SULLIVAN N 3941 SPOKANE REGIONAL SOLID WASTE
.
NO~ CE OF TRANSM TTAL .MAR 2 1 1ggi
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TYPE OF CONFERENCE
Pre-Application Pre-Construction Other: DATE:
TIME:
DOCUMENTS CIRCULATED
DATED REVISED
APPLICATION I
SITE PLAN~~C I 3- a, -9 ~
DRAINAGE PLAN , I
LANDSCAPE PLAN ,
Other: I
Other: +
ADDITIONAL INFORMATION
cf. '1~ A AAZIr~,40e-
CIRCULATED TO CIRCULATED BY ~
DATE
Air pe!lution ' Utilities
Engineering , ;Fire District #
-4Liberty Lake SeJ Questions? Contact Jeff For or:
Planning Other: ry . Spokane County .
DEPARTMENT OF BUILDING AND SAFETY
West 1303 6roadway Spokane, WA 99260
(509) 456-3675 (offiCe) or (509) 456-4703 (fax)
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SPOKANE.COU~NTY DEPARTMENT OF BUILDINGS
W. 1303 BROADWAY AVENUE
SPOKANE, WASNINGTON 99260
(509) 456-3675 ~
I certiiy that I have examined this permit/epplication, state that the inlormation contained in it and submitted by me or my agent to compile said pormit/application is true
and correct, and authorize Spokane County to proceed with processing. In addition, I have read and understand the INSPECTION AEOUIREMENTS/NOTICE
provisions included herein and agree to comply with same. All provisions oi laws and ordinances governing this type of work will be comptied with whether speci(ied
herein or not. I understand that the issuance of this permit/application and any subsequent lnspection approvals or Certificates of Occupancy shall not be construed to
give euthority to violate or cancel the provisions ot any state or local law regulating construction, or as a warranty ot conformance with the provisions of any state or local
lews regulating construction, ~ ~ •
SIGNATURE OF APPLICATION
OWNER OR AGENT DATF
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E{OND EST IMATE
VA! G "Y "f f:'ANSF'ER SI TE= NAiIF RI {"i- DAT'E 1-JUn -91.
D*"'~ ~ 6\"Aa ME a: ~'EM i UNI+fs C?I..JAN T'Y F'R ICE s=: C)ST
1.) D ry^.s e 11 -1-ype A r A 1 1.~_5oo 0C p 1.250a00
Dr ywe Type I-3 E ^ 2 1480o 00 2960, 00
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4) Gi-at e TYpe 2 EA 1 330. 00 3 3k:) o
5) i; -a- te - Type ^ EA 320. i)c_) i) e c_) c_)
C., i1-:; a c k- f i J. 7 F---I r DW C1° 1 1c> 140 70 iG- 17. c_y C-)
7) C. c. n.= r ca t e I n 1 et E A G_ 1 i} , 00 0.00
8 Cl:.!'1. F'ipEy 1.0" Dia. LF ;:C), Oc_) iyo 00
9) +w: 0 M. Pi pe 12'° Dia. L_ r 24.6c.) i), oc_i
10i C. M. F'i~~e- 1: " 11)'iaa LF 30, 50 C),
~ i.) i:".: . Mo F' i pe ? 0" Di. a m LF 24 a 00 0 o(-)
P~ ~ caE-+, 9Y! anhole. EA 1435. 00 i 00
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13) S~~~' ~ d I id A 0c i F,~ e 00
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n!ON STAt~DARD DR(~ INAGE TEMS
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DRAINAGE SUBTOTAL 74.07. 00
1. C, ) McmUmen ts Em A I E, r_), 00 C) o00
57) Ba.~~ i,c~~de LF J.L?s 00 C)o
18) Stree t Si a n s E Fs 75. 00 <a o (.)i )
C3?'HER Sl~iBTUTAL. c_)o 00
GR,!aD T BVi-3, SUF:F"Aiw: T. NG, C:l.lRP3, AhlD SIDCWALl-.-:
19? RC-Lt q h Gr aci c? t=: Y 3147 'D . 2 i i :w e'D 5 2. 4 Cy
20:> 7'op ~ iw:CLtr se f=:Y 1574. 10. GO 1 ~0 4 . 4 c:)
21) Baae i=:OU~ ~e CY' i), 00
22) Asj.3 ha]. t C-: Cincti'' e tE' Torl ~ 2151 e~ 40 9 5 r C) 4, 4 C>
:2. ^ C: L! -r La '1" y p o A _aF 6. :2( ~ Q , 00
24) CUr b Tg~pe B Lr" 4065 7. 90 32.113. 5 i )
25) C: Li r b T ~ ~ e R L_ F 7a 2i ) 0.00
~E, S i d ew~~t 11.:: 30 YD 1 377 15. 30 2 J. 069d 1 C)
-ciT ANDAr'D rZ:[]Ai? ITE!'1S
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1? Rspha1t Rem-Dval Sf? Yl~ 2 C 1 ?-44 8.00 1 C,x" -_7:2 dCic:)
S~.a 7. w r ~.~~'f~.~_ T s1 ~a n c~ : r ~r F 4 ~ C) 1::' e OC) 5400. 00
3) Sc_; ? livan "f raff:e c !s1 and Sa_t rfacinc~ SG? Y L~ 1 14 y ; i f , c_~c_~ s ; c_~ i), c_) c,)
_ l' S-i aI"3 -:r i'' ct f - i=: D E' ~i: ~m i; --a D'' ~e. ~ ► 5 W EA 5 t_) t~D tt ( 1 i~1 j, E ) t_) , f_3
GRADI~~_a ANh~ ~URFACING 2, 22 2 9 4 a 0 t D
i:RAh9D TQTAL 227 , 70 1. SC)
~ ST'RC-=F l" QUAR{l- ITZ Er
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PRQ~.T~l_-:T Pt#C1 r°- VAL.a_EV DESIGNER-- F::E+T DA"f'E-° 61/91
Pr:OJ4r"CT D1~SCRI PT IQN-.. va1 1 ey t r~ao-i5 fer ~ ite ,
S`I" fii EET #
NF•'~ E"a E- P:.' IE.":' NA 1V RD L. C NGTH--• 1'_'1 4'_1. `=i F" To ErJ I D T H- 41.00 FT.
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TERM fiY I v l__:H0F'!°'_`.-aD
TERM t-el w. ~,-.LeL_.~DE-eSAa_ OFESET F'EF:M RADIllS _e?.5, 00 RAD I I
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4TEM I"iEASl.JREMEhaT QUANT:t'rY
S 4.JR F A !_:E A IWA-° 8496f__)~65 y a~,
RQADWAY E"XCAVATx Qha 1, c--) i ) 'F T 3146. 7Ca V n
►._:RU S h-IE D S iJF'F At::I N F:ji T 0 l=' C 0 U r' ar~ 0.50 F'T a 1573.3 "--:m Y a
CRLASHBED Sl.lF'FAC: I NG BASF (__:Ql.lRSE C_). 00 ;'"ru C). 0 G: . V o
~S P hq A L 1" iw 0-R E T C C.) v ^ ; 1='T. 2150.2 TON S
, i_ URr~ TY!"-'E P-1 E X I S T I C~l!33 E_)G d_!C_D FTa F'ROPOSEI~ 4064o ys FT s
S W D. C"W -r L 1E X I S r\!►.~ ^33C ~ ~ ~ o F'~ :[~r-.ClSl~D 1 o 2 S. Y o
Tf77'AL S
f :'CADRR1AY EXCAVA-C QN 31>~6~ 7 f-': . Y .
CFr +JSHED SURFA!=: g NG "t'OP COCJR'Sf= 157 3a3 eM:. Y o
b=:RUSHEI? rl.l~:'FAC-: I N1=9 I"ASE o::QLJRSE ce),C) er: . `d ,
ASF='HAi__'T CqNi::RETf_a 15 0. 2 Tqn! S
CURI' TYF'E ~ 4064.3 FRI" v
S?DE'WALV:: 1 "376.2 S. Y.
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SOLID Spokane Regional Solid Waste Disposal Project
PhII H. Witltams. Dircctor
WASTE. W 808 Spokane Falls Blvd.
Spok:itar. kiJA 99201 .
(509) 456-7403
DISPOSAL (509) 45G-740J FAX
June 21, 1991
Spokane County Engineers Of f ice
N. 811 Jetferson ,
Spokane, w,A 99201
Attn: Robert Turner • '
. Gentlemen:
The Spokane Regiorial Solid waste Disposal Project, a joint venture
of the City and County ot Sp4kane, has applied for building permits
to construct Recycl.ing/Transfer Stations at N. 22123 Elk/Chattaroy
Road and N. 3941 Sull-xvan Road. Plans have been submitted to your
office for review which detail certain off-site road.improvements
necessary to accommodate our project's.
. It is my understanding that you wish to receive written concurrence
from this of f ice that these improvements, modif ied as necessary to incorporate your comments, will be completed prior to any request
. for a certificate of occupancy or any significant use of the site .
by the public. This lettEr is our commitment to you that we
rECOgnize the importance of these improvements and wi11 complete
them prfor to requesting openinq of the sites for tiheir intended
use. we have sufficient budget available to make tnese changes and
are looking forward to working with you to finish these
improvements as well as the rest of our projects.
Sincerely,
SPOKANE REGIONAL SOLID WASTE DISPOSAL PRQJEGT
;
Phil H. Williams
Director
PHw ; t lm
pc: Russ Menke Dean Logsdon
Bob Seipold
' "prlruett an ReCyctea Naper"
S U BJ E CT P R OJ E CT N O. 3c~ I~ 3~/ v 9
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5ZB 2 5 1960
ZQNE CHANGE ZE~A-60 - RES7C'R~C T-ED TNDUSTRt;AL 1"(J MA.P3U]E'ACTURING: SF'OKANE I-WDLTSTRtAL;
PAW. INC It .
Planning Camaissiom Rscomunendation: pmve Lor e f,.all v+► n r,gasorW.
.
A. Rea-lanIL:
1. The ploposed stone change !s in hatmony and nat !n coaflict avifh
the Comprehensive Plan far the Spokane Valleyo
2. In the opinion og the Planntnq Comrnisalon,, the zaw chanqe on
the prcperty lA question from Restricted Industriat to.MailuiactutinQ wlllnat
have a detrbwntal effsct upon adjaoent and susroundinQ properties, ana the
property In quesUan is bounded blr e state hlghtvay to the narth, r3tlroad
. to the southo iadustxial p2anis to t.he westo and vacant land to thg easto
B. general Dat&:
1, Location: Sections 10 2 Q 11, and 12, Township 25 N:,
Range 44 a E. W. M o Property baunded by
FIonRt►ad on the east; 3.3. H. #2-H ou the
notth; a 1lne 1/4 mile are at ci' 3ullivan Road
on the we st (Proqres s Road a extended)e
except the portion already zoaced Mnnu-
facturinqs and the 3pokane Intienlatlaaal
Railroad to tho Bouth, .
2, Applic8nt: Spokam galdustdal Parlc o Tnc o
Sulllvan Rtfad Spakane 69 a Washington
3. SiLe 8lze: ApPs'ca;dmately 876 acres
4. E;dsting Zartitn$: Mstrictea Industria1 estsbUsh.ed
1V ove iiliJlJr 11, 195d p DeC►e mbC7 m2/ J 19 55p
and Ja1'1lZ8lCY 24e 1956.9
'
S o Pt4pos6d 2:4niYt$: MaT1ufSG°tuti31Q _
6. Prioposed tf se af
Propetty: Industrila1 Purk
7 ~ ApPlicatic►n of Zonin$
Praviffi1cm: ~~pur 4a 2]. d3ectiona 4v 216 044-4. 210 080
9 -
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MTOG -
~~~~ON
Time i ThuraUyk Fc-brmr;~ 25, 19600 ~ sOO A.M.
&lace: Aszemb4 Ro~►, Crounty 0mrt Hause
&6-60~
1. Z
a d Sit,e invwtipW bg PlazmJng Comissio~ Staff
bo liomti= - _ , S9 ~tions 1f 2, ~ ~ ~ ~ ~ Tomehip 23 R. ~ Rmzgo
~unded by Fl0ra R~d ou the east;
, _ - - fla the ao~rth;, a 1ine 1~4 mile vast 'o~ ~~Mvan Road
on th~ (Progress Ramd, exbonded oeaoamp~ that
. portion already zoued i~~~~~ ; amd ths S~~
~terna~~~~ Railrmd to the sa~ ~ G. A~P31"Ut: Slokme Wus~rlal Rark, Ia*. . : '
. SuUivan Road - , - . . _ .
. ~~e 69, ~ashington - -
d. Sf te S,imz Appraximttialy 876 aeres
00 Exi~ting Zoaing Restricted F~~~~~~~ ~atzb1.iaW Vo~~r 13L; 1955,
• , ~~r 27, 1955* and jammry 249 1956 -
f. ~~zed 74mings YAnufacturim ,
, g, Fropotao TJa$ _ of P~perty; I~atrU1 ParS .
- b. ~~~~~~n of Zaning Pro°s-sona C~~~~ 4,M* Sectiaw 4421 a040-4:21e080
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CENTURY WEST~ENGINEERING natP Job No ~o~r d9
Attention:J~&S
LETTER OF TRANSMITTAL Re:
t1ld1e-orliE. ~,~~lu~v%,/ ~cJCj /~✓~S
p-F. c3 Ir
~jeo O'('v o
WE are sending you O Attached ❑ Under separate cover vi,1 the folloNving items:
O Shop DraNNrings 1X Prints 0 Plans O Samples O SpeciFications
O Copy of Letter GAetc-5
Copies I Date or No. I pescription I
1 J1Z,47N"*- 'FA31*
7► &i N rs '40Y*X:2 A-v r. ,
2 Pat~Nr3
~ ~~.T3 crt- ,d~--~.•~~ ~ c-f~~~s F~2.. ~iv.~ A~
~
~
These are transmitted as checked below:
)K For Approval ❑ Approved as Submitted O Resubmit Copies for Approval
~For Your UsE 0 Approved as Noted ❑ Submit Copies for Distribution
~ As Requested ❑ Returned for Corrections ❑ Return CorrECted Prints
~Eor Review and Comment O
❑ FOR B1DS DUF 19 ❑ PR1NT5 RETURNED AFTER LOAN TO US
Remarks:
-A?-Uit~ x4tA • tr.Q, Qff - S
~t~kx~ 1k►+l Q lJifa4rd NAc~ Wf-
__H,aret, Acwjy e- C.a-64 F-Cm~,4eZo To
ll ~ ~
I(enclosures are not as noted, kindly notify us at once. SI ed:
l~ s~ ~
VWest 1124 Riverside, Third Floor CD 1444 NW College Way 0 2121 SW Broadway, Suite 100
Post Office Box 1905 Post Office Box 1174 Portland, Oregon 97201
Spokane, Washington 99210 Bend, Oregon 97709 (503) 224-9430 Fax: (503) 299-6619
(509) 838-3810 Fax: (509) 624-0355 (503) 388-3500 Fax: (503) 388-3500
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Time of Concen[ration (min) S
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P0n4 d 1 n[c~ Vo Lcc4`4 C- P~e.ov~o~a Z~ 072 G~ F.
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DETENTION BASIN DESICN ~
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Area (acres) , 9g Developed "C" fac[or
Areu x "C" . 5~5-!~ 4-
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01 `ricr ol' 7'i3r_ CL)u.\' I3- fYN~j NEF k • A D1VE41oN C}i= Tf li_ I}U Et[.I(_ V1f0 hF:I, E~E- I'nF: rM
Rc3rOici C. }qc,rn1d1rtir1, CC3uiz#y Er-,~;_Mter I~c:t7niti 1~~1 rkcall,
aune 27, 1991
PHIL W1LLlAMS
SPOKANE RF-C,. SOLID WASTE PRO.IECT
W 808 SE'OKANE FALLS BL11D
SF(f7 KA.NE, WA 992,01
Dear M r. W[ LLfAMS:
. SLJB,IEC T: Vr1ifLEY WASTE TRA~SFER S[TE, ~
PRO,TECT # B94 112 (9787) '
AddiE3onar informat#on with respcc[ to the abovc prc]jects suhsurface soil conditions is rc.quircd to cornpletc ihc plaris
rcview process. Specifically, representativc vaiues for soil percalatian rates and soil-subgradc "R" va~ucs arc ncccssarv [0
evaluatc the praposeci pavement section and storm dfainagc dispvsa@ systcrn.
Wc requirc tha[ clte S~okaric Courity Materials L-aboratory supply ehis informaLion during the design revicw proc;ess_ 7'tic
Coun[y Materials Laboratoty has rcviewed the grQposcd dcvelopmen[ pian; made- a prelimtnary invc;stigation nF the otti-sitc:
canditions; and has detcrmined a minimum ntzmbce vf 2 peecvlaiion rate tesc.s and 2 stabilornetcr "R" vaiue tcsts are
required. I[ eszirnates the cas[ of such soil borings and tests to be approximately $[200.00 cXcDuding utitL[Y 10C.2tion.
P[case nv[c tha[ the above is a prel;mirtazy estimate only~, additioz7ai tcsts may bc ne.ressary depetident on [f7e conditioris
cncodn[crcd, and therefarc, actual fecs may vary. Aciual fces will be based on haurly eqaipmcrit usage rates and salary
cas[s incur-red by Spakanc County durfng the progre,ss of the work }alus a 10 perccnt administration surchargc. Fecs will
be invoiccd monthly as accrued.
Plc;:3se be advi~cci that signature of tt7is le(ter t.kit7stilu[cs agrecment io pdy for thC abovC dest;rfbed fcc`s, Failur~ to pay
Clicsc fccs snay rcstilt in dciay in compiciion of approva1 of the proj'eci or athcr possiblc sanciions.
Ei you cJcwirc: tca tiavc uw uncic;rtakx ihi:, work, pli:a.~c Sign bc;low, and rcturii thc origin<}I (o our caflicc_
Rc~ pec:l f ul ly,
P, :
I ~
i+ r {fi f r,{~~ i• e
C; tify S_ ~~~tiI111
S'kinn i n~ i nc:cr
Al1'F'HOeZf"LlNC-r SIGNA`I"L1RE D ATL
k-\g\lV-va I iqr.. pri
cc: CENTURY WCS7" EC\IG[NEER1NG
N. 81 1 ~l'7Tll tiilll SISil~alll'. 1-\1A Q{)'_1o0-il 1,q0 I 5 k!10} , ?0 1
, ~ .
f i t ~
r
Gj&X Oaak 9 Zt `70Gi&~ ~CU ~
. c7 • ~ ~~120 ~
Dc:ar Mr.
.
crv\& tc
SUBJECT.
PROJECT # (q'70 7)
Additional information with respect to the above projects subsurface soil conditions is required to
complete the plans review process. Specifically, representative values fvr soil percolation rates and .
soil-subgrade "R" values are necessary to evaluate the, proposed pavement section and storm
drainage disposal system.
We require that the Spokane County Materials Laboratory supply this information during the design
review process. The County Materials Laboratory has reviewed the proposed develvpment plan;
made a preliminary investigation of the on-site conditions; and has determined a minimum number
of P__ percolatian rate tests and v~
stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be
approximately /.;21 .0 o excluding utility location. Additional Materials Laboratory
remarks are as follows:
Please note that the above is a preliminary estimate vnly; additional tests. may be necessary
dependent on the conditions encountered, and therefore, actuai fees may vary. Actual fees will be
based on hourly equipment usage rates and salary costs incurred by Spokane County during the
progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as
accrued.
Please be advised that signature of this letter constitutes agreement to pay for the above described
fees. Failure to pay these fees may result in delay in completion of approval of the project or vther
possible sanctions.
If you desire to have 61S undemike; this work, Please sibn helow, anci return the original tO Our ~
office.
~ -
Res}~ectfully, 1l U~' ~
Gary S. Nelson ~
Planning Enbineer
AUTHORIZING SIGNATURE DATE -`k\gV\r-value.tes
cc: ENGINEER
~
0
.~w•,. - ._m,. - - - - _ _!_....--r--~ _ - _ - - - - - - . _ _ o
W
t `
~ . ` \ •
G ~
r t
SPOKANE COUNTY EIVGINEER'S OFFICE
.
,.S
CTe o n i I'.'
TO: MATERIALS L~4BORATORY D aE. IFROM: ~
Please furnish Stabilometer R values for the soils on the following project:
Test ❑ Estimate
I
Coun Road Name s ~Y ( )
R1D/CRP/PLAT No. sectfon ~ Townsh/p Ran9e
(Sc~e attached section map)
Activity No.
ROAD NAME R VALUES LOCATlON .
~e,,C.414 V
Other Tests Needed Listed Below: .
Drainage - Percolation greater than 72"/hr. Yes ~ No Est. '~4Act.
Drilling Request Estimate
0 Priority (1) Needs to be drilled.
(2) Esfimate of 'R' value and perc given. May need to be drilled.
(3) Esiimate of 'R' value and perc given. Not necessary to drill.
Remarks * e- ..v-G ::Z/
AltlIq , . _ i.L/c i,4,./
/
*Please note any unusual characteristics of soils and/or topography. Are the soils suitable for the use of
drywells? Are there any unusual drainage considerations? ~
XSECFORM. DN -
~ ` N1..1~J • ! ~ ` , ~ 4 ..T~ , , ~ /lJ . / J~'L~ .
Sec'tlon
Leb NO• Dete
Drqi Log Sample No.
` A BC D E
Charge No. b LLz , .
COMPACTiON cc,H2O in sampte 44,1 33.0 ~
. Compactor Rressure 016v ft. 0 .3, a~~~~ I I
I n
Number oi Blows 3 4
DENSITY WL Specimen fn Mold ~ o Sc> _Jn,< o 11)~5D
atUr s ak) ~ Mold z
VVt. Mold s~ '-7J 4~~ ~4- n4L2- ~
Wt. Spectmen t''oy~ ~5 LLgD3 h~I liD
~ 5~' al„ ~ I I
ttt. spec[men 0.10
wet censtty 1113/0 I~- ~-1 I l~ ~ I I Dry IlonsRy lbs/tts
MoisTuRE wt. wet soii S99. (;z. 4cj.)a
WL Yry gon 2 F; r 1"7 " 4,-~: 3
W[. MOISaU'e 42, i ~
% N20 LZS. ILl • .71 I I
DNDATION PRESSURE Dtal Reading 1
f I N
P31 0 4-
3WEL1 PRE3SURE Dial Reedbtg 2 1~?003,
pgl 1 000o.3a ~ c6a619 ~
PERMEA8ILRY DPeU18ge WA rra. k n 1 rh a
J
STAB[LOMETER "Ph" et 500 # l I 1(~ i f
1000 # I 7S ~ ln 1 l0
2000' # ..,2~ ~ 3
Turns Displacement "D" 3 1 Velue "R" Caleulated -70
Vame "a" aQusted lor Heigrd I`-L3
R = 100 - [100/(2.5/D) (160/Ph-1) + 1 ] . . ,
Where: Ph = Stsbilometer prsssure @ 2000 ms. D = Turns Disptacement . Exudadon Pressure P.S.I. Dtal Resdtng 1/ Area (12.5663) Corrscied "R" Varue Fram Chart (ettsched) 3wen Pressure P.S.I. P= Kd K=.030 psi d= Dtsl Read[ng 2
Ramarks: -
Ws Po T . 4t' /fp Itx- e--
RVALUE.TEY
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SPOKANE COUNTY . OFFICE_OF COUNTY ENGINEER!
' ~ - CALCULATION SNEET-
Description: ~ Project Nai -
Co1c. by: Date: Titie:
~ Chiacked by: Oate: Sheet of
, otes :
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A
~
EXISTING REMOVE EXISTING TOP ?_OF ~
WEST CURB ASPHALT 8Y GRINDING PAVEMEN
TYPICAL SECTION THROUGH ISLAND : SULLIVAN ROAD
N.T. S.
j~ ~
~
~
30' ~ 30' '
MATCH TO 2222'
EXISTING GRADE
AT R/W. GRADE
VARIES.
~
~2.00/o ~ 2,0%~ 2% ~ 4:1 MAX.
~ '
GRADE 0'
STATION
SPOKANE COUNTY STANDARD
C~ "i • , r TYPE 'B' CURB. TYP.
BOTH SIDES 2" CLASS 'B' ASPHALT AS PER
E. W.S.D.O.T STANDAROS
COMPACT TOP 12" OF 2" CLASS 'E' ASPHALT AS PER
SUBGRAGE TO 95% W.S,D.OT. STANDARDS
MAX DENSITY AS PER ^'~TM D-1557 -5/8" MINUS CRUSNED ROCI
ZA OMPACTED TO 95% MAX. DE
KIERNAN - ~r SPER ASTM 0-1557.
S
A n
W-,: , •,A-
i - - ~
SUBSURFACE 8~ETG N~~ ~ OF J
ntwo,YS EXPLORATION LOG
JOB NO. JOB TITLE N(~1-~ -VAI..J~.L~ 5~ a~'~ZCo ~T10►J~
LOCATION-KJI F-RNA ►J ~?N) @-'TF51140lS 4F- P Rf~USpATE -jo -i1wC(j
SFRUI C~
OFiILLINQ CQNTRACTOA SPM810F . C'O. pqILLEp INBPECTOR,
SAAAPLE HAAAMER: WT. OROP TYPE
8AWJbLE = ZO W
.
U
= Q Y W W t t W~ ~ btATERIAL DEBCRIPTION ;
W Q W Z 0 J Q!- J~ ~ ~
n$ Z ~ a f- a o Q; rA ~ G
O 1~ W V ~ t Z W > O O V 0
a ~j~~ d¢ Z m 20
a c
O
6( . .
- - 'MEX)_
B- 00 I N~ NIv 5RNAJ C92AVEL `Ca Cogbt~..5 UJ/', a. 5 t LT
5~
+S inn lLA ME,D _
TO 4'0 MY &.rwV &RAIJ-:L.. TO C30'b15LZ5 -XR. SILT
t
I O ~-601 Y N~i20 1.f.S5 S~ LY TH A►-~ 4-~~~
- - C
r
15 DN D oF doaS- (Nn 5~ I cF...~
P~i2co~ra-r~ a~
COu..,Ja PSEX73 -T4 'APP?-aX • J ~ .
- - U5T-0
9'A rn,%N.~, w As w,3 ra e~LJL
- - -TD ~7\LL ~ko L4., 0(Z- CUF-►J fZk15 E. v3A-rt2
- - Ly Us,L. Z"AAEsZEV'0(Z£, S A55umE.
- - -t
qLc.,p LA'rjo K-) l2~T~ MuLN
-7a"
- - i
i
- - i
s ' NOTE: THE LOO OF StEBURFACE CONDIT10N8 SFiOWN HEFIEON /1PPLIE8 ONLY AT TME BPECIFIC BOFi1Na LOCATION AND AT TNE DATF
J~ INOICATED. IT 18 NOT WIIRRANTEO TO BE REPRE9ENTATIVE OF SUBSURFACE CONDITIONS AT OTNCR LOCATION9 Ak0 TIME6.
STABILOMETER R VALUE
~ 0 10 20 30 40 SO 60 70 80 90
3.0
2.9 y~-i- ~ ` ' i ~ t i ~ ~ i ; • ' ~ . ~
i i" L~
' , 1, •o " ; ~ ~ ~ . ~ ~ i ; ~ ~ ~ . a ~ , , _Li_~ ~ ~
2.8 1 1-~
• i.. i r ~ t i i Y i i .
2.7 2.6 0.35 ACP + 0.45' AC8 -j--~-'
2.5 ; i ~ E o i i r ~ i i o j~i' ` r~~~ ,
~ i ~i ~ i~ii ~
C B
2.4
'o . ~ r~ 0.35' ACP + 0.35' A
2. 3 - i I . . 1~ ! I St-t- `ii' I I -i i T~
{
~.'.-i_ i ~ i. i f I
2.2 t~j ~;-i-~ i' _ ..YJ~ i 4.1 d i i t i, i ~ i i• ~ i ~ _
i ~ =-it-'-_~ ~ ~k~~-~ ~ ---~-1- ' 1 1'-"t ~fl.35' a;CP -
aC8 ~
2.i ;_.TZ i.~: : ` ~ i i_ •6-~,-i_'-~: 0.25" aCP + 0.35'
. 2.0 ~.oL;-~-;, ~.-1-;-~~ff - - I c.30' 4CP
, - ~.9 T~ 0.25' A C P
, I.$ E- ` ~c~ ~s-; ~ i ; 7 ~ ~ t_~ 6_! ~ _ 1 _CL#_!r~-~
. ~ i a ~ • + t ~ • y-{ ~,{_i f_
!-i'!~ .2Q' ~ P.• -----T--
0
1.7 -t -f ! f-, - --j-- - -I-- ~..r
n ~ . . . . ; r • . , } , , --r ~ . ~~--z-- - - ~Y
I.Ei i~ t\ ~.:.1_: L. i! . i! a~.~ + ~ i_Y. i~_ L~9.:_ i e i i i i i_1_'_: •~i-
, 0.15, AC?
- W 1.5 S ~ -i-;--' I ~ i ~ i t ' ~ ~ ~ ~ , ~ i i" ~ - -
LLJ
t!--~- O j 7 , ~ ty ' -'(-•i^ ~ ! i i 1 'r ~ f I 1 ~ I i r 7L ~ i j ~ ~ ~ ~ , .
~ 1.`!
_ ~.J I.~ r i~ e • i ~~t~~~,~~~~~T t I~ I~t ~I ~ i~ i I ~ ~ ~ ~ , ~ / I t : . •
I t
~ 1.2
° 1.1 i / i ~ ~ , ~ t ~ ~ , • ~ ~
r i~•.. ~ i-' ~ , i r i-[ r. t _i ~ i, I-, ~ i i i ~ i~ ~ ; .
w 1.0
] I I 1\~ i•~ ~ c. I', ~ i i. t i i 1 i ~ r I i i• i ~
I ( e 1 t
Q 0.9
fY ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ • ' ~ ~ I i I I ~ i ~ I G ' 1 . 1 1 1
V O.$
~ i g i! • • I ~ v ~ i~, ~ ~ ~ i ~ ~
0.7 ~ i ~ i t i i • ~ ~ • y , ~ i . , ~ ~ ~ . - . , .
. Z
W ~.6 1+~ ~r~ f%"}'.• i i ~ i ~ t t e . i~ ~ t ~ ~ i
J i ! : . ~ . ~ I , . i~~ '1 i-,Tl.~
Q i . ~ I : t ' t C i.i•
~ . 1_ .
>
0.5 ~•+~I~r • ~ ~ ~ ~ ~ ~ , ~ ~ : ~ ,
~ 0.4 6 I ~ ; ~ , i i i E E , : ~~c`~, _ , . • f , • : . ~ ~ , ~-j~-y ' ~ ~ ~ . ,
. p ~ ~ . ~ : ~ i , ~ , : ~ ~ . L , t_~ ~ s i ~ i i i i ~ ~ j t . . ~
1..~' 0.3 ~ i, ~ i' ~ I . ~ e ~,Ls t. •~:S' ; 2-~. -t-+- i . ~ ~ ~ i ~ .
_ 1 I i f 1! ~ i f ;-i--t- i 1 ~ t !i -~~1..: ~ i . ~ , i ~
' . 0.2 ~ o
~ c'
0.I
o.o ~~''-~'i . .L~ I ~ i_Tt_f ~i.~.~!_ t~t, ~ ! ~ i1 ~I ~ ~ ~ '
I t 1 e i ~ I 1 -I ~ 1 I~I I i ~ 1
•r._ rT_,--_.___,~s -~-1_r ~ ~ -{-r~-~-~---:-~t-t-~-~-- ~ ~ ~ 1 ~ 1 , ' .
- o o.s .o 1.5 2.0 2,= :.c
uODIFIED SURFAC:NG GC-PTH (FEE i)
EXAMPLE:
Civen an R volue of 25 ond a trafflc index of 6.0.
cover thickness requfrements ccn be determined as fiollows:
An eQulvolent gravel deDth of 1.65' (round to 1.7) at polnt A.
A nodifled surfocfng depth of I.OS feet ot point 8 for o povemnant
of 0.35 foot ACP + 0.35 foot ACB.
, A modifled surfocinq death of 1.41 fioot (round to 1.45) for
- ' pavement of 0.35 foot ACP.
STRUCTURAL DESIGN CWART FOR FLIEXIBLE PAVEMEPITS
- Figurc 52U- l a
Ucsign.M:snual
.
i ~
S I' C7 1<. C~ O U N T Y
nnlCE Or. T11Ei CUUN'f'y F_NCINfiER • A DIVISION OF THE PURLIC WORKS DEf'AKTti1ENT
I:onald C. f-lormann, P.E., Caunty Engineer Dennis M. Scott, I'.E., Director
F.A.CSIMILE COVER SHEET
DA7'E: 11-7` 4F ~
To:
~
/
ATTENTION:
CITY/STATE: ~
FAX NUMBER:
NUMBER OF PAGES (INCLUDING COVER SHEET): .7
FROM: - - x
~
COUNTY FAX NO.: (509) 45 6-4715
MESS41GE/SPECIAL INSTRUCTION:
X /F ~/1,~~/1/ ~ .
~
Please contact at (509) 456-3600, shouid any prohlems Occur
with transrnission or receipt ot facsimile.
N.,till It•Itcr:on ti1,Amne•.1•V;~ 092o0-0 160 I5001 .1;e,-3t,00 FAX(SOq).;jt-1715