOP OF
L:lL GRADE SAWCUT SAWC'UT SAWCCIT iGRA[3E PAIIEME1►f7' ELFV. ELE4! PAVEMENT Fd3GE GRRDF CURB
STA. EL1FV. _ (FEE7) EtEY. _ ~'f6] rIO) (FEET) (4.5%) (-2.W/o) ,ELEV. (3u) ELEY. ~ STA.
- - - ,
854.68 54 04 040 10 00 5400 -040 0.00 5,00 53.78 53.90 53.90 -2.00 000 54.28 854.68 I
900.0[] 52.97 -2 3B 10.[}0 52 90 -070 -2 43 5.00 52.68 52.80 52.80 -104 -2.43 53,18 900.00 ~
953.79 51.88 -2.03 1[}.00 5171 -1.70 -221 5.00 51.49 51.61 57.61 -2.Oo -2.21 51.89 953.79
1040.410 51.37 -1.10 14.00 51 20 -1.70 -1 10 5.00 50.98 51.10 51.78 -0.40 -0.93 1000 00
RECE1VED
N OV 0 3 2000
sPOUNE coUNrY ENG:NEER
J Mt]CiJMENTi500047O1widernn9 qpw 7 1 dl[721{]d
Awak $PC]KAhiE VAI.LEY FiRE DEPARTMENT
• ~I'~ S,pokane Cvurrty Fire Distrrct T
10314 ERSF SPRAGUE AVE • SPOKAN€, WR992L6-3676 .{509) 428-1700 • FAX (509) 842-4125
R. Pat liumphries
ChiOf
a~
November 1, aooo
~,yG
' Bi11 Hemmings
Department of Bublding and Plannirag
1 026 W. Braadway
Spvkane, WA 99260
RE: Longview P.Ll D.
Dear Mr. Hemmings:
7he Spokane Ilalley Fire Department's requirements for an emergency turnarvund far
this P.U.D. have been met.
PM
CC Lis[ 3nrtials SInC@reC ,
~ Kevirr Miller
+ Fire Inspectar
Cc- Nelsvn Ogren
CLG Assaciates
707 W. 7`h Suife 200
5pokane, WA 99204
KMldc RECEIVEQ
q 1[]epartment DafalPreventivrr UnsharedlPlatslShortiesll-temmings 47DG p~ OV 0 3 2000
I'1
SPOKANE Gpt1NTY ENGINEER
,
PAVEMENT DESIGN REPC3RT
fvr
LON GVIEW PU D
NovEnngER, 2000
CLC No. 5000470
Prepared for :
Mike Hurrre
8205 N. Divisian Street
Spakane, WA 992{]8
Prepared by:
G. L. C. Rssociates, 1nc.
707 W. 7th Avenue
Surte 200
OFFIc~ PUBuC DOct~MENT Spokane, WA 99244
sPOKME COuM ENr~~ OMM (509)458-6840
~
PR~E~~' &AIQI~.'- - P RECEIVED
SU6MrrTAL #0 v NOV 0 3 2000
RETURH TO CaUMY'ENG1NEM
SPC1KANE GOUNTY EN4ilNEER
P"EMENT DESIGN REPORT
far
Lorrgvievv PU D
Spvkane Caunty, Washington
Navember, 7000
~r~;::
~ ~
~'I'li~adesign improvements shown~iii~[h~s~set a~'plans and calc_u'Iati~ns:conFaritko;fhe:
~aieaPle editians:4f-the Spuikane~un`it+y Sta~dards fcrr.~~L~uad-and~5~, i~oai~,r~uct"ivi~~anxd
-
t~lie ~pokane~Goun,~t~yrCuidelines'ter~-~;Stvrmwater ~nagemeiit: All~des~gikde~~i~~i[~n~~~i8a~,e~~~ ~
Mpprravea46y1,the Sp'o kanetount,y ~sngin~er. I appr,vi~e-tliesc-plaarsiapd_calcula~~ns~f~ir~~-. ;
cunstri~~0011.
= ,
-~~._.,e
This repart has been prepared by Nelsan W. 8gren af CLC Associates, Inc. under tMe
direc#ion of the u,ndersigned professiona6 engineer whose seal and signature appear
hereran.
% ;~1K
4'
' ti •r _ rf's r
r~ 0036?12 ~
CISTGr
sio
t~fiAL
IEkPIFE$
John F. Saywers, P.E.
Langview PUD
Pavemenf l7esrgn Narrative
PRoJEcr oFSCRIPrIvN
The Langview PIJD consists of 53 singlefamily residential Iots on 11. 12 acres. The praposed
develvpment is Iocated west of Long Rcrad, east of Tschirley Road, between 2 "d and 4t"
Ruenues within Spokane County, Washington. The site is presently vacant. A vicinity map has
been included within the technical appendix of this document. Specifcally+, ths project is
Ivcated in the northwest 1!4 of Section 19, Township 25 North, Range 45 East, W.M. within
5pokane County, Washingtvn.
Langview PUa consists of approximately 2900 linear feet of new street, curb a n d sidewalk,
including widening frontage on both Tschirley arttf Long Raads.Vicinity arad saiF maps have
been included within the technicaf appendix of this document.
SdJJNM►4RY DF DESIGN
The pur-pose of this report is to summarized the results of the structural pavement design for
Longview PUD. STI Narthvvestgeotechnical staff haVe performed +onsite sQii inuestigations at
numerous locatians araund the praject specifically farthe purpose of drainage and paaement
design. Test Pit holes 1th rough 8 are in clase proximity to the p e❑pased roadways. We have
determined that fihese test haFes accurately represent fhe subgrade soifs.
SO►LS
As ca n be seen from the accompanying soils map frarn the Spakane Covnty Snils Su rvey as
performed by the SCS, the site corasists of orre svil type within the Class B d€signatian.
GgA - Garrrsan gravelly Ioam, a to 5 percent sIvpes: This complex of soil is a somewhat
excessiuely drained soil farmed from avariety of igneaus rock. Surface runaff is slow, and the
haza rd of erosian is sfight. Spakans County Guidefines forSto rmwater Managemerr# indicate
this to be aSail Graup Type B and pr€-approVed for drywelf installation.
The test {ait hvles were exca►rated to a minimum of five feet below existing grades and were
logged in ge neral accvrdance with U SG methods. The attached site map shows the test hole
lacations. The road sectio ns were deternnined from the 5pvkane Cvuntyplterrrate Pavement
Destgn, Table 3.116 of the 1999 SpQka ne County Standardsfvr Road and SewerCanstruction,
based ❑n soil cfassification artd road classification. The resulting paaement design is:
2" Glass "A" ACP on 8" CSBC (lacal access), based on sails types of GP-GM for
Tschiriey Road and Long Road. 4'h La ne is des9gned at the ti me of design as a prevate
C.L. C. Associates, Inc. ID I Pavement Design Report
road, butwill become a local access public road in the future. Therefore, the pavement
section far 4th Lane is fvr #he fu#ure Iocai access designation.
2" Class "A" ACP on 6" CSB C (private road), based an soils types of GP-GM far 2"d
Lane, 31 Lane, CQrbin Lane and ManitQld Lane.
C. L. C. Associa tas, .Inc. ❑2 Pavemen t Design Repart
APPENDIX
MAPS
VICINITY MAP
SCS SOIL MAP
TEST PET LOCATIDN MAP
SOIL TEST PIT LOGS
SF'C]K►41~E COUNTY ALTERNATE PAVEMENT DESIGN
MAPS
VICIn~ITY MAP
SOI L,S M'AP
TEST PIT LOCATION MAP
C)~~~ ~
►1 p1 ~ ~P
a.
~ ~ SpOi , ~ P~ ~~5SS N
S ~ Ok
95
AN _ 16
~90 5P
~G~
L L~' ',~p,T04
~ 7-4
16 30 w
~5 ~ ~ ►
52r4D 33 34
~
31
6
J
3 ~
tt~ ~
z
M#Y _
~
~
~ ~h ~ _ -c,`'~~-,~~;',a. ~ - ,S ; -
y~ ~~Y:~.~~• i r _ ~ ~ir. Y ~ t ` ' .,~e ~
. [lcarns sheel 75) 12-
t yy , ' I•
; ~ y ~~~~.f~ L YF•^ ~rt~ :
~ r _ ~~}r ' ~ ~^v aa{•' q ~
0
41/ ,Y•('
q s., i~ r..._ ~
~~tT, .4 ~i ^ {i F4 d f° ~
3' '~,r~o-~"°" mx . °3 v; ' ,r}"al]'~~x>s-i~.,,rv ~rt~F~~, . ~ ~+a.4*x f ~`;~p•~ws~„ 'jb
) r~'~ i i' ~~r~~~(~ yr 5 2kt~1rf•'• @".~`,~S 7~HO~ . dk r ~ ~ M
~~~•..5 ~ i ~ ~ . v~~1 A y ,r{';L V'tn"'ir.. ~ ~~L+
~ ~ .i . ~ , r. ~~„~j,~ ~a. ; ~5 y ~ ~ i~ - • ~ . .i '
~ ~ ~Y Si`~" _ t 'F fr ~ M~ 'S.1 • ~ Y t ,
~ i ~4 r ~~~g~; ~ F ~ ` - :u`y /d. ~ . ~Irv „r
~1' ~"4~~ Z N ~ .blA~~~ ✓ N'' . ~~4 ''y ak
~ Yw - ~..~.~-..wp~• ~ v' r ~ -
~•y ,{;r~ ~v~, •f~ [ 'kI
q~ 1
~ L 4:~ k~ n g ~TQM ~
~ K. 44 ~ ~ _ '-~i e. t ~ s!
(Jorns sheet 77)
7 24 N I~ T 25 N 3
50,00 Fe2t
4
~ , _ _ ~i1e Sca1e 1 20000
TEST PIT
LOGS
Ll_3 SlEVE OPENlNG IN INCHES I U 5. S1EVE hIIJMBERS I HYDROME"fER ,
8 ~ a 15 1 314 1/23l8 3 d g 8 101416 20 30 40 50 6a 100 w 2{10
1011 1
~
~ 1 7 µr~~ i I~I I
TI
95 - - - ~ ~ - ~ ^ -
gp ~ ---I' I- ---.t~~.~ -----I I _-----~I
85 ----I I' I- - ! ~ -}-----I I~~--~-~--'-I
III ~
0
~5-----.I ---_~~-__I I__-__~---I I I------ 1
7a I - ~ ~ ~ - I I------ ~ --I I ~ ------II I-------- I
-
F75
64 -
~ CC _°....e.-f.l
m ~
~ ~ i ~ _____I ~ ~
~ 45 _ _ ~ - rI-------
z
w ~ ; , {I , ~ II
~ 40
a } ' I',~ I I I I ~
3~ L_
30
rt~l 1 I ~ i ly I ` I ~el I ~'I ~ !
r~L !
CJ
20 - -~--°--~i -'-_--T -
7G1 I
IA
~ ' I-
0__. I I' I I i I --1: i„11111.L~~ ~ - - - - ; - ~ - ; - y - - ~ _ _
10010 t 0.1 061 a.cai
GRAIN 51ZE IN MtLL1METERS
GOBBLES GRAVEL ~ SRND SILT OR CL,AY
marse ~ Fne looarse I medium ~ fine
Specimen IdentFfr-ation ~ Classifir-atian ~ LL ~ PL I PI ICc ~ Cu
■ TR-2 2.0 ~ GP-GM, Pavrly Gradesl Gravel vvith Silt and 5and 1 I 17.ZS 09fi.1
* TP4 2.0 ~ GP-GM, Poarly Graded Gravel witF[ 5lft and Sand 11.07 ~161.1
TP-6 2.0 ~ GR-C;AA, Poorly .faraded Gravel with Silt and Sand 1 0 I I 5.24 ~84.6
r
5pecirraen ldentrFcation ID100 I a60 I o30 I a10 J°loGra►nel I %Sand -/.silt I 4e~iay
~ TP-2 2.0 ~ 7$.2 ~ 26,19 ~ 5.465 70.7 ~ 118.1 ~ 10.6
~ m ~ rP-a 2.0 ~ 762 ~ 10.734 ~ 2.806 ~ 61.4 ~ 27.9 I 10.5
l TP-s 2.0 ~761 12.043 ~ 2.149 ~ 52.9 ~ 36.6 1 10.1
~ I ! I I I I ~ I
° ~ I I I I I ~ I
~
0 GRAIN SiZE D15TRI8UTfQN
~ Prvject: Longvievv, PLJQ
~ Lvcabon: East of Tschirley Road and 3rd Avenue
° JWTI NORTHINEST Number: c-2b-so00470
~ •
LOG OF TEST PIT 440
~~Tl NORTHWEST
PROJECT: C-20-S000470 TEST PIT: TP-'I
Geotechnical Investigation LOCATTON:
Longview, PUD 3rd Lane, STA 12+00 25' LT
East of Tschiriey Road and 3rd Avenue
Spokane County, Washington
DATE: 10/24/00 I SCALE: 1" = 4'
ASTM
Elev. Depth D2487 Description of Materials WL Tests or Notes
0.0 Symbol
1.0 ~ ML ~ L SILT, with roots, a trace of Gravel, dark brown to
black, moist. r
~ (Tonsoill /
FOORLY GRADED SAND with SILT and
GRAVEL fine to mediLun grained, brown, moist,
dense.
~ . (Alluvium)
o .
c SP .
SM
~
~
~ -
>
n
U
y
N
b 10.0 •
9 POORLY GRADED SAND wit6 GRAVEL, mixed
o with large cobbles and boulders, light brown, moist,
y : dense.
~ SP : (Alluvium)
~
>
a~
w 14.0 • POORLY GRADED GRAVEL with SAND,
~ ot medium to coarse grained, light brown, dense.
a, Q (Alluvium)
1
~ Gp ~o t
~a
'd ~0 1
~ ,O
~ 20.0 i ~
~
~
~
~
~
~
~
a
~
F
La
O
~
a
O
d
~
~
N
~
~
a
~
~
w
F ,
LOG OF TEST PIT 0
jFT,ff NQRTHM5T
pRgrECT: c-20-SWM70 TF-ST Prr: TP-2
Cyeotecbnical Ynvestigauon LQCATIQtv:
Lang►iew, FTFD 3rd Lane, STA 15+00 on ceaterline
East af Tschirley Road and 3rnd Ar+enue
Spokane Coanty, Washington
DA7"E: 1OT24(00 I SCALE: r" = 4'
AST`IN
Elev. I]epth D2487 T]escription of Materials WL Tests or Nates
0.0 Symbol
SILT, with roots, a trace of GraVel, dark brown to
1.0I ML black, maist.
GP ' 1 (Topsoii)
~
2.~ POORLY GRADEQ GR1►VEL with SILT aod
SANO, medium wcaarse grainad, with cobbles,
- ~p + light brown, moist, derse.
~ GP C) (t1iluvieam)
~ 5.0 j' POQRLY GRAUED GRAVEL with SANU,
meditun Ca ctaarse grained, with cnbbles, brown, moist. `
dense.
~ (Ailuvium)
a~
~
~
U
rA
W
"E3
~
~
~
a
~
~
~
~
~
.
4°
CA
~
aj
~
~
b
~
~
~
~
~
~
~
~
~C
~
v
~
~
~
a
~
E
Ca
d
~i
a.
~i
0
~
p
a
~
E
iV1
W
E ,
LOG OF TES'I' FIT ~
j*W NoRrriMsT
PRa.rEcr: c-20-SO00470 TEsT PIT: TP-3
Ge[ttechoical InYestigation I.OCAUC]N:
Longview, PUD Manifold, STA 18+00 20' RT
East of Tsehirley Road and 3rd AVenue
Spokaae County, Washington ~
T]ATE: 10t24,100 SC,4L.E. 1" = 4'
ASTM
Eleu. Depth D2487 Deseription vf Materials WL Tes#s or Notes
0.0 SYmboI
1 1.0IML STLT, with roots, a trace af Gva►+el, tiaric brown tD
C;P black, mQist. r
~ (Toosoia) POORLY GRADET1 CRAVEL witb S1I1T attd "
SAND, medium to coarse grained, light brown,
yn ~ maiA dense.
(A'11uvium)
POORLY GRADED GIRAVEL wsth sAND,
a mediTUn ta roarse grained, witlt cobbles, brown, moist,
~ GP a C~ dense.
~ ]o t (Allurium)
C]
CI a3G+ I
C)
~
~a [
~ 10.0
POORLY GRADED GRAVEL With SAND, fifie tD
~ o~t mediurn grained, broEVn, moist, dense.
• ~ 3 ~ (Alluvitian)
GP
~
c, _ a C1
)
15.0 [l~
~ POORLY GRADED SAND, medium to coarse
.y - grained., a b-ace vFGravel, brown, mvist.
~ (A11uVium)
~ SY , .
cn
b
~
~ 2tl.d
~
w
~
c✓~
~
~
E
47
.a
~
a
d
~
M1
~
~
a
~
~ ~ ~
LQG Q~ ~
j%°rf CdDRTgiWEST
PROrECT: c 20-S000470 rEST Prr: TP-4
Georechnical i~vesagation LOcA~ON:
Longview, P[JD 4dh Laae, STA ] 1+70 20' LT
East Qf Tschirley Road and 3rd Avenue .
Spokane County,'Washington ~
LlATE: 10/24100 I SCALE: 1" = 4'
ASTM Elev. Tep#h I)2487 DescriptionvfMaterials WL Tests or Notes
0.0 symbal ~
LQ ~ML StLT, with roots, a traw of Gravel, dark bmvvn to
~ hlack, moiSi_
o ~ [Totrsnil] ~
~ POORLY GRADED GRAVEL witt 5ILT and
[3P , SA1►PD, madiran ta coarse grained, with cobbles,
GM p [ight browwn, moist, dense.
(Allttdium)
° SA ~
..w
~
~
a
~s
c~
~
~
~
~
~
~
a
~
~
~
~
~
~
401
~
~
~
~
~
~
~a
~
~ra
~
~
t:
~
~
~
~
~
~
~
a
v
~
a
v
0
r,$
ilS
7
~
~
LQ~ ~ff I*
r.~l NOFZTHIRIEST
PROJEcT: c-20-sO00470 rEss Prr: TP-5 -
Geote.chnical Investiptinn LOCATI(?N:
Langvievv, PUD 4#h Lane, STA 1" on eenterlise
East of Tsehirley Road a8d 3rd Avenue
Spokane Gaunty, Washington L3A'1'E: 10124100 ~ SCALE: 1" = 4'
ASTM
Elev. I3epth D2487 Description of Materials Wl. Tests ar Notes
4.0 S7mbo1
STLT, with r~aLs, a trace of C'rrav~l, c~k bmum to
ML black, moist.
1. ~
2.~ GM SIIsTY GRAYEL with SANU, medium tu coatse ~
z graineti, wi#t~ Gobhles, light bmwn, mc~ist, ctense, r
Gp j ~ fA11urrium) 1
~ ~M POORLY GTtAZIED GRAVEL with SILT and
SANa, tnEClium ta coarse grained, wi~ eohbl~,
~ browr, maist. dense.
~ (Alluvium)
w
~
~
~
~
~
V
~
~
~
0
~
~
a
~
w
cn
r~
Stl
..i
~7+
~
~
CIJ
"'{7
~
~
~
tla
~
G7
Q.1
CJ]
4
~
F'
LJ
~
~
V1
G
~
b
N
~
~
W
~
~ ~ ,
LOG OF TEST PIT 0
JWTI NORTHWEST
PROJECT: C-20-.S000470 TEST PIT: TP-G
GeotechnicalInvestigation , LOCATTON:
Longview, PUD Corbin, STA 12+00 on centerline
East of Tschirley Road and 3rd Avenue
Spokaoe County, Washington
DATE: 10/24100 I SCALE: 1" = 4'
ASTM
Elev. Depth D2487 Description ofMaterials WL Tests or Notes
0.0 Symbol
1.0 ~ ML SII'T, with roots, a trace of Gravel, dark brown to
~ black, moist
2.0 I GM (Tonsoil) ~
POORLY GRADED GRAVEL with SILT and
~ SAND, medium to coarse grainad, brown, moist,
GP ~ dense.
^ GM ' (Alluvium)
0 5 0 j POORLY GRADED GRAVEL with SILT and
0 SAND, medium to coarse grained, with cobbles, light brown, moist. dense.
~ (Alluvium)
~
>
n
L
U
y
N
't7
^O
~
t7
O
..9
7
ie
>
N
w
cn
~
R
41
~
ar
b1..R
b
~
.n+
c'n
'a
~
O
G
~
~
d
~
~
0
~
0
FLa
O
~
a
c7
o .
~
~
O
O
a
~
w
F
y
~
LUG [3F TEST PIT 44$
jFTI NvRrHWEsr
PROrECr: e-20,~0 TEsr Prr: TP-7
C-veotechnical Iuvesfiptiun LC)CATI{7N:
Langview, PUD Tschiriey, S'!`A 12+00 20' RT
East uf Tschirley Road and 3rd A►venue
Sp[1kaIIC rAAnl3', W83h11igt0II
DA1'E: 10f141OO ISGALE: 1" = 4'
ASTM
Elev. Iepth D24$7 Descriptinn af Matterials WL Tests Qr Notes
0.0 srrnbol
STLT, with tooLs, atrace af Cravel, dark l~nvum to
~ .0 I black, mc~is#.
2.OI ~T~I (TaIDSoil) f
SII,'FY GRAVEL, medium ta coaise grained,
a bmwn, moist, dense. ~
GP ~ (A11ur+ium)
~ GM A pOORLY GRADED GRAYEL with SILT and
° 5.0 ~ SAMI, rnedium to caarse grained, with cobbles,
~ light bravsn, rnoist, dense. r
(AlIuVium)
1
~
~
~
~
~
~
~
~
~
~
~
~
~
.Y
~
~
~
~
~
~
~
~
~
a
~
~
~
~
~
~
~
~
v
~
a~
rA
~
~
E
C~
~
F
~i
A.
~
0
~
~
.a
~
~
~
u1
E
LOG OF TES'Y' PIT
NORTHINEST
PRaJECT: C-20SO00470 TEsT PFr: TP-8
GeQrechZlical TiiVEstlgatiffn LOCAMN:
LoIlgviews PLTQ Cort11n, STA 13+00 30'RT
East of Tschir1ey Road and 3rd Avenue
Spokane Caunty, Washiagton
DATE: 10/24100 I SCALE: 1" = 4'
AS1M
EIeV. Leptlh D2487 IesGriptian of Materiais WL TesU vr Notes
o.6 5ymbol
STLT, with roots, a trace of Gravel, ~k bmr~m to ~
1.OI MI' black, ~rnoist.
~.DI ~1Vt ' (ToiDsgil)
~
, SILTY CRAVEL, mediurn to cc3arse grair4 ~ bravvr~ tnoist, dense.
(Alluviwn)
POQRLY GRADED GRAVEL with SILT, medium
° Gp to coarse grained, with cabble;, bmwn, moist, dense.
GM , (A11uvium)
~ j
~
S.[3 j ~
r6: - PO[)itT.Y GRADED GRAVEL., fine to medium
~ ab grained, grading to Poorly Graded Sand belaw 18',
zs brorvn, moist, ciense.
V ~ {Alludiwrz}
O )Q
~ - °O
~ oS
~
>
a~
~2 CrF 7,n I
~ ,0
a aOl
~
100
V
¢af
~
20.0
~
~
~
~
.y
~a
~
E
R
~
~
m
w
~
0
r~
~
O
~
H
n.
~
mpF
~ I Residential Streets
Soii Type
b per Unified Soil Private Roads Local Access Streets
Classification System
(USC)
- GW ~ 2 inches/6 inches ~ 2 inches/6 inches
inch -I~ i he i che !7 ches e!6 in ~ es 2 inch - s/ • inches 1"
~ GC I 2 inchesR inches 3 inches/6 inches
SW { 2 inches/6 inches 2 inches/7 inches
SP ~ 2 inches/6 inches N 2 inches/8 inches
SM ~ 2 inches/7 inches ~ 3 inches/6 inches
SC ~ Pavement Design Needed
ML N 3 inches/6 inches 14 inches/6 inches
CL N Pavement Design Needed
OL ~ 4 inches/7 inches 15 inches/8 inches
~ MH, OH, Pt ~ Pavement Design Needed
Notes:
a) Values listed denote asphalt over crushed rock (minimum compacted thickness)
{e.g. "2 inches/6 inches" denotes 2 inches of asphalt pavement over 6 inches of
crushed rock}
b) Values were calculated using the flexible pavement design method by AASHTO,
1993; and assuming traffic loads for residential-type neighborhoods. A 20-yr-
design life was used.
c) A minimum of 2 inches/6 inches structura{ pavement section was used in the table.
d) When multiple soil classifications are encountered below the planned road
subgrade, if the higher-strength soil is at least 2 ft. in depth and is above the
lower-strength soil, then the structural pavement section applicable to the higher
strength soil can be used only for soil types GW through SM.
e) For soil types GW through SM, the upper two feet of roadway subgrade shall be
compacted to 95 percent of the maximum dry density, based on the AASHTO T-
~ 180 test procedure.
~ To use this table the Engineer shall acquire soil samples at the project site and
classify the soils encountered, in accordance with sampling requirements listed in
~ Technical Reference B.
~ STRUCTURAL ROAD SECTIONS
FOR RESIDENTIAL STREETS
PAVEMENT DESIGN ALTERNATE
TABLE 3.16
MF
\
Spokane County Standards Page 28
~ March 1999
NOV 0 3 2000 SPOKANE COUtAN ENGI%Erma
DRAINAGE TECHNICAL REPORT
for the
- LONGVIEW PUD
CLC No. S000470
November, 2000
, Prepared for:
Mike Hume
8205 N. Division Street Spokane, WA 99208
Prepared By:
C.L.C. Associates, Inc.
707 W. 7th Avenue
Suite 200
Spokane, WA 99204
(509) 458-6840
DRAINAGE REPORT
for the
Longview PUD
Spokane County, Washington
November, 2000
J
The design improvemen"ts_§fio.wn._in~t,Nis=sef:ot:plaris and=calculafions conform,fo-tlie;applic
able~!
- edi'tion's of the Spokane•Gounty:{S't ndar.~ds;;for Road_ a'nd. S'ewer Construction aridthe"'Spok~ane`'
•~C'"~c":'`= ' ..-,`~x a.. •r . . , - ,
'ounty Guidelines for Stor•m~~water~;Management.=.:=All;design;d'e~iations;have been~approved~bly the
`~Sp~~`ne.County Engineer.E'~-`aPpro~e'bhese plans~("alcul't~ions)~fdr~construction.*
'
This report has been prepared by Nelson W. Ogren of CLC Associates, Inc. under the
direction of the undersigned professional engineer whose seal and signature appear
hereon.
~,N K S,~ o
4~, o ~vAsy.' t
e
G
' D
036212 ti m
SS~ONAL
)EXPIRES 05'1 B. CIV j pFflCIAI PUBUC DOCUMENT
~ ~~SOM
John F. Sawyers, P.E. - OR@
PRQIECf ~ W
_
REfURN TO COUMY ENGINEER
Longview F'Ua
Drarnage JVarrative
GENERAL
, The Lvngview PUD cvnsists of 53 single family residentiai lots ran 11.12 acres. The propvsed
developrnent is Iocated adjacentto thewest af Long Rvad, eastaf Tschirley Rvad, between
2"dand 4"' AWenues within Spokane Cmunty, INashingtvn. The site is presently Vacant. A
~ vicinity map has been included within the technical appendix of this document.
rP+URPOSE
The purpose of this report is tg de#ermine the extent of stvrm d rainage faci[ities which will be
~reyuired ta dispvse of the increase in stormwater ru nvff created by the development of the
Langview PU D. The stvrm drainage facikities+on this praject have been designed to dispvse
af runaff fram a ten-year design stomn for onsi#e basins and fhe fifty-year storm event foraffsite
basins, as requir€d by the Spokane Caunty Guideiines for Starmwater Manacement. This
deVelopment is within the Aquifer 5ensitiVe Area of Spakane Cvunty, and is therefvre subject
ta'208°treatment requirements. Forfhis pr+aject, the 10- and 50-year intensity curves from the
; Spokane, Medical Lake, Reardon, Cheney and Rvckford areas were used, as weli as the
SCS isn-pluvial rainfall curves. Atthe direc#ivn of Spokane County, the SCS curues have been
further refined with the NQAA iso-pluviai cunres.
AIVALYSJS A11ETFlO[]QLQGY
Per th+e Spakane Caunty Guidelines forStormwater Nlanaaement, the Rational Method, which
Fs recommended for basins less than ten acres in size, was used to determine the peak
discharges and runflff uofumes forthe onsite basins, all vf wFrich are less #han ten acres. The
5CS Method and Haestad's TR55 was used to determine peak flows and volumes for the two
affsite basins, o ne of which is greater than 10 acres, and ane af which is under ten acres.
Thvugh the Spokane Cau nty Guidelines for Sformwater M'anaaement calls for use of the
RatiQnal Methvd fln basins underten acres in size, the 5CS Method was used an the vffiste
basFn smallerthan te n acres ta better madel the change in the vegetatiVe cowerfrom one area
~ tQ anather.
, PRQ,JfCT L3E5CRlPTlON
Longviev+r PWQ is lacated in the NW 114 af Section 19, Tvwnship 25 Narth, Range 45 East,
W.M. within Spakane Cvunty, Vlfashingtan.
~
]'nPf]GR►APNY
~
_ As can he seen frvrn the basin map encRased, the site is flat ta rnlling, with slopes ranging
,
; CLC'ASS(?CIATES .INC 7 Lf]NGYIEWPUIJ
i ;from flaf to 3 percerat. The exesting s9te naturalfy drains from sautheasf to northwest. The
' natural topographywas used as rrauch as possible to raute starrn drainage. No cQncentrated
, pre-existing flows were ohserved, norwere there any signs that anything otherthan sheet flaw
artd ground absvrption haVe occurred an this site.
, 5Old.,S
SCS C1assificafiQns
~ As can he seenfrvm the accQrnpanying sails mapfrom the Spokane Cvunty SQils 5urvey as
perfarrned hy the SCS, the site cvnsists of +ane svil type within the Ciass B designativn.
GgA - Garrison gravelly loam! 0 to 5 percent s7'opes: This cvmplex of sail is a somewhat
excessively drained soi1 fvrrned from a varietyaf igneou s rvck. Su rface ru nvff is slvw, a nd fhe
'hazard of erosion is slight. 5pokane Caurrty Guidelines forStarmwater Management indicate
this to be a Soil Group Type B and pre-appraved for drywell instaflation.
HydrQlogic SDil Classifica#ion - B
Aceording tvthe Spokane County Guidelines for5tormwaterManaaerraent, Garrison sails are
pre-approrred fdr drywell use.
DRAINAGE NARRATIVE
Uffsr"#e
Based upan the genera1 geagraphic tendencies surrounding this site, +offsite flQws are
encountered from the sauth on to the site.
On5Pte
AIl runvff within the drainage basin will be colfected in the streets and conveyed to drainage
pands, disbursing Volumes in excess ofthe required waterquafifytreatmentvvlumes thrvugh
standard Type aand B drywells. From high pvints in the prvposed rvad improvements,
; designed inlet lacativns and the assumed Iot grading, the proposed Longview PUD
developrnent was di►rided intv 7 basins. These basins have been cornhiraed where practical
, to u#ilize the same drainage facilities. Tahle No.1 lists the basin combinations for refecence.
The cvntributing runoff from #he impecvious street area is designed to flow to downstream
tlrainage structures, curb drops or grate inlets. By-pass flaws frarn drainage s#ructures vn
~-continuous grades are added to the neut dowrastream s#ructure, and firaa9ly ta astnucture within
a sump. The drainage basins and structures are shown an the basin map at the back of this
report.
i
' cLcAsSOCrATES. i,v~ 2 LONavrEwPuD
~
; DRAfNAGE C►4iGULATIa1VS 5UMMARY
- Bowstring calculativns have been included farfhe individuaf basins within the standard flvw
' areas tQ determine the extentaf storrn drainage facili#ies required forthe 10-yearstoma event.
Calculations forth~ 50-yearstorm everat are provided forthose basinswith cvrrtrihuting offsite
' flaws. Weighted "C" Runoff Coe#ficients were calcu lated far each basjn of less than 10 acres
as required by the Spokane County Guidelines for Stormwater Manaaement. A fable
providing the calculated surface quantities, including basFn size, tatal imperviaus area and
runoff coefficients is provided in the appendix,
' Prvvided pond starage voEumes shvwn in the bawstring and SC5 calculations were
determined using a 0.9 faot de pth fvE ponds with an vutlet structure, and 0.50 foat depth for
those ponds withaut an ouflet stnacture. A copy of the detaFl fvr bath types of ponds has been
' included in the appendix. The s#arage volumes af adjacent basins were comhined far efficient
use af drainage facifities. According tv the Spakane Cvunty Guidelines for 5tarmwater
Manaae ment, the flow r-apacities fvr Type A and Type B drywells in approved soils are 0.3
~ and 1.0 cfs respectrvely. The basin characteristics are summarized in Table 1, with the
remaining calculatians in the appendix.
' Table No. 1 - Basin Summary
MTa~a[ Total R+~~guiretl` Prvvided PrQUidecl
BD-i%sl.
1 511e[ 85 59s991 1,496 I 2t669 5r115
L 1V7,4GD 45'4LY3 1,073 1,276 1,721
3 291,250 82,799 1,620 1,733 2,398
4 ~ 15-37 7"71 9i ! '21-3 ~ 73~ ~ I& .
1 Prnvided pond valum$s based on 0.9'depth for pQnds wFth structures, 0.5' depth withaut structures.
lntet Calcurativns
Inlet cafcuiativns are pravided forall inlets within the basin. The calcufati❑n wQrksheets fvrthe
appropriate starm eventforinle#s vn continuous grade and in sump conditions are provided
- in the appendix.
i , cLCAssOCIArEs Iave 3 LoNGVrEwPUD
~
I
-I
Plp@ ~.'alCGlc'it1on5
` Pipe calculations are provi+ded in #he appendixforthe 12" PVC storm drainage pipe specified
- betrnreen catch basins, and from catch basins to autlet locations.
CONCL[1SlQN
As dernonstrated by the calculations and bady af this repvrt, the starm drainage facilities
provided in this design will adequately remove from the streets, store and dispase of the
- stormwaterfrom the site for fhe 1 0-year design storm for the onsite faasins and the 50-year
sfiarm event for the offsite basins, as required hy Spvkane County far the Langview PllD.
.
i
APPENDIX
~
MAPS
VICIIVITY MAP
' SDaLS MAP NQ. 76
~ DETAILS
- Typicaf Pand with Drainage 5tructure
E3RAINA,GE CALCULATI[3NS
Peak Flaw Calculations
' Bowstring Calculations 10 yr.
- ' SCS Calculations 50 yr.
- Irrlet Calculations
Pipe Calculations
Rip Rap Calculations
BASIPd MAP
i
VICINITY MAP
~
~ ~
~ ~U~L1~ 08 y
,VIAAL
~ p
p v+
AN
- 0 _S p
Y ~
0"~E
LO~~,Ti
rb
W ~
30 ~ 24 2q
~ ~ 16 ~cF
25 ~ 34 ~
I ~ 32N~ 33 ~
3 ~
3s ~
~
_
SOILS MAP
~ SCS SOIL SURVEY OF SF'OKANE COUNTY
- SHEET Tfi Scale
I"-1rVVV'
I I
I ~
Z
, ~3;~ay„a ~s~w~t+.~i ~y' r'`,rZ . ~ ~ iy~'~.'~~a~q~'+''~^ -A. • _ sk . f v a,.,
, c~~ ~ ~ ` k ~?C' ~ 5~• 4J ~ ~ • ~ t t; rri
~ A~~"si ~~,'~~,,p1a w ~ ' ` s:., - 9 - •+ti,.. L ~
"~t7'~ .i . - 'h.~~;r' ~.r ! .r r.n~~'~`'
~ .ry~.~J ' ~4 • I i~ ' t ' ~S~ 1 ~ ~ m
fT9
:z
~ ~`~yy"yw`d~ " ,le~,y g'/~-+~'f ~y r 'n ~ ~ 4r r~A - ^~Y,i^~ ;f'~' _d y~ } _ ~J.+f~~~• ~ N. ~~~,Y ~F -T ~ . ti, ~
~~s r~« s~ , " ~ , , ~i n• yr ~ ti3 ~F" .1~` P 1 ~ ~ . ` • ~ ~ v ~ ~ ~ ~
"~~'ij`•~.,~~;~sf7
~ , IT7
~y~1' ~k+° a'a' • r, I~~~~A~~ ~4. ~i~: ~ :r~ f ~ p ~
- X~ `~•'a' ~ 1 ,.as~~ ~ ° ~ I•381 r ~ `"r~, h~-~~'~' .Fs
~ i ~
~r ip ,p j~~i~~,•`Y~kM jy;~ .a~~ ~ ~ , ~l~ „r ~z."' ~ `i, , a
T`~ ~ ~ ,t, ~ y 3."` ~ hi;', ~~T, r r ~ ~ ' _ ~ ~
1 y' ~a T'~i', ; ~ • y, ~ ~r.
r ^d
~ µ " ' ' ~ s ~ ~ j~` -n. - . , ~.F- ' R ' . ~ _ ~ .
~ r~~ , ~'4 3~~~ ~~~Y' ~ { ~ , k~'~. - ~ bF~' ~~r ~ ' • ~ A F , 4 '
~o`` ~~~N~' j ~,c'~ .k~'~F _ kai. fS _ ~ a° ~ _
T r~f~~. 'Il~ ~ 1 ` ~ ~ ' ~ ~7 N/ !6 e~ , T..ry ~ 1 ~I +i ~
h~~ r~~n~ ~ ~h~ 1 ~ ~ 5 i~ 'R ~ ~f - F ~ . ~ .,i~ r •v+~ `~~c y r E + 4 r y ' ~
yv ; ~a~ , . ~d ,m~ ~ - ~ ~ ;;r ~ yy•:~r ~ ~aF: ~ -
t,~ ~ i .r ~y' ~ '1 ~ V ~ . ~ . K- ~ ~ ' r' f;s-8~~~ ; yy' ~ s ! "{Y
'fiv r?R '~Y 2''~' ~ ~ ~ ',+,~~~,',~..z3'~~,`a ~e , ;..v , • ,r ~ ~ . ~ i i
A F~p.. ° J rw"' Fiy j 1 . " ' ,~P ' p~ . ~ 4 ` ~ i rr i `~E
7` y:.th7J°' _y •5h s ~ s ~ ~ ~ ~ a y.i. ~~`~~!4F'~ .
fi ~f ~ _ .x~i y ~y 1 Y~ ..~T Y r. •:i~; w.
c ,;z . 5 . - .k a . ~`KF. • 1
YF yr . 4-~. :~a . 1 y~. ~e L• T. ~ ~ _w aY
• P~•.` 6` ~ ~,.T'~ Y~ ~tn ~k . . _ kY~,T~F.~ _
T. 24 ~ ~ ~ {Joins sheeF 77]
3
❑ ~Iz 3~n~lc 5Ca1e 1 20000 ~i 5QQ0 Fret
i
DETAILS
~ I
~
I '
~ I
i '
' ~RGv,vcv '[uts VOLUME = 200 C.F.
PROVIDED STORM VOLUME = 200 C.F.
' MIN. BERM ELEV. = 2035.66
NOTE:
ORGANIC CARBON TESTING IS REQUIRED FOR THE TOPSOIL
IF THE DRYWEIL GRATE IS GREATER THAN 0.5' ,460VE SOD
EASEMENT
OR R.O.W. .
I DRAINAGE EASEMENT AS SPECIFIED ON PLAN
TOP OF BERM ELEV.= GUTTER
TOP OF CURB ELEV. FLOWLINE @
+ 2Q FT. 1.5" SOD ON TOPSOIL, SOD CURB DROP
1NSTALLED CONCURRENT WITH OLLED
OCCUPANCY OF ADJACENT HOUSE CURB &
GUTTER
3 MAX.
1
. NORMAI. GUTTER LlNE : •
' GRATE ELEVATION = •4' 3: 1 (TYP) ' * •
RAINAGE 3: .5'-.67'
jbAl
_..a F., • CONCRETE APRON
STRU~TURE ~ MAx, . -_`4L5
~ 4" THICK P.C.C.
N OTE: `
PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN 1"-3" TOPSOIL ON
THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN GRADED POND BOTTOM ~
THE WASHED DRAIN ROCK AND THE DRYWELL BARREL.
GRADED POND BOTTOM
~ IF TWO OR, MORE CURB INLETS ARE USED, SET POND BOTTOM WITH 1.11'-1.28' BELOW
RESPECT TO THE LOWEST CURB INLET GUTTER FLOWLINE ELEVATION EDGE OF ASPHALT
SECTIONAL VIEW TYPICAL "208"' POND WITH DRAINAGE STRUCTURE T
NOT TO SCALE . ' NQ
' ' - - , - - i--: - ,
- - - - - - - - - - - F'r[ V YiD G
MIN. BEI
I V L.lTE.
ORGANIC CARBQN TESTING IS REQUIRER FQR THE TOP501L
iF GUTTER FLOWLINE 15 GREATER THAN 0.5' ABDVE St7D
EASEMENT
DR R.O. W.
I DRAINRGE EASEMENT A5 5PEC3FIED ON PLAN
TOP OF BERM ELEV,= GUTTER TOP OF CUR'B ELEV. F'L[]Wl.lNE @
+.2d FT. 1.5" 50D ON TOPSQVL, SOI3 CURB QRCJP
fNSTALLED CDNCURRENT WfTH OLLED
OCCUPAhfCY aF AdJACENT HC]U5E CURB &
Gll TTER
3 MAX. ~
NORMAt GUTTER LlNE
~ 3. 1 (TYP ) ,5' ,67' l~ tir•
F.•~ •
CC}NCRETE APRDN
, _ . . - 4'° TFiICK P.C.C.
~ IF TWO bR MORE C11R8 INLET5 'ARE USED, 5ET POND BOTTQM WITH
RESFECT Td THE LOWEST CkJR6 INLET GUTTER FLbWLINE ELEVATIC7N 1"-a" TOPSDIL aN
GRARLp PONp BC3TTOM
GRADED P4Ni7 '8QT7OM
5EG'n0NAL VIEW ,71'-.88' aELaw
GUTTER FLC7'WUNE
TYPICAL "208" PONC] UUITH OUT aRAINAGE STRUCTIJRE
N DT T[} SCALE
PEAK FLOW CALCULATIONS
LONGVIEW S0470
Surface Quantities 11/02/00
NWO
RATIONAL METHOD
~'4.`"~.., - - -'u_a•Y . r.i,,. : _ 'y',2:P ' ,"~i:t.p;.:~y+.:'°'?J'`~ -s'a:~i~:.-6~.~ . . Sc'~.~°`,''~`aY~i''~.V`~_ R6t . - Y.~' , j ;f. : _ _ ..,r'~-? . y7~ ~
ASPHALTIC SIDEIN
- . - . ~ - :z:,~, ~ ~ a • ~~.~a; _ ~•-'~:~~;;~f•~ :
,3,~asa-'
;BAS.IN~ ;y~ (t•S_F)r ;.DF21U.~E;: ~S1TjREE~T~ ~tM~' P~ER OUS C
2A ~ 15,719 ~ 0.361 ~ 3.0 ~ 2.0 ~ 2,783 ~ 3,583 ~ 584 ~ 7,677 ~ 0.49 ~
26 91,701 ~ 2.105 I 11A ~ 14A ~ 16,560 ~ 22,160 ( 2,756 ~ 37,786 ( 0.43 ~
2 107,420 ~ 2.466 ~ 14.0 I 16.0 I 19,343 ~ 25,743 I 3,340 ~ 45,463 I 0.44 ~
4 I 15,371 I 0.353 I 1.0 ~ 2.0 I 4,322 ~ 5,122 ~ 1,423 ~ 7,715 ~ 0.50
- C'
Roof 1170 s.f. Lawns, Sandy Soil - Flat 0.10
Drive 400 s.f. Rolling 0.15
Impervious 0.90
SCS METHOD
ASPHrALTIC~ SIDEWALK I_ T~AL _
tr^`As
kka ~ f Y.\£ l~~l
AS.IN . ~ (~SF) ~ I (~AC) ~+R~OQF DRI~ S1TLR`EE ~AREA~'AR ~EA I IMPE-RVIOUS CN`
- 1A ~ 217,098 ~ 4.984 ~ 5.0 ~ 5.0 ~ - ~ 2,000 ( 7,850 ~ 61 ~
_ 16 ~ 13,179 ~ 0.303 I - ~ - ~ 10,865 ( 10,865 ~ 2,314 13,179 ~ 98
1C ( 239,049 ~ 5.488 ~ 8.5 ~ 8.0 ~ - ~ 3,200 ~ - 13,145 ~ 61
1D ~ 21,967 ~ 0.504 I 2.5 ~ 6.0 ~ - ~ 2,400 ( - ~ 5,325 ~ 61
1 E ~ 20,492 ~ 0.470 I - ~ - ~ 17,431 ~ 17,431 I 3,061 ~ 20,492 ~ 98
1 ~ 511,785 I 11.749 ~ 16.0 I 19.0 ~ 28,296 ~ 35,896 ~ 5,375 ~ 59,991 I
I I 1 I I I I 1 I
3A 220,900 ~ 5.071 ~ 11.0 ~ 11.0 ~ - ~ 4,400 ~ - I 17,270 ~ 61
36 18,301 ~ 0.420 ~ - ~ - ~ 13,611 ~ 13,611 1 4,690 ~ 18,301 ~ 98
3C ~ 15,219 ~ 0.349 I 2.0 ~ 3.0 ~ - ~ 1,200 ~ - ~ 3,540 ( 61
3D I 15,697 ~ 0.360 ~ 1.5 ~ 2.0 ~ - ~ 800 ( - ~ 2,555 ~ 61
3E ~ 21,133 ~ 0.485 I - ~ - I 18,879 ~ 18,879 I 2,254 ~ 21,133 ~ 98
3 ~ 291,250 ~ 6.686 ~ 14.5 I 16.0 ~ 32,490 I 38,890 ~ 6,944 I 62,799 I ~
TYPE B SOILS CN'
Roof 1170 s.f. Pasture - Good 61
Drive 400 s.f. Lawns - Good 61
Impervious 98
i '
LDNGVEEW 50470
- , Tc Characteristics 11102100
NV11D
RATIONpL METHQD
.s.,.._
~g 1 ~ . q;~.-r-T <-~;•:~,~rcr•~~~•--- ~ "I~.~~1/ERL~.i4ND ~CURB
,
~
AS1N~,-~~ I TYPE
;2A 70 I 00100 ~ 85 ~ 00080 R ZB ~ 2(30 I 00100 ~ 21 r I 00080 R
2 I zon I 0.0100 I 215 I aoosa R
- I 4 I 50 ~ 0.0100 ~ 100 ~ 0.0050 B
~ sCs MErHO❑
SHEE-~T~~~~~~~~& ~ SF;EffA1ILQl.1N GHA~NNE~~~ Gil1RB
TYPE
1a I 250 I 0.0260 ~ ¢35 I 0.0260 I 215 I0.0080 R
- 1 e ~ 36 0.0200 ~ - ~ - 215 0.0080 R
~ 1 c 250 0.0250 f 420 I0.0250 320 I00080 R
1 D 50 ~ 0.0100 l so ~ 00200 I420 00080 R
1 E I 30 ~ 0.0200 I 50 I 00200 I aza 00080 R
3A 250 ~ 0.0150 I 105 f 0.0150 ~ 445 ~ 0.0110 B
- 36 ~ 15 ~ 00200 ~ - I - ~ 550 I Q.01Od B
' 3C I 50 f 0.4100 ~ B0 0.0230 f 17[} ~ 0A160 B&R
3D ~ 50 I 00100 I - ~ - ~ 234 ~ 0.0160 B&R
3E I 13 I 0.0200 I - 1 - I 630 I 0.0135 B&R
~
I ,
I
PEAK FLflW CALGULATIQN PRQJECT: LC3NGVEEW
10-Year Design Storm
~
BASfN: 2A
' Tot. Area 15,719 5F 0.36 Acres
Imp. Area 7677 5F
C = 0.49 Lawns 0.1 0
Pavemertt 0.90
- CAS E 1
- 70 ft. Qverland Flow
Ct = 4.15
L = 70 ft.
n = 0.40
' S = 0.01D{l
Tc = 4.41 rnin., by Equation 3-2 of Guidelines
85 ft. Gutter flow
~ Zl = 50.0 Far Z2
Z2 = 3.5 Type B = 1.0
n= 0.01 6 Rolled = 3.5
5 = Q.0{}80
~ d = 0.1244 ft.
' A R Q Tc Tc total I Qc
0,41 0.06 0.54 1.09 5.50 3.05 0.54
Qpeak for Case 1= 0.54 cfs
CA5 E 2
Case 2 assumes a Trme vf Goncentratian iess than 5 mPnutes sa that the
peak flaw =.90(3.18)(Imp. Area) = 0.50 cfs
- Sa, the Peak flow fvr the Basin is the greater of the two flows,
0.54 cfs
PEAK FLOW CALCULATION PROJECT: LONGVIEW
10-Year Design Storm
BASIN: 2B
Tot. Area 91,701 SF 2.11 Acres
Imp. Area 37786 SF
C = 0.43 Lawns 0.10
Pavement 0.90
CASE 1
200 ft. Overland Flow
Ct = 0.15
L = 200 ft.
n = 0.40
S = 0.0100
Tc = 8.28 min., by Equation 3-2 of Guidelines
215 ft. Gutter flow
Z1 = 50.0 For Z2
Z2 = 3.5 Type B= 1.0
n = 0.016 Rolled = 3.5
S = 0.0080
d = 0.2030 ft.
' A R Q Tc Tc total I Qc
1.10 0.10 1.99 1.98 10.26 2.20 1.99
Qpeak for Case 1= 1.99 cfs
CAS E 2
Case 2 assumes a Time of Concentration less than 5 minutes so that the
- peak flow =.90(3.18)(Imp. Area) = 2.48 cfs
So, the Peak flow for the Basin is the greater of the finro flows,
2.48 cfs
~ , ~ - i i , - - - i , i - i - , -
PEAK FL4]W CALCULATfBN PRC]JECT LONGV{EW BOWSTRING METHC]Q PROJECT, LONGVIEIN
10-Year l]esign 5tvrm DETENTEVN gASiti oESiGN gASiN: 2
DE5IGNER NWC]
8A51N 2 ~ DATE. 3-A1ov-00
Tvt Area 107,420 5 F 2.47 Acses
Imp. Area 45463 5F , Time Incrsment (min) 5
C= 0,44 Lawns 0 10 f 7ime vf Conc (min) 1417
Pavement 0 90 ' Outflow (cfs) 1
GASE 4 Design Year FIow 10
Area (acres) 2.47
200 ft. Overland Flow , Impervious Area (sq ft) 45463
'G' Factor 0 44
Gt = 015 - Area * C 1.082
L= 200 fE. ~ Asphaltic Area 25,743
n= 04[]
S= 00100 Time Time lnc Intens Q Devel Val In Val.Clut 5tvrage
[min] (sec) (inlhr) [cf s] (cu tt) {eu ft) (cu ft)
Tc = 8 28 rnin., by Equation 3-2 af Guidel3nes 14 17 610 221 239 1955 610 1345
215 ff. Gutter flpw • 5 300 3.18 3.44 1383 300 1 083
10 600 224 2 42 1948 600 1348 Z1 = SO p Far 22 15 900 1.77 1 91 2120 900 1220
Z2 = 35 Typa B~1.0 20 12[]0 145 1 57 2207 1200 1007
n= 0016 Rolked = 3 5 25 1500 1,21 1 31 2235 1500 735
5= 0.0080 30 1809 1 04 1 12 2258 1800 458
ss 2100 0.91 0.98 2271 2100 171
d= D 2173 ft 40 240[} 082 0.89 2313 2400 -87
45 2700 0.74 0.80 2327 2700 -373
50 3000 0 68 074 2359 3000 -643
A R Q Tc Tc total I Qc 55 3300 0.64 089 2428 3304 -872
~ 1 26 0 11 2 39 189 1017 221 2.39 60 3600 061 0 56 2512 3600 -1088
65 3900 0.60 0.55 2665 3900 -1235
Qpeak for Case 1 = 2 39 cfs 70 4200 4 58 0 63 2165 4200 -1435
75 4500 0 56 0.61 2851 4500 -1549
80 4800 053 0.57 287[} 4800 •1930
CASE 2 85 5100 0 52 0.56 2985 5100 -21 i 5
90 5400 050 054 3032 5440 -2358
Case 2 assumes a Time of Concentration less than 5 mirautes so that the 95 5700 0.49 0.53 3131 5740 -2589
peak flow = 90{3.18}(fmp Area) = 2.99 cfs 100 8000 048 052 3223 6040 -2777
~ p208" ThEATMENT REQUIREMENTS
5v, Ehe Peak flaw fqr the 6asin is the greater vF the twv flauvs, Minimurn "208" Volume Required 1,073 cu f#
2.99 cfs Provided Treatment Va[Gme 1,378 cu ft
C7RYWELL RECIUIREMENTS - 50 YEAR DE51GN STC]RM
Maxirrium Storage Required by eflwstring 1348 cu ft
F'rovided Storage Volume 1721 cu ft
Number and Type af Dryvaells RequEred D Single
1 Double
- - I - - i ~ I - - - - - i - - ~ - ~ , -
PEAK FLOW CALCIJLATION PRQJECT• LDIdGVIEW BaWSTRING METHDD PR[7JECT• LC7NGVlEW
10-YeaI' DeSlgfl StUrrT1 [3ETENTION BAS!!V DESIGN BA51N; 4
aE51GNER NWf]
BASIry 4 DATE' 3-Nov-00
Tot Area 15,371 5F 0.35 Acres
Pmp. Area 5122 SF Time Incremsnt (rnin) 5
C= 0.37 Lawns 0.10 'f ima of Cvnc. (min) 5 23
PaVement 0 917 Outftow (Cfs) ❑ 3
CRSE 1 Qesign Ysar Flow 10
Area (acres) 0.35
54 ft []uerland Fipw Impervious Area (sq ft) 5122
'C' Facfor 0,37
Ct = 0.15 Area ` C 0 129
L= 5o f#. Asphaltic Area 5,122
n= 040
S= 0.0100 Time Time Inc. Intens Q Devel Vo9 In Val Gut Storage
(min) {sec) (inlhr) {cfs) (cu ft) {cu fl) [cta ft)
Tc = 3 60 mm., bp Equation 3-2 of Guidelmes 523 314 312 040 969 94 75
100 ft, Gutter fEaw 5 3(]0 3.18 0.41 165 50 75
10 600 2 24 029 205 180 25
Z1 = 500 For Z2 15 900 1.77 023 230 270 -40
Z2 = 1 0 Type B= 1 D 20 1200 1 45 019 245 360 -115
n= 0,016 Rolled = 3.5 25 1500 121 016 251 450 -199
S= 00050 30 1800 1 04 0.13 257 540 -283
35 21(]0 0,91 012 260 630 -370
d- 0 1240 ft. 4(] 2400 0 82 t] 11 286 720 454
45 2700 0.74 0.10 269 810 -541
50 3000 0 68 009 273 900 -627
A R 0 Tc Tc total I C]C 55 3300 4 54 008 282 990 •706
0.39 0.05 4.40 1.62 5 23 3.12 0.40 60 3600 061 008 292 1080 -788
65 3904 0.6D 6.08 311 1170 -859
Opeak for Case 1= 0.40 cfs 7[] 4200 0.58 0.08 323 1280 -937
75 454[} 056 0.07 334 1350 -1015
80 4800 053 ❑ 07 336 1440 -11 [}4
CASE 2 85 5100 052 007 350 1530 -1180
sa 5400 050 006 356 1620 -1264
Case 2 assumes a Time 06 Concentration Isss than 5 minutes s[r that the 95 5700 049 0 06 368 1710 -1342
peak tlow =.90(3.18)(Imp. Area) _ 0.34 cfs 100 5000 0 48 006 $79 1800 -1421
"208" TREATMEfVT RE[aUiREMENTS
So, the Peak flow tor the Basin is the greatsr o€ the fwo flows, Minimum "208" Vvfume Required 213 cu ft
D.40 cfs Prc,uidec2l"reatment Vofume 238 cu fit
DRYWELL REQUIREMENTS - 50 YEAR DE51GN 57ORM
AAaximum 5t❑rage Reqwred by Bawstring 75 Cu ft
Provided 5tarage Valums 350 eu ft
N umber and Type vfi D rywells Required 1 Single
0 D❑uble
, i
3E OE ]E 9E Kt
C Ce 7 E ~
p13 1N 1
£QNOd
A&
~
[ll 40
'
sz~a I ;
v _i
' i
3[ B[ 71 laI vl
Zl~1N[ 131N
I
IpHDd
Alk
ill: tLtt~q
s ino
v
Job File: J:`DQCLTME13T1SO004741PQNDPACK\POS'I'DEVELQPED.FPW
Raa.n TJir= C_1,HAESTALJ\PPKW\RATNFALL,`
i _
'
JOB TTTLE
LOIVGVIEW PITD
50-7Car 5tozm Euent Analysis far Hasins with Dffsite Flow
~
h
~
i
i
I
i
CLC Assvciates, Inc. LQNGVIEW, P.U.D.
' PondPack Ver: 7.0 (325) Cor[tpute 'I'zme- 12:45:21 Date: 11--03--260U
Table of Contents i
Table of Contents
~
i ~ NETWORK SUMMARIES
~ Watershed....... Dev.50 Executive Summary (Nodes) 1.01
' DESIGN STORMS SUMMARY
S19T25R45....... Design Storms 2.01
- RAINFALL DATA
, TypeII 24hr.... Dev.50 Synthetic Cumulative Depth 3.01
TC CALCULATIONS
lA Tc Calcs 4.01
1B Tc Calcs 4.02
1C Tc Calcs 4.03
, 1D Tc Calcs 4.04
lE Tc Calcs 4.05
3A Tc Calcs 4.06
3B Tc Calcs 4.07
~ 3C Tc Calcs 4.08
3D Tc Calcs 4.09
3E Tc Calcs 4.10
Tc Equations 4.11
RUNOFF HYDROGRAPHS
SCS Unit Hyd. Equations 5.01
lA Dev.50 SCS Unit Hyd. Summary 5.03
1B Dev.50 SCS Unit Hyd. Summary 5.04
1C Dev.50 SCS Unit Hyd. Summary 5.05
1D Dev.50 SCS Unit Hyd. Summary 5.06
lE Dev.50 SCS Unit Hyd. Summary 5.07
3A Dev.50 SCS Unit Hyd. Summary 5.08
3B Dev.50 SCS Unit Hyd. Summary 5.09
3C Dev.50 SCS Unit Hyd. Summary 5.10
3D Dev.50 SCS Unit Hyd. Summary 5.11
3E Dev.50 SCS Unit Hyd. Summary 5.12
POND VOLUMES
POND1........... Vol: Elev-Area 6.01
POND3........... Vol: Elev-Area 6.01
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
_ Table of Contents ii
Table of Contents
OUTLET STRUCTURES
DRYWELLI........ Outlet Input Data 7.01
DRYWELL3........ Outlet Input Data 7.02
- POND ROUTING
POND1........... Pond E-V-Q Table 8.01
POND1 OUT Dev.50 Pond Routing Summary 8.02
POND3........... Pond E-V-4 Table 8.03
POND3 OUT Dev.50 Pond Routing Summary 8•04
~ .
CLC Associates, Inc. ~ LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
Type.... Executive Summary (Nodes) Page 1.01
Name.... Watershed Event: 50 yr
File.... J:\DOCUMENT\5000470\PONDPACK\POSTDEVELOPED.PPW
Storm... TypeII 24hr Tag: Dev.50
NETWORK SUMMARY NODES
(Trun.= HYG Truncation: B1ank=None; L=Left; R=Rt; LR=Left & Rt)
DEFAULT Design Storm File,ID = STORMS.RNQ S19T25R45
Storm Tag Name = Dev.50
Description: 50 YEAR
. Data Type, File, ID = Synthetic Storm SCSTYPES.RNF TypeII 24hr
Storm Frequency = 50 yr
- Total Rainfall Depth= 2.4000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
HYG Vol Qpeak Qpeak Max WSEL
Node ID Type cu.ft Trun. hrs cfs ft
BASINS
lA AREA 3027 12.1000 .40
1B AREA 2388 11.9000 .91
1C AREA 3333 12.1000 .41
1D AREA 285 12.0500 .05
lE AREA 3704 11.9000 1.41
3A AREA 3080 12.1000 .38
3B AREA 3310 11.9000 1.26
3C AREA 212 12.0000 .04
3D AREA 219 12.0000 .04
3E AREA 3822 11.9000 1.46
INLETS
INLETI JCT 5415 11.9000 .91
INLET2 JCT 7322 11.9000 1.42
INLET3 JCT 6390 11.9000 1.27
INLET4 JCT 4253 11.9000 1.46
PONDS
POND1 IN POND 12737 11.9000 2.33
POND1 OUT POND 10631 12.1500 1.09 33.81
POND3 IN POND 10643 11.9000 2.73
POND3 OUT POND 9103 12.0000 2.00 40.35
DRYWELLS
OUT1 JCT 10631 12.1500 1.09
OUT3 JCT 9103 12.0000 2.00
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
Type.... Design Storms Page 2.01
Name.... S19T25R45
File.... C:\HAESTAD\PPKW\RAINFALL\STORMS.RNQ
Title... LONGVIEW PUD
50-Yr Storm Event Analysis for Basins with Offsite
Flow
DESIGN STORMS SUMMARY
Design Storm File,ID = STORMS.RNQ S19T25R45
Storm Tag Name = Dev.50
Description: 50 YEAR
- -
Data Type, File, ID = Synthetic Storm SCSTYPES.RNF TypeII 24hr
Storm Frequency = 50 yr
--Total Rainfall Depth= 2.4000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
Type.... Synthetic Cumulative Depth Page 3_01
Name.... TypeII 24hr Tag: Dev.50 Event: 50 yr
, File.... C:\HAESTAD\PPKW\RAINFALL\SCSTYPES.RNF
, Title... 50 YEAR
Storm... TypeII 24hr Tag: Dev.50
CUMULATIVE RAINFALL DEPTHS (in)
Time ~ Output Time increment =.1000 hrs
hrs ~ Time on left represents time for first value in each row.
.0000 ~ .0000 .0024 .0048 .0073 .0098
.5000 ~ .0123 .0148 .0174 .0200 .0226
1.0000 ~ .0252 .0279 .0305 .0332 .0360
1.5000 ~ .0387 .0415 .0943 .0471 .0499
2.0000 ~ .0528 .0557 .0586 .0616 .0645
2.5000 ~ .0675 .0705 .0736 .0766 .0797
3.0000 ~ .0828 .0859 .0891 .0923 .0955
3.5000 ~ .0987 .1020 .1052 .1085 .1119
4.0000 ~ .1152 .1186 .1220 .1255 .1290
4.5000 ~ .1326 .1362 .1399 .1436 .1474
5.0000 ~ .1512 .1551 .1590 .1629 .1669
5.5000 ~ .1710 .1751 .1793 .1835 .1877
, 6.0000 ~ .1920 .1963 .2007 .2052 .2097
6.5000 ~ .2142 .2188 .2234 .2281 .2328
7.0000 I .2376 .2424 .2473 .2522 .2572
7.5000 ~ .2622 .2673 .2724 .2775 .2827
8.0000 ~ .2880 .2934 .2990 .3049 .3110
8.5000 ~ .3174 .3240 .3308 .3379 .3452
9.0000 ~ .3528 .3605 .3682 .3758 .3835
9.5000 ~ .3912 .3991 .4073 .4160 .4250
10.0000 ~ .4344 .4443 .4548 4658 .4774
10.5000 ~ .4896 .5026 .5165 .5314 .5472
11.0000 ~ .5640 .5824 .6032 .6262 .6516
11.5000 ~ .6792 .7364 .8505 1.0339 1.3629
12.0000 ( 1.5912 1.6367 1.6767 1.7113 1.7404
12.5000 ~ 1.7640 1.7843 1.8033 1.8210 1.6375
13.0000 ~ 1.8528 1.8671 1.8807 1.8937 1.9060
13.5000 ~ 1.9176 1.9286 1.9392 1.9493 1.9589
14.0000 ~ 1.9680 1.9768 1.9854 1.9939 2.0022
14.5000 ~ 2.0103 2.0183 2.0261 2.0337 2.0411
15.0000 ~ 2.0484 2.0555 2.0625 2.0693 2.0759
15.5000 ~ 2.0623 2_0886 2.0947 2.1006 2.1064
16.0000 ~ 2.1120 2.1175 2.1229 2.1283 2.1336
16.5000 ~ 2.1389 2.1440 2.1492 2.1542 2.1593
17.0000 ~ 2.1642 2.1691 2.1739 2.1787 2.1834
17.5000 ~ 2.1881 2.1926 2.1972 2.2016 2.2061
18.0000 ~ 2.2104 2.2147 2.2189 2.2231 2.2272
18.5000 ~ 2.2313 2.2352 2.2392 2.2430 2.2469
19.0000 ~ 2.2506 2_2543 2.2579 2.2615 2.2650
19.5000 ~ 2.2685 2.2718 2.2752 2.2784 2.2817
20.0000 ~ 2.2848 2.2879 2.2910 2.2941 2.2972
20.5000 ~ 2.3003 2.3033 2.3064 2.3094 2.3124
21.0000 ~ 2.3154 2.3184 2.3214 2.3244 2.3273
21.5000 ~ 2.3303 2.3332 2.3361 2.3390 2.3419
22.0000 ~ 2.3448 2.3477 2.3505 2.3534 2.3562
22.5000 ~ 2.3591 2.3619 2.3647 2.3675 2.3702
23.0000 ~ 2.3730 2.3758 2.3785 2.3812 2.3839
23.5000 ~ 2.3867 2.3893 2.3920 2.3947 2.3974
24.0000 ~ 2.4000
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
Type.... Tc Calcs Page 4.01
Name.... lA
File.... J:\DOCUMENT\S000470\PONDPACK\POSTDEVELOPED.PPW
TIME OF CONCENTRATION CALCULATOR
- •
Segment #1: Tc: TR-55 Sheet
Mannings n .0300
Hydraulic Length 250.00 ft
2yr, 24hr P 1.2800 in
Slope .026000 ft/ft
Avg.Velocity .52 ft/sec
Segment #1 Time: .1335 hrs
Segment #2: Tc: TR-55 Shallow
Hydraulic Length 435.00 ft
Slope .026000 ft/ft
Unpaved
Avg.velocity 2.60 ft/sec
Segment #2 Time: .0464 hrs
Segment #3: Tc: TR-55 Channel
Flow Area .6000 sq.ft
Wetted Perimeter 8_00 ft
Hydraulic Radius .08 ft
Slope .008000 ft/ft
Mannings n .0120
Hydraulic Length 215.00 ft
Avg.Velocity 1.98 ft/sec
Segment #3 Time: .0302 hrs
'
Total Tc: .2102 hrs
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
~ Type.... Tc Calcs Page 4.02
Name.... 1B
File.... J:\DOCUMENT\5000470\PONDPACK\POST'DEVELOPED.PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc: TR-55 Sheet
Mannings n .0160
- Hydraulic Length 36.00 ft
„ 2yr, 24hr P 1.2800 in
Slope .020000 ft/ft
Avg.Velocity .53 ft/sec
Segment #1 Time: .0190 hrs
' Segment #2: Tc: TR-55 Channel
Flow Area .6000 sq.ft
wetted Perimeter 8.00 ft
Hydraulic Radius .08 ft
Slope .008000 ft/ft
Mannings n .0120
Hydraulic Length 215.00 ft
Avg.Velocity 1.98 ft/sec
Segment #2 Time: .0302 hrs
Total Tc: .0493 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
CLC Associates, Inc. LONGVIEW, P.U.D.
~ PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
' 'Iype. • - • Tc Calcs Page 4.03
Name . . . . 1C
; File.... +3: \I]t]CT.7MEN`I'\SOQ4470\PQNDPACK\PC]STDEVEL(3PEY]. PPW
~ 'I'IME OF CONCENTRATION CALCfJLATCSR
,
~
i Segment #1: Tc: TR-55 Sneet
Mannings n .0300
Hydrauli.c Lengtn 250. vo ft
i 2yr, 24hr P 1.2800 in
- S].ope .025000 ft/ft
Avg.Velocity .51 ft/sec
~Segment #1 Ta.me: .1356 hrs
5egment #2: 3'c: TR-55 Shallow °
Hydraulic Length 420.00 ft
Slope .025404 ft/ft
Unpaved
Avg.Velvcity 2.55 ft,lsec
Segment #2 Time: .0457 hra
Segment ##3: Tc: TR-55 Channel
FJ.ow Area .6000 sq. ft
Wetted Perimeter 5.00 ft
Hydraulic Aadius .08 ft
Slope .008000 ft/ft
Maruaings n .0120
Hydraulic Length 320.04 ft
Avg_vezvcity 1.98 ft(sec
- Segment #3 Time. .045[} hrs
~
Total `Fc: .2264 hrs
;
CLC Associates, InC. L{]NGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Campute Time: 12:45:21 Date: 13-03-2000
Type.... Tc Calcs Page 4.04
Name.... 1D
File.... J:\DOCUMENT\5000470\PONDPACK\POSTDEVELOPED.PPW
TIME OF CONCENTRATION CALCULATOR
'
Segment #1: Tc: TR-55 Sheet
Mannings n .0300
Hydraulic Length 50.00 ft
2yr, 24hr P 1.2800 in
Slope .010000 ft/ft
Avg.velocity .26 ft/sec
Segment #1 Time: .0540 hrs
-
Segment #2: Tc: TR-55 Shallow
- Hydraulic Length 80.00 ft
' Slope .020000 ft/ft
Paved
Avg.Velocity 2.87 ft/sec
Segment #2 Time: .0077 hrs
Segment #3: Tc: TR-55 Channel
Flow Area .6000 sq.ft
Wetted Perimeter 5.00 ft
Hydraulic Radius .08 ft
Slope .008000 ft/ft
Mannings n .0120
Hydraulic Length 420.00 ft
Avg.Velocity 1.98 ft/sec
Segment #3 Time: .0591 hrs
~
Total Tc: .1208 hrs
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
Type.... Tc Calcs Page 4.05
Name.... lE
File.... J:\DOCUMENT\S000470\PONDPACK\POSTDEVELOPED.PPW
' TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc: TR-55 Sheet
Mannings n .0160
Hydraulic Length 30.00 ft
2yr, 24hr P 1.2800 in
Slope .020000 ft/ft
Avg.Velocity .51 ft/sec
Segment #1 Time: .0164 hrs
~ Segment #2: Tc: TR-55 Shallow
Hydraulic Length 50.00 ft
Slope .020000 ft/ft
Paved
Avg.velocity 2.87 ft/sec
Segment #2 Time: .0048 hrs
Segment #3: Tc: TR-55 Channel
Flow Area .6000 sq.ft
Wetted Perimeter 8.00 ft
Hydraulic Radius .08 ft
Slope .008000 ft/ft
Mannings n .0120
Hydraulic Length 420.00 ft
Avg.Velocity 1_98 ft/sec
Segment #3 Time: .0591 hrs
~
Total Tc: .0803 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
Type.... Tc Calcs Page 4.06
Name.... 3A
File.... J:\DOCUMENT\S000470\PONDPACK\POSTDEVELOPED.PPW
TIME OF CONCENTRATION CALCULATOR
•
. Segment #1: Tc: TR-55 Sheet
Mannings n .0300
Hydraulic Length 250.00 ft
2yr, 24hr P 1.2800 in
Slope .015000 ft/ft
Avg.Velocity .42 ft/sec
Segment #1 Time: .1664 hrs
Segment #2: Tc: TR-55 Shallow
Hydraulic Length 105.00 ft
Slope .015000 ft/ft
Unpaved
Avg.Velocity 1.98 ft/sec
Segment #2 Time: .0148 hrs
Segment #3: Tc: TR-55 Channel
Flow Area .6000 sq.ft
Wetted Perimeter 8.00 ft
Hydraulic Radius .08 ft
Slope .011000 ft/ft
Mannings n .0120
Hydraulic Length 405.00 ft
Avg.Velocity 2.32 ft/sec
Segment #3 Time: .0486 hrs
Total Tc: .2297 hrs
CLC Associates, Inc. LONGVIEW, P.U.D.
~ PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
' Type.... Tc Calcs Page 4.07
Name.... 3B
File.... J:\DOCUMENT\S000470\PONDPACK\POSTDEVELOPED.PPW
.
~ TIME OF CONCENTRATION CALCULATOR
,
Segment #1: Tc: TR-55 Sheet
Mannings n .0160
Hydraulic Length 15.00 ft
2yr, 24hr P 1.2800 in
Slope .020000 ft/ft
~ Avg.Velocity .44 ft/sec
Segment #1 Time: .0094 hrs
- Segment #2: Tc: TR-55 Channel•
Flow Area .6000 sq.ft
~ wetted Perimeter 8.00 ft
Hydraulic Radius .08 ft
Slope .010000 ft/ft
Mannings n .0120
Hydraulic Length 550.00 ft
Avg.Velocity 2.21 ft/sec
Segment #2 Time: .0692 hrs
Total Tc: .0786 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
'
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
I ~
~ Ty'pe TC L'11c5 Page 4.08
Name.... 3C
File. • • • .T:\DpCLTN1ENT\5000470\POItTf3PACK\PC)STDEVEI,4PET] PPW
~ TIME OF CONCENTRAfiTON CA.T,CULATOR
~
_
~
Segment #1- Tc: TR-55 Sheet
Mannings n .0300
Hydraulic Length 50.00 ft
' 2yr. 24hr P 1.2800 in
~ 51ope .010400 ft/ft
Avg.Velocity .25 ft/sec
Segment #1 Time: ,0540 hrs
I' Segment #2: Te :'TR- 55 Shal law
~ I3ydraulic Length 60.00 ft
' Slope .023000 ft/ft
~ Paved
Avg.VeJ.vci.ty 3.08 ft/sec
Segment #2 Time : .0054 hrs
8egment #3: Tc: TR-55 Channel
Flow Area .5000 sq.ft
~ Wetted Perimeter 8.00 ft
Hydaraula.e Radius .08 ft
Slope .015000 ftlft
Mannings n .0120
Hyriraula.c Length 170.00 ft
; Avg.Ve].vcity 2.79 ft/sec
Segment #3 Time: .0169 hrs
i
, •
- - Total TC : .0763 Ylrs
Calculated Tc c min.Tc:
Use Minamum Tc__.
Use Tc = .0833 Yzrs
~
CLC Assaciates, Inc. LflNGVIEW, P.U.D.
PondPack Vex': 7.0 (325) Cvmpute Time: 12:45:21 Date: 11-03-2000
,
Type.... Tc Calcs Page 4.09
Name.... 3A
F i 1 e.... .7 : \170CC1MENT\S fl 00 4 7 0 \P47NI7PACK\PQSTDEVELQPED . P PW
~ TIME DF CbNCENTRA'Y'IDN CAZCULATCJR
~
5egment #1: `Z'c: TR-55 SYzeet
Mannings n .03~0
, Hydraulic Length 50.00 ft
; 2yr, 24hr P 7_2840 in
- Sloge .010040 ft/ft
, Avg,Velvca.ty _25 ft/sec
Segment #1 Time: .0540 hrs
Segment #2: Tc. TR-55 Channel
, F1vw Area .5000 sq. ft
' Wetted Perimeter 8.00 ft
Hydraulic Radius .08 ft
Slope .016000 ft{ft
Mannings n .0120
' Hydraulic Length 230.00 ft
Avg.Velocity 2.79 ft/sec
i
5egment #2 Time: .0229 hrs
Total TC: .0759 hrs
Calculated Tc < Min. Tc :
L7se Minimum Tc, . .
Use Tc = .0833 rrrs
~
I CLC Assaeiates, Inc. LdA]GVIEW, P.[I.D_
' PondPack Ver. 7.0 I325? Cvmpute Time: 12:45:21 Date• 11-03-2000
I
Type.... Tc Calcs Page 4.10
Name.... 3E
File.... J:\DOCUMENT\5000470\PONDPACK\POSTDEVELOPED.PPW
TIME OF CONCENTRATION CALCULATOR
-
~
, Segment #l: Tc: TR-55 Sheet
Mannings n .0160
Hydraulic Length 13.00 ft
~ 2yr, 24hr P 1.2800 in
~ Slope .020000 ft/ft
' Avg.Velocity .43 ft/sec
i
Segment #1 Time: .0064 hrs
_ Segment #2: Tc: TR-55 Channel
Flow Area .6000 sq.ft
Wetted Perimeter 8.00 ft
Hydraulic Radius .08 ft
Slope .013500 ft/ft
, Mannings n _0120
Hydraulic Length 630.00 ft
Avg.Velocity 2.57 ft/sec
Segment #2 Time: .0682 hrs
Total Tc: .0766 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
'I'ype•••- Tc Calcs Page 4 11
Name....
Fa1e.... J:`DflC[.][ufENT\8040470\PDNAPACK\POSTDEVELOPED.PPW
Te Equations used
SCS TR-55 Sheet Flvw
Tc _ {.407 * ((rl * Lf)**Q.8) } {5f**.4} }
~ Wheare: Tc = Time of concentratibn, hrs
n = Mannings rz
, I,f = Flcaw ]ength, ft
F= 2yr, 24hr Rain depth, znches
5f = Slape, ftlft
SGS TR-55 Shallow CvnCentrated Flow
- Unpaver3 surface :
' V = 16.1395 * (Sf**0.5)
Paved surface:
- v = 20.3282 * (Sf**4.5)
'Fc - (Lf / V) ~ (3600seC/hr)
WYzere: V = Veloczty, ft/sec
I Sf _ ."ilDpEe ft'ft
Tc = Time of concentration, hrs
- Lf = Flow length, ft
SC5 Channel Flow
g = Aq 1 Wp
v = [1.49 * {Ft**(2/3)) * 4sf**-0.5) ) 1 n
TC = (Lf / V) / (3600sEC/hr)
I Where: R= Hydraulic radius
- Aq = Flow area, sq.ft.
wp = wetted perameter, ft
' V = Velaczty, ft/sec
5f = Slvpe, ft/ft ,
n ~ Manninqs n
Tc = Time vf cvncentrativn, hrs
Lf = FIow lengtll, ft
CLC Assaciates, Inc. ' LpNGVIEW, P.C3_D.
PondPack Ver: 7.4 (325) Cnmpute Time: 12:45:21 Date: 11-03-2000
Type.... SCS Unzt Hyd_ EguatiDns Fage 5.01
Name....
File.... J:\DDCUMENT\SO00470\PONI]PACKlP❑STDEVELOPED.PPW
SC5 UNIT HYDROGRAPH METHOD
(Computational Nvtes)
I i DEFINITION OF TERMS:
I ,
At = Total area (acres): At = Ai+Ap
' Az = Impervzvus area (acres)
Ap = Perviaus area (acxes)
CNi = Runoff curve number for impervious area
CNp = Runoff curve nurnber for pervious aarea
fLoss = € loss constant a.n£i7.tration (depth/time)
dt = CQrnputational a.ncremenr {duration of unit excess araa.n.fall}
Default dt is smallest va7.ue of 0.1333TC, rtm, and th
, (Smallest dt is then adjusted to rnatch up with Tp)
[JT7dt = User specifzed vverride cvmputational main time increment
(only used .zf UDdt i,s .1333Tc)
D(t) = Point an distributivn cur-ve (fractivn vf P) for time step t
_ K = 2 ] L1 + (Tr1Tp)l = default K = 0.75: (fvr Tr/Tp = 1.67)
Ks = Hydrvgraph shape factvr
= Unit Cvnversions * K:
= ([I11r/3600sec) * t]ft/]2].n) * ((5280ft)**2(sq.ttti} J * K
Default I[s = 645.333 * 0.75 = 484
Lag = Lag time from center vf excess runaff (dt) to Tp: Lag =❑.STc
_ P = Tatal }arecipitation degth, inches
Pa (t) ~AcCUmulated Yainfall at time steg t
Pi (t) = Incremeratal rainfall at time step t
; qp = Peak discharge {cfs} for lin. runoff, for 1hr, for 1 sq.mi.
_ (ICs * A * Q) ] Tp {where Q = lin. runraff, A=sq.mi. }
Qu(t) = Unit hydrvgraph ardinate {cfs} at ti.me step t
Q(t) = F'inal hydrograph ordinate (cfs) at time step t
Rai{t}= Accumu3ated runoff (inehes) at time step t for imperviaus area
Rap{t}- Accumulated runoff {inches} at time step t for per-vious area
Rii{t}= Incremental runpff {inches} at time step t for impervivus area
Rap{t}= Incremental runoff {inches} at time step t for pervious area
R(t) = Tncremental weighted tatal runvff (inches)
Rtm ='L'sme increment for rainfall table RNF file)
Si = 5 for impervious area: 8i ={1DOOJCNi} - 10
, 5p = 5 for pezvzvus area_ Sp = (1pO0ICNp) - Ifl
t = Time step (row) nismber
Tc = Time vf concentrativn
~ Tb = Time [hrs] af entire unit hydrograph: Tb - Tp + Tr
~ Tp = Time (hrs) tv peak vf a unit hydrvgraph: 'I'p =(dt/2) + Lag
Tr = Time (hrs) af receding limb of unit hydrvgraph: Tr = rativ af 3'p
CLC ASSdC1ate9r IILC. LOdMTGV2EN7, P.U.D.
PvndPack Vere 7.0 (325) Compute Time: 12:45:21 I]ate: 11-03-2000
I ;
I~ Type.,.. SCS Unit Hyd. Equations Page 5.02
Name..•-
F~~e•••• J:~DOCU1'7ENT\S000970\PQNDPACK\POSTDEVELOPED.PPW
SCS iJNIT HYDROGRAPH METH~'JJD
- (Computational Notes)
i
PRECIPz'J'A'FTON:
Column (1) Time for time step t
Cvlumn (2): Dot} = pvznt an distributian eurve for time step t
' Column (3): Pi{t} = pa(t) - Pa(t-1): Co1-(4) ° Preeeding Cvl.(4]
Column (4): Pa(t) = D(t) x P: Col. (Z) x P
PERVIDL75 AREA R[INC3FF (using SCS Runaff CN Method) -------------7
Column (5]: Rap(t) = Accumulated perviaus runoff for tims step t
If iPatt3 is c= 0.2Spl then use: Rap{t} ~ 0.0
Tf (Pa(t) is a 0.25g) then use:
Rap{t) = {CoI.(4]-0.2Sp)**2 I [Ca].(4)+0.8Sp)
Column (6): Rip(t) = Tncremental pervious runvff for time steg t
- Rip(t) = Rap(t) - Rap(t-1)
' Rip(t) -Cvl.{5} for curzent raw - Col.(5) for preceding raw.
IMPERVIOUS AItEA RUNCIFF
Colusnn ( 7 & 8)... Did nvt specify to use impervious azeas.
~
INCREMENTAL WEIGHTEL? Ri33NQE'F:
' ~ cvlurrn (9} : Rft] _ (APIAt) x Rip(t) + (AalAt) x uii{t}
R(t) _(APIAt) x Ca1.(6) +{Ai/At} x Cvl.(B)
SC5 IJNIT HYZIROGRAPH METHOLI:
- Column {10}: Q(t) is computed with the 5C5 unft hydragraph methad
using Ro~ and Qu(a.
I
i ,
I
~
CT,C P.ssociates, Inc. LONGVIEW, P_U.D.
' PoradPack Ver: 7.0 (325) Compute I'ime: 12:45:21 Date: 1I-Q3-2000
I
~
Type SCS i7nit Hyd. Sttmmary Page 5.03
Name.... lA Tag: I?ev.50 Event: 50 yr
Fxle• • • • .T=\L}f]C[RMENTqSQ404781PQtTDPP.CEt1,POS'TI]EL7ELQPED.PP4+1
~ Storm.. . TypeII 24hr 'Z'ag : Dev. S [7
_ SCS LTNIT HYBROGRAPI-I ME'Z'HaLl
~ STORM EVENT: 50 year stQrm
Duration = 24.0000 hrs Rain Depth = 2.400[} in
- Rain Dir = C:1HA-ESTAD\PPKW\AAINFALT.,\
' Rain File -ID = SCSTYPSS.RNF - '3`ypelZ 24hr
Unit Hyd 'Iype = Defaul.t Curvilinear
HYG Dir = J:1ao~~NT\so00470lPoNI)PACxl
HSCG File - ID = DEVI.H3CG - 7.A L)ev.50
. °rc _ .2102 hrs
Drainage 7area = 4.984 acxes Runaff CN= 61
--__W_~--------------------
- ~ Computational Time Increment = .42803 hrs
Computed Peak Time = 12.1078 hrs
Computed Peak Flvw - .40 cfs
I Time Increment for HYG File - .0540 hrs
i . Peak Time, rnterpoiatea outPut = 12.1000 hrs
Peak Flvw, Interpo].ated Rutput = .40 cfs
~ T]RAZNAGE AREA
ID:None 5e3.ected
CN = 61
Area = 4.984 acres
S = 6.3934 in
0.28 = 1.2787 in
- , i
' Cumulative Runoff
. 1573 in
3027 cu.ft
~
HYG Volume... 3027 cu.ft (area under HYG curve)
{
[IhIIT HYDR£?GRAPH PAR.AMETERS * * *
I
~ Tame Cancentratidn, Tc = .21021 hrs (ID: lA)
Cvmputational Incr, Ttn = .02803 hrs = 0.20000 'I`p
i ;
Unit Hyd. Shape Factor = 483.432 {37.45% under rising limb}
x- 483.431645.333, x= .7491 [also, x- 2/f1+{Tx]Tp)3
' Receding/Rising, Tr/'I`p = 1.5598 {solveci fram K = .7491}
~
Unit peak, qp = 25.86 cfs
- ~ CTnit peak time 'Fp = .14014 hrs
~ i7nit receding limb, Tr r .56055 hrs
Total unit time, Tb _ .70058 hrs
CLC Assaciates, Inc. . L4NGVIEW, P.U.D.
PvndPack Ver: 7.0 (325) Compute Ta.me: 12:45:21 Date: 11-03-2000
i
Type.... SCS Unit Hyd. Summary Page 5.04
Name.... 1B Tag: Dev.50 Event: 50 yr
File.... J:\DOCUMENT\S000470\PONDPACK\POSTDEVELOPED.PPW
, Storm... TypeII 24hr Tag: Dev.50
SCS UNIT HYDROGRAPH METHOD
~ STORM EVENT: 50 year storm
Duration = 24.0000 hrs Rain Depth = 2.4000 in
~ Rain Dir = C:\HAESTAD\PPKW\RAINFALL\
~ Rain File -ID = SCSTYPES.RNF - TypeII 24hr
Unit Hyd Type = Default Curvilinear
HYG Dir = J:\DOCUMENT\S000470\PONDPACK\
HYG File - ID = DEVI.HYG - 1B Dev.50
Tc (Min. Tc) _ .0833 hrs
Drainage Area =.303 acres Runoff CN= 98
-Computational Time Increment = 01111 hrs
Computed Peak Time = 11.9175 hrs
~ Computed Peak Flow = .93 cfs
Time Increment for HYG File = .0500 hrs
Peak Time, Interpolated Output = 11.9000 hrs
' Peak Flow, Interpolated Output = .91 cfs
~ WARNING: The difference between calculated peak flow
and interpolated peak flow is greater than 1.50%
I DRAINAGE AREA
ID:None Selected
CN = 98
Area = .303 acres
S = .2041 in
0.25 = .0408 in
Cumulative Runoff
2.1714 in
2388 cu.ft
HYG Volume... 2388 cu.ft (area under HYG curve)
UNIT FiYDROGRAPH PARAMETERS
Time Concentration, Tc = .08330 hrs (ID: 1B)
Computational Incr, Tm = .01111 hrs = 0.20000 Tp
; Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb)
K= 483.43/645.333, K= .7491 (also, K= 2/(1+(Tr/Tp))
Receding/Rising, Tr/Tp = 1.6698 (solved from K= .7491)
Unit peak, qp = 4.12 cfs
Unit peak time Tp = .05553 hrs
Unit receding limb, Tr = .22213 hrs
Total unit time, Tb = .27767 hrs
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
Type.... SCS Unit Hyd. Summary Page 5.05
Name.... 1C Tag: Dev.50 Event: 50 yr
' File.... J:\DOCLmIENT1Sm00470\PONDPACKIPOSTDEVELOPED.PPW
Storm••• 'lypelr 24hr Tag: Dev.50
SCS LTNIT HYDROGRAPH METHflD
- STDRM EVENT: 50 year storm
Huratian = 24.0000 hrs Rain l7epth =2.40[30 in
Rain IJir _ C:/HAESTAD1PPKW\RA21+7PALL\
Rain File -ID = SCSTYPES. RNF - 'I'ype2I 241'1r
Unit Hyd Type = I]efaule Curvilinear
_ HYG T7a.x = J:1,DC}C[JPRENT\S000470\PONDPACIC\
HYG FiTe - ID = DEV1 HYG - 1C Dezr.50
Tc .2254 hrs
Drainage Area = 5.488 acres Runvf~ CN= 61
Cvmputatianal Time InCY2n1e11t = .03418 hrs
Cvmputed Peak Time = 12.1334 hrs
Computed Peak Flvev - .42 cfs
Time Increment for HYG File = .0500 hrs
- Peak Time, Ireterpolated Output = 12.1000 hrs
Peak Flvw, Tntexpolated output = .41 cfs
WARNING: Tne difference between caZculated peak flow
arzd interpolated peak flaw is greater than 1.50%
I}RAINAGE AREA
zD:Nvne Selected
CN = 61
P,xea = 5.488 acres
S 6.3534 an
• 0.25 = 1.2787 in
Cumulative Runoff
.1573 in
3333 Cu.ft
HYG Valume... 3333 cu.ft [azea under HYG cuz°ve)
* * * * * CJN 2T HYl?ROGRAPfI PARAMETERS * ,r * r *
' Time Cvncentration, Tc = .22637 hrs (ID: IC}
Computational Incr, Tm = •03018 hrs = 0.20000 Tp
' Unit Hyd, 5hape Factar = 483.432 (37.45% under rising limb)
IC = 483.43/645.333r FC = .7491 {a1so, x = 2/(l+{Tr1'rP)]
RecedingfRising, 'I'r/'I`p = 1.6698 (svlved from K = .7491)
' [7nit geak, qp = 27.47 cfs
❑nit peak time Tp = .15091 hrs
Unit receding limb, Tr = .60355 hrs
; Tvtal unit time, Tb = .75457 hrs
I
L'LC A56t7C13tE5r I11C. LQNLiVIEW, P.U.D.
' PandPack Ver: 7.0 (325) Comgute Time: 12:95:21 nate: 11-03-2000
Type.... SC5 Unit Hyd. 5ummary gage 5-06
Name.... 1D Tag: Dev.Sa Event. 50 yr
File J:\DOCLTINENT\SO00470\PONDPACK\PQS'I`LLfEVELOPED.PPW
Stvrm.. TypeIZ 24hr Tag: Dev.50
SCS UNIT HYDROGRAPH METHOD
STQRM EVENT: 50 year storm
Duratian =24.Oa0Q hrs Rain gepth W 2.4040 in
- Rain Dir = C : \HAESTA,I7\PPKW\R.AINFALL\
Ftain Fale -ID = SCSTYPES.FtNF - TypeII 24hr
- Unit Hyri Type = Default Curvilinear
I-IYG Dir = J:\LJOCi7MEAIT\S000470`PONDPACICO
HYG File - ID = DEV1. HYG - lI] Dev. 5(fi
Tc = .12dB hrs
Drainage Area =.470 acres Runoff CNa 61
Cornputata.onal Tame Increment - .01511 hrs
Cvmputed Peak Time - 12.0473 hzs
Ccamputed Peak FZow = .05 cfs
Time Increment fpr HYG F"ile = .0500 hrs
Peak Time, InterpQlated autput =12.4500 hrs
Peak FJ.vw, Tnterpolated Dutput = • t]5 Gf s
I?Rfi2NAGE AREA
ID.Nane Selected
CN - 61
Area = .470 acres
S = 6.3934 in
0.2S = 1.2787 3n
Cumulative Runvff
.1673 in
285 cu_ft
HYG Volume... 285 cu.ft (area under HYG curve)
~
CFNIT HYDROGRAPH FARAMETERS
Time CDncerstrativn, Tc = .1208(] tlrs UT]~ 1.TJ)
Computaticrnal Incr, Tm = .01511 hrs = 0.20000 Tp
Unit Hyd. Shape Factor = 483.432 (37.45% under risi.ng ].imh)
, K = 483.43/645.333, K = .7491 {alsv, if = 2{ {I.+(Tr/Tp)}
Recedzng/Rising, Tr]'Tp = 1.6698 {solved from K = .7491}
Unit peak, qp _ 4.41 cfs
I-, Unit peak time Tp = ,08053 hzs
; Unit reeeding limb, Tr = .32212 hrs
Total unit tzme, Tb = .40265 hrs
I CLC Assoczates, xnc. LaNGVIEW, P.U.D.
' PandPaGk Ver: 7.0 {325} Compute Time: I2:45:21 Date: 11-03-2000
Type.... SC5 Unit Hyd. Summary Page 5.07
Name.... 1E Tag: Dev.50 Event: 50 yr
-F3le.... J:1DOCUMFNT\sa00470iPoranPAcx`POSTDEVELoPED.ggw
Storm... Tygez2 24hr Tag: DeU.SO
5CS LTNZT HYDROGRAPH METHOD
: STQRM EVENT: 50 year stvrm
Duration = 24.0000 hrs Rain Depth = 2.4000 in
i- Rain Dir = C : \HAESTP,U\PPI{W\IRATNFP,I,L\
; Rain F'a.le -ID = SCSTYPES.RNF - Type2l 24hr
Unit Hyd 'Z`ype = Defau7.t Curzri3inear
xYc Dir = J:lD0curiErrT\s000470lporrDpACK1
HYG File - ID = DEV]..HYG - 3E Dev.54
Tc (Mxn. rc) _ .0833 hrs
Daraanage Rrea =.470 acres Runcaff CN= 98
CamputatzanaJ. Time Increment = .01111 hrs
Cvmputed Peak Time = 11.9175 hrs
Computed Feak Flow - 1.44 cfs
Time Increment for HYG Fi.].e - .4500 hrs
Peak Tame, Interpnlated Dutput = 11.9000 hzs
Peak Flow, Interpolated [lutput = 1.41 cfs
WARNING: The difference between calculated peak flow
and interpolated peak flvw is greater than 1.50%
DRAINAGE P REA
TD:None Selected
CN - 98
Area = .470 acres
- 5 - .2041 in
Q.25 = .0408 in
C►smulative Ftunv£f
2 177.4 in
- 3705 cu.ft
HYG iTolurne 3704 cu. ft (area under HYG curve)
* * * * * CTi'3]C'I' HYDRDGF'APH PARAMETERS * * * * *
Time Concentratian, Tc = .[]8330 hrs (ID: lE)
Computatiorial Incr, Tm = .01111 hrs 20040 Tp
Unit Hyd. 5hape FactQr = 483.432 {37.46% under rising limb}
K = 483.43/545.333. K = .7491 4a1so, K = 21 (3.+('Cr]TP))
Recedirzg(Rising, Tr/'I`p = 1.5658 (solved fresm TC = .7491)
~ Unxt peak, qp = 6.39 cfs
- Unit peak time Tp = .05553 hrs
Unit receding limb, Tr _ .22213 hrs
~ Tatal unit tame, Tb = .27767 hrs
CT1C Associates, Inc. LONGVIEW, P.U.D.
j PvndPack Ver: 7.0 {325} Campute Time: 12:45=21 Date: 11-03-2000
-Type.... SCS Unit Hyd. Summazy Page 5.08
Name_... 3A Tag: Dev.50 Event_ 50 yr
File.... J-1DocvMENTlsva0470lgoNDPAcK1PosTDEvELoPEn.PPw
~ 5torm • • 'IypeZI 24hr Tag_ Dev.50
_ 5C5 LTNIT HYI7ROGRAPH MET'H4]]
~ i STi]RM EVENT : 50 year s torr[4
guration = 24.0000 hrs Rain I3epth = 2.4000 in
Rain Dir = C:,HAES'l'AD\PFKWgRATNFALL\
Rain FiJ.e -ID = 5C5TYPES.RNF -'IypeII 24hr
[lnit Hyd Type = Default Curvilanear
HYG Dir = J:\B0CUMEN'T\S000474iPON➢PACK\
i; HYG File - ID = DEV1.. HYG - 3A Dev. 5t]
TC - .2297 hrs
Drainage Area = 5.071 acres Runoff CN= 61
i ~,n-=_==_~~~~--------------=~-W-~~==---_-__-
- Camputational Time Zncrement = _ 030b3 hrs
Camputed Peak Time = 12.1290 hrs
; Computed Peak Flow ~ .39 Cfs
Time Increment far HYG Fzle - .0500 kzrs
Peak Time, Interpolated Orstput = 12.1004 hrs
~ Peak Flow, Interpolated Output = .38 cfs
- WARNING_ The difference between calculated peak flow
and interpolated peak flvw is greater than 1.50W
17AAINAGE A,REA
ID:None 5elected
CN - 61
Area = 5.071 acres
5 = 6.3934 in
0.25 = 1.2787 in
Cumulati.ve Runoff
.1573 in
3[180 cu.ft
HYG Volume_._ 3080 cu.ft (area under TiYG curve)
* * * UNI'F HYTIROGRAPH PAFtAMETER.S * * * * *
Time Concentratzon, Tc = .22972 hrs {ID: 3A)
Cvmputationa7. Incr, Tm = .03463 hrs =0.2a000 3'p
' t3nit H}rd. Shape Factar = 483.932 (37.46W under rising 3imh)
K = 483.43/645.333, FC = .7491 (alsv, K _ 2/(1+('I'r'TA))
RecedingJRising, Tr1Tp = 1.6698 (sc+lved from K = .7491)
, i3nit peak, qp = 25.01 cfs
Unit peak time Tp = .15314 hrs
Urait receding limb, Tr = .61258 hrs
~ Total unit time, Tb = .76572 hrs
CLC Associates, Inc. LONGV2EW, F-II-TI-
FondFack Ver: 7.0 [325] Compute Tame: 12:45:21 Date: 11-03-2000
i
'I`ype.... 5CS Unit Hyd. 5ummary Fage 5.09
Name.... 3B Tag: Aev.SQ Event: 54 yr
"File.... J:\DQCUA+IENT\SO00470\P4Ni}PACK4PO5TI)EVELOPED.PPW
' Stvarm... `I'ypezz 24hr Tag: Dev.50
SC5 C7td2T I33CDRQGRAPH HlETHGD
_STt3RHi EVENT: 50 year storm
Duratian = 24.0000 hrs Rain Depth =2.4040 in
- , Rain nTr = c:lHAEsTAD\PPKWlRAINFALL\
Rain Fi1e -YD = SCSTYPES.RNF - Type2l 24hr
Unit Hyd T'ype = Default Curvilinear
HYG I]ir = J: \DOC[lMENT,500d470\PONDPACI4\
; HYG File - IT7 = DEV1.HYG - 3S T]ev.54
'Z'c (Min_ "Tc) _ .0833 hrs
Drainage Area =.4ZO acres kunvf£ CN= 98
- Computational Time Tncrement = .01111 hrs
Computed Peak Tirrse - 11.9175 hrs
Computed Peak Flow = 1,29 cts
Time gncrement for HYG File = .0500 hxs
Pea]c `I'zme, Interpolated Outp►1t _ 11.9000 hrs
Peak Flow, Ira,terpalated Output = 1.26 cfs
WARNING: 'T'he difference between calcu7.ated peak flvw
and interpalated peak flaw is greater than 1.50%
IlRAFIdAGE AREA
ID:None Selected
C1V - 98
Area = .420 acres
5 - .2041 in
0.25 = .0408 in
Cumulative Runoff
2.17Z4 in
3310 cu.ft
HYG Velume... 3310 cv.ft (area under HYG curve)
* * * * * UNI T HYI]ROGRAPH PARAMETERS * * * * *
I
Time Concentratimn, Te = .08330 hrs (ID: 3B)
Compra.taticrnal Incr, Tm = .01111 hrs = 0.200I30 'Ip
Unit Hyd. 5hape Factor = 483.432 (37.46% under rising Iimb)
' K= 483.43/545.333, K = .7491 [alsa, K= 2/(1+{Tr/Tp)l
Receding/Rising. Tr/Tp = 1.5598 {solved from K= .7491)
Unit peak, qp = 5.71 cfs
F]nit peak "time Tp = .05553 hrs
iJnit receding lamb, Tr - .22213 hrs
, Total unit time, Tb = .27767 hrs
CLC Associates. Inc. I.c]NGVIEW, P.U.D.
PandPack Ver= 7.0 (325) Cosapute Time: 12:45:21 Date= 11-03-2004
Trpe.... SCS Unit Hyd. 5ummary Page 5.10
Name•• • 3C Tag: Dev.50 Event: 50 yr
, gi1e.... J:\DOCUMENT\SOQa470\PONDPACK\FO5'Z`DEVELaFED.FPW
,5torm_.. TypelT 24hr Tag: Dev.Sq
SCS iTNIT HYDRQGRAFH METHOD
I STORM EVENT: 50 year storm
Duration = 24.0000 hrs Rain Depth = 2 4000 in
- Rain Dir = C: \HAESTAI?`PPIfWyRATNFP,LLi
Rain File -ID = SC5'3`YPES_FtiVF - `Fypell 24hr
unit Hyd 3'ype = Default Curvilinear
xyG nir _ J: \nocuMENTOsoao47otPoNnPACK1
, I-iYG File - ID = T3EVI.HYG - 3C Dev.50
Tc (Min, TC) - .0$33 hrs
Drainage Axea ~.349 acres Runoff CN= 61
Computational Time Incremenfi = .41111 hrs
Computed Pealc Tirne - 12.0285 hrs
Camputed Feak Flow = .05 cfs
Time Increment ftir HYG Fi7.e = .0500 hxs
Peak Time, Interpolated Output = 12.0500 hrs
Peak Flow, Interpolated output = .04 cfs
-WARNING: The difterence between calculated peak flvw
and interpolated peak flvw is greater than 1.50%
T7Rp.IPIAGE AREA
II?:Alone Selected
CiV _ 61
Area = .349 acres
S = 5.3934 in
O.ZS = 1.2787 in
Cumulative Ftunaff
.1673 zn
212 cu.ft
HYG VQ1ume... 212 cu.ft (area under HYG curve)
* * * * * UN 2 T HYDROGRAPH PAR A1+7ET'ERS * * * * *
Time Cvncentxatzan, Tc = 0E330 hrs (ID: 3C)
Cvmputativnal Incr, Tm = .01111 hrs = 4.20000 'I`p
Unit Hyd. Shape Factor = 483.432 (37.46% under zising 1imb)
_ K = 483.43/645.333, IC = .7491 [also, K = 2/ {1+{Tr/Tp} }
Receding/Rising, Tr,1Tp = 1.6698 (solveci from K = .7491)
unit peak, qp = 4.75 cfs
unit peak time Tp = .05553 hrs
CFnit receding limb, Tr = .22213 hrs
i; `I'vtal unit tzme, Tb = .27767 hrs
CLC AssoCiates. Inc. LQNG'JIEW, P. [7. ]7.
PvndPack Ver. 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
- Type.... SCS Unit Hyd. Summary Page 5.11
Name.... 3D Tag: Dev.50 Event: 50 yr
File.... J:\DOCUMENT\5000470\PONDPACK\POSTDEVELOPED.PPW
Storm... TypeII 24hr Tag: Dev.50
SCS UNIT HYDROGRAPH METHOD
STORM EVENT: 50 year storm
Duration = 24.0000 hrs Rain Depth = 2.4000 in
Rain Dir = C:\HAESTAD\PPKW\RAINFALL\
Rain File -ID = SCSTYPES.RNF - TypeII 24hr
Unit Hyd Type = Default Curvilinear
HYG Dir = J:\DOCUMENT\5000470\PONDPACK\
HYG File - ID = DEVI.HYG - 3D Dev.50
Tc (Min. Tc) _ .0833 hrs
Drainage Area =.360 acres Runoff CN= 61
Computational Time Increment = .01111 hrs
Computed Peak Time = 12.0285 hrs
Computed Peak Flow = .05 cfs
Time Increment for HYG File = .0500 hrs
Peak Time, Interpolated Output = 12.0500 hrs
Peak Flow, Interpolated Output = .04 cfs
wARNING: The difference between calculated peak flow
and interpolated peak flow is greater than 1.50%
DRAINAGE AREA
ID:None Selected
CN = 61
Area = .360 acres
S = 6.3934 in
0.25 = 1.2787 in
Cumulative Runoff
.1673 in
219 cu.ft
HYG Volume... 219 cu.ft (area under HYG curve)
UNIT HYDROGRAPH PARAMETERS
Time Concentration, Tc = .08330 hrs (ID: 3D)
Computational Incr, Tm = .01111 hrs = 0.20000 Tp
Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb)
K= 483.43/645.333, K= .7491 (also, K= 2/(1+(Tr/Tp))
Receding/Rising, Tr/Tp = 1.6698 (solved from K= .7491)
Unit peak, qp = 4.90 cfs
Unit peak time Tp = .05553 hrs
Unit receding limb, Tr = .22213 hrs
Total unit time, Tb = .27767 hrs
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
'Iype.... SC5 Unit Hyd. Summary Page 5.12
Name•••• 3E Tag: DeV_5b Event: 50 yr
~ File.... J:\AOCiFIyiENT\5000470\PONDPACK\PDSTnEVELOPED.PPW
Stvrm.•• Typell 24hr Tag: Dev.50
S CS C3NI T HY]]ROGRAPH METHOD
~
' STORM EVENT: 50 year storm
Durativn = 24.4400 hars Rain I3epth = 2.4000 in
Rain I]ir = C:1xAESTAD1PPxw\RAINFALL1
Rain File -rD = SCSTYPES.RNF - TypeII 24hr
- Urrit Hyd 'I'ype = Default Curvilinear
HYG i1i]C = sT; \DCJCCTNIENT1SOg047d\F'C]NT]PACKy
HYC, File - IL? = I]EVl HYG - 3B Dev.50
' Tc (Min. TC) - -0833 hrs
Drasnage Area = .485 acres kunaff CN= 98
Computativnal Time Increment - .01111 hrs
Computed Peak Time - 11.9175 hrs
Cvmputed Peak Flow = 1.49 cfs
;
Time Tncrement for HxG File = .0500 hrs
Peak Time, Interpolated C]utput = 11.9000 hrs
' Pea}c Flow, Interpvlated flutput = 1.46 Cfs
wARFdING: The dif£erence between calculated peak fl.ow
and intezpo].ated peak flow is greater than 1.50%
I7RAINAGE F1kEA
ID:None 5elected
Cld = 9 8
P,rea = _ 4 B5 acres
5 - .2041 in
0.2S = .0448 in
Cumu].atiue Runaff
z.1714 in
3$23 cu.ft
HXG Volume.., 3822 cu.ft (area under HYG curve)
i1NI'I' I-IYY]RCIGRAPH PARAMETERS
Time Concentration, Tc = .08330 hrs (ID: 3E)
Computational Incr, '7'r[s = .0I111 hzs = 0.20000 "Ib
❑nit Hyd. Shape Factar = 483.432 {37.45% under rising limb}
K = 483.43I645.333, 14 = .7991 (also, IC = 2 f (1+(Trt'Zp))
Receding/Rising, Tr1'I'A = 1.6698 (snlved from K= .7491)
Unit peak, qp = 6.60 cfs
Unit peak time Tp = .05553 hrs
i]nit receding limb, Tr = .22213 hrs
Tvtal unit time, Tb _ .27767 hrs
CLC Associates, Ine. LONGVIEW, P.U.D.
PondPaek Ver: 7.0 I325; Cvmpute Trme: 12:45:21 Date: 11-03-2000
'i
Type . . . . VoJ. : Elev-Area Page 6.01
File . . . . J: \DQCUIyIENT\SOUQ47DjPDNDPACK\POSTDEVELf?PED. PPW
Name . . . . PC3NI77
, i Eleuati.on Planimeter Area A1+A2+sqr(A1*A2) Volume Voluane Sum
- (ft) (sq.in) 4sq.ft} (sq.ft) {cu.ft} {cu.ft}
-33.15 4420 fl ❑ 0
~ 33 65 5769 15017 2669 2659
34.05 5454 18340 2445 5115
34.68 7584 21050 4420 9535
Rlame.... PDND3
E7.avatian Flanzmetex Area Al+A2+sqr(Al*A2) Vvlume Volume Sum
. ' (ft) {sq.in} {sq-ft) {sg.ft) [cu.ft) tcu.ft}
39 34 2367 a fl 0
40 pl 2812 7759 1733 1733
40.24 2975 8679 665 2398
40.54 3192 9249 925 3323
PQND VC3L[3ME EQCTATTQNS
* Incremental valume catnputed by the Conic Methad for Reservozr Vvlumes.
Volume = {1/3} * (EL2-EL1) * (Areal + ArEa2 + sq.rt.(A:rea7.*Area2))
- where: ELI, EL2 = Lawer and upper elevativns of the increment
Areal,Area2 = Areas computed far EL1, EL2, respective]y
- VQlume = Incremental volume between EL1 and EL2
' CLC'_ ASSDC].ateS, II1C. LQZdGVIEW, P.U.D.
PondPaCk Ver: 7.0 (325) Compute Tame: 12:45:21 Date: 11-03°2000
i,
Type.... Dutlet Tnput Data Page 7.01
Name.... DRYWELLl
File.... J:\noc'UmENTlSa00470lpouDPACx\P❑STnEvELoPED.PPw
_ REQUESTED PQND WS ELEVATTqNS:
Mzn. Elev.= 33.15 ft
Increment = .20 ft
' Max. E1ev.= 34.68 ft
D[7T3,ST CONNECTIVITY
Farward F1vw Only (Up5tream t❑ DnStream}
Reverse FIvw [3nly fI]n5tream to iJpStreamf
Fvrward and Reverse Both A1lvwed
, Structure Nv_ (]utfa11 E1, ft E2, ft
ilser Defined Table ---a 'I`W .000 34 _ 580
Tw SETt]P, Tl5 Channel
i
OUTLET STRUC''[7RE TNPL1T DATA
Structure I17 =
Structure Type ~ User I]efined T'able
Ei,E7-FLOW RATING TASLE
Elev, ft Flvw, cfs
~ 33.15 .04
33.65 .OD
33.80 1.C10
33 . 95 2.00
34_d5 2.00
34.68 2.00
Structure ID = TW
Structure Type = TW SET[]P, D5 Chaaanel
FREE C71JTFAI1L CC7NDITIONS SPECIF'TED
CQNVERGENCE TOLERAt3CES...
Maximum Iterativns- 30
Min. TW tolerance = .01 ft
Max. TW tol.erance = .01 ft
Min_ xw tolexance = .fll ft
~ Max_ xw talerance = .41 ft
- Min. Q tolerance = .10 cfs
Nlax. Q tolerance = .10 cfs
CLC Associates. Inc. LONGVYEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 72:45:21 I3ate: 11-43-2400
I
'Iype.... Out1et Input Data Page 7.02
Name DRYWELL3
File.... J-\DvCUMENT\SO00470\PDNDPACK\POSTDEVELOPED.FPW
REQUESTED POND WS ELEVATTONS
I
' Min. Elev.= 39.34 ft
Inczement = -20 ft
Max. Elev.= 40 54 ft
I ;
, OUTLET CC3NNECTIVYTY
Farward Flvw Dnly (iTpStream t❑ L7nStream)
- Fteverse Flvw Only (DnStream to UpStream)
< > Forward arsd Revearse Sath A1lowed
Structure No. Dutfal1. El, ft E2, ft
User Defined Tab1e TW .000 40.540
TW SETt]P, DS Channel
DUTLET STR2lC'I`[TItE INFUT FTATA
5tr►acture II] _
Structure Type = User Defined Tab].e
Ea,EV-FLow P-ATzNG TAsL~
Elev, ft Flow, cfs
'
39.34 .00
40.n1 .no
40.16 1.00
40.31 2.00
40.54 2.00
structure Tl3 = Tw
Strueture Type = TW SE'I'LJP, T3S Channel
F'REE Cl[3TFALL CaNL]ITIC]NS SPECIFrED
CONNVERGENCE TC]LERP,NCES . _ .
Maximum Tteratians= 30
Min. Tw tvlerance .01 ft
Max. TW tolerance = . aI ft
- - Min. TiW talerance = .01 ft
Max. HW tolerance = .01 £t
Min. Q tolerance = .10 cfs
_ Max. Q to3erance = .10 cfs
CLC Assvciates, Inc. LOAIGVIEW, F. [.T. D.
' PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date• 11-93-2000
TjPe Pond E-V-Q Tab1e Page 8.01
Name . . . . P{)NDl '
File.... J:\DDC[]MSNT\SO00470\PQNDPACK\P4ST17EVELOFED.PPW
~ LEVEL Pt3OL RQU`CING I?ATA
HYG I31r = J:\T}C]C[3MEN'I`\Sfl00470\PQ1QDFP.CK\
' Inflvw HYG file = T]Ei7I.HYG - POA1DI INT nev.50
Outf3.ow HYG file = LlEV1.HYG - P4NI71 nU'1 Hew.54
i , Pond Nade Data ^ FC]NL?].
- Pond Volume Data = PflNLrl
Pond Dutlet Data = DRYWELLI
No Snfiltration
, INITIAL CONLlIT2[7NS
Startirag WS EJ.ev = 33.15 ft
Starting Volume - 0 cu.ft
i Starting Dutflow - .00 cfs
Starting Infiltr. - .40 cfs
Starting Total Qout= .00 cfs
- 'I'ime Incarement = .0500 hrs
- Elevatzvn Qutflow Stvrage Area Infa.lt. Total 2S/t + D
ft cts cu.ft sq.ft efs cfs cfs
33 .7.5 .00 0 4920 .00 .00 .00
33.35 .00 7.017 5251 .00 .00 11.30
33.55 .00 2101 5594 .00 .00 23.35
33.75 .67 3255 5939 .00 .67 35.83
33.95 2.40 4477 6287 .00 2.00 51.75
34.15 2.00 5770 5635 .00 2,00 66.11
34 . 35 2.00 7132 6986 .00 2.00 81.24
34.55 2.60 8565 7346 00 2.00 97.16
34.68 2.00 9535 7584 QO 2.00 107.95
i
CLC Assaciates, Tnc. LONGVTEW, P.U.D.
PondPack Ver- 7.0 (325) Cnmpute Ta.me: 12:45:21 Date: 11-03-2000
Type.... Pond Routing Summary Page 8.02
Name.... POND1 OUT Tag: Dev.50 Event: 50 yr
File.... J:\DOCUMENT\5000470\PONDPACK\POSTDEVELOPED.PPW
Storm... TypeII 24hr Tag: Dev.50
LEVEL POOL ROUTING SUMMARY
HYG Dir = J:\DOCUMENT\5000470\PONDPACK\
Inflow HYG file = DEVI.HYG - PONDl IN Dev.50
Outflow HYG file = DEVI.HYG - POND1 OUT Dev.50
Pond Node Data = POND1
_ Pond Volume Data = POND1
Pond Outlet Data = DRYWELLI
No Infiltration
INITIAL CONDITIONS
Starting WS Elev = 33.15 ft
Starting Volume = 0 cu.ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0500 hrs
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak Inflow = 2.33 cfs at 11.9000 hrs
Peak Outflow = 1.09 cfs at 12.1500 hrs
Peak Elevation = 33.81 ft
Peak Storage = 3639 cu.ft
MASS BALANCE (cu.ft)
+ Initial Vol = 0
+ HYG Vol IN = 12737
- Infiltration = 0
- HYG Vol OUT = 10631
- Retained Vol = 2106
Unrouted Vol cu.ft (.OOl% of Inflow Volume)
CLC Associates, Inc. LONGVIEW, P.U.D.
PondPack Ver: 7.0 (325) Compute Time: 12:45:21 Date: 11-03-2000
Type Pand E-V-Q Table Page 8.03
Name . . . . POND3
Fi1e---. J:1DocvMENTlso00470lPOrrDPACxIPOSTDEvELoPEn.pPw
LEVETl POQL ROU'TING DATA
' HYG Dir = J:\T]OCUMENT1S000470/PaNDPACICy
Inflvw HYG file = DEV1.H1'G - POND3 IN Dev.50
Outflaw HYG fzle - DEVI.HYG - POND3 dUT Dev.SQ
Poncl Node Data = PDND3
Pand Volume Data = P[7NI]3
Pond Qutlet ❑ata = DRY"WELL3
i
No Infiltratian
; INITIP,L COATI]ITIONS
Startang W5 Elezr - 39.34 ft
Starting Volume = 0 cu.ft
Starting c]utflow - .00 Gfs
5tarting anfil'tr. _ .00 cfs
starting Tvta]. Qput= .OD cfs
- Tzme Tncrement - .0500 hrs
Elevativn Qutflow Storage Area rnfzlt. Q Total 2S/t + O
ft cfs cu.ft sq.ft cfs cfs efs
39.34 .00 4 2367 .00 .Q❑ .00
39.54 .04 486 2495 .00 .00 5.40
39.74 .00 999 2628 .00 .00 11.10
39.94 _00 1538 2764 .00 .00 17.09
_ 40.14 .$7 2104 2904 .00 .e7 24.25
40.34 2.00 2693 3046 .00 2.00 31.99
44.54 2.00 3323 3152 .00 2.00 38.92
CLC Assvciates, Enc. LONGVIEW, P.U.D.
PvxadPack Ver: 7.0 (325) Compute Tame: 12:45:2I 1]ate: 11-43-2000
- 'I'ype.... Pand Rvuting Summary Page 8.04
Name.... PQND3 OUT Tag: Dev.50 Event: 50 yr
FilE._ J:`DOC[7MENT\5D00470\PONDPACK\POSTDEVELDPED.PPW
' Storm... TypelI 24hr Tag: Dev.SQ
LEVEL POaL ROUTING SUMMARY
HYG Air = J=\D0Ci7MENT\S000470\P0N13PACK\
Tnflow HYG file = DSVI.HYG - PflNI73 7[N Dev.50
autflovr HYG fi7.e = DEVI.HYG - PaND3 DUT Dev.50
Pond Node Data = PQND3
Pond `Tolume I]ata = PONA3
' Ponr3 Out1et Data = DR7(WELL3
Nv Infiltratian
INITZAI, C{)NT]Z'I'IOATS
5tarting W5 E3ev = 39.34 ft
5tart ing Vvlume = 0 cu. f t
, Starting Out€3.vw = .00 cfs
Starting Irkf iltr . _ .00 cf s
5tarting Tatal Qaut= .00 cfs
Tfine Increment = .0500 hrs
INFL{3W/OUTFL{7W HYDRf]GRAPH SUF7MARY
-----__~_~_~_~~-----------------------aeY._--__-------
Peak Inflaw = 2.73 cfs at 11 9000 hrs
Peak Outflow - 2.00 cfs at 12.0040 hrs
Peak Elevata.can = 40.35 ft
Pealt StCrrage = 2720 cu. f t
NPAS S BATaANCE (CLY, . f t)
' + znitial Vol - o
+ HYG Vol YN = 10643
- Infi.ltzata.an = 0
- HYG Vol 0[7T = 5103
- Retained VoI. = 1539
i Unrvuted Vol cu.ft (.040% df Inflvw Valume}
~
CLC Assaciates, I11C. LO1dCYVIEI^Ir P.U.D.
PandPack Ver: 7.0 (325) Cpmpute Time; 12:45:27 Date: 1I-03-2400
INLET CALCULATIONS
~ -
LC?NGVTEW S0470
Spokane Caunty, Washington 1 110310Q
Engineer: NWC]
DRAINAGE INLET SUMMARY
1 C?-Year Design Storm
~~'~,~~''~"+~;~~~~ir ~,'w.,~.•~Y-"' "~-',~~-''~d ~_,g~;, R~~-,~9i~~ v - -'s - 'i^ ~ ~
~1~t~;,,.~ z_ Gut~er~x
~;.vy' r~".~.~,y~r ~
~~.`~~S'treetwarrd 1'~pe0.: d,~.~Pe~k.Flaw~.~ _ Fl'owConhn~ous- Lal~t T'yPe
' ~"~-~f ! ' K, f;Iy. ■/R;~:: :.°~~a~- ~ ~,t?`t. `r . ~e/
~ 5 ~.WCL~iV~s r~~luL~•«. • ~.~~~IRC~~L6IMit? _b ~ F +
CC}RB1N T.ANE TYPE l
2A STA l l+5p, RT 00080 0 54 - Cant CURP
, 2M} LANE 2A TYPE 1
2S STA 10+43 75, L't' - 2 48 021 Surrip CC1RB
TSCHIRLEY k[7AD TYPE 2
4A STA 11+48 SI, RT - 040 - Sump CURB
50-Year I?esign Storm
- Cu~h'~~u~l"ef `ui%tter ~ B si'. M7A-,a,5,, Surixp o~r . • " B~sixrs! Stret~lope ~ Pvwuou~ e ,r,~ Inlets-s]"yO h. cfs},,.
lA,B 3RI} LANE 2 TYPE 1
1 STA 1{}+50, LT - 091 085 Sump CURB
] C,D,E 3RI7 LANE 5 TYPE 1
2 STA 12+75, LT UaBfl 1 42 017 C4nt. CURS
3A,B 4TH LANE TYPE 2
- 3 STA 11+24.27, ltT - I 27 - 5urnp GRATE
3C,D,E MANIFQLI7 Lt1NE TYPE t
' 4 5TA 18+60, RT 00206 1 46 - Cont ~'aRATE
-Sy-Pass MANIFdLD LANE 4 TYPE 1
5 STA 17+60, RT 00200 - 4.60 Cont. CL?RF3
- NOTE- Maximum Flovv Capaci#ies in Sump Conditions and By-Pass Flow GalculatiQns
far inlets on acantinuolis grade are prauided in the following sheets.
9nlets
t
LONGVIEW 50470
Spokane County, Washington 11/03/00
Engineer: NWO
CURB DROP CALCULATIONS
on Continuous Grade
Curb '~let Basin ~~asiin lFiu~~ter ' o`~ , ess Ueptn k(~a ge n By~~ 'ass
Inlet'~~ ~ S~treet an~ By-P ss oss oZ o~Flo~ ~h ~lo ~v E
_ .=~?F
y~;' ~'~tatn n n Q- Qa ~
CORBIN LANE -
2A STA 11+50, RT 0.54 0.54 0.0080 0.0200 0.0160 3125 0.12 0.082 4 0.21
3RD LANE 5
2 STA 12+75, LT 1.42 1.59 0.0080 0.0200 0.0160 3125 0.18 0.123 6 0.85
MANIFOLD LANE 4
5 STA 17+60, RT - 0.60 0.0200 0.0200 0.0160 3125 0.10 0.072 6 0.17
NOTE: TYPES 1& 2 CURB INLETS Curb Inlet Depression = 2 in.
* Calculated per Figure 18 of the Spokane County Guidelines
for Stormwater Management
Calculated per Figure 16 of the Spokane County Guidelines
for Stormwater Management
Inlets
LONGVIEW S0470
Spokane County, Washington 11/03/00
Engineer: NWO
C; U R.B DRUP FLU W C;APAC;ITIES
in Sump Conditions
.,6 ,~~~~'•~~Lurb ~,~~et+ iizas4% ~asin-~ j let lvlr~;l,m-,--, Mr~cz~,,,,,~i MF i~ ~ Stree an ~ l~t yp - y- ' ass* Discharge*** w
St~at~ion c (ft) Qa - Qa
2ND LANE TYPE 1 2A
2B STA 10+43.75, LT CURB 2.48 2.69 4.00 0.50 4.37 -1.68
TSCHIRLEY ROAD TYPE 2 -
4A STA 11+48.81, RT CURB 0.40 0.40 4.00 0.50 4.37 -3.97
3RD LANE TYPE 1 2
1 STA 10+50, LT CURB 0.91 1.76 4.00 0.50 4.37 -2.61
NOTE: TYPE 1 CURB INLET TYPE 2 CURB INLET Qa = 3.087 * L* H^ 1.5
Curb Inlet Depression = 2 in. Curb Inlet Depression = 2 in. Where L= Length of Curb Drop, H= Flow Depth
Maximum Inlet Height = 6 in. Curb Inlet Length = 4 ft.
Maximum Inlet Height = 4 in.
* By-Pass flows from upstream inlets on continuous grades.
Maximum Flow Depth is based on Inlet height
Calculated per Section 4-1 of the Spokane County Guidelines
for Stormwater Management
Inlets
~ - -
LONGVIEW S0470
Spokane County, Washington 11/03/00
Engineer: NWO
1NLET FLUW C;APA(;1T1E5
in Sump Conditions
Basi~n + let Max~'un~um ~ ~ ffla,~, By-ass?'~`=t ~51'et ~ ~ • Street and ~ let Type ' eak ' low By-Pass Pe eter ' lo Dep ~ ~ Discha; Flow
Q. 3: Q~.Qa
4TH LANE TYPE 2 -
3 STA 11+24.27, RT GR.ATE 1.27 1.27 3.67 0.50 3.89 -2.62
Grate Perimeters* Qa = C* P* H^ 1.5
TYPE 2 Herringbone = 3.67' Where: C= 3.0, P= Perimeter,
TYPE 1 Vaned = 3.67' H= Flow Depth
* Grate Perimeter = Available Perimeter Divided by a Safety Factor of 2.
Maximum Flow Depth is based on curb crest above inlet.
Calculated in accordance with Spokane County Guidelines for
Stormwater Management, Section 4-1.
Inlets
LONGVIEW S0470
Spokane County, Washington 11/03/00
Engineer: NWO
GR.ATE INLET CALCULATIONS
on Continuous Grade
~let I '°Grate l~e . tn of utter 4ultier' : low ry-PW,~' ,
•~~fp~S~tr•,eet Peak Flow Slope ' lope j~ I~Width Flow Widt~h iffim, ved w`~ C w iY f. Y9 T,~.Jt ~
p vFl{'~ V~G{t(V~S~ . W'.w~ {r'~Cl~' ~+~k.a ~4E~ i~i} I~ w 1 f ~ 1 /rZ ' (~)a. (►ft) ~ xG(~) s) `
MA NIFOLD LANE
4STA 18+60, RT 1.46 0.0200 0.020 2.00 0.14 7.057 2.989 0.86 0.60
This form is in accordance with the WSDOT Hydraulic Man Grate Widths
Section 5-5.1, Capacity of Inlets on a Continuous Grade Herringbone = 1.67'
Vaned = 1.67'
w/ 2" sump = 2.00'
Inlets
PIPE CALCULATIONS
Worksheet
Worksheet for Circular Channel
, i.
Pr[ryect Descnption
WvrkSheei LQMGVIEW
Flow Elerrsent Circular Chann
Method Manning's Fvn
- So1Ve For Channel Depth
R 7
- - [nPut Oata
~
~
hltannings Coe4fie Q Qti2
Slvpe 008804 ftlft
fJiameler 12 in
Diseharge i 27 cfs
Results
Dep[kh 041 it
Flow Arsa 03 f?
_ Welted Penms 1 .39 if Q~
7vp Widih 0 98 ft ~
Cnkical Dep4h 0.48 ft
Percent Full 409 %
Cniical 51ape O.005133 itf4t
kfefociry 420 t11s ~
Veivcaty Head 027 ft
Specftc Ensrg 4 68 ft
Froude Nurnbe 1 34
Maximum [3isC 389 cfs
Discharge Full 362 ds
5lope Full 0001083 fllff ~
Ftqw Ty,pe iupercritical L~J
r
~
PoojecY Enginesr Spokane Netwqrk
untiUed.fm2 CLC ASSOCIATES FluwMaster v6 0(674e)
41103100 01 35 38 PM 0 Haestad Methods. Inc. 37 Brovkside Raad Waferbury. CT 06708 LISA {203} 755-1666 Page 1 raf 1
Wartcsheet
Warksheet far Circular Channel
Project Descrfptian
. Worksheet LQNGVIEW
Flaw Element Cucular Chann
hAethad Nlanning"s Farr
5afve For ChanneR C}epth
Enput Data
, Mannirtgs CoefFiE 0.012
4 S1vpe 015000 klft
Diameter 12 irr
C7ischarge 2.73 cfs
I
' Results
Depth 055 ft
' Flow ArBa 0.4 ft'
Wetted Perima 166 ft
Top Width 1 00 ft
- Critieal Qep[h 071 ft
Pernent Full 545 °/u
Critical Slope 0006920 Fdit
, velaciry 623 rvs
, Velocity Head 060 ft
5pecificEnerg• 1 95 ft
Fraude Numbe 1.66
Maximurn Disc 5_08 cfs
ClischBrgB FuIC 473 cf5
Sfvpe Futl 0005003 ftlft
Flaw Type iupercnfical
~
Prv;ect Engineer: Spbkane Network
c untrtled fm2 CLC ASSOCIATES RowMaster v6 0 [614e]
11103100 01 36:06 Pi1R 0 Waastad Methvds. Inc 37 6nook$ide Rcrad Waterbury, CT 06708 L75A (203) 755-1568 Page 3 oi 1
4
RIP RAP CALCULATIONS
{ _
~ Cj,C 707 West 7id Ave. Rlammng
I'Ls.s4ciates, Inc. Suise 200 Engmecrang
5pokane, WA 99204 Ae'clutecture
(50'I) 458-6840 LvldsmpeArctuiecture
(5119) 458-6844 Y,LY Iand 5urveyng
~ ~ kz p 67a 1 e s . DW re13 X D'v
~r er 1j ►~S ane n
~ 1 ' I ' I-~,~--1 I ~ ~ ~ -i-}-~•-~--~'- ~ k•-..J_ I ' i^I~° I~~w,Y,f f I_~~ 1 i ; I
I ! ~,--i-•~-i. I ,-~~'.--f--rr, !._~_!_.~t-..~_~~~~...s~~_..~.i,i._~~~.~i 1^+~_
E _s y~._= ~,_r_-_y_~r iy~_!._.r.~~_ •-~_1 !___r__'-~--~--~-~__L ' J_~ '~--E~` " I_~~...~_.
b
P ~
1-
~~~;`3
, -rrtl~ ~--~-~-~p r- ~ ~ `~f" ~t-• ~ , ~ I ~ I ~
'j,..,__ ' ~ T- -T
~ _F-~. t- , ~ ~ Gr ~ E 1 ~~t 1 1 i j ~ 4 1 t ~ p t ~ ~,3. J ~ 1 I~~
-'4" I ~•-•P-f ' ' t ~.vi ' ~
~
' 1-•j - ` fe_~;-.,~ ~I'~ CJ ~ '~-~--T 3'T ~ 9°~~ i- _.r1__ -'°r rt- I . '
~--i ! r''-'r'. ; --,-,-Y-~ -~LV•~ V-~-~~_ .~I ~ ..,..1I. ~ ~~~T' ~ I ~ i.... ~ '_i."_" I F ~ i
L
I ~ ~ --q -~_L ,_,y
- -~v'- ' j•~.~ ~ ~f . ~
T
-p~~~.
ei_.
_ j._ _ _ i ~ ~l~.....~ i~_.. _ ~ -fi.. _r. ~ ~ ~._"r_ tT V--'-^r i....~.. ~ ~IT~-i--j.-~
-r---i 1
~
~ 1~
- Y~ , , , ~ - ~ ~i~ 1~;'~'_.' ~ t i.. ._irY~~ f~...~..~.`3 '~E ~ ; . i ~
. ..'i_-~_•i f~..a. • ~tE~~~~}i_,._~ti.-r_ ~ d ~ ~ R
#
, i • r i- . -t-- i , r-t~~-- ~'i"r ~ 1 i-"~
_
l.....•_-; i
_ ~ °L I~ r e L,{ ~ _ _ 4,,,, ~n~ _
~e
i-~--.-- , ~~,rie_~_Dp.~_~w+~j; ~~.:j~~'~=~v~~'e,C~ 3 a! --r- - -•-~I-~-' i ' p
, ~ _ ~ ;-,~'~_.-1a _ 'a'-'= j °_'f J" _ Y ~ ~ I ` ~E F ,~3 h ~ ~ F~ rti.--1-. T-I~.~~r f~~ ,
~ ~ • -x ~ " i € ~E ! ~ o~~ _ , ~ ~ 1-~ _~fi ~ k I I ~
- ~'j _}_~;-d ~ --~I i ~~~~r•- - _ ~-i-°~ _
t-~-
~ r
_
~--E ~ ~ ~ ••i -Y - I_1 ~ ~ _ _ ~ i i ~ ~ -~-1.- -~~4 ~.l._°~}
-~--:--T
17-§
.a,.A.
e~__~__;__.~.~... . ~ • .,~.~1 .i._ _r_{__?_ ` ~ i
r i i`_~ i 1 1 i 9 i 1 i ~ ~ t fµ ~ ~
y , , ' r { e 3 T-T E ~
~--G-
~
. Z.
I _'y-' • ~ ~ ~._~~1 E
_r 4-'
f
~1-
~ - . - ~ -
I
- ~ ~_.L ~ f r -i ~ ~ ~ f d i t '1't-- x- . k ~ , E ~ f , -
, WI.`.
~ ~ ._f' _r-° i- 3-- -r- . ~-~'-r- ~
L `°~-~W ~
,_.L.~`a...._a.~iy.k_..,
}!Iff Fo fff
4
r • ~1~._,: r_ _...1 v ~ - . _ ~.Y _ _ w . , w_ r.. _
~ . ~'i i L,.. ~ . _ _ _ . _ _ ~ _ '
" . ~ ~ _~I _ ~ _ _ G~ $ ~ • • - ._wl_... _ .w - - - - _
:.~~._~,w~ ' ~ ' ~ _ _ _ _
' '''ti1 ~ - - v-- ~ - - _ ~ ~
, . t~- w--- - _ , ~ „ c~~ _ , _ _ ~ ~ ~ _ ~ _ - - ~ -
• k ~ ~l~ I~ ~ , f ~ _ _
C-n
` ~ -I 9 j- el_,.1..._"_ . _ ~ r---~ _ - ~ _.,i , f Q~ • ~Sti`-`~;. ,
r! ; T~ ~ I~ S .i~ ~ _ [I ~ F_.~.~,_ R! , _.w _ ~ ~ 1 - b - • =IaY _ ~r~ T ~ . ~ . `
~a, f ~y~ , ~ -;1-----~ ~ --i--°-- ~ ~~~-•}-1i~.Y~ I•-,. . I1 iw
r j •~LI~-- ` ~~I_ . ~l ~ -"I- ~T~~1., . ~[~1 ~r• I-^ . _ r ~ ~
- ~ L . ; ~ ' ! ~ ~ ~J ~ • ~ v~ ' j T ~ ~ ~ 9 ~v7 ~ ~ . ' i ? ~ ~ . ~.J '0 I _ _ r.. , `-`{.r_
^ vi
~ ,e~,~_ . i • •}•._f s, W_~~! ~ ~i_..~~-~~_ r e .
77,
F ' ~ ~ I , e;-~.~~ I ~ (l~ ~ . _
1~-I
_
_ c .
{ J
KD i- ~ ~ ; __`~__s~
, ~.4, a ~ t1 a_d ~ ~ -~r]' -J_ ~ _ r~.__.~._..-~~ a__.. ~
-47 V)
' • ~ ~ tis C ~ _ 1 i Y ~ _ ~ ~ • -
- _..s^. ~ n` ~-s-~-~- ~ ~ L-~` e~• ~~~'i _~~r.[ ~ a ` •
i-i= T
~j ' - } ~ • , - r r . r r ~ • ---r' .~c~ - Y
, ~ ~J~, ' ° ~ ' rg T~r Ir „~-t1.--'~]-`~" --rrp:• , ~ , ~ _
~ • ~ _ _ ~ . . . ~ M J ~ ~ ~ ~-4 ~ ' ~ . ~ r"' M1 R j a~ ~ • ~ ~ : ~ ~
. : f ' _:~.~.-•---~.w,..' -i..vi ~ ~ ~ ~ ._.;-e~ _....._~-__...w......~
'kw
_
I ~
: ~ w ~r f ; • ~i t~ ,l.R ' .
I NrVES I Il1L_! ~~f:,r•'r~~~ +D
. 1
La = 1.8Q + 71), for TW < D4
. j
' La = 3Q + 7D, for 1'W > D4
D0": .
Where: "
. D. = maximum iaside culvert width, ft. Q = Pipe discharge, cfs
TW = Tailwata depth; @.
La = Riprap pad leagth, R ! W= Riprap pad width when chanad is not well-defined, ft,
Note: Sx Satan 4 for sirin3 riprap azbd dmmining bbnka m4Wremcats
~ D
~ ;
li O
30. 300
1 ~
1 (
' O.t •
5 1
2
I ~
. •
J J
~
~ I
W= 30,. 0.4L, W= 30, + 0.4L,
(Taitwaterx0.5 D.) (Tailwater < 0 5 D.)
5
Riprap Revetment at
Pipe Outfall
Guidelines for Stormwater Management . ~
Addendum, February 1998
Figure 46 Pg. 6-82 SP'~Kt1I`~ ~Oi)PjIY
i
+J . ' - P
, 1t 30n
~ _ .
a ~ ^ + • ~ ~'1
S? ' t
.t~
A y
~
~
.
~ t
i
~ ~ - ~ .
Q C 00
6,-A ~IF" .
~~x~ ~
~ .
~ ~
P
t*AA- ,
CLC
Associates, Inc. -
M 910eb ol CaW WO Wk COeulutic
November 3, 2000
CLC #S000470
707 w. 7111 ,ave., ste. 200 Spokane County Public Works
Spokane, wA 99204 , Engineering Development Senrices ECEIVED
(509) 458-6840 1026 W. Broadway Avenue R
(509) 458-6844 Fax Spokane, Washington 99260-0170
Spokane, WA - Denver, CO N OV 0 3 2000
Attn: Bill Hemmings, P.E. gppKqNE COUNn ENGINEER
RE: Longview PUD
Street and Storm Drainage Submittal
Dear Bill:
Enclosed please find the following, submitted for your review:
■ ✓ A completed, signed submittal checklist.
Two copies of the street and storm drainage plans, stamped, signed and
I dated by John F, Saywers, P.E..
Two copies of the drainage report, basin maps, and calculations,
stamped, signed and dated by John F. Saywers, P.E..
An inspection agreement signed by our client.
■ ~ Pavement design information, signed, stamped and dated by John F.
Saywers, P.E.
i
A letter from Fire District #1, indicating approval of the hammerhead
turnaround on 2nd Lane and Corbin Lane.
A spreadsheet used to calculate the widening on Long Road.
■ ~ Three approved design deviations.
The maintenance of the drainage facilities will be the responsibiliry of the
Homeowners Association to be formed prior to final platting. Our client has made
application, which is pending final approval. Please give me a call if you have any
questions. Thank you.
CL ASSOCIATES INC. ~~RMDDGUM ~
J44 mORi 1 - - ~
,
Planrnng ~ John F. Saywerr.E.
Engineering Project Engineer RETl1RNTOCOl1WMRM
Architecture
Landscape Architecture
Land Surveying cc: file; Mike Hume, Tomlinson-Black North
i
i
i
t
~
~
TX' ' &A' JAWM
JAMIEDI ~
u~
s~~ rjRm
, . _ VIAM-O
i~ ~ pa~~, ~
~
~
~
Submittal CheCklist
fvr Raad & Drainage Projects in SpQkane Cvunfy - PlatslShort Plats
This Submiltal Chec7clist is te be cvmFletef1 and sigrrecl by thP Sponsor's Engineer, and incfucled tivdth each pdan
submi!!a1 into 1he Spnkerne County Errgineers Ofjrce. If this form rs rtat fuTly cvmpleted and srgned, dQ not
submii pluns and caFculcrlrons to Spokrine County frr review and acceptcrr►ce. Incomplete submrttals will be
relurraed and wrll cuuse urrrrecessory dePcrysfQr yaur client.
Project Name: 0t.1 [a V c ~ ~u E>
5pokane County Praject No. FE -t 1670 -C3CD I3ate: 11 hsloc7
Project Enginecr: CC.C. A-5Sc~r_iATs-5, Ph❑ne: 45?5- Cc>2~$L,
Froject Spvnsor: .-M l IGE 14 v+'H E Phpne_ '04 (v? -_)4~.7~L7
A. FreIiminary Prvicess
Priar tv Submittal of Road and Drainage P9ans, the following events are ia bave already occurred:
{$y checking each rlem off showrr below, yvu are .stating 1ha1 you have verafied these eventsli[em.r haave beerr eompdeted)
A I Adoplion of aFIearing Examiner's Report Iar this ]qng plat, car a Planning FZeport for this shart plat.
I At teast ane Pre-Design Meeting has heen held with Caunty staff at the Engineers dffice.
~ An "Agreement to Pay Fe6s" has heen signed lay ihe praject sponsar, and submittecl tQ the Counry
Engineers Office. '
~ A Channeliaatfon 1'Ian (e-g- signing and striping plan) crf public roadway improvements, has been
~ coordinated and discussed with xlae County Engzneers Office.
S. Road and Drainage Flan Submittal .
The items listQd bclow are to be pravider3 as a minimwm with a raad and drainage plan submiftal. Addifinnal
informatiQn may be required to demcrnstrate that the plans rneet alI agplicahle standards.
(Bj+ CI7ECI[IITg "yes ° far each r`terrr shawrr belrnv, you are verifying fhat these itenrs have been completeut arrcf are included in
lhis subm2Ftal. Far arry box checked "n/a", a zvrrnen jusrificariorr of arry omissiorrs at the errd of'thrs secrivri is reguired)
Item Destription
Road and drainage plans, twn prznt sets. (CerCifcation staterraent vn cuVer of plans)
~ yes nfa ~ pne set of p2arts on 24" x 36" mylar media, or CAD electranic file DW[i or.DXF fcrrmaf
ve",(Yes Each Plara SheeC of recQrd is signed and c3ated by the praject spansor. W &-4p,-rfx~
yes ~ The ruad and drainage design meets the requirements flf State taw, WAC 156-27 regarding
"confarmity with accepted standards"; that is, the design reflects the "state of the practice"
for the propased concept. •
~ yes The pZans, Drainage Repvrt, basin map(s), and any crther ealculations are stamped, sigried
and da#ed by an engineer licensed in the State of Washingion.
~ es nla Ihainage Report, two sets. Tv incTude: hasin map(s), time of concentration routes in hasin
map, and Certificatipn statement on cover trf report and basin rna-p_
ves Cn~l a 1 Geoteclnical Revort, vne set, (Include all sait test vit1'boring logs.)
es nla 5tructural Favennent Ca1cuIations, ane set , . .
v- fyes-) nla Cross-slope pxade calculations for rvad tividening projects. U
S
~ ~ ~ ~ ~
~IA13038
P -
flem Description
ye~ ~ n/a aintenance Manual and Sinking Fund calculations for drainage facilities located outside
of County road ripht-of-way.
yes a Written explanation of who/what entity will be, responsible for maintaining drainage
facilities which are located outside of public road right-of-way, and that the plan is
acceptable to the County EnRineers Office.
yes QNa Channelization Plan, or signing and striping information provided in the road plans. To be
included in road and drainage plan set.
yes n/a l have read the Hearing Examiner's Report (long plat), or Planning Dept. Findings and
Conditions (short plat), for this project. The design meets 1he conditions in the report. .
✓ (-yes~ n/a Copy ofApproved Design Deviations.
✓&es, n/a Fire District Approval, for private roads.'
~Ues ) ii/a Lot Plans. Required for any lots with drainage easements and which front a public road, or
for lots which receive and treat runoff from a public right-of-way.
yes ~a Any applicable State and Federal permits have been obtained. (i.e. HPA, JARPA, etc.). For
Permits with conditions, a copy of the permit and conditions are included in the plan
submittal.
(yes-) n/a lnspection Agreement between the sponsor and its engineer.
~ yes ~ n/a For off-site easements to be granted to Spokane County, the following items shall be
incloded: legal description, exbibit, and proof of ownership.
yes n/a Erosion Control Plan, required for "Major Land-Disturbing Activity." To be included in
the road and drainage plan set.
Explanation for any items listed above which are not included in this submittal:
(Note: an insufficient justification of why an item was not included in the submitted, or incomplete documents, may result in
the submittal being returned without review or without acceptance. Provide attachmenis if necessary.)
By signing below, the engineer is stating that the information provided in the submittal is complete, that the
information provided in the Submittal Checklist is accurate, and the plans and calculations are in accordance
with the Spokane County Standards for Road & Sewer Cotrstruction, and the Guidelines for Stormwater
Management, except where 4n p oved D=Deviation ' allows otherwise.
Engineer's Signature: Date: dt:a 10~z
4 V
Engineer's Name: ~10 WP/~'~ s
(please print)~
IJ there are arry guestions about this form or appropriate procedures, please call Development Services,
Spokane County Public Works, at (509). 456-3600. ,
For Spokane County Use Only
Submittal No: ~ County Plan Reviewer: l,~~Q~,~ U-• .
Accepted in for Review or Construction
Returned to the engineer without review and/or acceptance, See a(}JJMF(j8LKfl)6~n.
SPOKANE W" E(IlMNM$ QFU
Processing Date:
Paa~Cr# R~~AVL__~:...
Submittal Checklist SWAM * 1 2
Spokane County Aublic Works; Apri129, 1998 RETURN TO COUMY ENGINEER
OC3.31.2000 8:35Af"1 SPK CNTY BLDG&PLANNING " NO.283 P.2/3
~~~~IVED •
N~►~ 0 3~~~ . ~Q~ST FUR ~ a nvIGI~i I)E~'I'YaN
~0
spo~E couN~_ENGI~yEER DAxF 101-1oc,
ROa,n rrAME . . c~~o• ~
rrAME aF pLw-r LC>"aAv~ lr--w , Pvia Plat #'F`S I WcS-c
AUDRESS C]F BLLaG I .
NAME DF BLI]G PP-OITcCl' ~ BLUG# B9 _----5 ri9 T ZG RAS
F.)ERA14STAW PROJECT # L PRt7]TCT LIMM
EXISMG CC3NDTI'iDNS; PRDPQSEI3 IN1PRaVEMEN'I5:
RC3AD wIDTli ~ .
RflAD SURFAC:E
AVG. L1AiILY 7RAFFIG ~
CmTeI1I TrRffC I.07YII p I3esiga Year 'I`ratEic C¢unc
PROJEcr n*FscRWnaN C=-5 r.i=,-r V:)Ls C) IF a A-Ve -11,
. 1
PxOposEn nF-SrGN DEVIABoN
Cezh"~,r1 ~Eo--rl(aj
Pa1 v A--r~ f=C>-nl L~r.`~
NST'IFlCATItJN.
~4~lE-r~~ T'
_T"n ~i r~~f+ ~
i`:XP3'H- i Or.1e7-, 4741D
- ~j,n~.] ~ f~ •F~.. e r+n ~ A~r~ z.l~i. ~ ~uC~r►J,4-r~s„~~~.~c__~-°~_~~
-~-,.t.r_~ ~•_,k,•, . - ,
_ _ _ . • ,
~
• ~l " ,
3usMnTEn Bx - C? t.c. A-Gsoo- Sw4 Wecs Ft-DATE i-,I-~ Lnr., .
wnREss Ul -7r~ noayf~ e~ 2IP cODE
?HflNE# ~ ~ • '
a#a~.* ADMDISTRATYYE VAMNL'E M UF $34 Qfl PAII) TO SPdHANE COUNTY
~ I026 W H o,~DwAY, 5F4K.ANE WA 9 -017U PHC]NE (509)456-36(30 FAX (509)324-347$
s ~tEYiE'afD FI",1'H[]v'P FttN17S- -
=ASI71CHECK JIL# P.EC:QVM $'Y . I)ATE
~u5a.~~.+ aF~ . f
~
10/3I/00 T[IE 08:33 [TX/Rx M 57781
OCT.31.2009 8=35AM SPK.CI+ITY $LL]G&PLPNNING N0.283 F'.31/3
IDESIGN ~Fi+'UTION TAFF RLCOMMFNI]ATIONS
ccisvn wAP4 C> 4 AL- _
- ~ S • '
►pprwed Appmved wJccxididops Not Approved ~
PAyect Mailager Dat
, -
~
' - ~
'FFrmed ~i ToM1*Cd'iYIflmdLI'iDItS NUL A"loved
~ILal.Rg & TraffiC EAgipGBr Dgf
{ .
f
VPtuved Approved wjavnrlirious Not A,ppmved
PAject Management Eaginee[' - pat
• • . ~ .
. ~ • ppmved Approved w,lcrwclttiom Not Apprmd • .
. rat~ EagEncer - Dal
F4KA~TL CAVIVTY $~iGW]Ei:R'S
' QN . .
. ,
. , • .
~ pproved whafl aonditinns APpT'°Nedl as seavmmendei abA Not Appwved -
u
❑
►"i G ~'~,PUA1y E1`lgil3C~ D8
. ~~"~E+_j • 117/31l00 '1`l!$ 08:33 ITII/RX NU 57781
~•~~~C-EIVED T ~j JOB#
. /'y~1 \ T ~
1Y '
OV 0 3 i0Va ESI4J DEYY''~~''~~/~T~.LiON ~30.0~
s~KwE cOUNTr ENGiNEER oy' .
nATF, Octob~L21,-1.9~9 j
P oAD rrAMF, C~/am # z~lA ~ , I
PIaE #~~gned yet
,F~E f3F PLAT ~ng v; Pur PT]i3 ~ t
k]7DRESS []F BLD G u 1 A
qA.ME OF HLUC7 PRQ.]ECT N 1A _ BLF3G# H9 5 T R
~;EDERALfS'TATE PR+C]JEGT # N JA PRD7E(;.T LIMITS 4 th Ave, to 150 ' S outh nf
4th Ave. -
EXIS'IING CC]NDITIC)iNS: PRf]POSED 13"ROVEMEN'1 S:
ZDAD WE3TH 201± 1999 Lcacal Access Standards
IDAI] SUR;FAL'E Asphalt Cdncrete .hsphalt
kYG. DAILY TRAFFIC Incal access street
Current Traff'rc Cnunt I3esign Year Traffic Caunt
'RCJJEGT T]ESCRIF'TTON 5ingle Family PUD
'ROPC?5ED DESTGN DEVIATIOI'd This design deviativn is fvr intersectian spacing. The fronCage
of the pla[ vn Long Road dves nvt allow the aGCess tv either li.ne up with Gth Ave. ❑r to be
150' away. 5ee attached mag.
U5'TTIFICATTON:
Every effvrt has been made to come as close as passitale t❑ meeting Cvunty stanr3ards in this
respect. Note that the intersectivn spaCing will be withfn 1[]' ta 15` fram meeting the standard.
Long Rvad is a 1vcal access streee. Traffic volumes are low and no sa.fety concerns are expected
to ar:~se as a result vf th3s deviation from County standards.
~U$M=D BY CLC Associates, Irac:~ _ bATE October 21, 1999
~DDRESS 707 W. 7th Ave., 5te. 200, Spokane, WA ZlP CODE 99204
'I-IC7NE # (5f19 ) 4 58 -6SGC4
*****'~a ADMIINISTRATIYE VARIANC'E FEE DF $30.00 FAIID iO 5PDKANE CoLTTTY s~~***
1026 W SROADWAY, 5PDKANE WA 97 f7170 PHC7NE (SD9)456-36t10 FAX (509)324-3478
"I (~~~I j ~ ~ -~..EQa~ES`[' ~vEr~ wl~ovr FuNDS-
~
~
`AS ~ECx # 1~CE1vED BY vx~, I~ATE
~~.d~ sM . ~ ~ . , •
DESIUN I]EViATIaN
AFF RECCd14IlVIFNDA'TTQNS ~ •,~r<
• ed~ } i . i.
►2ecvrr 7►c ~o N~p-OVA'L- Ca `3tE C&-'1d =7zAu 'T"-r .-`T--s ~P~r►1~•~ .
)proved Apprrnred w/conditions Not Apprcrved
Praject Manager Date
~-r~a~► ►'i ~c~v]~ f~ p~e.v sy~ cu~.^TI-J Co,cl~ 1-7~ o~5 r~7 Ne-~v J+v
)proved Apprcrved w/conditions Not Appraved
I'ianninj' & ra gi.neer Date
~
,proved _ Appaoved w/conditions Nvt ed
} ( ) }
Pratect Ma~age t-_Engineer Date
pra►+ed Approved w/conditions Not Approved
~ l
r
' D ~ratians Engineer I?ate
OKANE COUNTY ENGr11TEER'S ^
'I'ERMINAT.[ON. '
praved wlnQ caoadirions proved as recommended -above Not ApproVed
Spvkane County Engineer 1]ate
TIESIGN DEVUTI(3N
,TAFF REC(D14VdUqDATIQNS . ` ` .
.
Pec6mru&tv AqPpBtahkt_ o~ ~rt~-~ ~ravrrro~t -r~ A i' Dae4* k. T+Wi rrr'r -!5PoX.~rr-
Att.*rr Iz;F~ ~owr`►~ t?WC e-, ev, nl`
AwO +4-i4re6. Orrr E. -6r [sE Q 1= -tIOG toOel Y&M
4 7" 5-0 cs If5. --,eAe4N ,rr -,feu-at.i..r drz -p-tk An4e*~tJ DeAw1" .
ipPraved Appraved w`conditivns Noc Approved
Prvjecct Manager Date
!AJ ~i~~ ~n•ti~►vr~~.s^ Gb~a2~.
r-7
,ppraved Approved w/cgnditians Nvt Approved - Planring & Tra c Engineer Date
~
~ ~
pProved Approved w/conditions Not Approved .
) { ) ( } _
Prvject M2rn2germ t Engineer Date
~ -
:)prr.rved Approved w/ccanditians Nat Approved
C3perati4ns Fngureer Date
'OKAtVE C[]'{7NTY EY+iGINtER'S
:'1ERMWATI0N:
proved wjna conditians - Approved as reconraffiended abuve Not Appraveci
) (
5pvkane C:ouaty Ea , cer Date
r••
1RECEIVED REQUEST FOR DESIGN DEVIATION
NOV 0 3 2000 $30.00
DATE October 21, 1999
SPOKANE COUNTY ENGINEfR
;OAD NAME Tschirley Rd. ..CRP/RID•# N/A
(f1ME OF PLAT Long View PUD Plat # a°ssigned yet
JDDRESS OF BLDG N/A -
tAME OF BLDG PROJECT N/A BLDG# B9 S T R
~EDERALlSTATE PROJEGT # N/A PROJECT LIMTI'S 160 ` N. of 3rd to 230' S. of
.sra (intermictant)
EXISTNG CONDTTIONS: PROPOSED 1MPROVEINfENTS:
ZOAD WIDTH 20'± 1999 Local Access standards
tOAD SURFACE Asphalt Concrete Asphalt
%VG. DAILY TRAFFIC Local access street
Current Traffic Count Design Year Traf6c Count
?ROJECT DESCRIPTION Sinele familv PUD
PROPOSED DESIGN DEVIATION This desiQn deviation is for intersection svacing. The frontage
of the vlat on Tschirlev does not include property which lines up with 3rd Ave. or is 150' away.
See attached vlat mav.
TUSTIFICATTON:
Tschirley Road is a local access road with low traffic vclumes. It is nearly fuZly developed
so traffic volumes are not expected to increase any significant amount. Therefore allowing
intersection svacinQ to be less than 1501 will not create a safety concern. The plat itself
will have two access points, oae to Long ar.d one to Tschirley. Therefore not all of the
traffic will use this access point. The roads withi.n the Longview PUD are planned to be
private. Therefore cross-through traffic is expected to be minimal. Gating of this road
is possible. 3UBMTTTED BY CLC Associates, .Inc. DATE October 21, 1999
4DDRESS 707 W. 7th Ave., Ste. 200, Spokane, WA Z1P CODE 99204
?HONE # (509)458-6840 ADMINISTRATNE VARIANCE FEE OF $30.00 PAID i0 SPOKANE COUNTY
1026 W BROADWAY, SPOKANE A 99260-017 HONE (509)456-3600 FAX (509)324-3478
Rji)n WI"IHOU'T' FUNDS-
L~ C S I~J ~ -REQUEST Wl N BH _
A'S~-~/C~~CK # RECENED BY v~ ~.i: DATE
~~r avs • ~
W
ork
~ . ~ . , , . ~ . . .
~~ORTHW~. ~~T . . _ : . ~
~ , . - . . _ . . . Autho.rizatlon . .
: 3628 Ea'st Ferry ' • , - , • , ' _ - _ - - • ~ , - ~ ` , . ~ . -
. Spokane,.Washington 99202 - • • . . . • , . . • • ~ '
. . . (509) 534-9711' - - . ' . - . , ~ ~ . . - ' . . . - ~ , , , _ , ' .
Please review ~#his information carefuliy,lo verify the mutual understanding and ierms of thi"s Work Aufhorization.
Att achmerits'applicable ,to this Work Authorization are checked. Provisions of applicable aitachments are heteby made a
part of this Work- Authorizaiion.• ~ Please return a signed original Work,Auihorization -to STt Northwest to auihorize ihe
work to begin, ' . , , , • . , . , . . . , . ' ' . , • ~ , . " .
1. • PROJECT INFORMATION•
Client Name: Phone: - (509)467-7400 - ~
- Billing Address: 8205_ North Division Street ; Svotc.ane, Washington 99208 • .
. Glient's Representati"ve:. Mike 'Hume . ~ ~ . • ~ - • Phone: (509)467-7400 . . _ ~
- • ~ • . . , Y . . , , . , _ ,
~ -Representaiive`s Address: Same as above
Work-Description: Constriiction insvection and material-testin.z ver Attachment °A". '
~ Location of.Work: ~ 4th LonR Road
, • ' ` . ~ - " , . - ' . . • , " ,
Client Will Provide: Avproved plans, permits ~and.processing` fees. • ~ _ ~ ' , . -
2: APPLICABLE.ATTACHMENT ' ~ ~ ' ' • . - ~ • ~ • _ , ' . , , ' . ~
. ' ~Attachments which apply io ihis Work~Auihorizaiion, must be checked.
' . , DETAILED DESCRIPTION OF-WORK:.: : SEE ATTACHMENT °A° ~i. - ' - ~ ' - -
NOTICE TO OWNER: SEE-ATTACHMENT "C"
~ ~ • - - - - . . - ~ . - Of~EClAL PU811C OOCUMEIJt .
, • 3. . PROPOSED FEE. - ' . . , • ~ . . - ~ . . • " _ • SPQKAAIE COUM "NEER'S'OfRGE' ,
BASIC SERVICES FEE: ~ . . • 15, 935- ver .Attachmentt' "A" - ' ~ ~ •
- - ~ ~ - . . . . _ . . ~ . r~ o
. ~ . .
~ SPECIAL ;SERVICES Recommended-Budget: -0aaEC , - - • ' N~~ - ,
~ PROCESSI(VG FEES Recomrriended~Budgel:~ - ~ - ~ ~ N/A - ~ ~ '
~ - ;
~ . 4-. EXECUTION OF WORK AUTHORIZATION ~ , . " . . - • . ~RETURN T0 COU NTY7 GINEEii
~ TFie'CLIENT•confr'ms that he'has received copies of all applicable*attachments.as indicated:above and _all, fve pages
' I~..•y ...i_ , - .
.:.of,this Work`Authorization form ~and {hat-atl information'includecf in.ttie.lNork Authorization is true and correct ; . ,
~f, . , . ~ ~L~-,• . :f-. ~ ~ :
' CLIENT: . I g ~q~
~•1l ~ . • ~ • - _
' , _ • 'gy. , - ~ ~ ~ . l - - . . _ - • ~ " . - ' . • , - • ~ - Date:
. , _ . . - . .-7
•-~-ENGIPIE TI' 'pFiW T - , . : , . • ~ ~ ~ , ; : • , ~ . - -.I ' .
By: . _ - . - ~ Tiile: Vice `Piesident --Date: l ~''•~~~,v '
• " - W.A. Received from CLIE _ ~ ~ • - ~ . ` • • • • ~ . ~ Date W.A. Proposed: 11 02j~00- - •
Job Name: Loueviev -lnsuection. ~ . ' ~ • Job No. - • ~ - ~
44ECE(VED
• ' . ' ' - ' ~ ' _ S77 WORKAUTHORIZATION r . . - • • -
= . -=NOV 0,3 ZOOO, •PAGEIOFS. ~ , • ~ " ' .
. . . . , . . . . • . . . REV 10/00
. • ~ , ~ - - ' . , . ' .
- ' . . SPOKANE COUNTY ENGINEER . - , . , ' - _ ' ~ ~ ' • - - , - - , ' . ' . '
• ; , , . ' ` . . ' . • • . . ` ^ - ' _ l ' ` • • • • ~ e ' • ' + _ 1 • n. y, • Y• .`t. . _ i ' ^ Y I _ ` ~ ~ ! ^ . , -l.
l t ~ . . ~ ~ . ~ • I..'. l
~ ' ' ~ , • _ • , r - ' . . , . Y . ~ . , . ~ ' - ' ~ _~3' -
~ 5: BA31C SERVICES AND SPECIAL 3itRVICES - ~ ~ ~ ~ ` = ~ ~ - . • ~i'• • -
• ~ . , ' . • • ' .
EngiReering BASIG''SERVICES.shall'be those services which are well defined at theiime of executiori,of ihe VVORK
.--'AUTHORIZATION anii.for which'STl Northwest,, hereinafter referreif'fo as tfie'ENGINEER, can':estabiish' a. fxed~~fe,e~
maximum . budget to- perform BASIC 'SERVICES: Untess, other,wise noted; :ihe BASIC FEE- shall 'represent_ full
compensation for;pertormance,of~the'BASIC-SERVICES on a orle:time ority basis...-The: ENGINEER'may perform'.:.
additional seivices,in addition to the.BASIC'SERVtCES„when the:scope of. the work required exteeds ih.e~ BASIG•= .
~ SERVICES'outlined•.in-this Work,'Authorization;,when applicable,'and~Attachment'"A".; These'~dditional.serviCes-.,
shall be referred4o as SPECIAL SERVECES;and sFiall be_ perfor'rried'as iieeded'.or' as requested~ by the•CLIENT, or hi~
agent on a time`and:experise basis.' SPECIAL-SERVICES FEES based,on time,and:expense shall'mean thatZtie-fee ~
chargeci is comPuted'-based.on the fotal riumber of hou"rs- required'by,:each~employee.to:aecomplish"the•required*ar,'vork,-
plus an- allowance~ for overhead and proft; pttis'expense.s ;directly attributable to the -job • as -outi I iried. belbw.•=+ Fees.: -
~ . ciiarged for-SPECIAL SERVICES shall, tie iri addilion xo the BASIC FEE. ~ ~ ~ ~ • . ~ ~ ~ . ~ ' - ~ _
, . ' ~ . ~ • . ' ~ - • • ' 4 ~ • ✓ ' ~ ` - . . ~ - . • " •
- 6:- . FEES FOR,BASIC-SERVICES • , , . ~ - _ . - ° . . ` - - ; . : ' . . , . . . ' ~ ; - , . .
.
The tNGINEER will.presenf the. CUENT w.ith an iiemized invoice each month for'BASIC •SERVICES.performed fhe-
. previous rrionth: - The amount of the BASIC SER1/ICES FEE cfiarged-each month'sMall be based on amount:oftime,
' artd expenses expended each •month but the °aggregate of•.aII BAS,IC SERVICES FEES. -cFiarged on, my •invoices
shall- not exceecJ ttie~total BASIC-SERVICESFEE authorized herein.
, , . , t . _ . . - . - , . - . .
: _7: ' FEES FOR SPECI/XL_SERVICESr ~ - ; ' , ` , . . . - : . : ~ , , ' < " _ , _ • ,
When ttie'services provided-by the_ENGI~NEER are_ not included in'the BASIC SERVICES description of.work; then '
the workwill 'be billed to the'CLIENT as,.SPECIAL SERICES tiased, on the,amount of time and:.experlses experided• ~
_ ~ . each month to*rform the,SPECIAL_SERVICES.
_ . , , , _ . . . . _ • . • - . ~ - ,
8. -COMPUTATION•OF. TIME AND EXPENSE ~ ~ . , ~ ' ; ~ - : ! ~ ~ _ , ~ - ~ ~ : ~ •
' To compute the TIME portion of ihe_'fee,'the total number of hours -requireii; by each employee'to accomplish 'the .
- • required,work shall be multiplied,by each eiriployee's job classifcation hourly billing rate. The hourly billing4ate shall
..include the cost oi wages,;payroll taxes, personal_ property taxes, employee benefiis,,office reni„teleph,'one-charges,. :
rbutine, postage expenses, check-print& arid document• size copies-used intemally to;produce the virork, depreciatiori
of.equiprinent, miscellaneous office anil drafting supplies,-coinputer.s,_ploiters,''survex equipment, software, veFiicular'..'
• expenses incurred,within metropolitan Spokane,or-Coeurd'Alene area, adr~inistrative.overhead;,and profit:
- ' _ ~ ' --±i- - PatFixl~, )q~r'~,~,?~ " " ' ' _ ' ' ' - ' , ' ~ ~ . ~ -Y, _
. . • ~T,he~ i_iaxi~m~t`iou~~y,r}r~~~I~~g`~rates by job classifcation are'as-follows: c . • - ~ . • ~ - _ ~ ' , .
: i v~,~r ~~iii . , ~ - ` . .
- ~.3~~, y.:,•-~ a~a . , _ ~ , . . . „ . , . • _ - " _ "
- •
Rate~ . ,
. ~ ' -Job~Classifcati'o',~ Hourlv Billina-Rate. - - ~ Job Classifn_. :-,:--HourlW Billina,•
Principal Engineer""-~ '$125:00 ~ • ~ 2-Man SuFVey.Crew w/ Equipment ` - ;$1 1'5:00=-. ' , • ~
T~~t ~~pq-- .
~ Project;E.rigineqr Registered Larid' $ur."veyor,.~ . ~ . ~ 95.00
. Design'Engineer~- = , • .7000 DtaftsmatVlnspectorr, b5_00;:;-=.` ` .
Junior. Engineer,- ; Y • _ :60.00, ' r35.00~ .
~ - • Seriior,Planner, 100.00"- ~Associate,Planrier-.°,:- -,7.5.004~ - .
~ ~ =r":.' - - - ~t • , - . ` < : , , _ ~ , . ~ ~ - - . ; .
:.The EXPENSE-portion'of the"fee~will be,for out•of pocket. EXPENSES,`directty, chargeable to,the p'rojectples,- '
' 1. .
EXPENSES wtiich'wrill be%cfiarged_irr`-addition to.charges for time~a~e~as folloi~vvs:•; ~ ' , ~ ' ~ ~ ~ ~ ~ ~ ' _ ~ •
' " : <<:.-- . : _ ~ : :~y=~.'__ '~,..~=;y,'•• i~- .
A.' --Use df equipmentrented:especia'llyfor,the:pro}ect~in question.will be,-0argeat invoice cost•plus~15°~.~:
B:. Ti*aVel- related*tQ the_Project outsidethe mn~Spokane orCd~urd'Alene.ar'eawill.b,e cha'rged3at'$O.SO-per'=•
•~~mile..~."..•, , _ . . . . . . , ' :
' C.- -pe~dre{n EXPENSES'for irayel;- lodging+or meals_for 3TI Norttiwest`ertiployeeswh~n`preSse~iFe.of,'empldyee~is;
• . required'outside the metropolitarrSpokan,e orCoeur ,deAlene area,~ !cfiarg~d:a$ cdst'ptt~l5~.~.' ~ :
' . • ~D:'.Prints or-docuinent'size, copies produceci,forthe"us.of CLIENT,ort~'is~agents'will-,tie charged;~aCthe,,following~
~"-rates:, Blueline Prints; (24X36) _ $4.00/sheet;.Sepia 2nd:Origi'nals (236}`°=' $10:00/sheet; Document• 3ize:copy*;:
(8.5X1~1 or 8.SX1,4) _ $0.15/sheet:- . _ . - , ~ ~ - ` _ . ~ - : ~ • ~ ~ , ~ .
E: ,Material directly-attributed.to the project, such as maps, sunrey~stakes, survey rrionuments,_monuinent,'cases;•.~
~etc;; will 4e°charged at cost plus 15%. ' - ~ . • = - . i• °i,-.;.,~.}h; _ .
. F. Fees or.EXPENSES paid by STI,Nortliwest on behalf of.the CLIENTwill be charged at~cost plus - -
. . „ . . ' . ~ - ' • . , ' ' $77 WORKAiTI'fIOR]ZATION_ ,JUf~~
PAGEZOFS
, ` - - ` , . ' - - ~ , . ~ ' , . ' , - , • •REV 10/00 .
' : . , ~ . , - l . ' ~ ' . , - ~ _ . ~ ' ' ~ , 4 ' ' - • . , . - . , s . . 1 • ' ~ ' ' ' ' , . .
. - . , . : - - - . ' - . ' - . . • . . .
„ ; . _MONTHLY.BILLING PROCEDURE AND FORIVIAT , • , ' . , ' ' , " - '.The ENGINEER_virill present the CLIENT with 'an invoice each month with: BASIC FEES iiemized separaiely from'
" SPECIAL SERVICES;FEES - and, EXPENSES. Charges will be itemized. by 'category: of work' performed by all,_•
emplojrees collectively,;but will~ NOT be iiemized showing each employee's billing rate.and,number,of hours worked:
•"-on the pioject. Informaiion -detailing employee"billing rates arid ihe exad number of hours,worked on ttieCL1ENT'S
projecf will Oe made- available to, the CLIENT, if requested. Charges fot EXPENSES will be itemized monthly on each
Monthly- invoices a*re -d'ue '-and payable upon •presentaiion and -arepast,, due: 30 days_ following the invoice date_
.'~Interest at the rate of 1'.% per monih will be charged ,on all pasi due.accounts wiih interesi being _calculated4rom. the
invoice daie.."Interest willbe compounded monthly. 'The CLIENT agrees ta Pay all reasonable attorney's fees and/of collection' costs incurred to collect past due .amounts. VNORK MAY BE SUSPENDED ON. ANY: PROJECT, T.i-IAT gECOMES 60 DAYS -PAST DUE. ~ WOF2K WILL NOT RESUME UNTIL THE ACCOUNT IS PAID TO. A CURRENT,
STATUS. _ ' - , - _ • , . . _ . , - . . , - . ; _
, . With'in 30 dawafter'the invoice date of any invoice sent by-the ENGINEER to lFie CL-IENT pursuani to this project, -
,ttie. CLIENT shall 'give written notice for any claimed deficiencies, defects, or: lack of, performance with respect 10 .
_services.covered.tiy.said invoice; oiherwise, said services shall be due according to,its terms as an account'stated:
'Tfie purpose of:ttiis provision -is to• provide a means of prompt notice so ttiat ttie ENGIfVEER will. not be prejudiced
:.and can•act expeditiously to:resolve any claimed defects, deficiencies,;or lack bf performance. , , 10. AUTHORITY;. • , • . . . ; . . • . , - ' - . . . : _ , , ,
. In.ihe case`of'conflicts between ihe WORK AUTHORIZATION-form and its ATTACHMENTS or'AMENDMENTS, We,
following order shall prev.ail with the higher document'taking precedence over a documenf listed und"emeath. -
` •-A. •AMENDMENT to the WORK AUTHO,RIZATION • • . • - ' . , • _ . - ~ .',B.- _SPECIAL~PROVISIONS to the WORK AUTHORIZATION (Attachment °B').' • - ' _ " ' ' . ' _ - ' C.- DETAILED DESCRIFTION•OF WORK (Attachment °A") " . ` • ; . . - ' ,
D. Executed WORK AUTHORIZATION form ' • - ' . .
11:GENERAL PERFORMANCE PROVISIOIVS - ; . , - " A. STI NORTHWEST, hetein-,referred to as ENGINEER, agrees to perform professional seivices as described in
this: WORFC AUTHORIZATION.includ'mg applicable attachments for the •CLIENT; and the CLIENT, agrees to : employ and compensate the ENGINEER in accAance wiih ihe terms of ttie WORK AUTHORIZATION: ; .
'B. During the perfomiance,of services covered by this WORK AUTMORIZATION, the'scope of the ENGINEER'S
services and cbmpensatiori thereon may be.adjusted by, mutually agreed uRon amendments. .
' r. • . • • - ' . : ' - - •p •
. . 1 • ' i • ,
: C:, Tliis-11UOFttC i4UTHORIZATION shall be god •by,ihe 'laws of the jurisdiction,of the project for•which the work
:.is being'performed or when~the~e is'rio'project site,-then the jurisdiction where.the work is perfoRned:
,D::If,~ttiiougti:no.fault of.the'ENGINEER,'woiic,eontemplated underthe V110RKAUTHORIZATION'eictends, longe'r ° .
• :.than,;tw&lve'rrionths.from the date of'exeeutioR of said WO.RK AUTHORIZATION,'the,un-billed- BASIC FEE (if- -
_ applicable),, SPECIAL "8ERVICES 'billing ,rates; and/or expense. items; majr: be increased as mutually agreed for _
each,year-the WORI( AUTHORIZATION femains iri effect past;the frst~jrear,:to reflect the-increased•cost Of; . . . . . • - • S J .
- ; ' - • doing business;and/or changed conditions. : : . ' _ - ; ` ; • , "..E.f'•T,his WORK-AUTHORIZATION may,be, teiminated by,the CLIENT; orattie ENGINEER, by-giving wriiten'notice_'' r•.;'seven days' in_advance of'the ieRnination- date; tiy: mutual agreement;,or• as- a result- ofsubstantial ,failure,t'o ;
perfomn, in acrordance„with'the terms of, the VVORK AUTHORIZATION by. the .other party through no fautt of'ihe
. tErminaiirig -party." If; for_any;reason this WOfti( AUTHORIZATION is.terminated;- the ENGINEER shall'be~paid
for iFie extent of services performed by him~o the termination;date including:reimbursa6le expenses ihen due.. • ,
, .:.F:The~drav►iing originals;•"electronic,fles, specifeations,,,reporls, and,general,project files~ produced in pursuit:of the :inrork _contemplated under this :WORKAUT.HORIZATION sh'all remairr in, the p"roperty ;of llie ENGINEER: - The - CLIENT. shall be eniitled to one set of approved, blueline, prinis,:`specifications; reports, etc:; applicable to his
particular WORK.AUTHORIZATION,;.as,_pari of ttie BASIC FEE. The CLIENT shall be entitted toadditional
copies and/or secondoriginals of drawings, specifcations;•reports and projeci'fles for the cost of handling and ,
" ' - . " - . ' ' • STI WORK AUTHORIZATION ' " ' . . • . ' ; .
• , . , . ; . . • ' • • ' ' _ PAGE 3 OF 5 , . . - . . -
• - - • • - ` " - - , - ' - , . . , • REV 10/00+ .
' - _ . ' . , • • . . - - , • ' , . , • , , . ' ' - i - • . , ' ' .
reproduction of~.'said documents; provid~ed that'the" CL'IENT=is: in • compl'iarice.with. ottier terms.of the WORK . . AUTHORIZATIOtV: - The.cosl of reproduciion of said'additional documents shall be in addition to the BASIC FEE..
-
. Electronic fles createii- by, the,, ENGINEER - in the. protluction of the :CLIEIVT'S work contains proprietary
. information,•which isthe sote,:pr'operty of the ENGINEEa. . Electronic.files shall be;the,sole proPerty of,the .
ENGINEER=and will be released to the CLIENT'or the CLIENTS_agent.solely' at the'discretion of,the ENGINEER:
G. In the.eventthat theCLIENT p~ovides erroneous. information to iFie*-ENGINEER; or revises information •
. ' previously provided, creating a situation. wh'ere the ENGINEEFt has qerformed work that must be. corrected by
the ENGINEER; then• all such work will be.billed to'the CLIENT- as a SPECIAL SERVICE:-, It is furiher understood
• that- the CLIENT shall tiold the ENGINEER HARML'ESS froin,.alf 'liabilities, which may, accrue to the ENGINEER .
• ; ' , - as a result of:said erroneous `or revised information: . _ . . , : • - ; ; " - • , : - • "
12. ENGINEER RESPONSIBILITIES • ' - • _ . , . ' ' -
. • . „ , . - - ' ' '
A. The ENGINEER will act as the CUENT'S agent wiib respect io tliose phases of the.project to which this WORK ,
. - : AUTHORIZATION applies.. . . , , , . . ' • - ; , ' . • • " , ' • ' - :
B. The ENGINEER will perform his work. in 'a: timely manner, but it is a,gteedupon: between• the parties "to this •
WORK'Al.1THOFtIZATION that,the ENGINtER is not responsible for, delays -caused by factors beyond his
control, or by.factors which could nof eeasonably. have beert foreseen at the"time•this WORK-AUTHORIZATION ' • , was -executeri_ It is agreed thai "timely mariner"'-shall mean a time frame roughly equal to.that, taken by -other -engineers. on similar projects urider similar condition'"s, requiring similarapprovals from-similar agencies. C. The= ENGIIVEER, will perforin his work in 'accordance with -generally accepted professional practices and_ in
•accordance with available published slandards'of approving'agencies and makes no otherwarranty. . •
, . - ; , , , _ . • • - _
. D. It is understood that the ENGINEER'shall.be responsibte for services provided by personnel in his direct employ-
, ' and that the ENGINEER does not guarantee the perFormance of'ariy ottier contr.actor associated with-ihis project.,
. . , , , . . „ . . . , . . - - . - .
E.. It is understood ihat the ENGINEER- is not"responsible for directing• the CLIENT`S contractor or- foc scheduling
' consiruction activities. : - • _ ~ , . - ~ . . ' : ' ` : - ,
F. . It is und'ersiood ihat the ENGINEER shall not' be responsible to coordinate with uiility companies for the design
and installation-of electrical service, telephone service, cable TV..service,, street,lighting,or other utilities which'
the CUENT may require.
13. CLIENT RESPONSIBILITIES : _ : . • ; • . . - - , , ` . - - . . . - . . • • - .
. A. The CL'IENT will provide all,criteria and ;full- information as to his requirements 'for, the project". The•CLIENT vAll ~
assist,the ENGINEER by'plaCing: at•his disposal all, , availatile written; data. pertinen# Jo the `siie of the project . .
• iricluding. previous reports, corresponde6ce-V'vitH public or-private• agencfes ot individuals, topographia maps, of
s_and-right-of-way•surveys, soils;_repoi'ts;.protectiv,e covenaMs; and
surveythe:project,area;`pertinent boundary
' -
: any other`material_of a tectinical nature.:pertinent to the project site virhich',may be:requi red.
B. , TFie. CLIENT; will examine `aU studies,:reports,~ , sketches,' specifcations,;; drawings; agreemeMs" and other
docuinents"presented. by.the ENGINEER to the= CUEN7: The CLIENT'will 'give'prompt',written `~otice' tothe
. ENGINEER-whenever-he'observe's•orotheFwise'becomes av+rare of defects pertaining,to.the ENGINEER'S work :
' _ . ori the praject., " . - - • . . " ' • - - - • . , •
, Wthin 30 •ciays after the: invoice date 'of ariy invpice- sent by the 'ENGINEER to4the=CL'IENT pursuant to xhis ~
WQRK.AUTHORIZAT{ON, the CLIENT shall,give-written notice to~ihe EtVGINEER of.anyclaimed defieiencies; .
defects,~or lack of ~performance with ~espect.~to "senriees-cflvered b~~said=invoice; bthervvise,- paynnent for said.
services shall tie',due according to tfie terms,of,the- VVORK~AUTHORIZATION.:The purpose-of,~th'ese provisions,•
, are ~to pror~'ide a' means 'of. , proinpt -notice. {o- ihe; ENGINEER~ so,• fhat Fie. will_ not- be prejudiced-'and cari `act ,
expeditiousty to resolve any claimed defects, d'e`fciencies,~or lack'of perforrhance: - • ' , - _ - • • . _ - , . _ • ' - . . .
,
- C. The 'CLIENT will designate, in vyiiting a, person to• act• as,his' representative with 'Tespect W;the ENGINEER'S'
servicesto be performed under this• WORK AUTHORIZATION: -Such .person shall haye• authoriiyrto transmit insiructions, 'teceive information:~for the CLIENT; - receiVe • and -review the ~ENGINEER'S invoices; : and interp~et
. and defne the CLIENT'S policies a[id decisiorls '.wiih respect to_ the ENGINEER'S seivices cover,ed. by this
WORK AUTHORIZATtON. ' " . . ' ; • • - . . - ' - • ,
S'I7 WORK AU7`HORIZATION • • _ ' . . _ 4 '
' _ . . ' • - ' . . . : PAGE 4 OF 5.
, ' . , , . ' ` . ' _ . . ' " . - - - , • . , REy 10/00.
` • . , , - - . ; , " . . . . _ . ' - . - : - : . : -
. . ~ . ~,t_• , t n _ ` , , v ' . • • .Y.. . r, ' . ` ' . • . . • • • ,
~ D. The.CLIENT virill be responsible'to makef.Orovisibris for'th'e ENGINEER,S legai access-to private lands as,maje' be
- - •:requiredtoperform reyuired-services under this:WORK.AUTHORIZ.ATION. - . ; : • . , : ~ •
` . ' . . _ . • . • . • • _ " ' • L - • ' ` . '
t ' . . ' ' " . • ' •
, E.' 'The~,CLIENT,willbe responsible'focthe preparation and%or legal review of any contracts or other legal documents~..' :
~ ~whicti may, be requir,ed in pursuit of,work conteinpl'ated _by~this VVORFC AUTHORIZATION.: • , , . • . • . . ;
-.•;F.'- The CLIENT will'advise his'contractor of ihe coniractors responsibilitjr tb prvtect all suivey.stakes, monuments,
• markers, and ~eference'points. The CLIENT or-his contractor shall be.responsiblelo• notifjr the ENGINEER three .
, workirig"iiays in advance-of.ihe requirement'for•the~piacement of construction stakes, as-built surveys and/or_,'::
. . inspedions_ VVliile it'',is-understood by'the_ ENGINEER and ihe'CL-IENT.that siiualiori s'may arise-where tree
- working.days advance-notice"may not be praciical, the notice p~ovision-is established tb aid in.the deter'minatibn,
of wtiettier _oveiiirrie ctiarges'are justified.by ttie EfVGINEER. It is, furttier under'stood, thai in the cases-.where
propet notice is not practical, the ENGIIVEER• inrill. rriake• every reasonable .effort, including over-time hours;, to' .
~ y ; aECOmmodate thelCLIENT'S schedule.' - - . . ~ - • . • , , - . ~ G. %:The -CLIENT will execute'on•a timelybasis•all'appropriate_documents ~equired pursuant io the•fulfillment: of=ihe.~, _
ENGINEER'S'aqd CLIENT'S responsibilities under this V,VORK AUTHORIZA.T.ION. H. TFie CLIENT:will 'provide.further,infoimation or fees o,n a timely basis; as required. :This informaiionand/or`-fee .
may include, but- is not limiied to; the following: ; : ~ • . ' , ; : ' ` . .
1. :Sewer T.V:Jees • ' . . , . • , , ' • _ , ` - . . '
. • ` ~2; Application and processing fees • - _ • . - ' ' ' • - ~ 3.• Agency design review #ees . . , . . ' ' - . _ ' . - . " ' . : - - , - .
4.. ".Cost`of pririting~and mailing,d'ocuments and.repons-' ~ • • . ' - ' ;
.5:. Othe~ feesnot.specifcally discusse'd.elsewhere.'in:this WORK AUTHORIZATION. ~ . , - - ' , • • • ' ' • : • - . • . . . . .
'~,•I. It shall be ihe CLIENT.S,responsibility to make arrarigement. with appropriate utilitycompanies,for the design and
'insiallaiion~of utilities which may tie required'io be installed concurrent with'street,'storm-drainage,-sewer, wafer
or -other facility'.beirig designed and/or, inspeGted:, by'the ENGINEER. Said utilities may include;', but, are,not •
~limited to, eleet'rical•power service, telephone service,.cAle TV.seniice; 'or.street.lighting.
,
~ ..'J.'-. It is- specifically;.understood that the CLIENT.h'as -not:retained.'ihe .ENGINEER as a: consiruction manager,
. -responsible'for directing the.CLIENT'S'contractor and/.or scheduling cvnstruction activities. TFie CLIENT-shall'be ,
; • _ ' responle;to proyide his contraciors wiih current approved plans and specifications. ; . , - ;
• - 13. WORKING'HOURS-AND OVERTIME:'- ' . , . - . . , , : • • • . . ` - ' . • , •
• . . • : , . ` = . _ : • . - . , ..J
. , : ' It is76nclerstood that 'the-ENGINEER'S- regular^working liours'.for all of-his: employees is eight,hours 'per'day and• forty
- • :-Fiou'rs• per.viieek, less.paid,-holiday-hours;which--may.occurin,a particular.week. ' Regular work,days ar.e Monday •
,•ihrough" Friday. The, ENGINEER'S: esfatilisfied•,paid:holidays are as follows; New -Year-s Day, Washington's.'•
',Birthday; Memorial- Day;.the Fouith of July, Labor Day;:ThariksgiVing, and,Christmas.: , . , ' ; ~ • _ . - . - . -1-. - . . • , - ~ i , . . : . . _ . . - - - . : • -
c: . - ' . ' ' . . . - . ~ '
J::; Vflfieri;.at-the--discreiion:of,the'ENGIIVEER; the ,ENGINEER'S o~ce=wide ~i►vork I'oad reaches a- IeJel where-more-than
",•,.regular worlcing, hours are required to• accomplish,tliework•'on a•-timely*basis; and wFieri the CLIENT'has giuen~pr,oper:.:
riotice of,work`fo. be,peiforriie~l;,the EIVGINEER'may,?*elect~ to ,require his employees' to worki~, excess of, tlie.,regulaF
rwoiicing.,hours-and.ch~rge-forall.work afthe=regular~working hour billing.rate., • - - - "r. ,
: . : : , , . _ . , . : • - • • -
. - , . . , _ , . ° ' . - , r - . . , • :
howtKe•CLIENT~fails to:give:properf notice of work to be'qerforimed.or the volurrie of'work to.tie performedj~s';
- •,obviousty'in:excess*of;what; can ;be.performed;duringithe regular. working hours aJailable given,the ENGINEER:S.,••;-. ,
norrriower,level; then:.the.ENGINEER inay,fequire~his emplojrees to-.work in,ezcess,bf.the regular woilcing.;
•hours and eharge t}i~'Ct• IENT: for~fhe :e~ccess"hours at an-overtime rate"of 1:5 .tirries'the regufa"r billing rate.•:
' ..•.,If is- understood -ttiat.the..ENGINEER,S'FEE, fof~ASIC .SERVICES and th'e. hourly rates- for.SPECIAL SERVICES 'is a'•
k•'-`based on-being able;to.perform; nearly' all-work.proposed in,•full shifts•of eight.tiouis or•-mo~e.,.lf for,reasons beyohd.:;.i
~ -;the'cont~ol,_of.tFie;ENGItVEER,his"einploj+ees+cannot~perforrri the~proposed work substantiallyin eight.hour.shifts then, '
, - - -
: . the'ENGINEE : R'S-'FEE,may,be r.enegotiated to- allow fo
rovertime pay rates: • : • ^ - . • . . , _ - , . , • . •
~ wr r - ' ~ - ' ' . . _ . ' _ . ' . -4 - - : ' • .
. ; • .f, • ' . . •<+..'.;'.r_i,.'..•' . _ • . l z , ;.,r - .
. . ' • , ; , : . • . , STI , WORK XU'I'FIORIZATION • _ . . , ' .
AGE 5 OF S . .
' ; , . • , - ' - . . : . ' ' • . ' . . Rb'V 10/00 .
. • , . ' - ' . : • , , ~ r • • 'r • . ' • - . • _ ' ' . . . - . . " '
. , , ' - . . " • . . ' : a ' . , 4 , ' . : . . : _ ' , - • , •
i
2 2 ~
S ~ K A r.J s ~ C C) u zv TL'/Owcou
CJIVISICSI+i QF C~LrtNNINC A T7[L+[SION DF TF-dG P[J[3LFC WQRKS Z7CP.4RTMGNf[' ~r~
MICi-IAFL V IVEEDHAM, DIREC"E'C']R GA[tY C]BEftG, DIRELTUR
MEMOR.ANDUM
TfJ: Division of Engineering and Raads, Transportation Engineering,
Scott geeer~""`in'~'nd~Zo l~p~~►e~"it~.5ei:v,ices;~3}i~1~~IF~iemiri
❑ivision of Utiiities, Information Services, .lim Red
Divisican v£ Utilities, Stormwater Utility, Brenda Sirns
Spokane Regionai Heatth District, Steve Holderby
Spokane Gounty Fire District Na. 1
Consolidated Irrigatian District No. 19
Central Valley 5chaol I]istrict #356
J-P,
FRUM: James Richardsan, Assaeiate Planner
T}ATE: February+ 22, 2001
RE; Froposed Final Plat of Langview PiID; PE-T87fl-fIDIFUDE-2-Q0
Enclosed f nd copies of fihe above referenced prQposed FINAL plat to establish 52 singPe
family residential lots vn 11.2 acres. The subdivisic,n is located east of and adjacent tQ
Tschirley RQad and west 6f and adjacent to Long Road, appraximately 770 feet south af
Sprague Avenue in the NW `/a of Section 19, T25N, R45 EWM. Please review the
proposed final plat and forward any camments ta me by March 8, 2001. If you have any
questians you may cQntact ane at 477-71 68,
Yours in anticipatian.
Enclosures ,
cQpy w{a enclosures: Mike Hume; 8205 Narth Division; Spol:ane, WA 9920$
CLC A55oCIateS; 707 West 7" Avenue -#200; Spokane, WA 99204
h
~
1026 W BFtC7npWnY ■ SI'CtKANF„ WASHfNCTC3hl 99260-0220 ~
PraD►ve (5[)9] 477-7200 • FAx- (509) 477-2243 ■ TUD (509) 477-7133
I I
DRAINA►GE TECHNICAL REPORT
- far the
~
LONG11IEW PUD
CLG Np S000470
December' 2000
Prepared fvr:
Mike Hume
8205 N. ❑6visivn Street
5pokane, WA 99208
-Prepared By:
C. L. C. Assaciates, lnc.
_ 707 W. 7fh Avenue
' Suite 200
Spokane, WA 99204
; (509)455-684 0
I
DRAINAGE REPORT
~ for the
LONGVIEW PUD
Spokane County, Washington .
November, 2000
~,.r• -s~r:..: ~ ' . _
~;~The design improvements show in bhis set~;of;.pla~ns and calculations conform to the~a;pplicab e
:~editions of the Spokane Coun ,ty Standards-fo Road and Sewer Co sbruction and the Spoka e
C~'•uidelines for Stormwater Management:'.~All design de~iations ha~e been appr.oved by
;;the S okane Count,y Engineer. I approve tl~ese plans (catculations) for construction.. -
This report has been prepared by Nelson W. Ogren of CLC Associates, Inc. under the
direction of the undersigned professional engineerwhose seal and signature appear hereon.
p,N K S
~C¢oF NKAs y~~
~
~
OG 6212 V ~
FS,~FCISTER~~ C
5IO N ~L Q447 loo
' ~EXPIRES 05•18WOZ~
John F. Sawyers, P.E.
Longview PUD
Drainage Narrative
GENERAL
The proposed Longview PUD an 11.12 acre development of 53 residential lots, generally .
located in the NW 1/4 of Section 19, Township 25 North, Range 45 East, W.M. within
Spokane Counry, Washington. Specifically, the development is located adjacent to and west
, of Long Road, adjacent to and east of Tschirley Road, between 2"d and 4`" Avenues, within
the Spokane Valley. The site is presently vacantwith pasture land forgrazing. A vicinity map
has been included within the technical Appendix of this document for reference.
PURPOSE
The purpose of this report is to determine the extent of storm drainage facilities which will be
required to treat and dispose of the stormwater runoff created by the development of the
Longview PUD. The storm drainage facilities on this project have been designed in general
accordance with the Spokane Countv Guidelines for Stormwater Manapement to convey and
dispose of runofffrom a 10-yeardesign storm eventfor basins with onsite runoffonly. The 50-
year storm event was used for those basins or combination of basins with any offsite runoff.
ANALYSIS METHODOLOGY
The Rational Method was used to determine the peak discharges and runoffvolumes for all
basins created by ordraining into the proposed development. Weighted Runoff Coefficients,
"C" Factors, were used in all time of concentration and peak flow calculations. Forthis project,
the Intensity, Duration, and Frequency (IDF) curves from Spokane, Medical Lake, Reardon,
Cheney and Rockford areas were used.
The Longview PUD development is within the Aquifer Sensitive Area of Spokane County and
is therefore subject to'208' treatment requirements.
TOPOGRAPHY
As can be seen from the basin map enclosed, the site is flat to rolling, with slopes ranging
from flat to 3 percent. The existing site naturally drains from southeast to northwest. The natural
topography was used as much as possible to route storm drainage. No concentrated pre-
existing flows were observed, norwere there any signs that anything otherthan sheetflow and
ground absorption have occurred on this site.
CL C ASSOCIATES. INC 1 LONGVIEW PUD
SOILS
SCS Classifications
As can be seen from the accompanying soils map from the Spokane County Soils Survey as
performed by the SCS, the site consists of one soil type, within the Class B designation.
GgA - Garrison gravelly loam, 0 to 5 percent slopes: This complex of soil is a somewhat
excessively drained soil formed from a variety of igneous rock. Surface n.inoff is slow, and the
hazard of erosion is slight. The Saokane Countv Guidelines for Stormwater Manaqement
indicate this to be a Type B Soil Group and pre-approved for standard drywell disposal.
Onsite Soils Investigation
Subsurface investigation test pits were excavated in the general locations of the onsite
drainage ponds by members of the STI Northwest technical staff. The test pit logs indicate that
the native soils encountered are consistent with the soils listed in the SCS Survey. A site map
showing the test pit locations and the test pit logs are provided in the Appendix.
DRA/NAGE CALCULATIONS SUMMARY
Offsite Basin Limits
Based on the general geographictendencies surrounding this site, offsite flows from the south
enter onto the site. The offsite basin limits were determined from numerous site visits and the
existing ground contours observed during the 8Ih and Long sewer project. A 60-scale basin
map, showing basin limits, time of concentration routes and tract locations, is provided at the
back of this document.
Onsite Basin Limits
All runoff within each drainage basin will be collected in the streets and conveyed to the
various drainage facilities and ponds. From high points in the proposed road improvements,
assumed lot grading and tract locations, the proposed Longview PUD development was
divided into 4 major drainage basins (1 - 4). Basins 1, 2 and 3 were further divided into sub-
basins based on inlet locations. A basin map, showing the individual basin limits, is provided
at the back of this document.
CLC ASSOC/ATES, INC. 2 LONGVIEW PUD
Peak Flow Calculations
Rational Method drainage calculations were performed in general accordance with the
Spokane Countv Guidelines for Stormwater Manaaement to determine the runoff volumesand
flow rates for each basin. Weighted runoff coefficients, "C" Factors, were calculated foreach
basin, based on the surface areas, surface types and runoff coefficients described in Table
, 1 of the Stormwater Guidelines. The table labeled "Surface Quantities," provided in the
Appendix, lists the surface areas, runoff coefficients for each surface type and the weighted
runoff coefficients for each basin. Peak flow rates were determined for each sub-basin and
major basin for eitherthe 10 or 50-year storm event, depending on the addition of offsite flows.
The sub-basin peak flow rates were used in the following inlet and pipe calculations. The Peak
Flow calculation worksheets are provided in the Appendix.
`208' Treatment Calculations
For this development, the storm drainage ponds are located in tract areas. As shown on the
basin map, Tracts A, C, D and E will be used for storm drainage storage ponds. Minimum
pond storage volumes were calculated in accordance with the'208' treatment requirements
specified in the Spokane Countv Guidelines for Stormwater Manaaement. The storage
volume for each pond was designed to adequately contain the runoff created by the first half
inch of rainfall upon the street, sidewalk and driveway impervious areas within the basin it
serves. The individual pond volumes provide water qualitytreatment to a depth of 0.50 to 0.67
feet. The table labeled "Ponds," provided in the Appendix, lists each pond bottom elevation
and area, side-slope ratio, and the outlet elevation and area. Treatment volumes provided
below the outlets were calculated using the Conic Method of Reservoir Volumes. Provided
treatment volumes are greaterthan the required treatmentvolumes for each drainage basin.
Bowstring Ca/culations
Bowstring calculations were performed forthe major basins to determine the required storage
volume for each major basin forthe designated storm event. Provided pond storage volumes,
shown in the bowstring calculations, were determined using a 0.90 foot depth for the ponds
in Tracts D and E(both have an outlet structure), and a 0.50 foot depth for the pond in Tract
C(without an outlet structure). To provide adequate storage within Tract A, a 2'tall retaining
wall will provide the additional storage beyond the treatment volume. A copy of the details for
each storage volume situation has been included in the appendix. Storage volumes were
calculated using the Conic Method of ReservoirVolumes. The storage volumes provided are
greater than the require storage volumes determined through the bowstring calculations.
Bowstring calculation worksheets are included with the Peak Flow calculations, in the
Appendix.
CLC ASSOCIATES, INC 3 LONGVIEW PUD
,
Runoff volumes greaterthan the provided storage volumes will be disposed of, via subsurface
infiltration, with standard drywells. According to the Snokane Countv Guidelines for
Stormwater Manaaement, the flow capacities for Type A and Type 6 drywells in approved
soils are 0.3 and 1.0 cfs respectively. These values were used in the Bowstring calculations
/ as the minimum outflow rates, since the native soils were confirmed to be Type B soils.
Inlet Calculations
,
Inlet calculations were performed in general accordance with the Sookane Countv Guidelines
. for Stormwater Manaaement and the W.S.D.O.T. Hydraulic Manual to determine the runoff
received and by-pass flows for each inlet. By-pass flows calculated forthe inlets on continuous
' grades were added to the following downgrade inlet. Calculation worksheets for the
appropriate storm event for inlets on continuous grade and in sump conditions are provided
in the appendix.
I n accordance with Figure 37 of the Sookane Countv Guidelines for Stormwater Manaqement
the maximum flowwidth observed, during the 50-year storm event, was 10.9 feet, providing
a minimum of 17 feet of Non-Flood Zone Width. The minimum required width for local access
streets is 12 feet.
Pipe Ca/cu/ations
H.D.P.E. storm pipe was sized to convey the runoff received from all upstream inlets, and to
provide adequate headwaterdepth within each catch basin. On-site pipe flow schematics and
the pipe flow report for each storm sewer system is provided in the Appendix.
CONCLUSIDN
As demonstrated by the calculations and body of this report, the storm drainage facilities
provided in this design will adequately remove from the streets, provide necessary treatment, -
and dispose of the stormwater runoff for the 10 and 50-year design storms, where
appropriate, as required by Spokane County for the Longview PUD.
CLC ASSOClATES. INC. 4 I.ONGYIEW PUD
, APPENDIX
-
MAPS
VICIn1ty Map -
SoIIs Map No. 76 - -
DETAILS -
Typical Pand Details
Tract A Cross-Se.ction
TA6ILES ~ - ~ -f Surface Quantities -
S~
~ ,
- - ' P'onds
1"c-Characteristics =
~ OFipclA'AGE CAL+GULATI OM!S - ' - _
• . ' ~F'eak ,Fl,ovv and Bowstring Calculations
-lnlet a~d Pipe CaIculatians -
Rip Rap Calcul,ations
. NATIVE SUILS IN1lES'TIGATNDN
. ~ ' BAS [N MAP
. • 'y
f
I
VICIt4l-ry MAP
- 05 y- ~
06
02
~ ~
~ ElJGUO ~
~ DB M95SI ~
SPOt
- 1 ~ VALL
C~
16 is
p,~u
~~~EF,~
~E p-
RROJECT
L+DC AnC3N
16 24 _
30 a-, 29 ~
P
6 32N[?
34
3 33
~ 31 ~
3 ~ .
x
_ 5 ~
i SOILS MAP
SPQE(ANE CQUN7Y, WASHINGT(31V -~,~HEET Nl1MBER 76
R 44IE 9 R.45-E
- -t
rya°~l _ ~ d r-~t. e,s gr' i
i-' ; ~ ~~h.. , t t ° - ~ 1 = J, _ ~
r ~L
~ s
,
- _ - - ~
r 1~..
b
=I,
_ ~ ~ , -
K ~4
_ _
- y.
_~~ti ~ •yFs
~ ' ~ ~f•.. x s
- Rr' ~'-~r' - _ _ ~ -a _ • - ~a'
SCS 541L SUR1lEY +0F SP+DKANE ~OUNTY
SH EET 76
- • - - - ' - - - - - - - rnv+rnDE
MIN, BE
N OTE:
QRGafVIC CARBON TES71NG 15 REQUIREd FOR THE TqPSOiL
IF GLJTTER FLCIWLiNE IS GREATER THAN 4.5' ABOVE SDD
EASEMENT
OR R.O. W.
~ - DRAINAGE EASEHIENT A5 SPECIF'IED OIV PLAN
TOP OF BERM ELEV.= . GUTTER TOP OF CIJRQ ELEV. FLOWLINE 0
+.Z0 F7. 1.5" SQD DN TC}PSaIL, SOa CURB flRO'P
INSTALLED CDNCURREEVT WITH aLLED
QCCUPANCY OF ADJACENT HDUSE ~URB &
%//~i. GUT7ER
a MAX.
NORMAL GUTTER LINE . .
3.1 ( TYP) ~F
.5' .67'
- CONCRETE APRC]N
~ ~ , . , 4.. 7HICK P C.C
~ iF TWQ QR MORE CURB INLETS ARE USED, SET POND BDTTOM WI1 H
RESPECT 70 THE LOWEST CllRB INLET G1171'ER FLOWLINE ELEVA71QN 1"_ 3" TQP50lL ON
GRAQE{3 POND BOTTOM
GRADED PUND BOTTOM
SEC;-ndN1A1L MEW .71'- 88' BELQW
GUTTER F'LOWLINE
TYPiCAL "208" POND WITH OUT DRAlNAGE STRUCTURE
Nt7T TO SCALE
PRvvivr-D cuo VGwmt = LW GF.
PROVIDED STORM VOLUME = 200 C.F.
MIN. BERM ELEV. = 2035.66
N OTE: ORGANIC CARBON TESTING IS REQUIRED FOR THE TOPSOIL
IF THE DRYWELL GRATE IS GREATER THAN 0.5' ABOVE SOD
EASEMENT
' OR R.O.W.
DRAINAGE EASEMENT AS SPECIFIED ON PLAN
TOP OF BERM ELEV.= GUTTER
TOP OF CURB ELEV. FLOWLINE @
+.20 FT. 1.5" SOD ON TOPSOIL, SOD CURB OROP
. INSTALLED CONCURRENT WITH OLtED
OCCUPANCY OF ADJACENT HOUSE CURB &
GUTTER
3 MAX. •
1
NORMAL GUTTER LINE
.
• ; l
GRATE ELEVATION = •4' 3' 1 (TYP)
.5'-,67' •
RAINAGE 3: 1 ''lyqx CONCRETE APRON
STRUC,'TURE , . _ .
4" THICK P.C.C,
NOTE: ~
PROVIDE FIL.TER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN 1"-3" TOPSOIL ON
THE NATIVE SOIL AND THE WASHED DRAfN ROCK AND BETWEEN GRADED POND BOTTOM ~
THE WASHED DRAIN ROCK AND THE DRYWELL BARREL.
GRADED POND BOTTOM
~ IF TWO OR MORE CURB INLETS ARE USED, SET POND BOTTOM WITH 1.11'-1.28' BELOW
RESPECT TO THE LOWEST CURB INIET GUTtER FLOWLINE ELEVATION EDGE OF ASPHALT
SECTIONAL VIEW
TYPICAL 208" POND WITH DRAINAGE STRUCTURE 1
NOT TO SCALE • . . NC
ALLAN BLOCK
PL RETAINING WALL UNITS CL
I TOP OF WALL
~ ELEV=2034.00
2.5% MIN.
I ~
,
~ -----1 ~
,
~ I
Z
EM
IL POND BOTTOM
rn
~ ELEV=2032.00
o ED
~ TYPE B DRYYVELL
°o RIM ELEV=2032.50
0
00
0
N
~
~
'P POND CROSS-SECTION A-A 6
N
'<o N.T.S. 10
~ -
a~
V;
rn
3
~ -
0
~
v
0
0
0
~
~
~
U .
~
O
~
a
~
c
cu
J
- - i , i i
LONGVaEW S0470
Surface Quantities 1 113QIO0
NW C3
RATI{JNAL NkETHOD
`7; . . .,-='y': 'v - •~l'~ - . ,y~_ , . r . . 148 A t - •
% r, ' _?r°~~:AF~Ei4;;'.__,° •`~„`=~g ~~.~y ; ',i~,`~ - ~ "51DE;`~LK,' ,~REP+TNI'~NT ! TREA7MENT. TOTAL .
" ^''~,-i'..'1'a°: V L, ~rN• i ° .:.n1- xpg 5 S '''^4: "''rr': 'i. °r' ~ ' , " ' . ' • -
ARE!A`_`, . ' 1/Q.LL1f17iE"' . 'IMPEF~UI'_O1J5 , - C**•
i~`~(~!~'~`~:.~ ~'`:'~RI~JE-.._~?'`tiSgTREE'T",'., r . -F1F~~Eiqy`' 3
e~ ~ u. .a~ ~ e'
1A 231,051 I5.304 I 5.0 I 5.0 1 10,971 I 2,187 I 15,158 I 632 I 21,008 I 0.35
1 B 264,243 ~ 6.066 ~ 1(] D ~ 13A 14,075 ~ 2,370 ~ 21,645 ~ 902 33,345 ~ 0.37
1 ~ 495,294 I 11.370 ~ 95.0 I 18.0 25,046 ~ 4,557 ~ 36,803 I 1,533 54,353 0.36
2A ~ 15,719 I 0.361 ~ 3.0 I 2.0 I 2,783 C 584 ~ 4,167 174 ~ 7,577 0.48
2B ~ 91,701 ~ 2.105 ~ 11.0 ~ 14.{] 16,560 ~ 2,756 ~ 24,916 ✓ ~ 1,038 r 37.786 p 042
2 I 907,420 ~ 2.466 E 14.0 ~ 16.0 19,343 I 3,340 ~ 29,083 ~ 1,212 o 45,463 ~ 0.43
3A ~ 240,808 ~ 5528 ~ 11.Q ~ 11 f] ~ 13,387 4,586 ~ 22,473 I 936 I 35,343 I 0.34
3B I 40.938 ~ 0.940 ~ 3.5 ~ 5.0 ~ 46,020 ~ 9,633 ~ 27,653 ~ 1,1 52 I 31,748 I 069
3C ~ 5,410 I 0,124 I - ~ - ~ 2,713 ~ 423 3,136 I 131 ~ 3,136 ~ 0 aG
3D I 12,228 0.281 ~ 1.5 ~ 1.0 ~ 1,755 300 2,455 ~ 102 I 4,210 I 0.37
~ 3 E ~ 31,310 0.719 ~ 1.0 ~ - ~ - - ~ Q ~ fl 1,170 ~ 013
3 ~ 330,6194 7.592 I 17.0 I 97.0 I 33,875 I 15,042 I 55,717 I 2,322 75,607 ~ 0.43
4 ~ 17,159 ~ 0.394 ~ 1.0 ~ 2.0 I 4,322 ~ 1,423 ~ 6,545 ✓ I 273 r ~ 7,715 ~ 0.45
Rnof 1170 5 f I to C*'*
. Drrve 400 s.f. Pasture - Flat 025
Pasfure - Ro91mg 0,30
NOTE: Lawns - 5andy Soil 010
* Treatment Area includes street, sidewalk and driveway areas Drives & Walks 0,80
`x Treatrnent Volume (Required) = Trea#ment Area 124 Pavemen# & Roofs 0.90
LQNGVIEW 50470
Ponds 11130l00
NWO
POND VOLUMES
R IC"--- e'~eequ
~TFRA~T~ ~ ~p ~r ~ ~ ~ R ~ .~'~f. A~ ~~s r 4 ~y~~~~ ~ t~ 5
R~redY~I
6~
r~ u'"*.s' .~E• sv, mRFV*9 r~:° a•- 'ei~ pp~rt;.•~. ae a ~'~1
'F'~ND~'~ ` s es E V I Ahr0,100 11~~ ,
s;~~~ ~d~~~'. ~.~.I=~A~zrs,I~,u~~nll~u~ium~.~.4 ~.1Iru~~,~~ ~i~"a~E~►~s=.
.Sr` A F... ~
A I 5:1 1 2032.00 1 5,917 I 2032.50 I 5,986 I 2,976 fl 1,533 Ii 2034.00 I 6,142 1 12,058 II 11,151 I
B I No Pvndw I I 1 I I II If I I II
C ~ 3; 1 1 2034.81 ~ 343 ~ 2035.31 572 1 225 1 174 11 2035.31 1 572 ~ 226 11 -
D ~ 3: 1 I 2033.39 I1,377 I 2034.06 1,835 ~ 1,072 ~1,038 2034.29 I2,003 I 1,512 11 1,315
E I 5: 1 I2036.$3 I9,825 I2037.33 I 11,232 I- 5,260 II 2,322 II 2037.73 I12,394 I9,976 fl 9,7$6
F INo Pvnd I I I I I II II ! I II
4 ~ 3:1 I 2032.83 I 360 ~ 2033.50 ~ 572 I 309 273 2033.73 ~ 653 ~ 449 141
NQTES:
" Incremental Vofumes cora-iputed hy the Conic Method for Reservair Valurnes.
Vafume = (113) ` (E1ev2 - Eievi ) ' {Areai + Areaz + sqrt(Area1 ` Area2)}
Where: Eiev1 &Elev2 =Lower and upper elevations of 4he increment.
Area1 & Area2 = Areas computed far Elev1 and Elev2, respectively
Volume = fncremental vfllume between Elev1 and Elev2.
Required Valume at Qutlet = Required '208' Treatment Volume
Required Valume for Design Storm = Maximum Storage Required hy 8owsfring.
1 PondlTract p enclosed with 2' tall block walls. 5.1 sideslope at east end.
2 Pond 4 Iocated on Lot 8, Block 2.
3 Required Des[gn Sform VoEumes for Basins 2A & 28 cantained m Trac# D.
LC]NGVlEW S{]470
Tc Characteristics 11130100
NWD
~
RATIONAL METHaD
~ .lf, ,~,5,.. r ~•~:•,k; _ ~ •a:~-° r_ -L~t~a-~~rrs~+ ~..til=r., •z., _ r• ~~x~;m-.z-``i~`r •.a- `;c,:,.*~.- _ -..-sy~ .
s" i,`°-` f•• r s s.,.,+ 7~'~. ^'ii,%+_: - 5
~ r~;~{~ Q11ER~[~~~~L~'~'tl'ei;-=•- ~ ~'~I GIJk ~ ~R~~L~W `'~`~="7~
.8A ` ~ . _ 43f•1 ''~''r~~'•z~° '.s-' ' _ ~ .u. ~ * ~,d
°~$~fJRFRCE-
. , ~ ~ ~
' Ia ~ Pasture I 720 I 00260 R ~ 215 I 0.0080 ~ 2.50%
1 B Pasture ~ 670 ~ 0.(}250 R ~ 320 00080 ~ 2.50°Jfl
1 Pasture ~ 670 ~ 0.0250 ~ R ~ 545 0.0080 ~ 2. r0°/a ;
_ 2a ~ LaWn I 70 I o.0100 I R I $5 ~ 00080 I 200% I
ag I Lawn I zoo I 0.0100 I R I 215 I o.ooso I z.aa%
2 I Lawn ~ 200 I 0.0100 ~ R ~ 215 ~ 0.0080 ~ 2.Dfl°/a
_ 3A ~ Pasture ~ 355 ~ 0.0150 ~ B ~ 395 ~ [}.0120 ~ 2 5(]°/a
36 IASi)nait 13 I a.0250 i B, C& R ~ 640 I 00155 I 2.50% ;
3c ~ taWn sa I 00100 w R I 80 ~ 00200 I 250%
3D ~ Lawn ~ 220 ~ 00270 ~ - ~ - ~ - ~ -
3E ~ Lawn I 220 I 00320
4 - I - I - ~ -
3 I Pasture I 200 I 0.0100 I B I 215 I 0.0080 ~ 2.50%
4 ~ ~awn ~ 50 I0.0100 I B I 100 1 0.0050 I 2.00%
PEAK FLOW CALCULA7IC]N PRO.IECT: LQNGViEW
_ SQ-Year Design 5torm
BASIN: 1A
Tat. Area 231,051 SF 5.30 Acres
lmp. Area 21,008 SF
C= 0.35 See SurFace Quantities worksheet for C calcialations.
1 {
, GP+S E 1
720 ft. C]veriand Flaw
- C# = 0.40
L = 724 ft.
n = 0.40
S = 0,{J2fi4
Tc = 35.74 min., by Equation 3-2 af Cuidelines
215 ft. Gutter flaw
Z1 = 40.0 Fvr z2
Z2 = 3.5 Type B ~ 1.0
- n = 0.016 Rolled = 3.5
, S = 0.0080
d= 0.2322 ft. Flaw lllridth 9.3 ft.
A R Q Tc Tc tofal I Qc
1.17 0.12 2_32 1.81 37.56 1.25 2.32
Qpeak for Case 1 = 2.32 cfs
' CASE 2
, Case 2 assumes a Tirne vf Cvncentration less than 5 minutes sv that the
peaEc flow =.90(4.58){Imp. Area} = 1.99 cfs
So, the Peak flow for the Basin is the greater af the two flvws,
2.32 cfs
_PEAK FLOW CALCULATION PROJECT: LONGVIEW
50-Year Design Storm
BASIN: 1 B
Tot. Area 264,243 SF 6.07 Acres
Imp. Area 33,345 SF
C= 0.37 See Surface Quantities worksheet for C caiculations.
CASE 1 .
670 ft. Overland Flow
Ct = 0.40
L = 670 ft.
n = 0.40
S = 0.0250
Tc = 34.64 min., by Equation 3-2 of Guidelines
320 ft. Gutter flow
Z1 = 40.0 For Z2
Z2 = 3.5 Type B= 1.0
n = 0.016 Rolled = 3.5
S = 0.0080
d= 0.2500 ft. Flow Width 10.0 ft.
A R Q Tc Tc total I Qc
1.36 0.12 2.82 2.57 37.21 1.26 2.82
Qpeak for Case 1= 2.82 cfs
CASE 2
Case 2 assumes a Time of Concentration less than 5 minutes so that the
peak flow =.90(4.58)(Imp. Area) = 3.16 cfs
So, the Peak flow for the Basin is the greater of the two flows,
3.16 cfs
PEAK FLOW CALCULATION PROJECT: LONGVIEW BOWSTRING METHOD PROJECT LONGVIEW
50-Year Design Storm DETENTION BASIN DESIGN BASIN: 1
DESIGNER NWO
BASIN: 1 DATE: 28-NOV-00
Tot. Area 495,294 SF 11.37 Acres Time Increment (min) 5
Imp. Area 54,353 SF Time of Conc (min) 38.43
C= 0 36 See Surface Quantities worksheet for C calculations. Outfiow (cfs) 2
Design Year Flow 50
Area (acres) 11.37
CASE 1 Impervious Area (sq ft) 54353
'C Factor 0 36
670 ft. Overland Flow Area ' C 4.093
TreatmentArea 36,803
Ct = 0.40
L= 670 ft. Time Time Inc Intens. Q Devel Vol.ln Vol.Out Storage
n = 0.40 (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
S= 0.0250 38.43 2306 1.22 5.01 15484 4611 10873
Tc = 34.64 min , by Equation 3-2 of Guidelines 5 300 4.58 18 75 7536 600 6936
10 600 3.10 12.69 10202 1200 9002
545 ft. Gutter flow 15 900 2.54 10.40 12539 1800 10739
20 1200 1.98 8.10 13033 2400 10633
Z1 = 40.0 For Z2 25 1500 1 72 7.04 14151 3000 11151
Z2 = 3.5 Type B= 1.0 30 1800 1.46 5.98 14415 3600 10815
n= 0 016 Rolled = 3.5 35 2100 1 30 5.32 14974 4200 10774
S= 0.0080 40 2400 1 18 4.83 15379 4800 10579
45 2700 1.08 4.42 15402 5400 10002
d= 0.3100 ft. 50 3000 0.99 4 05 15334 6000 9334
55 3300 0.92 3.77 15379 ' 6600 8779
60 3600 0.87 3.56 15612 7200 8412
A R Q Ta Tc total I Qc 65 3900 0.82 3.36 15722 7800 7922
2 09 0.15 5 01 3.79 38.43 1.22 5 01 70 4200 0.80 3.27 16321 8400 7921
75 4500 0.77 3.15 16654 9000 7654
Qpeak for Case 1= 5.01 cfs 80 4800 0.75 3.07 17143 9600 7543
85 5100 0.72 2.95 17341 10200 7141
90 5400 0.71 2.91 17972 10800 7172
95 5700 0.69 2.82 18313 11400 6913
CASE 2 100 6000 0.67 2.74 18605 12000 6605
Case 2 assumes a Time of Concentration less than 5 minutes so that the "208" TREATMENT REQUIREMENTS
peak flow =.90(4.58)(Imp. Area) = 5.14 cfs Minimum "208" Volume Required 1,533 cu ft
Provided Treatment Volume 2,976 cu ft@ 6" depth
' DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM
So, the Peak flow for the Basin is the greater of the two flows, Maximum Storage Reqwred by Bowstring 11,151 cu ft
5.14 cfs Provided Storage Volume 12,058 cu ft @ 2' depth
Number and Type of Drywelis Required 0 Single
2 Double
' PEAK FLOW CALCULATION PROJECT: LONGVIEW
10-Year Design Storm
~
BASIN: 2A
Tot. Area 15,719 SF 0.36 Acres
Imp. Area 7,677 SF
C= 0.48 See Surface Quantities worksheet for C calculations.
CASE 1
70 ft. Overland Flow
Ct = 0.15
L = 70 ft.
n = 0.40
S = 0.0100
Tc = 4.41 min., by Equation 3-2 of Guidelines
85 ft. Gutter flow
Z1 = 50.0 For Z2
Z2 = 3.5 Type B= 1.0
n = 0.016 Rolled = 3.5
S = 0.0080
d= 0.1240 ft. Flow W idth 6.2 ft.
A R Q Tc Tc total I Qc
0.41 0.06 0.54 1.09 5.50 3.05 0.53
Qpeak for Case 1= 0.53 cfs
CASE 2
Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.90(3.18)(Imp. Area) = 0.50 cfs
- So, the Peak flow for the Basin is the greater of the two flows,
0.53 cfs
,
PEAK FLOW CALCULATION PROJECT: LONGVIEW
10-Year Design Storm
- • BASIN:2B
Tot. Area 91,701 SF 2.11 Acres
- Imp. Area 37,786 SF
C= 0.42 See Surface Quantities worksheet for C calculations.
CASE 1
200 ft. Overland Fiow
Ct = 0.15
L = 200 ft.
n = 0.40
S = 0.0100
Tc = 8.28 min., by Equation 3-2 of Guidelines
215 ft. Gutter flow
Z1 = 50.0 For Z2 '
Z2 = 3.5 Type B= 1.0
n= 0.016 Rolled=3.5
S = 0.0080 d= 0.2013 ft. Flow Width 10.1 ft.
A R Q Tc Tc total I Qc
1.08 0.10 1.95 1.99 10.27 2.20 1.95
Qpeak for Case 1= 1.95 cfs
CASE 2
Case 2 assumes a Time of Concentration less than 5 minutes so that the
peak flow =.90(3.18)(Imp. Area) = 2.48 cfs
So, the Peak flow for the Basin is the greater of the two flows, 2.48 cfs
I - - - - i , ' I , I , - ~ • - i- - - •
PEIaK FL47W CALCULATION PROJEC7 LUNGViEW BOWSTRING METNOC3 PRQJECT LQNGVIEW
10-Year Design Starm 4ETENTION BA51N DESIGN BA51N. 2
❑E51GNER N1NQ
BASIh6, 2 I]ATE. 28-Nov-00
Tvt Area 901,420 5F 2.47 Acres
Irrrp Area 45,483 5F Time Incremenl (min) 5
C= 0.43 5ee Surface Quantities wqrksheet for G calculations Time af Ganc. (min) 1018
~ Uutflow (cfs) 1
Design Year Flc7w 10
CASE 1 Area (acres) 2 47
impervivus Area (sq ft) 45463
200 Ft. Dverland Flow 'G' Factor 0 43
Area ` C 1 060
Ct = 0.15 Asphaltic Area 29,083
L = 200 ft
n= 040 Time Ttme Inc. Intens. Q Devel V41 In Val Out 5tarage
S = 00100 {min} (see) [infhr] [c[s} (cu ft) {cu ft) {cu ft)
10 18 671 2 21 2 35 1926 611 1315 C==
7c = 8.28 min., by Equation 3-2 of Guidelmes
5 300 318 3 37 1356 300 9056
215 ff. Gutter flow 10 600 2.24 2.38 1910 600 1310
115 9[]0 7 77 1 88 2079 900 1179
Zl = 50.0 ForZ2 20 1200 1 45 1 54 2164 1200 964
72 = 3 5 Type B= 10 25 1500 1 21 1 28 2191 1500 691
n= 0 016 Ralled = 3 5 30 1800 104 1 10 2214 180(] 414
S v 00080 35 2100 O 31 096 2227 2100 127
40 2404 0 82 0.87 2267 2400 -133
d= 0.2160 ft. 45 270(} 074 078 2282 zaoa -478
50 300(} 0 68 0 72 2313 3000 -687
59 3304 0 54 0.68 2380 3300 -920
A R Q Tc Tc tvtal I Qc 60 3600 0 61 0.65 2453 3600 -1137
1.25 0.11 2.35 1.90 1018 2 21 2.35 65 3900 0 60 064 2613 3900 -1287
70 420(] 0 58 082 2791 4200 -1489
Qpeak for Casa 1= 2 35 cfs 75 4500 p 56 059 2795 4500 -1705
80 4800 0 53 0.56 2814 4800 -1986
85 5100 0.52 0 55 2927 5700 -2173
90 5404 0 50 053 2973 5400 -2427
GASE 2 95 5700 049 4 52 3070 5700 -2530
100 5000 0 48 051 3160 6040 •-2840
Case 2 assumes a Time of ConcentraGon less than 5 mmules so fhat fhe
peak fEow = 90(118)(Imp. Area) = 2 99 Cf5 °208" TREATMENT REClUIRENIElVTS
Minimum "208" Valums Required 1,212 cu ft
Frovided Treatment Volume 1,246 cu Tt 7ract5 C 8❑
5a, the Peak flvw for the Basin is the greater vf the twa flvws, DRINVELL REQUIREM5N7S - 50 YEAF2 DESIGN STC3RM
2.99 cfs Max3mum Storage F2equirsd by Bvwstring 1,315 cu it
ProVided 5tarage Valume 1,512 cu ft
• Number and Type aF Orywells Required 0 Smgle
1 QpublB
I
_ PEAK FLC)W CaLGULATIQN PROJECT: LC)NGVIEUV -
50-Year Design 5torm
;
BASfN: 3A
~ Tot. Area 240,808 SF 5.53 Acres
Imp. Area 35,343 SF
C= 0.34 5ee 5urface Quantities worksFteet for C cafcufativns.
' CASE 1
- 355 ft. [3vedand Flaw
Ct = 0.40
L = 355 ft.
n = 0.40
" S = D.fJ150
Tc = 27.58 mirr_, by Equativn 3-2 vf Guidelines
395 ft. Gutter flvw
Z1 = 40.0 Far Z2
Z2 = 1.0 Type 6 = 1.0
n= 0.09 B Ralled = 3.5
S r 0.0120
d= 0.2343 ft. FIvvv W idth 9.4 ft.
A R Q Tc Tc tvtal f Q~ 1.13 0.12 2.73 2.71 30.29 1.45 2.73
, Qpeak for Gase 1 = 2.73 cfs
CA5 E 2
Case 2 assumes a Time af Cancentration less than 5 minutes so that the
' peak flow =.90(4.58)49mp. Area) = 3.34 cfs
I
Sa, the Peak flvw for the Basin is the greater of the twa flows,
- 3.34 cfs
PEAK FLOW CALCULATf QN PRDJECT: LON+GVIEW
_ 50-Year Design Storm
BA51N: 3B
' Tat. Rrea 40,938 5F 0.94 Acres
fmp. Area 31,748 5F
C_ 0.69 5ee SurFace Quantities wvrksheet for Ccalculations.
CASE 1
13 ft. Dverland Flvw -
Ct ~ 0.15
- L = 13 ft.
n = C1.(]16
- - 5 = 0.0250
Tc = 0.18 min., by Equation 3-2 of Guidefines
E30 ft. Gutter flow
- ZI = 40.0 For Z2
ZZ = 3.5 Type 8 = 1.0
n= 0.016 Rolled = 3.5
5 = 0.0155
d = 0.2250 ft. Ffow Wid#h 9.0 ft.
A R Q Tc Tc tota f I Qc
1.10 0.11 2.97 3.90 5.00 4.58 2.97
Qpeak #or Case 1= 2.97 cfs
_ CAS E 2
Case 2 assumes a Time af Cancentrativn less than 5 minu#es sv that the
peak fiow =.90(4.58){Imp. Area} = 3.00 cfs
-50, the Peak flvw for the Basin as the greater of the twv flaws,
- 3.00 cfs
I
PEAK FLOVI! CALCl1LATIDN PROJECT: LC3NGVIEW
50-Year Qesign 5torm
II
BF1SIN: 3G
Tot. Area 5,410 SF 0. 12 Acres
Irnp. Area 3,136 SF
C= 0.56 See SurFace Quantities worksheet far C calculations.
i
CASE I
80 ft. C3verland Flow
Ct = 0.15
L = SD ft.
n = 0.400
5 = 0.D1(}D
Tc = 4.78 rnin., by Equativn 3-2 of GuideFines
80 fk. Gutter flow
Z1 = 40.0 Far Z2
Z2 = 3.5 Type 8=1.C}
n = 0.016 RvlEed = 3.5
- 5 = 0.D20[1
d= 0.0920 ft. Flaw Width 3.7 ft.
A R Q Tc Tc total I Qc
0.18 0.05 031 ❑.79 5.57 4.41 0.31
, Qpeak far Case 1= 0.31 cfs
CASE 2
Case 2 assumes a Time of Cvncen#ratian less #han 5minutes sv that the
- peak flow =.90(4.58)(imp. Area) = 0.34 cfs
~
- So, #he Peak flow far the Basin is the greater of the two flows,
0.31 cfs
PERK FLC3W CALCULATION PROJECT: LC]N+CVIEW
Sa-Year Design Storm
- BAS1N: 3D
' Tot. Area 12,228 SF 0.28 Acres
Imp. Area 4,210 SF
' C= 0.37 See Surface Quantities worksheet fvr C cafculatiQns.
; i CASE 1
, - , 220 ft. Overland Ffow
,i
- Ct = 0.15
- L = 220 ft.
n = 0.400
5 = 0.0270
Tc = 6.51 min., by Equation 3-2 of Graidelines
0 ft. Gutter flvw
Zl = 40.0 For Z2
Z2 = 3.5 Type B= 1.0
n = 0.01 S Ralfed = 3.5
S = 0.0204
d = 0.1040 ft.
A R Q Tc Tc totaC I Qc
0.24 ❑.05 0.43 0.00 6.51 4.13 0.43
- Qpeak fvr Case 1 = 0.43 cfs
_ GRSE 2
; Case 2 assumes a Tirne v# Cvncenfrafivn Iess than 5 minutes so that the
- peak flvw =.90(4.58)(Imp. Area) = 0.40 cfs
~
Sa, the Peak filaw for the Basin is the greater vf the twa flows,
- 0.43 cf5
i
PEAK FLQ1N' C►4LCULATION PROJECT: LQIVGVIEW
50-Year Design Storm
- BA51N: 3E
Tvt. Area 31,310 5F a 72 Acres
I mp. Area 1,170 5F
C= 0.13 5ee 5urface Quantities wvrksheet for G calculativns.
CpSE 1
220 ft. C]uerland Flow
Ct = 0.15
L = 22❑ ft.
n = 0.400
S 0.Q32CJ
Tc = 6.18 rnin., by Equativn 3-2 af GuideEines
0 ft. Gutter flow
Z1 = 40.0 For Z2
, Z2= 3.5 TypeB=1.0
n = 0.016 Rafled = 3.5
- ° S = 0.0200
d _ 0.1010 ft.
A R Q Tc Tc tQtal I Qc
0.22 0.05 0.40 0.00 6.18 4.23 0.40
- QpeaK for Case 1 = 0.40 cfs
CAS E 2
Case 2 assumes a Time of Concentratian less than 5 minute$ so tha# the
peak flow =.90(4.58)41mp. Area) = D.1 1 cfs
- Sv, the Peak flow fvr the Basin is the greater vf the two flvws,
0.40 cfs
PEAK FLOW GF1LCULFITION RRDJECT- LONGVIEW BOW53RING METHOp PFiOJECT LONGVIEW
50-Year aesign 5tnrm DETENTlr3N 8RS1N DE51GIV BA51N• 3
' pESIGNER NWO
BAS1N:3 QATE 30-Nov-00
Tsat Area 330,694 SF 7 59 Acres Time Increment (rnin) 5
fmp Area 75,607 5F Teme ot Conc (min) 29.94
C= fl 48 See S urfaca Quantitiss worksheet for C caIeui2tEOns, OUtFlaw {c(s} 1
❑esigrr Year Flow Sf}
,4rea (acres) 7 59
CASE i Imperviaus Area {sq ft} 75607
'C' Factor 043
355 ft, Dverfand Flaw Area " C 3 264
Treatment Area 55,717
Ct= 040 L= 355 ft. Time Time Inc Intens. Q Devel. Vol.ln Val.Out Stvrage
rs = 040 . H~." (min) [sec] (inlhr) {cfs) icu ft] icu ft1 (cu ft)
5= 0.01517 29.94 1796 1 46 4 78 11498 1796 9702
Tc = 27 58 min., by Equation 3-2 vf Guidelines 5 304 4 5$ 1495 6010 300 5710
10 600 310 7012 8135 600 7536
395 {t Gutter flow ' 15 900 2.54 8 29 10004 900 9100
20 1200 1 98 6.46 1(]393 1200 9193
Z1 = 400 For Z2 25 1500 7 72 5.61 11286 1500 9786
Z2 = 1 0 Type 3 = 1 0 ; 30 1800 7 4E 4 77 1 i 490 1800 9690
n= 0016 Rvlled = 3.5 ? 35 2900 1 34 4 24 11504 2100 9404
5= 0.0720 '40 2400 118 385 11598 2404 9198
~45 2700 1 08 3 53 11672 2700 8972
cS = 0.2890 ft. 50 3000 0 99 3 23 11669 3000 8669
55 3300 D 92 300 11745 3300 8445
60 3600 0.87 2.84 17 955 3600 8359
A R Q Tc - Tc total I CZc 65 3900 082 2,68 12075 39()0 8175
A
1,71 014 4 78 2.36 29.94 1.46 4 78 70 4200 0,80 2 61 12564 4200 8364
75 4500 0,77 2 57 12847 4500 8347
Qpeak fvr Case 1= 4.78 cfs 80 4800 075 245 13247 4800 8447
85 5900 072 2 35 13423 5100 8323
90 5400 071 a 32 13931 5400 8531
85 5700 089 2 25 14215 5700 8515
CASE 2 100 6000 0.67 2 18 14459 6004 8459
Case 2 assumes a Time af Cnncentration less tharr 5 minutes so that the "208" TREA7MEN7 REQLIIREMENTS
peak flow = 90{4 58}(Imp Area) = 7 15 efs Minimum "208" Valume Required 2,322 cu ft •
Prvvided Treatment Volume 5,260 cu ft@ 6" depth
DRYWELL REQUIREMEiVTS - 50 YEAR DE51GN STORM
50, the Peak flow for the Basin is the greater of the two flows, Maximum 5tprage Required by 8owstring 9,786 cu ft
7.95 cfs Prflvided Storage Valume 9,976 cu ft Q d 9' depth
• Number and Type of Drywells Required D Smgle
1 Dauble
PEAK FLQW CALGIJLAYIaN PROJEG7: LONGVIEW Bc]WSTRING METHDa PRQJECT LONGVfEV11
10-Year Design Storm ❑ETEN1'soN BASiN DESIGN BaSIw; a
❑E5IGNER NWO
BA51N: 4 ❑ATE: 28-Nqv-00
T6t Area 17,159 5F 0 39 Acres
Imp Area 7,715 5F Time Increment (min) 5
C= 0.45 8ee Surface Quantities workshset for C calculahvns. Time vf Canc. (mfn) 5 53
Dutllow (cfs) 0,3
❑esign Year Flaw 10
CASE I Area (acres) 039
Impervious Area (sq ft) 7715
66 ft. averland Flow 'C' Factor 0 45
Acea " C 0177
Ct = 0.15 Asphaltic Area 6,545
L = 60 ft.
n = 0.40 Time Time inc Intens Q Devel Vol In Vol Qut Storage
S = a 01 00 - (min) {sec} (iNhr) 4cfs) {cu ft) (cu ft) (cu ft)
5 53 332 304 0 54 240 100 141
Tc = 4,02 min„ hy Equauon 3-2 af Gwdelines
5 300 318 0.58 227 90 137
100 ft. Gutter ftaw 10 600 2.24 0 40 283 180 103
15 960 177 4.31 318 270 48
Z1 = 50 Q Fvr Z2 20 1200 1 45 0 26 337 360 -23
Z2 = 1.0 Type B= 1.0 25 1500 121 0 27 346 450 -904
n= 0016 Rolled = 15 30 7800 1 04 018 353 540 -157
5= Q QQSQ 35 2100 0.91 016 357 630 -233
40 2400 0 82 015 365 720 -355
d= 0 3385 f#. 45 27{}0 0.74 013 359 810 -441
50 aaao 0 68 012 375 90D -525
55 3300 0 64 Q 11 387 990 -603
A R Q Tc Ta tatal I Qc 60 3500 0,61 0.19 401 1080 -579
049 007 0 54 7 51 5.53 . 304 p 54 65 3900 060 0 1l 427 1170 -743
70 azao 058 0.10 443 1260 -817
Qpeak for Case 1= 0.54 cfs 75 4500 0 56 014 458 1350 -892
4 80 4800 0 53 D 09 462 1440 -978
85 5100 0 52 0,09 480 1530 -1 Q5Q
- 90 w0 050 0.08 489 1624 -1131
CASE 2 95 5700 0 49 0.09 505 1710 -1205
100 6000 048 0 09 520 1800 -1280
Case 2 assumes a Time of Gancentratian less than 5 mfnutes so that the peak flvw = 90(3,18)[Imp Area) = 0.51 cfis "248" TFtEATMENT REQUEREMENTS
M3nimum "248" Vvlume Required 273 cu ft
Prvvaded 7reatment Volume 309 cu ft @ 0 67', Pvnd A
50, the Peak flvw for the Basin is the greater Qf the two flows, DRYWELL REqUIREMENTS - 50 YEAR L7ESfGN STDRM
0.54 cfs Maximum 5tvrage Required by Bowstring 941 cu ft
Provided 5torage Vtilume 449 cu ft @ 0 90' riepth
Number and Type of Drywells Reqwred 7 Singfe
0 Ooubls
=~i--" _ -
_ _ ~ ~ ■ ~ -
r r
~ ~ • -
~ ul 00
cD
~
~ ~
t~► ~~1 ~
0
~
.
4
e
~ -
,
~ ~ ~
~ . ~
, .
,
~
- i~ a -
~
4.4
~
' ► , ~ _
T~`~Y_ ~ ~
rs-1 _r ' ~ 1
- ~ - - , - - - - i i - - ~ -
~
- ~
~ - - ~
r....~ -Z-71 J ~
LONGYIEW PUD I s
6) DRAI[VAC`aE INLETS
i
~ I
~ i
L--~ !
~
i
~
14
i
C]. roo
. ~
Lr ~
L---
I - - - - - -
a7P r--
~
rlj
I J
' LONGVIEW S0470
Spokane County, Washington 12/01/00
Engineer: NWO
DRAINAGE INLET SUMMARY
~13~asi~n ' , " rr' -~y,'~ j,10m, -Pa s Suii~~ ~ ' . :
Inlets rStation_ i:~~~'i' 'Sl'op~e- _ Peak Flow Aci deCn' t `~•ias.~'~C11S~
3RD LANE 2 TYPE
1a STA 10+60, LT 0.0080 2.32 1.77 Cont. G1tATE
3RD LANE 1 a TYPE 2
1 b STA 10+50, LT - - 2.37 Sump GRATE
3RD LANE 3 TYPE 1
2 STA 12+75, LT 0.0080 3.16 0.06 Cont. GRATE
3RD LANE 4 TYPE 1
3 STA 16+75, LT 0.0080 0.43 0.20 Cont. CuitB
MAIVIFOLD LANE Sb TYPE 1
4. STA 17+27.33, LT 0.0200 0.31 0.49 Cont. GRATE
MANIFOLD LANE T'YPE 1
Sa STA 18+16.37, LT 0.0200 3.00 - Cont. GRATE
MANIFOLD LANE Sa TYPE 1
Sb STA 18+07.31, LT 0.0200 - 1.41 Cont. GRATE
4TH LANE TYPE 2
6 STA 11+35.50, RT - 3.34 - Sump GRATE
CORBIN LANE TYPE 1
7 STA 11+50, RT 0.0080 0.53 - Cont. CURB
2ND LANE 7 TYPE 1
8 STA 10+43.75, LT - 2.48 0.23 Sump CURB
TSCHIRLEY ROAD TYPE 2
9 STA 11+48.81, RT - 0.54 - Sump CURB
NOTE: Maximum Flow Capacities in Sump Conditions and By-Pass Flow Calculations
for inlets on a continuous grade are provided in the following sheets.
Inlets
_ ' - LONGVIEW S0470
Spokane County, Washington 11/30/00
Engineer: NWO
GRATE INLET CALCULATIONS
on Continuous Grade
1 ^ i• ` S"s!n ;Y[t ~c..wvt. v~ r. ~R, ~..rrr o•-*t .r ^ q - . ~
n Up~ Uu~tt
~,r~7 et~~x asfnj + P~~ ;=-M
y,.nlet :S~tieet ~ ~
~ ° Peak3ow S'~rS 'Wrid~tla
Fl~ow -i ~FiWi'; ~ oci,ty.Reeei~~:ed~ Flow ,
~ ~P ~ot , . ~„m „ ti. -
, . r: z
~fs'~)'~ ;(~.ftJrft~)... Lc~fs) ° (cfs)t ' .
(
3RD LANE 2
1 a STA 10+60, LT 2.32 4.09 0.0080 0.0250 2.00 0.27 10.856 3.159 1.71 2.37
3RD LANE 3
2 STA 12+75, LT 3.16 3.22 0.0080 0.0250 2.00 0.25 9.927 2.931 1.45 1.77
MANIFOLD LANE Sb
4 STA 17+27.33, LT 0.31 0.80 0.0200 0.0250 2.00 0.12 4.970 2.421 0.60 0.20
MANIFOLD LANE Sa
Sb STA 18+07.31, LT - 1.41 0.0200 0.0250 2.00 0.15 6.141 3.000 0.92 0.49
MANIFOLD LANE -
Sa STA 18+16.37, LT 3.00 3.00 0.0200 0.0250 2.00 0.20 8.141 3.900 1.59 1.41
This form is in accordance with the WSDOT Hydraulic Manual Grate Widths
Section 5-5.1, Capacity of Inlets on a Continuous Grade Herringbone = 1.67'
Vaned = 1.67'
w/ 1" sump = 2.00'
Inlets
- -
LONGVIEW 50470
Spokane County, Washington 11/30/00
~ Engineer: NWO
GRATE INLET CALCULATIONS ~
in Sump Conditions
• ~ . , i , Ry Fin --y
• . ~ ~ , , ~ ~ ~':let~", as`in~+ Inilet' Pas-4: ~
j
r: lH;:i ~ ~'~7'+ 'Pil• 1 yky,~jj~ m,.,•~ , f,, ~ - ;d ~~/'4~
In~lets-
s eak ' low ~ ~ B;'~`~ ~ , a , ~ ~ i *
~ _ Flow~Depth: ,Dascharge..
- , , ~
c~f s
~Q" y , w . ~ • _ ~ ;
r' ~ _ ~YP: ~ ~ . H= . - ~Q'a~ Q=Qa
3RD LANE TYPE 2 la
lb STA 10+50, LT GRATE - 2.37 3.67 0.50 3.89 -1.52
4TH LANE TYPE 2 ~ -
6~ STA 11+35.50, RT GR.ATE 3.34 3.34 3.67 0.50 3.89 -0.55
Grate Perimeters* Qa = C* P* H^ 1.5
TYPE 2 Herringbone = 3.67' Where: C= 3.0, P= Perimeter,
TYPE 1 Vaned = 3.67' H= Flow Depth
* Grate Perimeter = Available Perimeter Divided by a Safety Factor of 2.
Maximum Flow Depth is based on curb crest above inlet.
Calculated in accordance with Spokane County Guidelines for
Stormwater Management, Section 4-1.
Inlets •
LONGVIEW S0470
Spokane County, Washington 11/30/00
Engineer: NWO
CURB DROP CALCULATIONS
on Continuous Grade
, + R
• i' . ~a',~ . . Dep,~tfi. ~Dischar;ge; Tnlet," . ; B~y-Pass,
jin,let . .S~ ~ .e;et~and~ • ; OPea,k~Flow ~ Bay:~P.jassi : kss'~e rosstslope Coe~ff:, ~ o.fFlow ,per. I,ength~ : Length Flow ~ °S ~ ~ ~Sst~~ 1./Z , •n. _ . n. , . .::d" * . . Qa/I=a*--*'' 'T,a ' . Q - Qa .
3RD LANE 4 3 STA 16+75, LT 0.43 0.63 0.0080 0.0250 0.0160 2500 0.14 0.095 6 0.06
CORBIN LANE -
7 STA 11+50, RT 0.53 0.53 0.0200 0.0250 0.0160 2500 0.11 0.075 4 0.23
NOTE: TYPES 1& 2 CURB INLETS
Curb Inlet Depression = 2 in. '
* Calculated per Figure 18 of the Spokane County Guidelines
for Stormwater Management
Calculated per Figure 16 of the Spokane County Guidelines
for Stormwater Management
Inlets
LONGVIEW 50470
Spokane County, Washington 12/01/00
Engineer: NWO
CURB DROP CALCULATIONS
in Sump Conditions
, , ~ p"~+'; ~z'`." " 4 B~`a•.G. . - ^ ; ws•' - - - - : . • , . , ,
~,~;i`,et4 -~M~a~x~i'~na"um 1VIax`imum . B~/'Pass
. ',t ~M'« ~'JS 0~~,~;~W~.,' j • ' iI . " ''1' te. v'~T"'+t~' ~ ~N r'n'.. h.F . .4`.•' S- J
~ In~let nd;~~1;et~T~,yp,'e,~:~~:,~P~~e~~~F1ow.~;4~B~y=~Pass* > •L~en,gtl% F1owDeptli*~* Dischazge***, . . Flow H • . _ Qa. . Q Q
; • . ~S;t~ati~onk~~," , . , : ~.,;~~'fs)<< F ,Q.. (ft~) a
I 2ND LANE TYPE 1 7
8 STA 10+43.75, LT CURB 2.48 2.71 4.00 0.50 4.37 -1.66
TSCHIRLEY ROAD TYPE 2 -
9 STA 11+48.81, RT CURB 0.54 0.54 4.00 0.50 4.37 -3.83
NOTE: TYPE 1 CURB INLET TYPE 2 CURB INLET Qa = 3.087 * L* H^ 1.5
Curb Inlet Depression = 2 in. Curb Inlet Depression = 2 in. Where L= Length of Curb Drop, H= Flow Depth
Maximum Inlet Height = 6 in. Curb Inlet Length = 4 ft.
Maximum Inlet Height = 4 in.
* By-Pass flows from upstream inlets on continuous grades.
Maximum Flow Depth is based on Inlet height
Calculated per Section 4-1 of the Spokane County Guidelines
for Stormwater Management
Inlets
- - - ' - - i I
i
i _ ' ' - - - - - - - ~ - '
• SGBfIarID: Ba5€
. {
- a - - - - - -
~
~3b
~
~ FSa
6
I
~
. 1
I d ~
r I II
~
~
, •
~
3 tfi
Titls LpNGViEW Praaecf Engineer N W p
j ldocumentGs00G4701pipeS2 s[m GLC AS9QCIATES StqrmGAD v4 1[428]
12101100 05 18 55 PM (DHaesiad fNethods. Inc. 37 Broakside RaacP Watsrhury, CT 06708 U5A +1-203-755-1 F68 Page 1 aP 1
i , - i - , , , I - - - - - -
Scenario: Base
F
~ f
1 ,
\
. ~ ' c
, 0-3 0-2 ,
Q` -----'.a _
F1a k2
,
Titke LC]NGVIEW Prvjeci Engineer N W p
j IdreumentlSppOe4701pipes2.sim CLC A55OCIATES StarmGAf7 v4.1 (428]
12141100 05.18'50 PM [DHaestad dvlethads, Inc 37 8rooksideRoad Watsrbury, GT 0670$ USA +1-203-755-7 fi68 Page 1 of 1
i
I SCellal'IC?: gc"!Se
PIpL R@Pot't
i
FstrearrL,lpstrean ]awnstrean ]ownslrearrbQwnstrearop Hydraulic Hydraulic Average kias Matenal
eraund Cover Inveri Ground Caver Grade Grade Velacity hlydraukie
waEion {f!} Elevativn Elevatinn (fY) Line in Lfne Out (fUs) Jump7
(ft) (ft) [Kl Lftl (ft)
45 42 236 3802 44 33 2.30 4263 39 28 557 false Corrugated H6PE (Smoofh interior)
41 33 2 40 37 83 41 15 231 38 93 3880 615 false Corrugated hIQRE (5mflrth Interior)
41 _15 2 22 3700 39 57 t 07 3838 38 15 4.49 false Corrugated HRPE (SrrsootFr IntBricsr)
39.57 117 3685 38 03 -032 37.92 37 87 5M False Corrugated Hf]PE (5maoth Intenor)
35.79 2 39 32 50 34 00 067 33.04 32 97 4.57 false Corrugated HE7PE (Srnaoih Intsnor)
34.07 9.17 3200 34.00 i 17 32 59 32.52 474 talse Corrugated HDPE (Smooth fnterinr)
133.99 909 3200 34M i 17 3275 32.68 496 false Corrugated HDPE (Smooth 1ntersor)
I
Pr❑ject Engineer Pi.W 0
CLC ASSOCIItTES 5tps'mCAS7 v4 1[4281
379rooksEde Roat1 Wale►bury, C'f Ofi7Q8 USA +1-203-755-1666 Page I af 1
_ -rg Ac-r I E'
L.a = I.S Q + TD, far 'IW < Q~
D,~ ~ . "
• ~ .
La = 3 Q + TD, for TW > Ao12
I 1 ' W~ • ~ ~ F ~j ~ Lr~ w
V4herc:
_ D. - illa?CimIlIl7 1I1S1de S:ulVert VYIath, ft.
4
' Q _ Pipe disdwge, c#'s s
, TW = Tailwazcr depth, R.
Las = RiPrap Fad Io4A ft.
W RiPrap Pad width whesl channel is nat wc11-defined, fL
Note: 5ae Ser,dw 4 for siziag riPraP and deumain~ blaa3mt requiremeam
4 ~ Q
3po
~ I
f ~
~
~01
- 1
5 !2
1 ~
■
~
w= afl * o at w= 3o + o_at ~
a e v a
(Tailwater t0.5 D.) (Fai1s+aler s 0_5 p,)
-
i ,
- - Riprap Revehnent at
, Pipe Outfa1T
Guidelines far 5tormwater Management
I Fi e 4fi A,ddend►~m, Febt~ary 199$
~ Pg. 6-82
~ - ~ - - ~ ~ i , - - i - - -
' v°1 1201 -J (CV1e-a`tn8)it d91 Eaampls
} LaYN 51o~r Embedd~ad 51p~ Embode~ed 5lonr (r :1.,~p)
Wz 'W/5 dg3 ++r rhtre rr a i65 le~, par fl. V=7 ff. pr see.
: . ww = E$.4 Ibz. per 1ti dq ~ Q.32 !1. or 1K 2.8 tbs. Non Embeddrd Slonr ( y= 0.66)
aoi aot 003 004 a,vs ooe 0 1 0.2 0.3 014 0 13 0 6 0.6 1.0 2.0 a o 4 o s o a.o o,s • f.o
yea ioo
:v , { , . ~'--q ' I ~ r- • , - so
. ~ ~ Tv ro
i - + ~ ~ ~ ~ M • • , ~ m - I ,
aD '°-e ~ . ~.y-- 60
. ~ C~➢ r~ . a~ • : ~ I ~ ~ ~ ~ , ~ : '~fi ~ Il~l . J . . ~ ~ s ..r ` I .
~ ~ • • `j : _ ~ . : . j.r !r .:l ~ o I~' i ; `a
~ 49 40
~
30 o
q'" 'I
° ~
I.J. v
'1~`.~~ . . _ -17. ~3 ~ : ' • R .
0
so
~ ~ ~ ~ ' _ ' I i ~ ! i ~ ~ ••i • , ~ _ :,-I ~ • - _r.. ~ ~r ~t ; r
. ~ ~ $ ' « t ~ w~ ~ _ : r ~`~o~~ { , ! - _ ~ ~ i , . A
~ .F. _ :I r` ~ ' - ~ T '
1' T
~
I
eb ' , ~ v
40
~ ~ ~ ~ ~ .J_~.era f~.. _ - ~ ~ • i,,. . . o ~ N
cr
* _ . . , . , . ' ten 3
~ ~ . r ' r i t ~ t I • . ~~i_ s . . . ~ ~ •
.e:.., . 'Ftin~~ { •A ~ ~o~~ e ~ ' .r~~~a~~.~..s' s
i .R--R `
I'D
vo
' ~ ~ i=•- =r : ` p~- • ~ ' j ~ ~
~ j`
~~:~r =~v = i ~ • 1 f _ ~ ; ~
~ 6 • ~r ' ~
OAt C.OS Q.03 4A4 0A6 G.0■ 0 I O.t G.i s 1}.? O.i p.$ I.ii ZA 10 40 3.0 i.D !.a I a"
Evuirslent SphSritol 5tcne iqme for (dt) f n1
•40'
~
AEqUaREn RIPRAP 3TONE (W50) AS A FUHCTI0N t]P VELOCITY AND
~ HANK 5L0PE
~
LONGVIEW
~'~--F"~ P. . .
kar A P►Ftr _ BORI~VG HC)LE LOCATIC3~VS
~v~cr -8' ; ~ 3- -me.__ ~ N131 114, SECTTQN 19, 7'.25 N., R 45 E., W.M.
spaKANa~ cOu~rTc°, wASHItvG~r~r~r
aE
r~ 2Nn wKE^ 17 - ~3
7 r-
~j t
I~ 0 47'~ --LI~ -Y- 1
I~ I rf
3 1Ff~8 5'r~ 4 3 2 r`1 ! G~PHIC SCALE
r
Q
--e-- " 100 Q 5{Q 1f]Q 200
a ~ ' ti,
~ OF PROJEC7
NOT A PART_ ~ ! ~J~~ r`, J~~•'~
~ " ~ --`7r a~ 9 00 11r. { IN FEET }
1 ineh 100 Tt.
~
1 ~ -
~ 'I?ACy p• P 1 rJy r---- ~TRA47 'E`
-r^~ •0.- - ~ --,~r
s' ~a 1- LEGEP18
.~r
. . 3R0 tiAHE ~ ~ ~
_ ~ r +~"fP-~ ~'EST PIT LOCATI~3N
1_"---~`r g
~ ~
a
_ -3~-'~TP~ 1 I
~ ~--i' ~ • ~
~
e
2
T'EST PIT INFaRMA71flN
TEST PIT NO. TEST F'17 WCAT1O1d -
'fP-3 3R@ LANE STA 12+00, 25° LT po~,
~ L
~ - ti - - ~ ti ~ . 4i}I
TP-2 ~ 3RD LANE, 5TA 15+~10, QN GL - -
ii ii x #'~i LIV~IE.a~ 4r^_-_:r loo~ ~~~-1s
7P-3 MANIFClLD 3.ANE, STA 18+00, 20' RT r----- ~ : ~ ~ y~~•"
.le
TP-4 I 4TH LAN€. STA 11+30. 20' Lr
TP-5 I QrH LarrE. 5TA 15+50, vN cL
TP-6 ~ CORBIN tA'NE, STA 72+00, ❑N CL ! 11"- `10 ~--9F~ i '3 4~ 3 ~ I
TP-7 TSCHfRLEY LANE, 5TA 12t00, 20' RT
TP-8 CflRBIN LA4VE. STA 13+00, 30" RT
• _ ~ _ r.. ~~.a. a
aC A=dcte% tnt
Plannisg • F,r~aring ~ Land S~a~eS~9
Arehlleztyre • Y.and~coQe lsrchHxhue
707 ++pes 7uh . s„no 2fla sna) 455-6840
spaam+e, rrA 09204 rive SM) 458-68++
U S SIEVE L7f'£NFfdG 1N 1NCHES I 11 S SlEVE NLQA+BEFtS f KYDROAAE-TEjR ~
6 4 2 1 5 y 314 1/2 3/8 3 4 S $10 74 1s 24 30 40 50 SD 100 14D2DQ
100 T_TI "I~ ~
95-° - - I - ~
90---~
- ~ - ~ ~ _
$o_
75______~
~
70_r~
~ i -s--- -n -----r----~ ; I•-r- ~ I-
65
2 ~
- 2 50 - - ~
~
~ ~ - --_d~-
~_50-
~
F- 45--- ~.e- ~
y
~ a0 v~ ~ I `
a
35 30--~ 1; I--- I 1~_- I I ~ I
25---I I--i_°_--I' -----r-~ ~-----z--I ~ I ••----~1
. : A,
20 ~ ~ - I--T-----~ I ~
1~--~ ~ ~ -J--~ - I
5
0 1- - - - -
1[34 10 1 0.7 O.Qi U W1
GRAIN $lZE 1N MkLL1METEFtS
COSBLES ~ FtAVT~'r~ ~ vaarse I rr~`ivm N ~ fr~ SILT C3Fi CLAY
5pecirnen Identificativn ~ Classification ~ LL ~PL ~ PI Cc I Cv
rtr TP-2 2.0 GP-GA!!„ Poorty Graded Gra►+el with Silt and Sand 17-25 P96,1
m 7P-4 2.0 GP-GM, Poorly Graded Gravel with Silt and Sand ~ 1. E 111.01 ~fi1.1
■ TP-6 2.6 ~ GI~-[3NE, Ponrly G~ded Gravel with Silt ar~d Sand 5.24 54.6
; SpeCimen ld2ntifiC.a#ion DI C)f} I D60 Q3[} ~ D10 ~°loGr-vel °/'uSBnd ~°JvSilt °IoCfay
- ~ ! TP-2 2.0 ~ 78.2 ~ 26.19 5.465 70.7 ~ 18.1 ~ 40.6
- , ~ m TP4 2.0 ~ 76.2 ~ .10.7M ~ 2.806 61.4 ~ za.s ~ 10.5
. rP-6 2.0 ~ 76.2 ~ 12.043 ~ 2.149 ~ f sz.s ~ 36.6 ~ 10.1
b d ~ 1 1 C I ~
0
~ GRAIN SiZE DISTRIF3U~ION
~
~ PrQject Longview, PUD
~
~ Locafion East af 7schirEey Road and 3rd Avenue
~
~ ~~~TAF NQR'TH1fVEST Number: c-20-so00470
- L[]G OF TEST PIT .
~
AW rrORMWEsr
PxoJEcT. c 2aSa0047o TM PIT: TP-1
Geotechn~~ ~~vestigation LaccATIoN:
Lungview, PUI} 33rd Laae, S6A 12+00 25' LT
EaSE ofTschirley Road and 3r+d Avenne
StokaH@ CpADtyr Wa,4h1DoCPdI
DA'FE: 10f24l00 I SCALE: I" = 4'
AS1"141
Elea. Depth I32487 , Ilescfiption of 3vlaterials 17VL Te,sts srr Notes
o.4 Symbvl
~dVel, f~f'~C ~ITOW~I Rq
~vVl~l T[7~5, a#i'dC+~ af d
1.0 ~ ~3~~C~ IT~O15t,
- ~ (TaQSOi])
- Pal7RLY G1LADEl1 SAND with 5fl1T aad
GRAVEL fine to mediium graire(t brown, maist,
ciense.
~ (AlIu►+ium)
a
, a SP
~
sM
~
~
~
~
~
~ -
tn .
a -
7:~ 10.0
~ . AOORLY GRADED SANI] with GRgVEi, mixed
a writh Iarge cobbtes anci Iordders, iight browry rnoijst,
-Zl dense.
C* SP (A11uaium)
~
~
~
~ 14.0
P[ORLY GRATIED GRAVEL with SAND,
mediurn ta coeise grairei, light br+trwry der~se.
(Ailuvium)
~ C',g }o ~
a~
~ 0
P S
C~
q 2 1).Q ~
-
~
e~
aa
u~
~
a
~
»
Q
v
~
~
0
,.x Ew
~
vua
r~
; i LOG OF TEST PIT ~
i
HORTFlWEST
PROrECr: c z0-SOM7o TM PrF: TP-2
- Cwwt~hniat ~vestigation LOCAMv:
I.ongview, T'UD 3rd Lane, S'i'A 15+00 nn cen#erline
~ East af Tschirley Road and 3rd Avenue
Spnknne County,Washingtoa
DATE: 14/24100 ~ SGAL.E: 1" =4'
' - AS`fM EIev. Depth I32487 17esc7-ipion Qf Nlaterials WL Tests crr Notes
o.o Symbor ,
SiLT, wi'th roots, a~ c~f Grar+e}, darlc h~vvr~ ta
I"'' ~b1ack, rnoES4.
2.~ oGj ~ [~'a~il] ~
POQRLY GRADEb GRAYEL wifh STLT and
° Q SANU, mecli►.Qn to ccfarse grained, with c:obhles,
R GP 3llg}it }3I'QWl7, 771UiS1., &t1w_
~ (Alji1V1tIR1)
-2 ] o P~~~~' G~10~i.D ra~~~e ~Yl~ S~D? ~
0 5.~ rnecfiiz.nm to coarse graited, with cobbles, hrawn, mist.
dense.
(Ailuvium)
v
'
C7
~
n~
~
c~
~
O
~
~
irt
~
4)
~20
r►f
a~
a...
~
FLr
'C3
~
~
C!]
~
t:
0
C7
P4 Y
0
6]
6
F
Q
~
P
~
' W
~
Q
~
O
' D
a
~
F
~
R]
l-'
~-LOG OF TEST PIT
~►'rj NvRTHWEsT
' i PRarEcT: c aa-Sa00a7o TE.sT rIT: TP-3
Geotechnic2l Investigation LOCAT1QN:
Langview, F'iTD Manifvld, STA 1$+410 20' RT
' East af Tschirley Road and 3rd Avenue
Spakane Caunty, Washington
DATE: 10I24M I SCALE: 1" = 4'
AS'i1N
Elev. Qepth U248''i Description of Materials WL Tests ar Nates
D.0 Symbol SII.T, with ruds, a trace of Gra►+el, darc brown t[r
1.0 Ik NE black, rnoist_ r
1
^~.U B [',I~ ° ("I'vvoi l)
~ ~PD(}RLY GRADED GRAVEL with SIILT and
SAND, medium tQ coarse graired, light bmwn,
rriroist, deme.
3 {Aifuvium)
F4dRLY GRAIDED GRA'IEL wiih SANT9,
0 mediunn tv coarse grained, with cvbbles3 browrt, rnpisf,
~ C
p
(Alluviun)
o ~
~ 10.0
POORLY GRADEI3 G-R1lYEL vaith SAND, ftne to
o Qe rrtediun grainecl, brawn, moist, dense.
- ~ yQ {A19uviurn}
~ GP
C.,
]
~ 15.0 ~
F[ORLY GRADET} SANI), medium to coarse
graired, a trare nf [aravel, browr~ mois6.
~ - : (Alluvium)
~ SP
~ -
ci -
~
t: Z0.'a
~
u
U
- - ~'a
r•
❑
v
~
~
^a
~
~
, ❑
~
~
ua
F» -
- LOG OF 'I'EST PIT
NF1 NoRnMEsT
PROFECT: C 20-SOOWO TEST PIT: TP-4
- Geotechnica! Investigatinn LOCATIDN:
Langr iew, PLTG 4th L.ane, STA I r+70 20' LT
~
East of Tschirfey Road and 3rd Avenue
- Spokane Cnunty, ►VVasbington
DATE: 10124*0 I SCALE: I" =4'
, AST1Vf
Eleu. Dep#h D2487 Descriptian vf 14iateria9s WL Tests vr Notes
o.o Syrnbo,
~ S1LT, with roots, a trace crf Gravel, dar!c bmvvn to
1.0 ML black rnoist.
0 1 (To-vsoil) ~
~ PO3RL.Y GRAUEiI GRAVEL wifh SI1,T and
GP a{ ' SAND, medium to coarse gaired, wifh cvbbles,
~ GM tig'rt Yrrawar, mist, dense.
{All luviwn}
p 5.0
n
C..
37
a..~
7
~
C+.~
cz
~
~
~
~
~
~
v
~
~
~
~
a~
40.
~
a~
~
~
_ -v
~
~
~
~
~
~
w
a~
3/3
~
~
~
C7
~
~
ai
~
' o
- O
O
a
- ~
~n
p7
k
LOG OF TEST PIT ~
, a.~'rr NOR`i`HYYE57
PROIEcr: c-20-sO00470 T'EsT Pff: TP-5 j
Geoteehflical Investig,a6on LCIGATfON:
- l,r►ngriew, i'L1D 4th 1.,ane, STA 15+50 on centerline
' FAst vfTsebirley Road and 3rci gvenue
SpAaae County, Washiugton
- 17ATE: 10124100_j SCALE: l" = 4'
ASTM
Elsa. 37epih D2487 T:?escripison vf Materials WL Test,s or NoteS
0.{1 SymboZ
~ SIL Ir, with Tooss, a trace af Gravel, dart brown tcr
ML black, moist_ . ~
(TmDsoil) r
A 4-iM Sli..'Tlf GRAVEL with SAND, rnediwn to coars~
rined, with cobbles, light bnawn, rroist, dense_ ~
CiP^ j (Ai4luvium)
~RL.Y GRADED GRt1VE1.e with SL~,T and
~ 5.;~ ~M Q SANp, medium to coarse grained, with r.obbles,
' trr~ maist. dense_
(Allurniwn) ~
~
~
,
~
~
~
~
v
~
c
0
~ -
~s
~
~
~
v
~
c~
~
~
~
hi
Cr S
"G7
~
- -
d
s~ •
a~
a:
~
n~
~
~
~
0
~
0
F-
q
D
~
I
, w
~
i b
6
0
C1
Q .
~
~
~
W
F-
-LOG OF TEST P'I'I' _
.~~►'`1 ~~RTliWEsr
PuOrECT: C-20-SOaa70 ~ Prf_ TP-fi ' Cveosmbnical Invesfiptiga _ ~ATION:
- ~ I.ongview, PUD Cor6in, STA 12+00 an centerlioe
East oiTsWrley Road and 3rd Avenue
5pokane Gaunty, Washingtan ry}'~,~/ ►'+wi~ y
~A S J.:.. ~V7L.'p~ I [+~l-•l17~J,i. 1 " -4T
l7JdJYl
i EleV. Deplh D2487 DesCFIp$EEDti Uf MaIf:f121l$ WL T~i S CtP NotBS
0_0 Symbol ~
SI[.T, with mots, a trsce of Gravel, dark brown tn
, 1.01 NIL hlack, moist.
2.01 Gp ° ~ (I'opsail) ~
a~ POORLY GRAk]ED GRAYEL witb SILTand
9 SAND, medium to coarse grained, brown, moist,
~p dmse
~ GM (Alluvium)
° 5.0 P4ORLY GRADEI'~ GRA'Ip"EL with STLT and
0 SAND, mediun to coarse grairsed, with cabbles,
liglrt tmovn, moist. dense.
~ (Alluviurn)
~
~
P.
~
.
w
~
~
~
~
~
~
0
~
~
~r
ti
co.
~
n7
~
04
ta
`C3
~
Lf]
ai -
~
D
~
~
~
N
_ C1]
~
~
~
i ~
C7
~
n.
C7
o
~
Q
a
~
H
~
za1
F.
~ i LOG
J*W NDRTFIWEST
PRa.rEcri : c 2a-SO0047a TEST Prr: TP-T
Geatechnical Inwestigation LOCA7IfJN:
- Lr►ngview, Pi]b Tschirlcy, 5TA 12+00 2U' RT
East of Tschirley Rvad and 3rd Aaeune
' Spckane Gouaaty, V►rashington
I]ATE: 141I24100 ~ SCALE: 1" =,V
ASTM
Elev. 17eptt► D2487 Iescription of Maferials WL "rests vr Ncrtes
Q.0 Symbo1
, 1 I.Qi w SILT, vvith rcots~, a tra~ vf ~r~el, daak brawn tn -
blaci, moisfi.
~ 2.01 [~M (Toosail) ~
SELTY GRAVEI., medium fia coarse grained,
6 brow+r; nioist, dense.
GP } (plluvium)
- ~ CiM y p()f)RLY GRADED GRAYEL with SILT and
° 5.0 ] SANi), meiiznn to caarse g'air►ed, with cobbles,
0 - ~light brown, rrm)ist deue. ~
(Altuwiun)
aa
s~
P.
~
~
~
u
~
n>
-ry
~
~
D
ai
~
i~
O]
1-»
40-
0
~
~
'C
~
~
~
p
O7
~
~
0
- ~ '
H
C1
- C}
ca
~
a
~
c7 ,
b
, a
~
F
~
W
W
LOG OF TES1 PIT
i I
AW NvRrHMsr
' PRC3JECT: C-24-SO00470 TEST PI'r. TP-$
[;eotechnical Inrvestigataan L,OCA'I'IdN:
, 11Angview, PiJI) Corbin, STA 13{00 30' R'1'
F,ast of'Y'schirley Road and 3rd Avenue
Spvkaoe CoUQty, Washingtvn DATE: 10f14100 ~ SCALE. 1" = 4'
i ASTM
- E4ev. IJepth D24$7 Descriptian of Materials V1L Tests car Notes
0.(} 5ymbol
1 ~ SiLT, with roots, a trace of Gravei, dark brown to
1.0 NE ~black, maist.
1 2_01 G~ (Toosoil) ~
° STLTY GRAVEL, med.ium to coarse graired,
~ bmwn, maist, de-nse.
~
~ (Allurrii.ur,)
P(lQRLY GRAIAEi1 GRAVEL rwitti SILT, metiiwm
Gp 3to coarse graired, witb cvbbles, brown, moist, c3ense.
°c GM , {Alluviram}
m
u ,
$.0 ~
' PUC]RLY GRADED G1Z4YEL, fine to rnediurn
grained., grading ta Poarly Graded Sand below 18,
brQwrr, nioist, dense.
(E111uvium)
Q ,o
~ aQ
w GP 7a I
~ ,fl
F►. ~a i
~ , C7
o'
o 2o.0
~
~
x
~
~
~
~
s
a
~
~
~
~
~ .
, a
~
o ,
~
~
~
0
a
~
F-
h
~
CLC -
.
, Associates, Inc.
j December 21, 2000
CLC #S000470
i 707 wr Ave., ste. 20o Spokane County Public Works
i Spokane, WA 99204 Engineering Development Services
1 (509) 458-6840 1026 W. Broadway Avenue
(509) 458-6844 Fax Spokane, Washington 99260-0170
Spokane, WA - Denver, CO
Attn: Bill Hemmings, P.E.
RE: Longview PUD
Street and Storm Drainage, 2nd Submittal
Dear Bill:
Enclosed please find the following, submitted for your review:
■ A completed, signed submittal checklist.
■ Two copies of the street and storm drainage plans, stamped, signed and
, dated by John F, Saywers, P.E..
■ Two copies of the drainage report, basin maps, and calculations,
stamped, signed and dated by John F. Saywers, P.E..
I ■ An inspection agreement signed by our client.
■ Pavement design information, signed, stamped and dated by John F.
Saywers, P.E.
■ A letter from Fire District #1, indicating approval of the hammerhead
turnaround on 2"d Lane and Corbin Lane.
' ■ A spreadsheet used to calculate the widening on Long Road.
■ Three approved design deviations.
The redlined plans and drainage report from the first submittal have been
misplaced, and are therefore not included with this submittal. Please give me a
call if you have any questions. Thank you.
I CLC ASSOCIATES INC.
TXLA4
John F. Saywers, P.E.
~ Project Engineer
i Planning
Engineering
rchitecture cc: file
dscape Architecture Mike Hume, Tomlinson-Black North
Surveying
.
5ubmxttal Checklist
fvr Rvad & I3rainage Prvjects in Spvkane Caunty -Plafsl'Shart I'lats
This Sul3naittal Checklist is tv be compdeied ctnd sigtted by the Spvn.sor :r Engirreer, and included with eachplan
submittal into the Sprkane County Engineers Office. ~f thrs form is no1 fully complefed and signed, do not
subrrtit plarrs ant1 cadculations 1o Spnkane Caunty fnr revieyv arrd acceptamce. Tncomplele submiltaFs will be
returned and wrll cause urrnecessory delays,,for yvur clierit.
ProjectName: ~or.,L-i V1e-+A]
Spokane County Pro}ect Nv. l 167C7 - 00 Date: 1-z /7-E lo~'i
Prvject Engineer: CL~-' 1~5 c>Cr &iC . Phone: -4~-~ ! cob4 L~
Praject Spansar: UM i 1-6 "-u r" ~ Phone: 4Co-7= -74 '~~O
A. Preliminary Fraeess
Prior to 5ubmittal ❑f Road antl Drainage Plans, the fallovving events are to have already occurred:
(By elaeckirrg euch iPem off shaivn be1Qw, yau are staling that yvu haue verified the.se eventslilems hrrve beeM complefetl.)
}C I r'ldaption of aHearing Examiner's Iteport far this 9ang plat, or a Plannang Regart fflr this short plat.
~ At least ane Pre-Design Meeting has been heId with County staff at the Engineers Gffice.
~An "Agreement to Pay Fees" has laeen signed by the project spansor, and sitbmitted to the County
Engineers C?ffice.
A Channelizataon Plan {e.g. signing and striping plan} of public rvadway inaprvvements, has tseen
coordinated and discussed with the County Engineers Office.
B. Road and Drainage Ftan Suhmittal
The items listed below are to be provided as a minimum with a raad and drainage plan submittal. Additivnal
information rrzay be required tv dernonstrate that the plans meet all applicahle standards.
(By checking ' yes"for each rtem sirown belaw, ypu are verifying that these iiems have $een carrrpleted crrrd ure mcluded in
thrs suhmittal F'or urry box checked "rrJa"; a wriFten justification of aray omissiorrs at the end of thrs sectian is reqarrred)
Item Descriptinn
~~+es Road and drainage plans, tvvo prin# sets. (Certificataon statement on cover ofp4ans)
yes nla One set of plans on 24" x 36" mylar media, vr CAD electronic file .17WG rrae DXk' format
~+es ~ Each F'ian Sheet of recard is signed and dated by the project spvnsor.
es ~ The road artd drainage design meets the Fequirements of State Taw, WA,C 196-27 regarcling
"cvnformity with accepted s#andards"; that is, the design reflects the "state of fhe practice"
for the prvposed concept. '
es The plans, Drainage Repart, basin map(s), and any other ca)culations are stamped, sigrned
and dated by an engineer licensed in the 5tate of Washington.
es nla Drainage Report, t.vo sets. To inc]ude: basin map(s), Cime of eancentration rnutes in basin
map, and Certification statement on cover of repgrt and basin map.
yes y nla~ C;eatechnical Repnrt, one set. (Tnclude aii soil test pitl'bor2ng lags.)
r es nla 5tructural Pavernent Calculations, one set
e-yes ~ n/a Cross-slope grade calcu2atians fer road widening projects.
Ilern Descriptisan
yes ~j 11F1aintenance Manual and Sinking Fund calculations fur elrainage facilities located muCside
of Caunty road ripht-vf way-
,""`yes,~) nla Written explanatinn of whofwhat entity will be responsible for maintaining drainage
facili#ies which are locafed outside of publie rvad right-of-way, and that the plan as
acceptable to the CoUnty Engineers C]tTice.
yes e~~ Channalixation Plan, Qs ssgning and striping information provided in the road plans. Ta be
included in road and draiDage p]an set.
es nIa 1 have read the Hearing Examiner's Report (long plat), or Planning T]ept. Findings and
COndi4ivnS {5}lCrrk plat), fpr this projeCC. The deslgn meet5 1he CCrn[3afiqrl5 in the repDtt.
ves nla C4py of Approved Design Deviations.
es nla Fire District Approval, for psivate roads.
ryes ] n/a Lot Plans. Required for any lots with dra3nage easemercis and which front apublic road, or
for lois which receirre and trea4 runvff from a publac right-ag waY-
yes (,2La:) Any apglicable S#ate and Federal permifs have been obtained. (i.e. UPA, 3AR.PA, erc-)- For
Perrniis with conditiQns, a capy of the permit and conslitions are inciudcd in the plan
submitdai.
K Yes, nla Inspectivn Agreement between the sponsor anri' its engineer.
yes Far off=site easements to be granted to Spvtcane Caunfiy, the follovaing items shall be
included: tegal descrip#ion, exhibit, and proof vf ownership-
~es ~ n1a Erosign Contr~l Plan, required for "Majmr Larad-Disti.trbing Activity." To be ineluded in
the road and drainage ptan se#.
Exptanatinn fvr any items 1`zsted ahove which are not ancluded in this submittal:
(Nvte: an Insufficient juslificatinn of why an item was not ine➢uded in the submitted, ar incvmple#e documents, may resuit in
[he subraiittal being retutned without reWiew or wiih6ui acceptance. Provide a#tachtnents if necessary-)
By signing below, the engineer is stating that the information provided in the submittal is cnmplete, that ttie
information provided in the Submitlal Checklist is accurate, and the plans and calculations are in aceordance
with the Spokane Cvunty Stcmdards for -Raad & Se►+er Cnnstruction, and the fauidelines for Stormwater
Mancrgement, except where an a oved Design ~]euiatinr~ allvws sathenvise_
T
Engineer's Signature: ~ 4~~0.4~~ Dafe: 1~~
~U ~
'
Engineer's Nanae: r ~
(glease print)
~f there rrre any queslioras abaut this form or apprvpriute prcaGedures please call Development Services,
S,pakune Courity PubdTC Warks, ar (509) 456-3600. .
For Spo'kane County 1.Tse an1y
Submittal Nv: Caunty Plan Reviewer:
Accepted in for Reuiew vr Constcuction
Returned to ihe engineer withaut review andlar acceptance, 5ee a#tached letter of expianafiors.
Processing L?ate:
Sabmitta2 Checklist 2
Spokane County Pritalic Wcrrks; Apnl 29, 1998
Work
ORTHWE
~
Authorization
' ~ 3G28• East Feiry-. . . „ ' - . • _ - ~ . • - - ' _ . ' ~ - _ , ' '
Spvkane,.WashinOan-99202 - • - • . • , ~ . .
~ (509) 534-9711' • - . ` ' ` - - ` . ' ' .
-.-'Piease reView lhis ,rnformatian careTully~ to verify ,the muiusl understanding anei terrns af this VIlork Authorizatiorr. .
Ariachmenfs applicalale to`this Work-Autheriaation are checked_ Provwsions ot appiieah!e aiiachmen#s are hereby made a~
part ~f.,tf~is`'~3Uork Ruthorirat'ion. ,PleaSe return_a signeci _ariginal 1fVo6k,Authaeizatinn to ST! Northwest to aut~ronize the ,
. :~york ty begin.
~ .1. ~ PRO1ECT INF(?RMAT1flN
_ . . _ _ . _ , ~ • '
- ~ C.9ient"Name: Phons: (509)467--1400
~ ..6illing'Address: ' $265.1fcrrth.'Divisi.vn Street', 5nokaaae, Nashington 99248 .
'
- Cuent's Representa4ive:. Mike•`-Hume PGtane_ [509]467-7400
- Fiepresentatiae's Address:, ; SaEme . as a'hove
. Wt►rk'DescriptEon: Cnnstructi.mn inspection -and material= testinp- ner Attacbment "A". .
~ , - - • - . . ' - ~ . ~ - - . e ` ' , " • . -
- Lacafitin o# Work: 4t$ ~ Lung, Road . - ~ ~ ' - .
. ,Clierit Wi1l Proaide: Appr6-~ed• p1ai~~, -lpermits- and pzvices,sing f ei~s. •
, - , _
'2:-.`APPLICABLE,ATTACI-iMENT: ' ' ' : - • ' . ~
.,•:Rtt'a~chmerits which apply to- ihis WA Ai.ithonaatiofi, must tie checked.
~ ~ • , DETAILE[] QESCRIPTIJN-OF_WORK:,:` ' - • SEE ATTACHMENT "A" 10 . ;
' . _ ~ ' - _ ~ ~ - . . ° •
= , NQ~IC~ ~~D C3YI~NER; SEE~ATTACHM~NT "C° N.
3. , PkOPDSEC]'O.EE - - . y r ' , _ . . , . . ' , . ° ' ' • ' ' , ~ - - , ' ~
' . BRSICIGES FEE`-;;
SPECIALSERVIi;ES F~ecormr~endeti Budge#`. ~ " ~ ' . ` - - _ • : NA~~i _
- ~ ' ,s ; ~ : - . - . • - - _ ~ _ ,
`-P-Rf3GESSI1dG FEES Recorrfriieiidec,i Budge4=' • ~ ` ' ~~i~ ~ ' - ° ' ' ° - . k - -
~ • . _ . - •r,; . • • _ - y;. . _ _ _ „ - N .
. " 4: _ ~CECUTtaN..f]'~SWORF~ ~13T~O,,RIiAT1bN _ - K;;•;=; - ' ' . ~ : - ~ ~ ; : . =
' 3 - TtietLIENT r.anriiina that. he'h~s~received cvpies:a#-a11 app#icabfe- at6chments,as indicated'aGave a'nd all fi►ie pages
f` -~,.of,4his 11'Varfc i4uthorizatiorl=forrir~~ar~d t~iat=811 ih{vrt~iatibii~i•the Vllork Autk~orizalior~~istn~e, and' correct.„
_ , . . • " ~ ' + - - - - ' ' • • . , • . • - - • - • `
• 'CLIENT: Ic. r' . : _ _ . , • .
. . , _ ~ _ . , - - - • - I~ . ~ ~
~ ry „gy. _ ~ ~ ° _ • . . • - ` j, - . ` ; Date:_ ; - • - ~ ~ _ . "
. . -EN~i~ I TI' la _r . ~a . r` ~ •~~,rq ~ . - ' _ • . , ~ I , l _ ' ' ` ,
BY:--~Tifle: Vice _Pies:iden1- Ey2rfe:
~]a~ W:A. Receiued ~rofri CL9~ ` _ • ` . , _ _ . - ` Da1e W.A. Prop~sedy • 11I92 I00' .
.1ot~ Narte: , . " . ~ . Lonpview -Iit~~ection . - _ ~ ~ • Job Nd. . , - • ~ ~ - -
' . L,.-=' ' _ , ' ~ •Y•
_ - - _ ~ - . ' - :
' r • ' . - t r " ~ ~(5~~ZA-TION • . ~ • .
FPICiE 1 OF 5
, . - • . - ~ . . ' , . _ , , REV 10l00,
. . • • . . • : ` - - : . : • _ - n
• ' • - ~ f " . . . _ = ' ".c4 ' . - . ~ - . ' .
9. S_RVIE3l11THtY BILLING PROGEDIlRE AND F[3RN}AT ' • . ' -
The ENGINEER.will present the CLIENT with an invnice each mvnlh wifh BASEC FEES derniaed sepafafely irom -
~ SPEGIAL SERVICES FEES and E7CPEN5ES. _ Charges vsrill ke itemized Cy 'category of work performed by all,_
,-empioyees coliectiVe[y, but uviit NUT be iiemized showing each emplvyee's bil}ing rate_ and. number of haurs worked
❑n the p'rnject. lrtfarmation-de#aifing empEoyee kriieing raies and the exacd nurnber of hovrs worked flri t6 CLiEMT'S
project wigl be made available tQ the CLtENT 'it requested. Charges for EXPENSES wdl be ilerra9zed mnnih6y on each •
` IT111DiCE'. _ • , , , ' • _ • r .
Monthly invoices are, due and, payahle upon presentation and are past dGe 30 days fvllflwEng- the invoice, date. -
Interest at the rate n[ 1'/.°IQ per month wiil be charged_ vr~ aEY pasi due accounis rn~ith,interest. befng calculated irorn the
invoice date__ Interest-wilt be compounded rnanthly. The CLIENT agrees to pay a11 reasonable aitamey's iees andloT
• coAecEion crosts incurred ta callect past due amaunts. WC3RK MAY BE 5U5PENDED ON ANY PRDJECT T,HAT, .
, BECaMES EO DAYS PAST DUE. WDRK WELL NOT RESIJME UNTlL THE ACCOUNT, IS PAfD.7C? A Cl1RRENT. .
: STATUS. , - , . " • . , .
` Within 30 cfaj+s after the invoice date pf any inVOice sent by the ENGINEER #a the CLtENT pursuant ta ihi5 prajectr _
rthe CLIENT shali give wrilten notice (vr any clairx►ed deficiencies, defecls, or. lack of -performance ►tiith • respect tQ, ,
, _5ervices cavered hy said invoiee; otherwise, said services shali be due accarding ta, its ferms as an account stated': _
•The purpose of, this provision is ta provide a rrtea►3s af prampt notice sa that the ENGiNEER wdl. not' be prejudiced ,
and ean. act expecfiiiously to resolve any cfaimed defects, cfeficiencies, or [ac-lt nf perfnrrnance. ' -
10. AU7HaRITY • - , ~ , - n . " ,
- - - - l •
in ihe-case of confficts tretween the WDRK AUTHOR}ZATlON forrn and its ATTACHME{V75 or AMENDMENTS, the
following 'orr3er shall prevad with the hjgher documiant I aking precedence over a docurnent listed unclernea'lh.
A. AIVtEBVDMENT to the WORiS AUTHQRlZAT1CaN ' '
, B: SPE6 IE4L PRt7VISIONS io the WC7Fti{ AtJ7HnRlZATIflN (Attachment "B")
C. - DETAILED DESCRIPTlDN OF WaRFC (Aitachment "A")
- Q.• Execuieel VYc]R}C AUTHORIZATION forrn
11: GENERAL'PERF4RIVlANCE PRUV1510N5 `
' A. STI NORTHWEST, herein referred tv as EN~lNEER, agrees io perfarrr~-pr~afessiona} sen+9ces as c~escr~[~ed ir~ this WORK AUTH9RIZATIL3N including appEicable a##achenenis for -the CLIENT; arad the CLIENT agrees tv
• , emplvy and compensafe the ENGINEER in accvrdance wEih the terns of ttie WC3RK AUTHORI_ZAT1aN. ,
B. _ During:ihe perfarmance vf services'covered by ihis Wt~RK AUTHORIZATIC3N, lhe'scope of the EMGI~lEER'S '
services and cumpensatian thereDn may be adjusted by mutually agreed uoan arrterrdments.
E; Tkiis-WQRIt AUTNORIZATIoN shall 4ae gaverned by the Iaws G€ the jurisslic#ion,'of the praject far which the work -
is being'perfssimed orjvlien linere is n❑ praject sit6, then-the jurisdictican,where ttie, work is performetE. • D. • If; tFiirough,nb fauit of ihe EMGINEER,,woifc coniemplated`uncfei the WOR!{ AUTHQRIZATIUN exfiends €onge'r .
ltran,.twelrr6= m'oFiths: frnm the dat+e af 'executivn ot, said~; WORK~ AUTt-~vF~I~TION,'the uri-bilIed ~ BI~SIC, FEE. {afi applica~sle};:SP~CIAL-SER111CES 4~illing rates, andlor_experase items may be increased as muiualty agree[f-for
- eacki •year-the, VifORK i4UTHoRI7-AT16N remains_ in effQCt past,.ihe .first year, tci reflect the incteased-cost 6f;, .
' ` . -:dcling•business.arsdler ehanged cQndslians. : . . - • • . - . - _ . , • - • ° -
- , - , .
E: ' This WORK-°At3THflRlZAT10N rrtay bd tetminated by.the CLIEI'JT-orttie ENGiNEER, by giriing vvrit1e4 `notice
tv
seVen_ days,,irr_ adwaride=bf 'the terr~inalian, date; :by m~rtuat agreement; or;as-~a result= i~f substsntial~_fa91u
perfvmcr, in,acposdante,wi#h-tite terms oi lhe -VIIQRfC AUTHQRfZAT10N•_by the ather party'thraugih no taUl1 •of ihe..
terminaiii~g=party.,. lf, for'ar~y,reasnrr this WC3RK AiJTHORi7~T1~3N.is terminatee~; the EN~ENEER s3~all be paid -
fo`r ihe exterit af se-rvices performed'try him fo:the terminat3on dafe incFudir►g,reimbursable expsnses then due__
F. =The drawing originals, -electronic files2 specifications,. reports, and,gqneral,project fles praduced in pursurt' ofi the ,
° work caniempxated_under this 111IORK AIJTH[3RIZA71,ON, shall rerriain in'the, p([i,erty ~n( ihe ~ENGINEER _ TI~~ ~
- • GLIEIVT shall be ent4led to one sef- o'f apprr~ved, bluetine prinES, specificati~rns, repor#s, etc, applica~rle to his
, 'p~a~icular-=WC~RK AUTHORIZAT~lC?N,:as ppr1 of the BASIC FEE. The CLlENT shali be entitled io additirrnal
- copies andlnr second originais of dravvings, specilFicalions, repnrts and prajecfi'files for the cost of handling and
' , , - • - s'n wvRK AuTF7OxIZA110N ~ . . .
• . - • - - _ PAGE3 0-F 5 REV 1OJUO
i
4
ik
t
ti
I
'
4
~~t
~
i
I
'
~
~I
I
4
,
~
~1
I
1
'
1
k
1`
~
~
~
M
t
~
i
t~
i
~
`
i
t
Inspectian
page 2
2. DESCRIPTIQN 4F 1NQRK
Inspection by STI Northwest personneF vr other agency persvnnel s}aall rra# relieve the
, cvntractvr of his responsibility ta carastruct the facilitses covered by this agreemen# tv #he iine
and grade shvwn on the apprvved plans or as staked by the engineer. 7his contract
agreement dves not incfude constructian management, scheduling ac#ivities, or preparation of
irrigativn "Recvrd ❑rawings" as required by Spokane County fvr final acceptance of the street
and drainage pkans.
1 . The scape of these construction engineering senrices includes:
A} Periodic vbsenratron and repvrting of specific constructivn actFVities on this
proJect which include; 5ewer, 5ubgrade, Ba5@5, Pavemenf, Gancrete Curb and
Gutter, Sidewaiks, 5tarm ❑rainage, and Matsrial Testing;
B) Mairttenance of afl canstructivn records refated to cvnstruction activ4ties autlineaf
in paragraph "A" abave, which may include; daily inspection reports,
manufacturers' certifications, rnaterial test reports, and correspondence;
C) Assurance that the construction of the rvads is accvrding tv the approved plans
accepted by the Spokane Caun#y EngFneer, Spakane County General ProvFSians,
the Stancfard Specifica#ians, and applicable partiflns of the WSDOT Construction
Manual;
aeVeiapment of Past Construction Recvrd Drawings for Sewer, 5#reet and Stprm
Draenage Facitit"ses; it is understvvd the facifi#ies inspected by #irms vther than
STI Northwest will be certified by those firrns in afvrm acceptabfe ta Spvkane
county;
5. CoQrdination of the testing of cvnsfructivn rnaterials far compliance to the plans
accepted by the Spokane Gvunty Engineer, Spokane County General Provisivns, the 5tandard Specificatians, and applicable por#ions of the WSDDT Construcfian
Manua9.
2. Prinr tv accep#ance of the roads and drainage faciiities by Spokane C❑un#y, the
Engineer shall submit ali construction records and the Recard Drawing tv the Spokane
Cvunty EngEneer.
3. The effvrt ta camplete inspec#ian and certifications in aGcordance wifh Spakane County
requirements varies widely and is closefy relafed tv hvw well yaur contractor plans his
activities, communicates with our inspection staff, and #he quality ❑f hxs wvrk. A pre-
construction meeting with #he contractar, project sponsar, and STI staff is strvngfy
recommended privr to cammencement of any construction activi#y. T'his meeting will be
held to determine the schedule, client contact, owners representative, and payment
responsibifity for re-inspection charges fvr incomplete vr inadequate wark.
Inspecfirvn
page 3
STI Narthwes# wi[l provide as much soii and materials tes#ing in house as possible, hut wifi not
hesifate to use outside consuitants where their 5pecialty is required. Vlle feel we can pravade
better service in quality contrQl, and streamline fhe Enspection process as required by 5pakane
County.
STl's inspection and material testing services are billed vn a time and expense basis. A
mvnthly inavice will be prepared and sent to ynu fvr #he tnspection and materials testing. The
amvunt af tesfing Gs impossible to anticipate, and will require your cvn#ractar and construction
manager to cvvEdinate with our inspectian departmen#. As you know, there are some soil and
material testing guidelines required hy Spokane Gvunty, buf the requirements are only the
minimum and additionaf testing may be required.
TFH Inc. agrees #o provide certi#ications to STI far cnspectian work prvVided by o#hers, or
arrange for appropria#e certificativns fram ather firms TFH Inc. shall alsv include prflvisians in
their constructiQn confracts to back charge theMr contractor fvr the c❑st of 5T1 services which
may be required for re-inspectian or re-testing of facflities which faifed to mee# the required
standards. Billings fDr said re-inspectians wifl be carefukfy identified ❑n STI's billing to TFH
Inc,. TFH Inc wEll be respansible to back charge their cvrrtractor
It is alsa understood #hat na work shall cammenee within any pvrtian of the propased Spakane
Caunty Righ# of Way without #irst ❑btaining a wrEtten perrnit and approved pfarrs from the
Gaun#y Engineer. It is also understoad that any project facilities eanstructed withaut adequate
inspectivn and documentation by 5Ti Narthwest will be remvved and recvnstructed in
accardance with approved praject pfans and 5pvkane County 5pecificativns, vr STI will nvt be
respvnsibfe far praject certification or submission of recvrd drawings to #he County Engineer
7he services ciescribed herein will be performed as needed and bilfed on the basis vf time and
expense as outlined in fhe maximum hvurfy bil4ing rates by jab classFfication included in the
Wvrk AuthorEzation. V11e estimate the cast of inspsction, rnaterial #esting, Recard Drawings,
and Certification services as vutftned abvve to be appraximately $15,935 00.
WDRK AUTHDRIZATIQN
ATTACHAIIENT ",C"
NQT1GE TO O1111NER DF R1GHT TO CLA1M A LIEN
IfviPORTANT: REP►❑ BQTH PAGES DF THIS NOTIGE CAREFVL4Y
TV. TFbH C[1IpoTr7C14g TO. HlkC Blli~e
Owner AgentlCvntractor
FRDIUI: 5Ty NC]RTHWEST
E)ATE: Povember 02. 2000
PRO.1ECT. I.vngvieW Irispectivn P'RI3JECT
THIS 1S N[]7 A LlEN: This notice is sen# tv you to tell you whn is prvvidirag prvfessional
services, rriaterials, Qr equipmen# far the improvement of your pra,perty and tv advise you af
the rights of these persons and your respansibilities. A1sv take note that tabaters ❑n yaur
project may claim a Iien withaut sending you a notice.
DWNER1C3CCUPiER OF ExlS"TING RESIE]EfVTlAL PROPERTY: Under Washington law,
thase wha furnish labor, prvfessianal services, ma#erials ❑r equipment fvr the repair,
remadel, ar afteration of yaur vvvner-vccupied principal residence ar►d vvha are not paid,
have a right ta enforce their ciaim fvr payment against yvur prvperty. This clafm is knvwn
as a construction lien.
The law limits the amvunt that a lien claimant can claim against your praperty. Claims may
❑nly be made against that pvrtion vf the contract price you haVe not yet paid tv yvur prime
contractvr as vf the time fhis nvtice was given tv you vr three days after fhis nvtice was
mailed to yvu. Revierrv the second page af #his notice for m❑re irifvrmativn and ways to
avoid lierr clairns.
CQMMERCIRL AN[31C]R NEV RESIDENTIAL PRflRERTY: We haVe vr wiil be providing
prvfessivnal services, materials, Qr equipment fvr the impravement of your commerciaf or
new residentiaf pro}ect. !n #he event you or your contracior fait tv pay us, we may file a fien
against your property. A lien may be claimed far alf prvfessionaF services, materiais vr
equiprnent fiamished a#ter a date that is srx#y days before this nvtice was given tv you vr
mailed ta you, ur,less the improvement to your praperty is the r,vns#ructian vf a new single-
family residence, then #eR days before this no4ice was given to you Qr mailed ta you.
iMP0R7ANT lNFC]RMATfON ON NECT PAGE
STI A`1TACHMENT G
FAGE 1 dF 2
SENDER: STI NORTHWEST
ADDRESS: -3628 East Ferry
SPOKANE, WA 99202 TELEPHONE: (509) 534-9711
Brief description of professional services, materials, or equipment provided or to be
provided: Professional engineering and related services.
IMPORTANT INFORMATION FOR YOUR PROTECTION: This notice is sent to inform
you that we have or will provide professional services, materials or equipment for the
improvement of your property. We expect to be paid by the person who ordered our
services, but if we are not paid; we have the right to enforce our claim by filing a
construction lien against your property.
LEARN more about the lien laws and the meaning of this notice by discussing them with
your contractor, suppliers, Department of Labor and Industries, the firm sending you this .
notice, your lender, or your attomey.
COMMON METHODS TO AVOID CONSTRUCTION LIENS: There are several methods
available to protect your property from construction liens. The following are two of the more
commonly used methods.
DUAL PAYCHECK (Joint Checks): When paying your contractor for services or
materials, you may make checks payable to the contractor and the firms fumishing you this
notice.
LIEN RELEASES: You may require your contractor to provide lien releases signed by all
the suppliers and subcontractors from whom you have received this notice. If they cannot
obtain lien releases because you have not paid them, you may use the dual payee chedc
method to protect yourself.
YOU SHOULD TAKE APPROPRIATE STEPS TO PROTECT YOUR PROPERTY FROM
LIENS.
YOUR PR1ME CONTRACTOR AND YOUR CONSTRUCTION LENDER ARE REQUIRED
BY LAW TO GIVE YOU WRITTEN INFORMATION ABOUT LIEN CLAIMS. IF YOU
HAVE NOT RECEIVED IT, ASK THEM FOR IT.
• STI ATTACHMENT C
PAGE 2 OF 2
!
. j
t~
PAVEMENT DESIGN REPORT
for
LC3NGV1EW PtJD
NavEMBER, 2000
cLc No s000470
Prepared far :
Mike Hume
8205 N. Divisifln Skreet
Spokane, WA 99208
Prepared by:
C. L. C. Associates, Jnc.
707 W. 7th Aven►ae
Sutte 20(]
SpCykaI7E, wR 99204
(509)458-6840
.
.
PAVEMENT DESIGN REPORT
for
LongView PU D
Spokane County,lNashington
Navember, 2000
-e desig~t ~e~pros~ement~ ~~or~~ ~~~~a G'~_ e~f plan~~ ancl calcula+~ons~c~aif4xxu,~ o~he
a'Pp~ic~~rle t~c , pa ane IC~o~~i y 5 a~nd'a ~ds f r uad an Se er ~nns uctio a~ '
the Spal~a~~ Co t~ ~uic~e1i~ fnr ' o wa r." a a ~nt. 31 desig~ evi '~i n h
been approved, tne 5po a~ae ~Cae~ ,•n ' e r~I app wa~e t'~ese pta~s an calcula ~'v o
c nstruc~inn.
This eeport has been prepared by 6Vefsvn W. Csgren vf GLC Assacaates, Inc. under the
directivrc af the undersigned prvfessivnal engineer whase sea[ and signrature appeaf
herevn.
S
~
lk p
~ 0036212
a' Cly-~'~ b
~10?VA ~ .0 ~
~E?tFIFtES _ 05•f8' el ~
Jahn F. Saywers, P.E.
e
LongVievv PUD
Pauemenf -Desrgn Narrative
PROJECT DESCRfPT1ON
7he Lvngaiew PUD cansists of 53 single family cesidentia! lots on 11. 12 acres. The prvpvsed
devefopment is located west of Lorag Road, east of Tschirley Road, between 2"d and 4'
AWenues within Spokane Caunty,lNashingtvn. The site is presentlyvacant. Avicinity map has
been included within the technical appendax of this dacument. SpecificaHy, the praject is
Iocated in the nvrthwest 114 0f Secfivn 19, Township 25 North, Range 45 East, W.M. wathin
Spokane Cvunty, Washington.
Lvngview PU D cvnsists of app raximately 2900 linearfeet of new street, curb and sidewalk,
inc[uding widening frontage on bvth Tschirley and Long Raads. Vicinity and soil maps have
been included wVthin the teChnical appendix of this dvcument. _
SUNlMA1RY OF DE5[GN
The purpose of this repvrt is tv summarized the results of the stractural pavement design for
Loragview PUD. STf Narthwes# geoteehnical staff have perFormed onsite soil investigations at
nurrmerous IacatiDns arvund the praject specificalEyfvrthe purpase of dra'tnage and pavement
design. Test Pit hohes 1#hrough 8 are in close proximity to the prvpvsed rvadways. We have
determfned that these test hoies accurately represent the subgrade soils.
SOPLS
As can be seen from the accQmpanying saiis map from the Spakane CQUnty Soils Su rvey as
perfvrmed by the 5C5, the site consists of vne soil type within the Class B designation.
GgA - Garrison graveliy Ivam, 0 #0 5 percent sIvpes: This complex of svil is a somewhat
excessiuely drained soil fcrrmed frvm avarietyaf igneous rflck. SurFace runofFis slvw, and the
hazard of erosion is slight. Spokane Coun#y Guidelines for'Stormwater Management indicate
this #fl be a 5ail Graup Type B and pre-apprvved for drywell installativn.
The test pit holes were excavated ta a minimum of five feet belvw existing grades and were
lvgged in general accordarace with USC mefhods. The attached site map shvws the test hafie
lQcations. The road sections were determined from the Spokane CvuntyAlternate Pavement
Desrgn, Table 3.16 of the 1399 Spokane Caunty Standards for Road and Sewer Cvnstruct9on,
based vn soil classification and road classifica#ion. The resvfting pavement design is:
6L 2.. Class "A" ACP on 8" GSBC (lacal access), based on sails types of GP-GM for
Tschirley-Road and Lorrg Road. 4th Lane is designed at the time of design as a pr0vate
C. L_ C. Associates, Inc. - Dl Pavemen[ Design Repvrt
e
road, butwif! become a local access puhlic rvad in the future. Therefore, the pavement
sectian far 4fh Lane is fvr fhe future Ivcal access designat9vn.
2" Class ",A" ACP on fi" CSBC (pr'rVate rvad), based on soils types of GP-GN! fflr 2"d
Lane, 3`d Lane, Garbin Lane and Manifold Lane.
C_L.C. Assvciates, Inc. D2 Pavement Fesign Reprsrt
S
APPENDIX
MAPS
V1CIN1TY MAP
SCS SDIL MAP
TEST PIT LC]CA,TION MAP
SD1L TEST P!T LOG5
~POKANE COUNTY ALTERNATE P"EMENT DESlGN
MAPS
VICINITY Nf'AP
SOILS MAP
TEST F'IT LOCATION NfAP
~ 0rj
~ I Gt C}b A ~ ~ ~ 0
L)
(D1 S
v~ 0
?I
s
L
~ r/AC-
, ~ Y ",/IE`~ ~
~ p ok ` is
AN 16
' -90 ~ L0CP,
W
~s 3[l i 24 VA 29
~
~ ~5 CD
33 34
6 iaND
~ 3 ~
31
~
3 ~ ~w
~ z
•
~CI~r~
,
~
. ~
SOILS MAP
~
'SPOKANE CoUNTY, VVAsHINGToN - ~HEET NUMBER 76
R&4 E E R. G5
E
„
_ -a _ a ' t-• .
F
~ _ . ~ 3a ♦
!
- ~i
_ ~ _ , ~ i _
- -
~ ~*4i~~r0. - 4~. ~ ~Y~~.~ Y~$._ _iF'.• ~ f' .d`_ .aw.:tl~'~
< i
~ ' g - ' F~ _ x ~ ,ca ~f _ •
SCS SQIL SuRVEY OF SPC)KANE COUNTY
SHEET 76
TEST PIT
LOGS
,
' U 5. SfEVE pPEN1NG [M iNCHES I U S. $EVE hfiJMBER5 f HY[]FtQNE'fE4$
' 6 4 2i5 1 W4 712 318 34 6 870 7416 20 30 40 50 60 7DD140240
'9'5 ~ - ° __-__._4 ~~"'r-" ~
90 -----I - ~ ~ ~ I--____- ~
85
-s.-~- I' ~"---L~~-. ~"'--.x..µ-~--- I-'y-----~
80
~
75 1_.~-- - .----4-.~ I .~_----k
70-- ~ - - ---_T I
;
;
65 I~-=--= ---_~---I -r~---- ~-------~I
_60- -
~ 55 -----I 1-.---- --I I----- - -r
~ I
~
z 4~-- , -----1-~
~ 4
w 35
30 ~ - ~ I
45_ _ -
I
I
aa ~ I- ~ - °
,5
,o - ~ I----- - ` ---_I
~ ~~_l I_ - - I I -
0
1[o 10 1 01 0.01 QMi
GRpIRI 51ZE IM MILLlME7EFf5
CO6BLE5 ~ RAVEL'~ i ~ ~ ~Sm
N i 51LT OI~ C4AY
5peefinen 1dentification Glassi'fication ~ LL ~ PL ~ P1 ~ Cc ~Cu
• TF'-2 2.0 GP-GM, Poorly Graded Cravel rnrfth Sitt and Sand 117.25 096.~
M TP-4 2.0 ~ GP-GM, P~rly Graded f3raael with SiEt ar~d Sar~d 17.07 ~16'~.~
■ ~'~P~ 2.0 ~ GP-GM, Paarly Graded Gravel witfa SiFt ared 5and ~ 5.24 ~164.6
f I l ~ ~
specimen lde►~tifiGation ~ o100 ~Dso o30 ~ o10 f QeaGravei I 6rosana ~ pat I %clay
$■1 TP-z 2.0 1 76.2 1 26.19 SA65 k ~ 70.7 1 18.1 ~ 10.6
° MI rP4 2.0 1 76.2 1 10.734 2.806 61A ~ xr.s ~ 10.5
~ • ~ TP-s 2.0 ~ 76.2 ~ 12.043 { 7.149 52.19 36.6 ~ 10.1
~ I l I I ~ I ~
~ l I I I ~ I ~
~
~ GRAiN SIzE QIsTRIguTIvN
~ Projeet: Longview, PUp
~
~ Laocabon. East oi Tschirley Raad and 3rd Avenue
~ ~
° ~Tf NORTHWEST Number: C-20-Sv00470
~ .
. LOG OF 'I'EST PIT
."'l NoRrHwEST
PROrEe~r: c-20-SO00470 ~sr Prr: TP-'I c~tecbnical, Investpbon LOCATIoN:
~ngview, Pun - ~ne, STA 12+00 25' LT
East of TschiFiey Roaa ana 3ra Avenue
spokane Cuunty, Washington
T3A1E: 10f24100 I SCA1.E: 1" = 4'
AS'EM
Elev. I?ep!h Ti]2487 , Description QfMatesials WL Tesds csr Notes
0.0 Symtaol
1.0 SI[.T, with rocats, a trace of Grar+el, dark brown to _ black, maist_
('I'~oill ~
PCIURLY GRAUED SANU with STLT and
GRAVEL fine to meditrn gmined, brciwn, moist,
~ dense.
~ {Altirvium}
0
° SP -
c
~ sM
n~
~
P-
.
~
~ Ln -
~
~ 10.f]
-v ~ PUDRLY GRADED SANF] wit'h GRAVEL, mixec!
~ avith 9~ge cobb1es and boWders, ligtri brvwn, rroist,
dense.
~ SF - (Aliuvium)
cc -
n> -
w 14.4
MORi,Y GRADED GRA"YEL with SA1YD,
medium to caarse grahxx~ Iight brown, dense.
a,
'ad (AIIvViunn)
~ oC~
7
~S Vr
w+ J"~
CJ] ° le ~
a
~ 24.'6 ] ~
~
~
a~
~
~
g
~
~
N
❑
~
~
~
~
~
v
v
a
~
w
~
w
r
• a LOLi ~~T 40
►'rf Nfl'RPHHfEST
PRoJEc[': C-20-SO00470 TES`T PIT: TP-2
Geateelsnirral Investipbion LOCATIC}N:
Longview, PUD ~3rad Lane, STA IS+fi0 on centerline
East of Tschirley Road aQd 3nd Awenue
SpQUne Coudty, Washington A~'p *~p`~,~,/
~CA 1 !i. Iu1L~'q~ ~ 47~ALE. IFT = 4'
l771lYJ
Elev. Depth D2487 Tescription ofMaterials VIL Tests ar Noies
().0 SYmbol , -
f ~v
SILT, with noots, auam of Gravel, dark ln~vwn to
l 1.0 ML black, rnoist-
GF ' CT~il1 ~
2.0 t;m pQC]RLY iGRADEQ GRAVEL Fvith SIL'i' and ~
SANI?, mediwn te coerse grwred, with ccr6bles,
~ Gp light hrowr~ rroist, derse_
r ' (Aiiuvitun)
o ~ a PQC3RLY GRADED GRAY'EL with SAND,
~ 5.0 medium to coarse grained, dviih cohbles, bmwr, moist..
dea~.se.
(Allurrium)
~
~
~
v
U
~
~
~
~
~
~
0
~
~
~
a .
~
H
c°
~
~
~
a
'd
~
•
~
~J7
~
O
C.
~
~
a3
s/]
~
8
~
~
C]
d
p
~r
a.
[7
0
~
O
~
s-
w
~
rn
~
ti
LC3~ OF TEST FIT ~
j*1W NORTHY4iEST
PR{77ECT: C-20-SO00470 TEST FIT: TP-3
Geotechnical Investigation LfCATI0N:
Z,nngview, PLTD Mbni#'+n1d, S"1'A 18+00 24' R'1'
Fast nf Tschirley Rsrad and 3rd Avenpe
Spolcane Coynfy, Wa..4hing#Dn
; I3A TE: 10124100 ~ SCALE: 1" = 4'
AS1'Hi
E1ev. Depth [72487 Descripfian ofMaterials Wd., Tests or Notes
o.o SYmbal
rk
SLLT, ►~vi th roots, a trace of Gravet, dark brown to
ML
black., rroist.
G~' ' (Taosail) ~
2.0 , GM a-POURLY GRAUEll {GRAVEL with STLT and SANI), meiitun ta coarse grairwd, }ighl browrr,
moist, dense,
(Alluwium)
P(]ORLY GRADED GRAYEL wi#h SAIV'T3,
0 ~i meditun in Coarse graittecfi, with r.abhtes, brown, moist,
ctense.
~ ens (Altuvium)
~ ° C5
~ ~o I
~
rn _ ~
~ 10.0 b 4
PO?RLY CRAIIEiI GRAVEL with SANO, fine to
rnediuQn grained, krowi, moist, [ense.
10 (Allurrium)
0
~ Gp aL~
1.0
~
~ 15.01 ~ POaRLY GRAIIEA SAND, rrediwn tca coarse
gmined, arace of C,ravel, brown, moist.
~ (Alluvitam)
~ SP - -
- .
~ -
0 2f}.a y
~
~
~
~
~
~
.
ca
v
~
0
0
r
~
~
~
~
~m7
H
• ~ LOG {DF `~~ST PIT ~
~!°~`1 ~ORTHWEsT
PRC33E{"I': C-20-54(IU470 TEST PIT: ~P-4
Geatechnical Investigati4n I.,UCATIQN:
Lnngview, PU13 4th Lane, STA 11+70 2[}' LT
East afTszbirley Ruad and 3rd Adenue
Spokane Caunty, Warsbington pry~~ {
~t91 iv. 10In l~ ~c ~L+l"11..1.'. i" = 4-
ASTM
Elev. Dept.h L24$7 Descraption vf Materials WL Tests or Notes
Symbol
SII.T, witts r~ts, a trace ot Grar+el, c~arkk t~rowr~ to
_ I.O~ blac~c, r~nist.
; ~ ("Ta~vil) ~
7 P13QRLY GRAUEfl GRAti'EL with St.T and
GP , SAAI'VVD, mediuom to coarse ,grained, with cobbles,
~ GM 3 1ight bmwri, moisL dense.
~ (Allunrium)
o '
~ 5.0
~
~
~
~
a
c~
v
~
~
b
~
~
~
0
:
~
~
~
~
a~
1°
~
0
ta
~
w
~
~
~
~
~
~
~
~
0
~
~
a~
~
~
8
a
~
. `
4
C?
~
M
~
6
~
~
~
.d
~p.
4p7]
h
. , T.OG OF TEST PIT ~
A'rl NORPiWEST
PRQJEcT: c-20-sOooa79 TEsT Prr: TP-a „
ceorecWcaf tnvestigabon LOCA71QN:
L.nngview, F'UD - 4th Lane, STA 15+50 s►n centerline
East afTsebirley Rvad and 3rd Avenue
Spokane Coun#y, Washington TIATE: IWMOD ~ SCALE: 1" = 4'
ASTM
Elev. Depih T32487 Description of Materials 'uVL Tests orr Alvtes
p.o Symbof
SiL,T, with roots, a rrace of'Gravel, dask 6rawn ta
black, ruaisL .
q ; ' ~ {Tvnscjil~ ~
~ 2.~f GM Sfii.,°Tl" GRAVEL with SANU, rneciium tcr caarse 3~~rair~d, with cat~les, light hrow°r~, rru~is-~ der~se.
r-- (;p ° SAiluviinnl Pt~01.~'' GR~ED GR4VEY, with SILT and
q 5.0 o SAiYD, metiium to coar5e grained, wi[h cobb)es,
v - brawn, rnaist. dense.
(lllluviwn)
~
w
. ,
~
~
~
~
~v
o
~
~
0
~
~s
a
~
a~
,
°
~
aa
~
~
^C
~
~
...GI?
`L7
~ •
~
D
G~3
q~
V7-
_
~
0
F
H
w
i9
0
~
E?
a
~ t
~
' Lluk"" OF TEST PYT ~
NL?RTkiWESfi
r1tOJEc'[': C-20-SO00470 TESr Prr: TP-6
Geotechnical Taves#igativn _ LacA'['[ralkl:
I.ang►rie►v, FLTD Corbin, STA 12+90 an ceeterline
East of Tschieley Road 2ind 3rd Avenue
~pokA,Q£ COt1Dtyi WashlAgtflll
C3ATIE: 10124100 ~ SCALE: I" = 4'
a51'M . .
E[ev, Depth D2487 DescripbionvfMaterials VVL T€sts or ATrates
o.D Symbol
T Sll.T, with roats, a 1~-ace of'firadel, da~}~'ow*s~ to
1.'~ ° black, moist.
rr~ir3 ~
.
,
PtIQRLY GRADETI GRAVEL weth SILT and
~ SAND, mediun to coarse gminecl, bmrvA moist,
GP } dmw_
'GM ' (Altueritm)
~v` 5.0 j POORLY GFtADED GRAYEI.. with SILT and
o -1 SAND, tnedium to caerse graired, with cobbles, .
~
light brvwn, rrnotst dense.
(Alluviwn)
~
a~
~
2
~
~
e~
~
73
~
~
0
:
~
~
~
~
~
~
12
~
~
~
~
a
^a
~
~s
~
c'n
~
~
v
~
~
nti
w
~
~
~
F
~
~
~
Pa
~
O
~
Q
a
H
w
~
w
c-
~F TEST PIT ~
ffrff N4]RTHINESF
PRorECT: c-20-SO00470 PiT: TP-7
- CeotechIIical Investigation LQCA'TION:
LnngVievv, PFJ'D -Tschirtey, S`l'A 12+00 2W RT
EasE of Tschirley Road and 3rd AvenQe
Spokane Couaiy, Washingtan I7ATE: 1017W(1D ~ 5CAI.E: 1" = 4'
ASTM
Elev. Depih D2487 Description af Materials WL Tests ar Notes
0,4 Symbol
~.0 SA.T, with r~ts, a trace of Gradel, dark ~wn ta biae'C, maist.
2 a~ GM ' (7'vnsoil) f
, SIL,TY GRAVEL, medium ta corse grained,
6 hrov~ mist, dersse.
GP ~ (Alluvium)
GM ' FOURLY GRADED GRAYEL with S[LT and
v 5.01 j SANT), rnedium to coarse grdined, with cobhkes,
v ~light browri, maist. dense.
~
~ (AlIwium)
~
~
v
7
:
~
U
rn
~
'C7
'U
~
C
C3
~
m
~
~
~
~
w
~
rn
~
~
e~
~
~
~
~
~
'[3
~
O
~
a~
~
G7
4L1
~
~
~
~
H
R
~
~
C.
~
c
~
ra
0
a
~
E-
~
• ~ LOG OF TEST PI'I'
J*W flvRrMEsT
PRO= c-20-SO00470 TEsT PIr: TP-$
Geofechnical Investiga6on LOCATiC3N: -
LongView, PUI} Gorbin, STA 13+00 30' RT
East of Tschiriey Road and 3rd AVenue
Spokanc Cvunty, Washingtva
DATE; 1I1l24100 ~ SCALE: 1" = 4'
_ ASTM
Elev. Decplh D2487 Uescription of Materials WL Tests or Notes
4.D Symboi
I 1.0ML SILT, wi#h rnots, atrace af Gravel, dark bravam to
b1aGk, maist.
1 2.01 GM t'brown, (~'c~vil)
S1LTY GRAVE1.., rr~ediwn tc~ ~arse g~rei,
moist, dense.
~ (Alluviwn)
PQURLY GRADELI GRAVEL with S1LT, mecfiirm
o ,~p j~ te eaarse gaine~i, with c.~abble.s, brown, maist, d~e.
0 GM (All uVir~.imm)
~ 7
~
8.f3 ~
~ POORLY GRADED GRAVEL, fine tv medium
grainei, grading to Fc3arly Graied Sand below 18'=
brown, mozst, dense.
{AIIuVitim}
30 ~
o ,4
4=
~s
> 90
t~ ►JF
~
~ j
c'n c)
~
# 4~~
0 24.0 9,p.
c~
a~
~
~
.r
~
~
H
A
~
r4
~
0
~
~
v
a
~
F
k-
Residential Streets
Soil Type
per Unifed Soil Private Ftoads Local Access Sireets
~ Glassification 5ystem
(USC)
GW ~ 2 inches16 inches 2 incheslfi inches
~ GP N 2 inchesl6 inches ~ 2 fnchesR inches
GI111 N 2 irrcheslfi inches ~2 inches18 inches
~ GC ~2 inchesl7 inches { 3 inchesl6 inches
5W ~2 incheslfi inches ~ 2 incheslT inches
SP ~ 2 inchesl6 inches ~ 2 iC1ChBSI$ If7GheS
~ Sm ~ 2 inches17 inches ~ 3 incheslfi inches
sC p Pavement Design Needed
ME. ~ 3 inchesl6 inches 14 inchesl6 inches
~ CL ~ Pavemen# Desiqn IVeeded
OL I 4 11'1ChE5I7 It1CheS 15 inches18 inches
MH, QH, Pt ~ Pavement Qesiqn Need+ed •
~
Notes:
= a) Values iisted denQfe asphalt vver crushed rvck (minimum campac#ed thickness)
(e.g. "2 inchesl6 inchesn denates 2 inches of asphalt pavement over 6 inches vf
crushed rock)
b} Values were caIcutated using the flexible pavement design method by AASHTD,
1993; and assuming traffic lvads for residential-ty+pe neighborhovds. A 20-yr-
, design life vaas used.
c} A 1"i'linImUl71 of 2 EnChe5I6 111ChES SffUCtiJfal paaef]'Ient SeCtIQn WaS USed lC1 tFIe taIJIe.
d) When multiple sai1 classsifcations are encountered beivw #he planned raad
subgrade, if the hfgher-strength svil is a# leas# 2 ft. in clepth and is abave the
Iarnrer-strerrgth soil, then the structusal pavernent sec#ion applicabfe #o the higher
s#rength svil can be used vnfy for svil types GW thrvugh SNI.
e) Fvr soil types GW thraugh SM, the upper twv feet vf roadway suhgrade sha[I be
camQacted ta 95 percenf of the maximurn dry densify, based on tFoe AASHTO T-
180 fest prvcedure.
fj Tv use this table the Engineer shall acquire soit samples at the praject site and
cfassify the sails encountered, in accordarace with sampling requirements lis#eci in
' Technical Reference B.
STRllCTURAL, ROl4D SECTIQNS
FC]R RESiDENrl14L STREETS
PAVEMENT QE51GN ALTERtNATE
TAE3LE 3.16
, Spokane County Standards Page 2$
March 1999
~<< ,
5PQKANE VALLEY FIRE DEPARTMENT
Spolcane Gounfy Frre f]istrict ]
14314 EASr SPRACUE AVE • SPOKf1'NE, WA 99205-3676 • (504) 928-1700 • FA3( (509) 842-4125
R. Pat liumphries
Chfef
_ cci~~~~
ay a
I~avember ~I , 2000
GVG
Bill Hemmings
Department of Building and Planning
1026 W. Brvadway
Spokane, WA 99260
RE: Longview P.IJ. D.
Dear IVIe. Hemmings:
The Sp❑kane VaIley Fire Deparfinent's requirements fOr 2n emergency turnaraund for
this P.U.D. have been mef.
PM .raa#
CC Lisi lmfiafs S- ii n 4re Kevan Mi11er
Fire Inspectar
Gc: Nelson Ogren
CLC Assaciates
7[]7 W. 7t" Suite 2[}0
Spokane, Wa 99204
KMldc
0 LQepartment DatalPreaention UnsharedtPla#sLShartieslHemmings DOG
C.L.C. ASSQCiATES
PRt7JECT INFQRMRT70N 7's'P1GaL SECTION aATA
Project' Lt]NGIIIEW Roadway h8liwidth (paved) 15
Road Name LL7NG FtOAR
Jab Na.: 5000470 LeR vr Rlght LEFT
Fife Name• WIflENING Edge 7ype CL CalcuFated By: NWQ ' Sheet 1 of 1 StatiQn frrferval VAR1ES
GReSS- DlS7'. FROM MINtMUlfv1 MAXlMUM CROSS-
DlST. SLL)PE SA WCL1T TO EDGE QF EDGF OF 5rEtEGTED SLgPE EDGEC3F
C/L CIL Tt3 C/L TO SAiYNCUT EL]6',E Qfi PAYENIENT PAVEMENT EaGE C3F SAWGUT To PAVEMENT TOP OF
GIL GRADE S,4WCt,r7 SANVCiJT SAWCUT GRAaE PAUEMENT ELEV. ELEV. PAVEMENT E1QGE GRAaF CfIR6
a^7'A. ELEV. f1c1 ~(FEET) ELEir! {°la) ~(0/0~ ---(FIEET] __f-4.5°l0~-----f-Z,0°roy ---ELEV, f°r5] _(-Ni.. ELEV,STA.
~ 854.68 54 04 4.170 113.04 54.00 =0.40 000 5A0 53 78 53.90 53.84 -2.{]0 0.00 64.28 854.68
90000 52 97 -2 3fi 10.00 52.90 . •0.70 -2 43 500 52.68 52.84 52.88 -2.00 -2.43 53.98 900.(}0
953.79 5188 -2,03 10.00 51.71 -1.70 -2,21 5.00 5149 51.61 51.61 -2.00 -2.21 51,99 953.79
- - ~
I 9000.00 51 37 -1.10 10.00 51 20 -9 7'0 -1.1 0 _ 5.00 5098 51 10 51.18 -[}.40 -0.93 1i?OO.QO
_ - ,
J IQOCIlMENT15000474lwidenmg qpw I 1~Ifl21dp
- OCT. 3i .2000 e= 35M SPc CNTY BLDG&PLAruvzNG No. 283 P, 2r3
~ REQi[]]ES~T FUI~ sIGN DE~TIO~T .
E
. o.~na .
nATE 1gc~- 1Qo
ROAD NAME . ° #
NAME OF PLAT L o"r4 rJi r--cz ~ i] . I'lat # lr-~ 1 $7[rc
AbI7RE.S5 []F BLD+G . p
NAME OF BLDG PRC3]= q BLDI39 B9 _ - - -S J9 'F ~ ~ IE-
F.EDERAI,fST•4'TF, PRGJECr # PPIUTEcr LIM£I5
PXISTING CONDFT .C)NS: PROP45ED INII'ROVEMEN'TS:
ROAI] WII7TH . ~ Rf)A,L7 SURFACE .
AvG. Ii.4H.l.r TAAFFIC
Cmrent Traffic Caun ~ I?esiga Year 'I"raffic Cqunc
PRDI'EECI' DFSCR=C]N Qt3 rC7 E 4+e ~g '1-:7-~ AIV'E
LQ-~ a=, .
. ~
a
:PR[3POSEI3 DEM.~'xN l]F-V3AT'dON
(LO4,i nl -sEo--na
~'c~ `~~t V A-`r-~ YV'~ ~I + ~'~t~ L.~,~•.`:~ +C~i4~*
JvsTIFICA-11oN_ .
Wrt-,F+ `rttP r5n ~L..r.~P'~'S ~€~~P
~rE~ ~~]~rw a 1~.~~-~ ~G ~R•3~~~0 - .
1~1,QJ ~•~c.. ~ wt i~I ~ ~,M L~~r ~..f rg-~~ SY-~t x~,~-'U___,_~~
I ' - •
- .
i[JHm.'IfIED Hy:~.~ - ~ ~ oi~T's. Ivc-. ~ t~i3. Gmwelt:S FtDA'TF-
ADI]MS - 1~ ~&j -7T-4 ~ -WA ZTP COUE 39Z04-
FHONE # 4~ "ccfzAD • , '
rss~s~s A]?,'jryIS~TM VAH7ANCM FEE. L)F f,l,$30.IDD PAID'I`O SF'OSANE C'C7T3NTY ■s~a#ss
ti 1026 V4i Bp,-oADWA7C, SkC9KANE WA 9 -0170 PI3ONE (509)456r3600FAX (549)3243478
-REDLrS"L' ~ ~~ED vl'i~;otrc °FL1P~~
rA,riHPCHEGK RECEMD HY DATE
)vu%6+&LdN eav~ . s
~
10/311U0 TCTE 08:33 ['FJI/RX NO 57781
J{]B#
~~zl s
ESIGl ■ DE~~LJL ■ It,.~ _~r..t:FTItf3I5
,(~~'J~ LtR
.00 l ~
t~' 30
i DATE OctobeLL,_11-9 ~
0°~ ~ i
:tC3AD NAME . T.ong Road CFLP,IRTI3 # P3/A
,4Ai4fE OF P'LAT T.o~ns? V; (,w PuI) plat as gned yet
kDDRESS OF BLDc; Nla
\TAME C?F BLDG PRO.TEL: T N IA BLDG# B9 S T R
-EDER-AL/STATE PffDJEC7' # NIA PRC3.FELTLIMM 4th Ave. t❑ 150' Snuth vf
. 4th Ave.
MSTING COi'JD1T3ONS_ PROPOSED ZMPROVEMEM:
IQAD WIDTH 2€7'± 1999 Loca1 Access 5tandards
~OAD SCIRFAC:E Asphast Conerete Asphalr
kVG. DAMY'I'Rr1FFIC lracal access street
Current 1'raffiG Count 17e.sign Year Traffic C.vunt
'RDJEC:T DESCRIM4N 5ingle Family PiTD
'ROPC}S]EU DESTGN DEVIATICJN This desagn derrxatian is for intersection spacing. The frarctage
vf the plat an Long Road does not a11ow the access to either Aine up with 4th Ave. ar to he
]506 away. See attached map.
USTIFTCATIQN:
Every effvrt has been made to come as clvse as gossihle to meeting County standards zn this
respect. Note that. the xntessectivn spacing wiZl be wzthin 10' to 15' fram meeting the standard.
Zvng Road is al+acal access streee. TraffiE volumes are 1vw and no safety concerns are expected
to ar3.se as a yesult of this deviativu frum Gounty standasds.
~iJBMri I I] $Y CLC Assvcia[es, Inc: DA,TE flctaber 21, 1999
eDbRESS 707 W. 7th Ave., Ste. 200, Spakane, WA ZIP CODE 99204
'I-iONE # NOQ ) t~9~~68AO
AD14MlTISTRATIVE VARIANCE FEE [}F $30.0[} PAID ,U 5I'dKAiNE CC)UNTY
1026 W g3AC3ADWAY, 5PQ3KANE WA 992 E717U PHONE (SD9)456-3Ca{]0 FAX {509}324-3478
RF%rIEwED wa-r~aoLrr Fur~Ds- C_
T w ' E
-RE47"!
/I.,~'.~ ~
sACHECK # RECEPtirEI~ F3Y I]ATE
~ ~.a~ asa - '
i
b. _ . - i , r, .
UESIG1V DEVIATION _ " • ' .
;4FF REC0M1E~'DATIDNS
~ ~,nr ht ~ AfPR(..'+VA-L- Caq 'f-& (:&-c a,72-" `r-rwr ~ 5 ,pswor-J-_ -rfmr- At~~r.S Pdr►bwr
'~I~,[AZtZS rs A-La.•G, 77IE so~ ~aa~ 0f "~°W jWr4~~e~
A.,-.4r] ,'k~.►or. [7 aar, 5! cl"r 6F APJ µk7m f!Tz~."f_'TJ i-dAlT e_07016c"S r ~ ~C~~~Y T C1
`-~~,'~~'~►T`I'~' ~iE.~a~► f+'-F 'r,FudiO C7r4 rtdte Alr'Fc aaP ~r~l~a''44'`~•
fproved Approved wlcanditions Idox Approved
Prvject IVlanager %late
l.CA-r# 7 M-C-- C-CX.{ TeJ PFF~'J 7~ ~E=-T f50L Ct 71c7.c.1 }~jrG `cT *yI~ ~-+2e=•r,lt
:proved AppLQVeiii 4V'CDI1dlI1oB5 Nvt Approved
hy/~~-.
.
Plarmin~c ra i gi~eer T]ats
~ .
Fproved _,4ppraVed wlconditdans Not ed
} ( } ~
Praject 1Vianag e&=t-EA&!Tr Date
~proved Apprrrved wlcanditivns Not Approved /'~rafious q Engineer Date
aKANE coum~ ~GDTEER>s ~
-TExnIINAaIOrr: ~
proved wlno canditions gro~ed as reeacrmended above Nat Approved
} (
- , _ ~C ~12-
Spokane C;vuully Eagineer Date
.
i
• REQUEST ~'~3R DESIGN DE~IIt~9►~C~N~~
~
$3~}.Q0 -
~ATE Octvber 21, 1994
LQAD T1AME xschirkey Rd. CRpIRID. # NIA .
r~ aF P~T ~.nng Vie►~ PUD , ptat # assigned ye[
ODR.E55 OF BLDGN1 A
4A.l1ffi [J~ BLDC'a F°RQJ-EGT NIA BL,DG# I39 S T ~
NJA F1~U.FEG'~' LIA'1M 160' N. of 3xd t0 23C]' S. of
~EDERAT.IS~ATE PI~~T~C:1' # -ir iratermzt~an`}
FXISMG GONDMDNS: PR+f3PQSED TMPROVEMEN"TS:
20'k 1199 Loca1 Access standards
ZC?AD WI3TH Asphalt
ICl~ 5llRF1~►CE Asphalt Concre te ,
~.ocal access street
%VG. T.~~.TLY TRAF~'lC Current Tsafi'ic Caunt Desi~n Year 1'rai~'ic CaunY
>RC77E+CT DESCRTPTZ0N SinQle familv PUIJ
PAO1'OSEU DESIGN 17EVIA"T3flN Thzs design deviation is for intersectivn s?acing. The froratage
❑f ttse vlat on Tschir].ev dves noC inc].ude property which lines up with 3rd Ave. ax is 150' away,
5ee attached nlat ffiav.
JLISTTFICATION: -
Tschirlev Raad is a lacal aceess road with 1aw traffie vclumes. It is nearJ.y fully developed
sa traffic volumas are not ex~oeeted Cv Xnerease any significant amount. Therefore allawing
intersecti.vn soacinR to be less than 150' will not create a safety concexn. Tiie plat its~~f
will harre twa access -goints, ane tb Long a^d one rv Tschirley. Therefore not all af the
traffic will use this aecess goint. T1ie roads within the Lvngview PUI] are planned ta be
priva[e. Therefore Grass-tkerough traffic is expected to be miuimal. Gating v£ this road _
is pvssible.
3UBMITIED BY CLC Assvciates, Inc. DATF_ C3ctober 21, 1999
4QDRESS 707 W. 7th Ave., Ste. 200, 5pokane, WA Z3P CDDE 99204
?HfJNE # (5091458-68GL1
pI?NUNISTRATIVE yARIAl''ICE FEE OF $30.00 PATIJ i-LO 5P47K.1iNE CoUN7'Sf
C, I~ONE (50~45fi-3Cii70 F.~ (549)324-347$
1026 W aRaADwAY, SgOKAvE A 99260-017
'L-~ -~au~~' wr r~ B~ >LMEWED wiTHotrr Fvrrns-
N ~~:~ECK # 'RECETVEIJ :F~Y ,~r.a•.r . . I]ATE / ~ 2`~
' = y
~s -