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27227 PE-1684 RIDGEMONT EST NY 30' ~IJIIdifYC] Setback 125.00' 10' Utility S89'23'17"E 'j, W r-3 d' iD O 0 z 3 18' Curb Lin L! 1 0 z 0 O 30' ent 10' i' 9 I I I I I I I I I+ I I O I J ~ I 30 l1 if7 iry 25 +Pond Flo r Elev 203 40 i II I a7 O 125 30 5' 25' N89'2 3' 17"W 30'x35' Drainage easement Curb drop, 8" Deep x 6 LF rf s Sta. 31+96 to 32+02 LT 11 i 0 010 Sonora Street, with Concrete Cn 4 Curb Inlet, Type 1, L=6' Spokane County Standard C opening 31+99 F L.=2038 14 25' See Detail "A" 5' cn U Double Borrel Dr e11,7ype "B" with i~ 30' Metal Frame & Grate, -Type No 4 ° Spokane County Standard, Sta.31+90 4 25'Lt oP ~ Sonora Street i Tap o'f Grate 2037 90 See Detrail "A" I Top of berm around pond, Elevation 2039.0 i l f ~ l 4 4 I l R 11~ ~'1C~ r S~a~ti ~t ~~~C r~ i f ~,r ~ f /JULY 11, 1995 F_XP DATE fa4r 9~ Y~ 1" _ 20' LOT S BLOCK 1 FGUnuW ,y}6 ~i ` , i7npSOR E~ 1n.eers, RIDGEMONT ESTATES NORTH 6TH ADDITION ~~lyl EN 909EAA= 4 °ROAD tiSPOKANE, wA 99212 M 926-t3e~ l R 28578 °ti GRAPHIC SCALE (f FE ) p~F FCl ti~ ® 1 ❑ 20 40 ~'rf[3Ngt, ~G t ' 1 l f,,20 8r' POND : SECTION DETAIL Wf cy_ v NOT TO SCALE r~ 0 c3 m BACK AND SIDES OF "208" POND TO BE HIGHER THAN PAVEMENT SIDE a- LL_ J w o a POND ENTRY o VARIES, 3' MIN. VARIES 4' MIN. 3' DRY WELL POND WTH GRASS SOD ~~o~ ' ~'tELL GRATE r CONCRETE CURB INLET ~ ~"'t 5eed Qa,d A wi'~h 4° PORTLAND mi7L~urG n~~~d . TYPE 1 SPOKANE CO. STT]. cDnErvT CONCRETE QR rmiL i "208 POND FLOOR PLAN VIEW: POND ENTRY SLOPE SOD TO TOP OF DRYWELL OR MASTIC ANY EXPOSED JOINTS ASPHALT-. ~ ~ 11Ita~_ ~rywe[L6arrtlLanLdrai„roGk~wi~~ 3- "L"-2" MINIMUM OR AS -qilte.r fobr« (AMoCo 4545 or . ~gu~valen . EDGE OF PAV•T. SPECIFIED ON PLANS OR BACK OF CURB SIMPSON (ENGINEERS INC. N 9W ARGONNE ROAD SPOKANE, WASH 99212 'PHONE 926-1322 Double Barrel Dryw ell, a "B" with - Metal Frome & Grate, a No 4 Spokane County Standard, to 4+05 25'Rt of C L17th Avenue 1 7 I A vE N U ~ Top of Grate 203$ t70 - lop of bean around pond, Elev 2 C - w • MCAw _ _ See Detail A T 4r +p 78 NAI. EXP DA 10141 R f S89'23' 17"E 90,00,00" 200` 31.42' r-_----___- Curb Drop, 8" Deep x 3 LF Sto 4x-10 to 4x-13 Rt 17th Avenue, with Concrete 2 Curb Inlet, Type 1, L=3' Spokane County Standard opening 4+11 5 F L =2038 38 See Detail-"A" 80 00' i 5' 25' Pond Floor " Eley 2037 50 r 25' +n 30' O I G I - n a 0 urb Line RI tJ sn a W r'7 cFJ M 9 Q it: f ~ 1 ~ I ~ I Ul C n7 U7 N @3 c v C n x 0 C`11 a. a )'23'17"W 10000' 30' BuYldinq Setback I 7 1 10 Ulliilty Easement GRAPHIC SCALE (IN FEET) 1 0 10 20 40 Y 2 1- JULY 11, 1995 1" = 20' I LOT I RLQQCK 6epzm7~sarz E~1izr~ee7s, !nc IN NT STATES NORTH 6TH ADDITION' CIVIL N909 RR & r~o SUF2VEYariS N 9a9 ARCOAiNE ROAD I SPOKANE, WA 99212 PH 926-1322 208 27 POND. SECTION DETAIL !A!! NOT TO SCALE LL- 0 3c U ` Q BACK AND SIDES OF "208' POND f~ Q o TO BE HIGHER THAN PAVEMENT SIDE Q -j i C LL- La D POND ENTRY 0 o a. a. VARIES, 3' MIN. VARIES -1- . 4' MIN. _fr z dro3' I7RYWELL GRATE LINE POND WTN GRASS SOD - r s~pp~ j: • g 5~~~ se-ea por+cd ~A w *tm CONCRETE CURB INLET 4' PORTLAND Ml*-hre- noted. TYPE 1 SPOKANE CO. STD. CEMENT CONCRETE ° t DRYWELL i 208' POND FLOOR _ PLAN VIEW- POND ENTRY _.Z* SLOPE SOD TO TOP OF DRYWELL =a'~`, a OR MASTIC ANY EXPOSED JOINTS ASPHALT lA1r- oxF_ arywe-LL bcrre-L- wn _ dro.inraci:- w 3' "L"=2° MINIMUM OR AS -Filter fo,6r~c [AMoea 4545 ar,ejAtwoAr-v%+. EDGE OF PAV'T. SPECIFIED ON PLANS OR BACK OF CURB i SIMPSON ENGINEERS INC. N 9()g ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926-1322 f d 1N. lMc Ai, ~4 ~ ~c WAS& A 'y I i 30' Building Setback 2 78~ f 30' 10, 7' ~ss1otvA~ 1~ ~ I I EXP GATE iow96 10' Utility Ealpement i 3 f I I I 30' II Ln in Double Barrel Dr eII,T e °B° with ' S' 25' y Metal Frame & Grote, -Type No 4 6, I Spokane County Standard, Sta 31+60 -a q 25'Lt of Sonora Street Top of Grate 2037 90 See Detail "A" 1 Top of berm around pond, Elevation 20390 r r--- Il 11 r 30'x35' Drainage easement - 125 30' 5' 2JN89'23'1 7"W 18' --1 Curb Lin r~ LJ J 0 z 0 Cj~ IV p Pond Floor Elev 2037 40 co 5' 25 U ily + s l 4 w + 1 ~ t i •,c°i i © i ca i i 1 It 1 4 l i l i f i 1 ~ i i 0 1343 GRAPHIC SCALE (l Fl -x SIB-4 04 a 10 20 N Gn i ~ l JULY 11, 1995 BLOCK LOT 4 1 iwna.e ss+a I~INL ENGINEERS OAD 9 AR & COI 3N E N❑ ROAD t 66 RIDGEMONT ESTATES NORTH 6TH ADDITION ~ 909 AR SURV i iSPOKANE, WA 59212 11 926- 40 r t~ 'o x U r` w ca POND ENTRY it 208" BOND : SECTION DETAIL 11,E 11 NOT TO SCALE RACK AND SIDES OF '208' POND 0 0 TO BE HIGHER THAN PAVEMENT SIDE _j -A U- LL_ z z 0 0 (L CL -VARIES. 3' MIN. VARIES ;10 _NQ 4' MIN. drop' DRYWELL GRATE LINE POND MTH GRASS SOD :11 _ TYPE 1 SPOKANE CO. PLAN MEW- ED OR f 4' PORTLAND - CEMENT CONCRETE T ~ Sced pv~+~ A w yth r t DRY'M1L "208" POND FLOOD r SLOPE SOD TO TOP OF DRYWELL OR MASTIC ANY EXPOSED JOINTS 1 -Naar ia,6ri[. (PAmoca 4545 or ee~uivalev►$. POND ENTRY ASPHALT i "L"=2' MINIMUM OR AS OF PA1~T.- SPECIFIED ON PLANS 3ACK OF CURB SIMPSON ENGINEERS INC. N 909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 826-1322 18' Furb Line z 10 IU~ I 30' Building Setback 10' Utility Easement I I I 1 I I I I i I I ' I I I I w ~ I O !7 I w O 1 z -L 30'---~ 25' I ~ I I " " Pon Floor Elevl ')037.40 I 2 2~ I 7 I r~ M I CO I v 0 25' I I 1 I I I I I I 1 1 I 1 I 1 1 I I It 1 S89'23'1 7"E N89'23'1 7"W 2 32'x30' Drainage easement 125 00' 125.00' Double Barrel Drywell,Type "B" with Metal Frame & Grate, Type No 4 Spokane County Standard, Sta.32+46 25'Rt of Sonora Street Top of Grate 2037.90 See Detail "A" Top of berm around pond, Elevation 2039 0 3 r~ W. MGM l~oF w•ASy~~c~ 2 y + Z/ Aw. 578 l9 ~fONAL EXP DATE 10/4/96 11, 199' BLOCK"I2 FESTATEES I RIDGEM NNORTH 6TH ADDITION (2) i GRAPHIC SCALE (IN FEET) 0 10 20 40 1 = 20' 6solpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N 909 ARC014NE ROAD SPOKANE. VIA 99212 PH 926-1322 0 0 0 00 r~ v 0 0 0 V) m Q! Z) U li 'O ! Y Q m i Q / CL w c~ 1 POND ENTRY w° _1 4. "208" POND : SECTION DETAIL NOT TO SCALE 1I If BACK AND SIDES OF "208" POND 0 0 TO BE HIGHER THAN PAVEMENT SIDE LL. 0 0 0 0 CL a. VARIES. 3' MIN. VARIES 4' MIN. 3@ - DRYWELL GRATE LINE POND WTH GRASS SOD :;Iz/ Zdrop CONCRETE CURB INLET TYPE 1 SPOKANE CO. STD. PLAN VIEW: 4'1 Seed pov'd "A wWn CO) f4' PORTLAND ` lttix}urc noted. CE)AENT CONCRETE It DRYWELL i "208" POND FLOOR POND ENTRY SLOPE SOD TO TOP OF DRYWELL OR MASTIC ANY EXPOSED JOINTS ASPHALT Wtap. drywelL_barreLand_ dtainroL{Lwi~~ 1 3' "L"=2' MINIMUM OR AS filter io.bric (AMoco 4545 or equivalent. EDGE OF PAV'T. SPECIFIED ON PLANS OR BACK OF CURB I SIMPSON ENGINEERS INC. N 909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926-1322 589.23'17"E 8000' 0 ° o u . 5 en ca rn _ 4J ~ a N C V f°') ~t 6 m I+ J a w CJ T _ - 3p' - Ln 'Ln 5' 20' 5' Pond Floor b l Elev 20738 30 - r•] 589'23`17"E 8000' 5' S GRAPHIC SCALE (IN FEET) 0 10 20 40 1'=20' Double Barrel Dr ell,Type "13" with Metal Frame & Grate, Type No.4 Spokane County Standard, Sta.3+43 25'Lt of ~ 17th Avenue Top of Grate 2038 80 See Detail "A" Tap of berm around pond, Elevation 2074071 in Curb Line WAS 17TH AVENUE y APJ < 2857f or_ 0 'yA1 z JULY 1 , 1995 E{P QATE a0/4A a - U LOT 3 LOCl"3 RIDGEMCNT ESTATE ND~TH BTH ADDITION 30'00' Drainage easement Curb Drop, 8" Deep x. 14 LF Ste 3+46 to 3+60 Lt 17th Avenue. with Concrete rrb Inlet. Type 1, L=14' Spa ane County Standard GL op ing 3+53 F L =2039 13 See 9aet~ F-d" iC+& N impson Enginem, Inc CIVIL ENCINEERS & LAND SURVEYORS N 909 ARCaNNE ROAD SPOKANE, WA 99212 PH 926-1322 CD 0 li O Y U Q m / CL w POND ENTRY Li -1 "208" . POND : SECTION DETAIL 4. NOT TO SCALE T 1! „ I! BACK AND SIDES OF "208" POND 0 0 TO BE HIGHER THAN PAVEMENT SIDE a o 0 0 0_ a -VARIES, 3' MIN. VARIES 4' MIN. drop.-'~ DRYWELL GRATE LINE POND WTH GRASS SOO E it ~ e ~ 4,:1 ~OQE ' S Seed pond ~A w%-On PORTLAND mixture noted. CONCRETE CURB INLE TYPE 1 SPOKANE CO. PLAN VIEW: POND EN ASPHALT EDGE OF PAV'T. OR BACK OF CURB CEMENT CONCRETE I DRYWEIL j "208" POND FLOOR SLOPE SOD TO TOP OF DRYWELL i,`•;: OR MASTIC ANY EXPOSED JOINTS L Wrap_ drywelL_barre.LahL draamcoL{c_wi+lm "L"=2' MINIMUM OR AS -Nter fo.br;c (AMoca 4545 or • e9~ivalcni. SPECIFIED ON PLANS SIMPSON ENGINEERS INC. N 909 ARGONNE ROAD SPOKANE, WASH 99212 -PHONE 926-1322 Furb Line Q 0 z .o Icf) 301 Building Setback I 10' Utihty Easement 1 - I 30' I 3 25' J P0 d Ln r7 Po Floor El vJ 2037 40 Double Barrel Dr ell,T a "B" with Metal Frame & Grate, Type No 4 Spokane County Standard, Stb 32+16 25'Rt of q Sonora Street Top of Grote 2037 90 Sce Detail "A" Top of berm around pond, Elevation 2039 0 Curb Drop, 8" Deep x 6 LF Sta 31+96 to 32+02 Rt Sonora Street, with Concrete Curb Inlet, Type 1, L=6' 2 Spokane County Standard 1 opening 31+99 FL=2035A4 See Detail "A" Double Barrel Dr well,Type "B" with Metal Frame & Grate, Type No 4 Spokane County Standard, Sta 31-86 25'Rt of j Sonora Street Top of Grate 2037 90 See Detail "A" 48'x30' Drainage easement S89'23'1 7"E 12500' (D 3 0. V) N '25' 1 s .a'". MC 1 I 285 8 A Fy i EXP DATE 1014 ©S6 ly SSI'57 1 f S `JULY 11, 199,5 ` s } L4 3 BLOCK", 2 RiDGEM NT ESTATES NORTH 6TH ADDITION 3 M `i Ln r- 125 00, GRAPHIC SCALE (IN FEET) 0 14 24 40 4 1 ~ 20' Fc.mn.a t%+5 9impson Fngmeers, Inc. GIV1L ENGINEERS do LAND SURVEYORS N909 ARGONNE ROAD SPOKANE, WA 99212 PH 926-3322 ! - m U LL. 0 Y 4 i r l I ~ 0 POND ENTRY 0 r,208'i POND : SECTION DETAIL NOT TO SCALE 1~ It BACK AND SIDES OF '208' POND Of of a * l Q Q TO 8E< HIGI~E Q Q LL_ C3 C1 z z Q Q CL a- -VARIES, 3' MIN. VARIES I ~ 4' MIN- ' 3' DRYWELL GRATE UNE POND WITH GRA ZZ Seed ipv+na A w ++n CONCRETE CURB INLET * rn!* vre rioted. TYPE i SPOKANE CO, STD, 4' PORTLAND f } CE14ENT CONCRETE ORYWEL "2o8' POND FLOOR PLAN VIEW: ~--~-r r POND ENTRY SLOPE SOD TO TOP OF DRYWEL . OR MASTIC ANY EXPOSED JOINTS ASPHALT Wcop c rywelL__bvrrcLah~ ~ra~tntrxck-w+{4► _ "L7=2' MINIMUM OR AS -Nter io.br+c (AMoco 4545 vr: ejulwolcrt- EDGE OF PAV'T. SPECIFIED ON PLANS OR BACK OF CURB SIMPSON ENGINEERS INC. - N 909 ARGONNE ROAD SPOKANE, WASH 99212 . PHONE 926-1322 30' Building Setback 125.00' 10' Utility S89'23'1 7"E w N'1 LID :'o 0 0 z 3 0 125.30' N89'23'1 7"w 30"x35' Drainage easement Curb Drop, 8" Deep x 6 LF - Sto. 31+96 to 32+02 LT Sonora Street, with Concrete Curb Inlet, Type 1, L=6' Spokane County Standard CL openin 31+99 F L =2038 14 taGement I I I I I I I 1 I I I 1 I I I I 30' 30' 10' 1 7' I N V rn r7 M ~o Un 5 25 I Pond Flo4 I Elev. 203, r r II II o1 rn 5' ~5. 0 w u! I .I 0) O r N 18' Curo Lin Q n- 0 z 01 U) 9 5 25 See Detail "A" _ U, ° . > cn Double Barrel Dryywwell jve~ "B" with 1 • .1 +F 30' I Metal Frame & Grate, ype No.4 - - 1 Spokane County Standard,, -Sta.31+90 It 25'Lt of q Sonora' Street 1 ' Top of Grote 203790, See Detail "A" i' Top of berm around p&nd.' EIevdtiorr' 2039 0 t of w•ASy, e<, ~l This is not on as-built drawing. CAF Any rr'odifications• to thlsI plan after 1 h x the date on the Engineers stamp VOIDS the Engineer's starr'p l r 1 '28578 /7 ^ ~ ys/C`~'~tG GRAPHIC SCALE (I FE T) T [xF DATE 10/4/ j 0 10 20 40 JULY 11, 1995 20' 1 Q a LOT 3 BLOCK 1 ° y 11npSoll En~i7leeTS, C RIDGEMONT ESTATES NORTH 6TH ADDITION 1F1v~L ENGINEERS & L ND SuRVE ORS N.909 ARCO2NROAD SPOKANE. WA 99212 n 926-1317 L/ .h m W• R 2857 8~ S 41C3NAL L LATE fUWIyc f' m af U [.L_ Q Y C~ m d d Ld 0 Ci 4! iI POND EN TR Y CONCRETE CUR TYPE I SPOKA PLAN VIEW- POND ENTRY ASPHALT 4. ",208" FOND : SECTION DETAIL 111 NOT TO SCALE BACK AND SIDES OF "208" POND o _ TO BE HIGHER THAN-PAVEMENT SIDE LL_ -i D CL a_ -VARIES, 3' MIN. VARIES 4' MIN. 3' I)RYWEL GRATE LINE POND 'NITH GRA'. cl.r a p B INLET r 5ete lroyt ~ w; 'n NE CO. STD. 4' POF TL4 D- . rn; ~+uY t note-A. cEuov r cane . I`URY%Ui 1 "208' POPOND FLOOR SLOPE SOD TO TOP OF DRYWELL OR MASTIC ANY EXPOSED JOINTS k ' Wer~~ Ar'ywefL--6+srrcLan~ drainrae~with f~-3m~~ "L"=2' MINIMUM bR AS` rc to io.6rie. (P MoC.a 4545 or • eiuivv.ltnt. SPECIFIED ON PLANS EDGE OF PAV°T: OR BACK OF CURB SIMPSON ENGINEERS INC. N 909 ARGONNE ROAD SPOh.ANE, WASH 99212 PHONE 826-1322 This is not an as-built drawing An modifications to this plan after ! the date on the Engineers stamp VOIDS the Engineer's stomo ~ 0. 0 a C3 00 U r' f 47 r7 0 0 z 0 J N ~ 30' Building Setback i 3o' ' I 10° I I I 30• Utility Ealsement~ 3 I I 30' I 'n l - i.n Double Barrel Dryweli,Type "B" with i Metal Frame & Grate. Type No.4 Spokane County Standard, Sto 31+60 ~ 25•Lt of Sonora Street E Top of Grote 2037 90 1 See Detail "A" Top of berm around pond, Elevation 2039 0 30'x35' Drainage easement - [I I r- o~ 125 30' S' 25' az I N89'23'1 7"w .LA [ Pond Flor v ll ~ Elev 26 7 40 f V , i I I I , V } V t[ { I I l s I 32' 13 O~eW II GRAPHIC SCALE (I FE 57 ~ 47 0 10 20 1 { JULY 11, 1995 LOT 4 BLOCK 1 ENGINEERS 2c R N❑ ~l1RVF RIDGEMONT ESTATES NORTH 6TH ADURON Curb Lin LL 0 z 0 40 s I Fe..npe 18~fi {,alY1L { N 9tJ9 hRGONf~ ROAD { SPOKM.F., wn 9921? PH 92G-I 7• 1J 18. 'ryx T~ClS'~R~ ~ . r F L:AT E 1oi-v C16 s IfI 1 ~ it J POND ENTRY U Car. Q SC U Q m a. V 4: 08:, POND : SECTION D TAn ';A" NOT TO SCALE BACK AND SIDES OF "208" POND o _ TO BE HIGHER THAN PAVEMENT SIDE -A _j O 0 C -VARIES, 3' MIN. VARIES 4' MIN. drab, - -QRnll GRATE LINE POND 'NITH GRASS SOD CONCRETE CURB INLET sJ e'e-A povsc1W wRiln iTT i'F 43 TYPE 1 SPOKANE CO_ STD. ' so mtxt%xre. Ytofe-d. PLAN CEMEN 'CONCRE~ o~~DRY'~?ELL'1 208 POND FLOOR VIEW: e POND EN ASPHALT--*., EDGE OF PAVT_ / OR BACK OF CURB SLOPE SOT] TO TOP OF DRYWELL a »a OR MASTIC ANY EXPOSED JOINTS r °.a. ,IrJ~a:~dryw~lL.~o.r~e.Lcxv►d_c~ro.inro~k_ws#~ 3` "L"=2' MINIMUM OR AS ~i[ter- $os.66c_ (AMoCa 4545 or ~~udegl~~~. SPECIFIED ON PLANS SIMPSOIN ENGINEERS INC. N 9D9 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926-1322 Double Barrel Dr ell, ' e "B" with Metal Frome & Grate, e No 4 Spokane County Standard, to) 41{35 17TH AVENUE 25'Rt of C L17th Avenue Top of Grate 2038 00 _ f Tap Of berm around pond, Elev NNlC A T See Detail A J ~1~ V -ins rr 1 * FXP DATE U1 1 0 0 U) urb Line O It7 W frS Q L Curb Drop. 8" Deep x 3 LF Sto 4+10 to 4+13 Fit 17th Avenue, with Concrete 2 Curb Inlet, Type 1, I_=3' Spokane County Standard opening 4-1-11 5 F L =2038 38 See Detail "A" p 1 S89"23'17"E 8000 ' 5' 25' ' " 1 Pond Floor ❑ = 90'+70 0-0 `n Elev 2037 50 2 OO V N L Z 31 42' 25' • L- - 0' , ---------------.__a----- i I ! I I ~ i L n I I 1 I r Y I l I I I I 4 ` r 0 O d ! 1f MC ~ • • M~ ry E ; ! N0'23'17"W 100 00' ULY 11, 199- LO 1 BLOCK DGEMONT EST TESORTH 1 30' Building Setback 10' L41'ty Easernent Z I ! I i This is not an as-built drawing Ay modifications to this plan after the date on the Engineer's stomp V IDS the Engineer's stamp 6TH ; ADDITION C w E 413 a as 2 G O xx Q I GRAPHIC SCALE (IN FEET) 0 10 20 40 i 1 1"=20' f-o.na.a Ib+n impson btyineeTs, hie CIVIL ENM14EERS & LAND SURVEYORS N 905 f%RGONNE ROAD Spo m,JE. 5YA 59212 PH 42c-1322 L.-' T MET POND ENTRY TYPE 1 SPOKANE PLAN VIEW: POND ENTRY ASPHALT--,,, EDGE OF PAVT. OR BACK OF CURB m U I. O c~ m IN, c~ m 4:j i' 18" FOND SECTION DETAIL r;4 rr NOT TO SCALE fr BACK AND SIDES OF "208" POND Q a TO BE HIGHER THAN PAVrlUFNT Cinr7 LL_ C] o VARIES, 3` MIN_ VARIES 4' MIN. - 3'. DR rhEU GRATE LINE POND ',M11 TH GRASS INLET, CO. 4' POD-m ApiO Seed pov ct "A w'Wn fltii7Livre vlotP.d. CDAQVT CONCRETE f DR"208" POND FLOOR SLOPE 50D TO TOP OF I]RYWELL OR MASTIC ANY EXPOSED JOINTS . , . -'~rap_ dryae[L.~~rre.L an d_ dra~nroc'i~wi~k . "L"--2' MINIMUM .OR-.AS . it ea , §p 4sric PMvC v 4545 o+ • ejkjvalent- SPECIFIED ON PLANS SIMPSON ENGINEERS INC. N 909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926-1322 f 30 Building Setback I 10' UNility Easement Furb Line I f n ~J l C 0 17 ~0/''v, V l 1 S89-23'17"E 125.00' k P I f I I P I I I I I P f ~ I d ~ I ca L 30'~ - ' 25' E+ Po Floor Ell 037 407 2 N89-2,3'17"w 125 00' 32'x3O' Dralnoge easement Double Barrel L7r}~vell,Type "B" wpth Metal Frame & Grate, Type No 4 P ! Spokane County Standard, Sto 32+46 II io 25'Rt of ~ Sorrora Street + Top of Grate 2037 90 P I ` See Detail "A„ Top of berm around pond, Elevation 2039 0 NN • McM 3 25' Of W S4 s 28578 ~9 i ' rixP DATE 7 ae41r S 6 V This I not on as-bud,t drawing- Any m diflcations to this plon,after the -da a on the Englnkgr's • stamp VOIDS he Engineer's stamp JULY 11, LET BLOCK RlDGEM T STAT S NORTH NTH. ADDITION.', = r:5^ (:D w GRAPHIC SCALE (IN FEET) 0 10 20 40 1" = 20- 1- n¢.® 11,46 1,111;PSart Agvieers, hic CIVIL ENCINEERS & LAND SURVEYORS N 9D9 ARGONNE ROAD SPOKANE, WA 99212 Pro 926-1322 O O O ca S r.-y 1r] P V7 r I I POND ENTRY g' 1 s1 CONCRETE CURB IN LE TYPE 1 SPOKANE CO. PLAN VIEW- 0 ENTRY ASPHALT EDGE OF PAV'T. / OR BACK OF CURB ca C] _o c~ F } w w to , 081t FOND : SECTION DETAIL /W NOT TO SCALE BACK AND SIDES OF "208" POND 0 O TO BE HIGHER THAN-PAVEMENT SIDE 0 0 0 o a_ -VARIES, 3' MIN. VARIES 4' MIN. D Ykl_L GRATE UI+IE POND 'KITH GRASS SOD drop - r 4=A 9 ry i 7r ,err i,iC ° P O 1R p1 w~ 1/•! 1 1 ID. 4` PORTTLA~tD w _ miscure no~~d. cE ENT C~NCRET J RYti Ui 2084 POND FLOOR F l /7\ T~ . SLOPE SOD TO TOP OF DRYWELL t:'•:' - OR MASTIC ANY EXPOSED JOINTS wr_a~_ c~rywelL_ barrtL o.ncL drd.LttrQ~l~ 01 3' V=2' MINIMUM OR AS ioA ric (AMOCa 4 45 ~r •e~u;•ro,lc+~t SPECIFIED ON PLANS SIMPSON ENGINEERS INC. 'N 9D9 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926-1322 18 curb Line 30, V 30' Building Setback I 7 10, 10' UY1hlity Easement i i i ' MC I r/ I 28578 Q Lf- I Q L" o r 1 o/41 I Z 30' e 0 - 25 RIDGE f i- i• ~ I r 1 sti + r~ I Rr I L r+~ Po Florrr CIO 1 111 El v~ 2037 40 Double Barrel Drvviell,Ty~e "B" with Metal Frame & Grate, 1-ype No 4 Spokane County Standard, Sio 32+16 25'Rt of ~ Sonora Street Top of Grate 2037 90 See Detail "A" Top of berm around pond, Elevation 21039 0 Curb (Drop, 8" Deep x n LF Sta 31-96 to 32-+-02 Rt Sonora Street, with Concrete Curb Inlet, Type 1, L-6' 2 Spokane County Standard CE opening 31+99 F L =2038 14 See Detoii "A„ Double Barrel Dr~ ell, Type "B" with Metal Frrorne & [.rake, type No 4 Spokane County Standard, Ste 31+86 25'Rt of ~ Sonora Street Top of Grate 2037 90 See Detail "A" This is not an as-built drowing Any modifications to this plan after the date on the EngirieEr's starnp 48'x3[]' Drainage easement VOIDS the Engineer's stamp S89'23'1 7"E 125 00' J 25' I 9 I 1 1 I 1 1 i I I i I i I " S81'35'57 W (JULY 11, 1999 ` Y LOT 3 BLOCK T STAT S NORTH,TH ADDITION 1 G'1 q N rn c"r .r125 00't ry `rr 4R4 GR'F #~iC"SCALE [IN FEET) v1 4 10 00 f 40 Fa~naen 13+G ~ r 17RPSvi. Enyirieers, file C1V1L ENG114EERS & LAND' SURvE'rGRS N 909 ARGONNE ROAD SPO"INF, WA 99212 Pr! 92%-13" 2 `0NAL E' L E1.'-;TE 1i /41 POND ENTRY m 4- 0 x U Q G] F- 4 ca 4-) CONCRETE CURB INLE it 08" POND SECTION DETAIL ' l NOT TO SCALE BACK AND SIDES OF "208" POND Q o TO BE HIGHER THAN PAVEMENT 'SIDE U- Q Q -VARIES, 3' MIN. VARIES 4' MIN_ 3' aRYWELL GRATE LINE POND WTH GRASS SOD drop , oR Amr% .F opf- p r t SL Scedl hand" VE_Wn YniXtu.rc ncat~cl. TYPE 1 SPOKANE CO. STD, CtMENT CONC E RTE 21.38" POND FLOOD PLAN VIEW: POND ENTRY ASPHALT.. EDGE OF PAV'T OR BACK OF CURB r f SLOPE SOD TO TOP OF DRYWELL °r OR MASTIC ANY EXPOSED JOINTS j ~ {WrAP dryw~lL_ l~orrtl:rxn~l.. dr. oinroc.'f~wi'kl1 .3 "L"= 2' MINIMUM OR AS ~ilt~r o.'oric (A%Moca 4545 or•e9'A'%imlent. SPECIFIED ON PLANS SIMPSON ENGINEERS INC. N 9019 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926-1322 11 S 89'2 3' 17"E (:D 0 0 Ln 2 3 80 DO' a a N s a GRAPHIC SCALE (IN FEET) a ° 0 10 20 40 to 1 20' :2 M to 1 y This is not an as-isuilt drowina n Any modifications to this pion after M '`1 the data on the Engineer's stamp 0 C3 VOIDS the Engineer's stamp a z 30' " " 5' 20' l- 5' [Double Barrel 6r+tw•elljyvpe B with X Metal Frame & Grate, I,pc loo 4 + Pond Floor Spokane County Standara, 5to 3T=13 °y3 a Elea 2038 30 251t of C 17(h Avenue ° Top of-Grate 203880 r` See Detail "A" Y., Top of berm around pond. Elevation 20101 o _ 589'2317"E 80 00' 5 5 36'x30' Drainage easement Ln Curb Line n r AVEN-U- E-... !7+' ` cf) < 0 L7, DATE 10/4 I 0 JULY 1 199 - - ` _ ~ f LOT 3 LOCK' RiDGEMpNT ESTATES QRTH~ 6TH ADDITION - Curb Drop, 8" Deep n I" LF Stu 3+46 to 3+80 Lt 17th ;venue, with Concrete _Rb Inlet. Type 1, L=14' Spa°ane County Stanuard CL op 1ng 3+53 F L =2039 13 See 0ata~ -A., 6151 Impsort Ayznlees, 111c CIVIL ENCNEERS i LAN0 SURVEYORS N 5179 ,RGWirtE ROAD SPOKAhIE, 41rA 59212 Rif 526-1322 V F rf"M"M ~ . s ` fI Ire E I PO ND ENTRY cn O X U n3 o_ Ld 0 C] w !1, 08)1 POND : SECTION DETAIL 'Wl NOT TO SCALE BACK AND SIDES OF "208" POND a 0 TO BE HIGHER THAN PAVEMENT SIDE LL. Lr, 0 o n_ VARIES, 3' MIN. VARIES r 4' IMIN. P' DRY'NE1! GRATE I~JE POND '~fTN GRASS SOD z' dr a _ . t~~ ~ SL~~ CONCRETE CURB INLET Seed p ov,d Pi w;-Vln TYPE 1 SPOKANE CO STD 4"- PD ND RTL,~~❑ rit i c~ur e n ~d . . . 44avT CONCRETE ' 1 L7RY'4ELL "208' POND FLOOR PLAN VIEW: r r , POND ENTRY ;j, SLOPE SOD TO TOP OF DRYWELL OR MASTIC ANY EXPOSED JOINTS ASPHALT - ="11~ea~_arewe.LL ~,o~t-~Lo nd ~taL it~ i 3' "L" =2' MINIMUM,OR. AS, tt~er _ . - nrc~ ~w §°`~r'~ {J~[ Loco 4545 ar •erl4;kalcr'~- EDGE OF PAVT_ SPECIFIED ON :PLAN'S OR BACK OF CURB , , %L E SIMPSON ENGINEERS INC, - - - _W N 909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926-1322 0 b c 0 00 \N . MC " 0' Building Setback re I 28578 10 7 5 clDtti'ALC'~ 'R* SOU BJ ECT TO REISION t,AP DATE 7GI41 1(] Utility Eatsement- I 3 " I " 3o• Double Barrel ❑rywell,T e "B" with Metal Frame & Grate, Type No 4 25' Spokone County Standard, Sto 31+60 25'Lt of q Sonora Street f Top of Grate 20,3790 See Detail "A" r r' 30'x35' Drainage easement 125 30' ! a' a' 25', N89'23'1 TV r 11 r rv co W V') rr] C3 C~ ra 13~ 3~ 57 410 JUNE 5, ] 995 LOT 4 BLOCK -1 RIDGEMONT ESTATES NORTH 6TH ADDITION Y~ ~ [sr 11 v, L„ Pond Fl or y Elev 247 40 15 25 uti ~ r a ill L 21 r I 30 I L, It Y ` i 4 Y it 1 k l ! i 1 I I " ° i i 1 i S 1 S 1 iS GRAPHIC SCALE (IY 10 20 4 ~ 1 s 1 = 20' Y r~nes7 19+& k ~ ilttpson Eel tracers, IPAL ENGINEERS & L +vD 5U11 i N 909 ARG0[,KRaA.2 ° SPOKANE, WA 99212 H 926 18' Curti Lin - Ut 1 EL 0 Q V) Lu w z F- C rim FE ORS 40 ql~► 20 4" POND SECTION DETAIL ';A" m w NOT TO SCALE 0 Y m 0 BACK AND SIDES OF "208' POND ` > 0 © TO BE HIGHER THAN PAVEMENT SIDE ' CL i- 0 - U- POND ENTRY La m 0 uj a CL VARIES, 3' MIN. VARIES > 4' MIN. Pv DRYWELL GRATE Z dr o LINE POND MTH GRASS SOD CO CONCRETE CUR B INLET y •T, * br-~ Seed P and "A w +t n i TYPE Z SPOKANE CO STD 4' PORTLAND ' mi*tur~ ►tot~d. . . CEMENT CONCRETE ' l DRYWELL 1 '208' POND FLOOR PLAN VIEW: POND ENTRY SLOPE SOD TO TOP OF DRYWELL ASPHALT- W OR MASTIC ANY EXPOSED JOINTS d ~ap_ ~y~elL ba.rreL ~M~ [atirttocwi~ i3' "L"=2' MINIMUM OR AS ~i1te_r -~aArec. (P MoGv 4545 b~ eq~ivalcv,} OR 1 OF PAVT. SPECIFIED ON PLANS ,CK OF CURB RECEIVED SIMPSON ENGINEERS INC. JUN 0 6 1995 N 909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926-1322 SPOKANE COUNTY ENGINEER 30' Building Setback 125 00' 10' utility S89'23'1 7"E Li 3 0 J ~ lcs~ r o~ Cif ICIZ NAl- JUNE 5, 1995 E-X I DATE 10/41 LOT 3 BLOCK 1 125 30' N89'23'1 7"W RIDGEMONT ESTATES NORTH 6TH ADDITION 301'x35' Drainage easernerlt tl Lr7 W 07 > LO C* W CC Curb Drop, 8" Deep x G LF Sto 31+96 to 32+02 L7 Sonora Street, with Concrete Curb InIeL• Type 1• L-5' Spokane County Standard CE opening 31+99 F L =2038 14 See Detail °A" Y 'Y GRAPHIC SCALE (I FE C3 10 20 1 1 Y1 1 " = 20' r~.~c.nl+~+a Yt ' 11T1PSi1'11 Eng171e m, YPVIL ErXJNFERS & LAND 5URVE Y N 909 ARcONNk ROAD Y SPOKANE. WA 99212 N 9213-1 3Cl' I E I I I I I I I 4 ! I I ! I f I - ~5 d~ f ent .L 10' _ 1.7 rr) r) LD rry a, 30' € 25 ~ ~ sr ~Pand E-1n3r Elev 20?~ 40,/ 18' Curb Lin 0 0 U~ r r II "Z2 {I II { 0 11 Q r I} ~ cn I 5 25'~ vy L cr+ ` Double Barrel Drywell,? e B with - i 3GF Metal Frame & {;rate, Type No 4 f Spokane County Standard, Sta 31+90 Y 25'Lt of q Sonora Street 1 Top of Grate 2037 90 w See Detail "A" 1 40 t 4 4 ' t h ` h `l q\1A o~ v~~s~, gs f qvk!~ 10 j -a W r') C] is 1 N. x "20837 POND . SECTION DETAIL ';4 m rK NOT TO SCALE 0 ~ Y U [II BACK AND SIDES OF '208" POND 0 TO BE HIGHER THAN PAVEMENT SIDE / < -j LL- a LL- La POND ENTRY 0 a a 0 a_ a_ VARIES, 3'- 3' MIN. VARIES 4* IMIN. N J rQ DRYWELL GRATE L A E POND WTH GRASS SOD CONCRETE CURB INLET .r■ • r Sc e d ~ ~n~ NA w A#h TYPE 1 SPOKANE CO STD 4' ~'aRTLAi~a . _ PLAN MEW: CDnENi' CONCRETE 1 CRY'NEII i "208' POND FLOOR POND ENTRY ~ SLOPE SOD TO TOP OF DRYWELL OR MASTIC ANY EXPOSED JOINTS ASPH - ALT = lrl~~?_ dr~...,~lL_.~0.rt-cLan~ 3' 2* ~L"= MINIMUM OR AS - tar fc•~ri~ (AMoc $545 or•equ;valtnt. EDGE OF PAV'T. SPECIFIED ON PLANS OR BACK OF CURB RECEIVED JUN 0 6 195 SPOKANE COUNTY ENGINEER SIMPSON ENGINEERS INC. N 909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926-1322 6 Furb Lone Ul 0 z 0 V) I R I 30' Building Setback 7' 10' 10' Utility Easement ' tl I E I k tl I I S89"23'17" E 125 00 W 6 I I I r I r 1 2 C] cf7 h p r'7 ~a p a L 30• f - 4 vy 25' I I CN Po Ffoor ' Clevi 037 40 2 N89'23'1 7"W 125 DO' p I 32`x30' Drainage easement Doable Barrel Dr ell,7y e "B" with M t l F , , e o r Qme & Grate, Type No 4 ;O Spokane County Standard. Stu 32-+•46 in 25'Rt of Sonor❑ Street Top of Grate 2037 90 See Detail "A" 3 (:D Yj 25' i C7 0 a u3 `s LO a In PRELIMINARY TO REVISION UJI E Lr S I h W z r71Will w l LU w W 8578 iL l l 11! ~ EC1$ ~ RAPNIC SCALE (lip FEET) 0 10 20 40 } y F_x [_)ATE 10/41 E IJUfV~ 5,199 ; 1••-~ 20• f 2 BLOCK", 2 6S Fh-n~su 1946 1711 Son Engineers, Iris. NT ESTATES NORTH 6TH ADDITION CIVIL ENGI9 & LAND SURVEYORS N9009 AR ARCONNE ROAD 1 SPOKANE WA 99212 PH 928-1352 f' U LL. .Q Y U Q f` H % d !l La i7 POND ENTRY r . r r S~ CdNCRETE CURB INLE TYPE T SPOKANE CO. PLAN VIEW: "208" PONS : SECTION -DETAIL W' NOT TO SCALE BACK AND SIDES OF "208' POND v TO BE HIGHER THAN PAVEMENT SIDE -j J U- LL cl 0 z z U U 4. -VARIES, 3' MIN_ VARIES 4' WN. drop DRYWELL GRATE LIME POND WITH GRASS SCD 4 PORTLAN tW~ 4't Seed p ord "A w ztln rnt*turc note-d. ~UMUv i c carvcKET pRy~y~ "208" POND FLOOR POND ENTRY SLOPE SOD TO TOP OF DRYWELL OR MASTIC ANY EXPOSED JOINTS ASPHALT,,,,., L Wca? ~r►w~LL_.barr~LmncL dru inr.c~Wit4t 1 t 3.~ ~C=2' MINIMUM OR AS st$cr ~v.6r:c (P~MCCas 4545 or eeTu~vwler.~. EDGE OF PAV'T. SPECIFIED ON PLANS OR BACK OF CURB SIMPSON ENGINEERS INC4 - U 1995 N 9W ARGONNE ROAD SPOKANE, WASH 9W2 PHONE 926-1322 SPOKANE COUNTY ENGINEER Furb Line 0 I~ z ~o IU) 30' Building Setback 10' ' 1 14 Utility Eosement V1 ~W F WAS i { Double Barrel Dry~+ell,Type with I Metal Frame & Grote T N 4 _ , ype o Spokane County Standard, Sta 32+16 , 1 25 Rt of q Sonora Street , r 28578 r Top of Grate 2037 90 " " O,, ~cir f See Detaih A ssz(A NAL I I " EXP DATE 10141 q~ Curb Drop, 8 Deep x 6 LF - Sto 31+96 to 32+02 Rt Sonora Street, with Concrete i Curb Inlet, Type 7, L-6' 2 i Spokane County Standard i CL opening 31+99 F L =2038 ~ I 30, - See Detail °A" SUB I T -TO R r 25' f Double Barrel Drywell,Type "B" with M F T U cr-j D etal rame & Grate, ype No 4 1 Spokane County Stanaaro. SLa 31+86 - to I 25'Rt of q Sonora Streel Uj C= i• i. Tap of Grate 2037 90 See Detoii "A„ I..IJI 2a 48'x3D' Drainage easement S89'23'1 7"E 125 00' /Ty LID I ro Po Fioor J EI v, 2037.40 11, ' 25' 4 - L I I I i I 4 I 1 l } } I , l i ! 581~3~'~ 1 JUNE 5, 199; J / 1 LO~ 3 BLOCK', 2 RIDGEM NT ESTATES NORTH 6TH ADDITION Ln a r~ 3 Fri U, 125❑'a' GRAPHIC SCIaLE (IN FEET) 0 10 20 40 1' 20' f--n 1048 ariapson Enguieers, lrlc. CIVIL ENGINEERS tic LAND SURVEYORS N909 ARCONNC ROAD SPOKANE, WA 99212 P6 92G-1322 f r IPOND ENTRY TYPE I SPA PLAN VIEW: m c~ rte, O Y C] Q m t d CL W 0 m lj 4: 5 URB INLE KANE CO. POND ENTRY ASPHALT EDGE OF PAV'T: OR BACK OF CURB 4' PORTLAND }'1 ~~pE Sccyd pond wtit4~ ht1K 4lf~rC Y►o~'~~. - - CENIONT CONCRETE i QRYWEII i "208" POND FLOOR SLOPE SOD TO TOP OF DRYWELL OR MASTIC ANY EXPOSED JOINTS •f y ~ Wt~.Q _~t-~ve~lL.~arr~Loind.. r~tovnrcc~wi~~t "L"=2' MINIMUM OR AS -Nter- foa6ric (AMOca 45AV5 fl~ e9.~.r~lcn#. SPECIFIED ON PLANS RECEIVED J U N a 6 1995 SPOKANE COUNTY ENGINEER 1208" POND SECTION DETAIL NOT TO SCALE BACK AND SIDES OF "208' POND Q 0 TO BE HIGHER THAN PAVEMENT SIDE Lt- ~ a z 0 O a_ IL -VARIES, 3' MIN_ - VARIES I - _ 4' WN_ cirolp QRY'rY~LL GRATE LINE POND iYl31I GLASS SOa SIMIAN ENGINEERS INC. N 909 ARGONNE ROAD SPQKANE, WASH 9W2 PHONE 926-1322 Double Barrel Drywe e "B" wrt11- Metal Frame & Grate, pe NO 4 Spokane County Stondar Sta 4+05 AVENUE 25'Rt of ~ 17th Avenue 17TH I I Top of Grate 2038 070 See Detail "A" W MCry ~w'AS GC r 7- A4.4c:-Pi EXP DATE PF SUBJ I C---' a I d U J urb Line R Curb Drop, 8" Deep x 3 LF Sta 4+10 Eo 4+13 Rt 17th Avenue, with Concrete Curb Inlet, Type 1, L=3' Spokane County Standard oper ing 4+11 5 F L =2038 38 See Detail "A" S83'23'17"E 80 OQ' 5' 25` 1 C7 2 = 90'00'00"~ ~ Fond Floor E1ev 1037 50 2 r L o31 42' 25' r ItANAT% 1 116011) REVISION V TO 30 U Cs I --------a--_--_- C= 0 w I I C v I ~ I C] ~ I ! 7 i I I I ^ d + I I r I I .`J i rr] i ! p V) D I I I i I k f 1 I I w 4 f r I N8 •23'1W 10000' 34' =i-~- - 30' Building Setback 1 10' UJ ility Easement GRAPHIC SCALE (IN FEET) k 0 10 20 40 2 JUNE 5. I~ 995 1" = 20' LET 1 BLQCK 2 ~ rcas wipsan Engmwrs Inc NT STATES N6RTH 6TH ADDITION , . CIVIL ENGIrd 8: SURVEYORS EERS LANE) ~E 909 R G I NE i LK~rN A ROAD SPOKANE, WA 59M Ph 976°1322 Q] r ❑ Q X L} m CL w C.7 POND ENTRY n w -f.- CONCRETE CURB INLET TYPE 1 SPOKANE CO. S PLAN MEW. 10 )v 20831 POND SECTION DETAIL 1;All NOT TO SCALE BACK AND SIDES OF "208" POND TO o TO BE HIGHER THAN PAVEMENT SIDE J J ❑ 0 -VARIES, 3' MIN_ ~I VARIES 4' MIN. dreg. DRY~'iELL GRATE LIME POND WITH GRASS S40 4-' PORTLAND as , Seed pond P Wl#h YYl i ~t~ ur ri of a e~1 . CE3AEfdT CONCRETE i DRAEL.L 1 203- POND FLOOR POND ENTRY SLOPE SOD TO TOP OF DRYWELL L OR MAS11C ANY EXPOSED JOINTS ASPHALT j' Wrap_ dr%~.~1L-~ar~-eLnvt~.~raineocWi#1n "L°=2' MINIMUM OR AS -~it#er- iiu,6ric UMOCO 4545 or•ej+.~voAcv.#. ►GE OF PAVT_ SPECIFIED ON PLANS ? BACK OF CURB SI<MPSON ENGINEERS ING.L N 909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 92r.5-1322 S89'23'1 7"E 8000' 0 cJ p vY Ln ~ cy 2 3 LI] I PI) 3 ED C r' Y E C] (V r7 O T z 30' _ - - ' Ln n 5' 2 0' S Pond Floor Elev 2038 30 0 f 589'23'17"E 8000' 5' 5 Curb Llne w) w m C.0 U1 a w -~-s 0. GRAPHIC SCALE (IN FEET) 0 10 '?G 40 i 1 = 20' Double Barrel Drywell,Type "B" 14,11th Metal Frame & Grate, Type No 4 Sl5okane County Standard, Stn 3+43 25'Lt of i 17th Avenue Top of Grate 2038 80 See Deta,I "A" 30'x30' Drainoge casement a: to w to r a to 0 CL V7 Curb Drop, 8" Deep x 14 LF Sta 3+46 to 31.60 Lt 17th Avenue, with Concrete - LC rb inlet, Type 1. L=14' C I V 9! V [ L_ ~,rt1 v C/f'~ bane County Standard 17TIu ~ A VE ~(0 OF WAk~~h •°1 Cc op`e ,ng 3+53 F L =2059 1.3 See Deto, "A" Mli za57® EL Z)v G1 Q ~fo,NAL. E JUNE 1995 Ex~ C)ATE 10/41 0 LOT LOClC 3 6ampsm Engineers, Inn C1V]L ENGi k LAND SURVEYORS s09 AR ARGL'i+Jh1f= ROAD RIDGE ONT ESTATE NO~TH 6TH ADDITION r~ SPOKANE WA 99212 PH 926-1322 I ~ 0 LL. c~ m ! CL w POND ENTRY cl 41- CONCRETE CURB INLE TYPE SSPOKANE CO, PLAN VIEW: ASPHALT EDGE OF PAV'T. OR BACK OF CURB py 208 It POND : ySE C "ION DETAIL . 'W' NOT TO SCALE BACK AND SIDES OF "208" POND Q 0 TO BE HIGHER THAN PAVEMENT SIDE a z z 0 0 CL -VARIES, 3- MIN. VARIES 4' MIN. dro 'URYWELL GRATE IJ14E POND WITH GRASS SOD Mi 3 1 4" PORTLAND CEMENT CONCRETE 'J "L"=2' MINIMUM OR AS f '6 SPECIFIED ON PLAINS r Seed PQvd "A w tin rnix-t~rc na~2•~ . f Y ORY'NELL "208" POND FLOOR f SLOPE SOD TO TOP OF DRYWELL OR MASTIC ANY EXPOSED JOINTS ~ry+ue.lL.-barrc-L.wnL Ar.a3'~neac-k- wvvv -Ntcr '-01 Srlc. (AMoco 4545 or ee~kivoi~ctt. SjMpsoN ENGINEERS INC. N 909 ARGONNE ROAD SPOKANE, WASH 9W2 PHONE 9261322 30' Building Setback 125 00' 10' Utility E S87'23'17"E w rZ v t7 O O z 3 Curb Line Q ~ CIL, O z O 0 125 30' N89'23'1 -/"W 30'x35' Drainage easement Curb Drop, 8" Deep x 6 LF - ~ Sto 31+96 to 32+02 LT Sonora Street, with Concrete Curb Inlet, Type 1, L=6' Spokane County Standard (L opening 31 +99 F L =2038 14 See Detail "A" 30' en t _ 10' 1 _7' 11 18' I I I I I I i I I I I ? I r'1 I+ co I {!J I 30' m Ln 15' 25' I ~i-ooiu F6~iy~r Flev 203 40A F- r II II ~ All r~ 0 'te 5 25', r r u N rsj c~ ' Il { 5 25'~ f3~ Double Barrel Dr ell,Type 3 with I 30' Metal Frame & Orate, Type No.4 I Spokane County Standard, Sto 31+90 t 25'Lt of q Sonora Street i Top of Grate 2037 90 } See Detail "A" 0' ; pWA5 I ® Lo CO Uj 4 FF . 4 ~ Try or ~ 14,ca ~ 141 V) x 4 ~I V r 28578 , GRAPHIC SCALE (I rE } ~r R~-1S'" t, 0 10 20 40 sslUNA'I_ JUNE 5, 199 t,xP oATE 1U/41 20' LOT 3 BLOCK 1620, i9~ 4711pson ~7irmeers, iG. RIDGEMONT ESTATES NORTH 6TH ADDITION I~IVL ENGINEERS & E.tNC1 SURVE ORS 1 N 909 ,:RGON[N~RQA6 k SPOKANE. WA 99212 ti 926-1 a.? i m 0 LL_ 0 c~ e W ca POND ENTRY Li it208" FOND SECTION DETAIL l~lNOT TO SCALE BACK AND SIDES OF "208' POND ® a TO BE HIGHER THAN PAVEMENT SIDE v p 0 z ~ O p a C_ --VARIES, 3' MIN. > we VARIES-=- 4-` MIN. 3'-----l WNELL GRATE UNE POND WTH GRASS SOO M_ r SL • a OPC CONCRETE CURB INLET TYPE I SPOKANE CO. STD. 4' PORTLAND C94ENT CONCRETE PLAN VIEW: POND ENTRY ;.,OR ASPHALTS 3' 'L"=2' MINIMUM OR AS OF PAV'T l SPECIFIED ON PLANS r SACK OF CURB ~4~ Seed Pv+nd_~ Wt~ • rrvr.a f+ DRY` R °208` POND FLOOR SLOPE SOD TO TOIL OF DRYWELL OR MASTIC ANY EXPOSED JOINTS L WCa r_ Aryvle 1L..6arrcL a K~ dra+r~Ca~~ W i~~t -N1er- ioA ric (Aamoc, 45-4-5 br,e-juiVwlcv%+. SIMPSON ENGINEERS INC. N gm ARGONNE ROAD SPOKANE, WASH, 9=2 PHONE 925-1322 dw W me r {f/~ ~0F wq~~,~ 'fie I 30' Building Setback --j 28578 f r . h 30' 10. 7' VA it- ~r 10 d tl~ I r E=AF' CJE,7B Taf4f ~ - I c -140 ~ 10' Utility Garement I h I 30 4n Double Barrel Dr well] e "B" " with + 5, 25'1 Metal Frome & Grate. ~ype No 4 / Spokane County Standard, 'Sto 31+60 25'Lt of (L' Sonora Street I Top of Grate 2037 90 ' f See Detail "A" d I O 0 a7 CO Li r!1 sY' z a D_ a IQ f.0- c.~ 30'x35' Drainage easement 125'30' N8g'23'17"W 4 t,stx ~~6 -7877 JUNE 5, 1995 LOT 4 BLOCK 1 RIDGEMONT ESTATES NORTH 6TH ADDITION r r II If ~ a~ ~ 19 5' 25- 1 1C. r h} l ® , Pond Flor Elev 207 t0 5' 2~L- L0` } S h S h h } l , i 4 S S } 1 h 4 1 1 S i 1 i GRAPHIC SCALE (II Ft o 10 20 t 5 } 1., 20' F-dan 1948 , i7rlps0n Ertfzr~~ rs, IPAL ENGINEERS & LAND SURGE S N 909 ARCOrm ROAD 1 SPOKANE, WA 99212 4 426-1 Curti Llnc U~ 0 z C) I C LIJ ~l LLJ LU 40 v► I (n iry ` c~ o ti Cy t) m ` . f ~ La 0 POND ENTRY a st :2 CONCRETE CURB INLET ca r Y n.,. se-ea pond A wt+h TYPE Z SPOKANE 4" PORTLAND CO STD rnirttU.rC Ytote~l. . . CEMENT CONCRETE ~ I]RYti+~L ~ "208r POND FLOOR PLAN VIEW_ r_ r POND ENTRY SLOPE SOD TO TOP OF DRYWELL z-' OR MASTIC ANY EXPOSED JOINTS ASPHALT Vvfr- a?_ t~r tswelL_kamrt7 tLo,nL_d~oinr.acT~~rai+'~ t ' L-==2' MINIMUM OR AS ►1~~r rso'~rM1G (P Meco $545 or • e.gk,YaACn-- ~GE OF PAV'T. SPECIFIED ON PLANS C BACK OF CURB SIMPSON ENGINEERS INC. N 909 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 925-1322 2 o a" P CAN : sE C TrON DETAIL ';A" NOT TO SCALE BACK AND SIDES OF "208" POND oc~ 0 0 TO BE NIGHER THAN PAVEMENT SIDE LL- 0 Z I VARIES, 3' MIN_ VARIES # 4' MIN. 3' DRY'AELL GRATE UNE POND WTH GRA. Furb Line I~ O a z ~o IU~ RIDGEIVI 30' a 30' Building Setback 7' 10' I 1D' tltiihty Easement S89'23'17E 125 00' f k I I I I I I I I I I I f~ I r+-5 I rC7 d' ~ I,,r a ~ I a :0 I co p I 30_ 25' i CJ CN Pon Floor ' Elevf 037 40 2 + N89`23`17"4N 125 00' 32'x30' Drainage easement Double Barrel i]ryy~~~ell,Te "B" with Metal Frome & Grate, yp Type No 4 LO Spokane County 5tondard, 5La 32+46 25'iRt of ~ Sonora Street Tap of Grate 2037 90 See Detail "A" i ~ 25' I 30, I I I ~N. Mc I I i i { I ~ ti I s t LI-XP DATE 10141 ~ FESTATES 5,199' BLOCK2 NORTH 6TH ADDITION (:D Q Q C3 co +"7 L) r~7 O [I] rfty ' II N 0 S > CO a W v o4 ) 57& CIVIL ENGINEERS & LAND SURVEYORS SPOKANE WA 99212 RH 926-132: FiAPHIC SCALE ((!N FEET} fl 1(] 20 40 " 1.T20, rwna.c "94b i7ilpsor1 Engineers, Iris N 909 ARGONNE ROAD i I POND EN TRY CONCRETE CUF TYPE a SPOKA PLAN VIEW- 03 0 LL_ 0 ca m 5 La ca a w CO_ ,►208;7 PONS : SECTION DETAIL NOT TO SCALE 1;4 !1 BACK AND SIDES OF "208" POND Q a TO BE HIGHER THAN PAVEMENT SIDE SOD SLpF~ LL_ LL_ ~ z 0 ° C` --VARIES, 3' MIN- F VARIES ~ 4' MIN_ 3• DRYWELL GRATE U,14E POND ~iM GRA drag Seed IF orta'W 4' PORTLAND yn •n• m")Liure- "oiP_ CEMENT CONCF7ETE !f DR rM!L 1 0208` POND FLOOR POND ENTSLOPE SOD TO TOP OF DRYWELL ASPH]RY OR MASTIC ANY EXPOSED JOINTS ~ J T'' 1lvl~aP _drywe SL_ 6ar~~L~.nA...d~aLnrn~f~W+~h ~3. "L"=2' MINIMUM OR AS iler ~a~riC (AMvGa 4545 ~r.~~uiv0.le►.ir. EDGE OF T. SPEC IFIED ON PLANS OR BACK OF CURB SI'MPSON ENGINEERS INC. - - - N 909 ARGONNE ROAD SPOKANE, WASH 992212 PHONE x-1322 r Furb Line I 0 1 0 V) 1 I 3 i 30' Building Setback 10' Utility Easement ! i d Double Barrel Drywe=ll,Ty,pe "B" with ! Metal Frame & Grate, Type No 4 ! Spokane County Standard, Sta 32-16 f i 25'Rt of ~ Sonora Street Tap of Grate 2037 90 ! See (Detail "A" SUBJE Curie Drop, 8" Deep x G LF + Sto 31+96 to 32+02 Rt. ! Sonora Street, with Concrete ! Curb Inlet, Type 1, L=6' 2 ! Spokane County Standard CL opening 31+99 F L =2038 14 3C1' - _ ~ See Detail „A.' ~I 25' I Double Barrel Dr Yjellj e "B" with Metal 'Frame & Grate, Type No 4 P Spokane County Standard, Sta 31+86 25'Rt of q Sonora Street n I F. Top of Grate 2037 90 See Detail "A" i~ 25 I 48'x30' Drainage easement 589'23']7°E 125 00' !I ~ I Ul) { r' 1 P/F, lor EI 37 40 125, } I .3 0' ! I ! 1 i ! ! 1 1 h 1 l r~ .35'57 W 1 ! 1 JUNE 5, 199' 1 LO 3 RLOCK'%, 1 2 RID, GEM NT ESTATES NORTH 6TH ADDITION 3 VV U o~ w. co r~ I L a a ua r_ ra M GRAPHIC SCALE (IN FEET) 0 10 20 40 1" = 20' rw do 5948 Ourtpsan Ertymeers, Inc CIIAL ENGINEERS & LAND SURVEYORS N 909 ARGONNE BOAC SPOAANC. WA 99212 PH 926-1322 N 11208" POND ' . SECTION -D TAIL 'W1 CJ NOT TO SCALE LL- 0 Y " U r ~ m BACK AND SIDES OF -208" POND o © TO BE HIGHER THAN PAVEMENT SIDE 1 > 0 0 -j -1 if C Li LL- I Ld ° m POND (ENTRY 0 W a- a_ 0 0 VARIES, 3' MIN- VARIES 4' MIN. ORYWELL GRATE UNE POND WITH GRASS SOD - r 4.1 tr 7 Sued ~ CONCRETE CURB INLET ~ vnd ~ ~t~► TYPE 3 SPOKANE CO. STD. PORTLAND ti mix~urL no~~d CE7NENT CONCRETE f DRrhal- ~ "2Q8` POND FLOOR PLAN VIEW- POND ENTRY SLOPE SOD TO TOP OF DR LL OR MASTIC ANY EXPOSED JOINTS ASPHALT- ~iL0.~7_ ❑r~w~!~~....vart'G~a+r1~.L~~a.Lnro~~Wi~r1 3. "L"=2' MINIMUM OR AS - O tr-r -~o loric (AMoCo $545 or • e-j%kivalcm+. EDGE OF PAV`T SPECIFIED ON PLANS OR BACK OF CURB SIMPSON ENGINEERS INC. - - - - N 909 ARGONNE ROAD SPOKANE, WASH 9M2 PHONE 926-1322 Double Barrel Drywe e B" with- Metal Frame & Grate, e Na 4 Spokane County Standar Sto 4+05 I 25'Rt of rE t 7th Avenue 1 7r i H AVENUE Top ❑f Grate 2033 00 See Detail "A" , F ~h AS/~~ Y '1/ FY ~AS7A r~ _ LXP C]A'I E 1 PR SuB 1 r~ 0 0 urb Line R Curb Drop, 8" Deep x 3 LF Sto 4+14 to 4+13 Rt 17th Avenue, with Concrete Curb Inlet, Type 1, L=3' Spokane County Standard CL opening 4+11 5 F L =2038 38 See Detail "A" _ ~r!t' 589`23'17"E 80 00' i 5' 25' 7 Pond Floor = 2 90100,00" Elev 21737 50 L 131 42' 25' L - _ - n 30 Av N'T -To ~EVISION 3 I I I i D 0 I 1ri I r 1 O I i E V i I I 1 ! f I I I I ~ w ! 7 :t I i Q I ~ U? © ] I i I f f I I E I I ! N81'23 17"W 10000' 30' 30' Building Setback 10 UNility Easement I 2 JUNE 5, h 995 I LOT 1 BLOCK 2 ~ NT 9STATES N611TH 6TH ADDITION I v W Q QS a~ v b x Q (V III i.R? Co C7 4 ~ ir GRAPHIC SCALE (IN FEET) 0 10 20 40 1° = 20' F-d.6 lain 6611 a'mpson Engineers, Inc CIVIL ENGINEERS & LAND SURVEYORS N909 ARGO14NE ROAD SPOKANE, WA 99212 PH 976-1572 Z tu z a~2 CL V3 y'. 4k a m of U LL. 0 0 IL L.1 I POND ENTRY cl w r 4] CONCRETE CURB INLE TYPE 1 SPOKANE CO. PLAN VIEW: yll 208)1. POND : SECTION DETAIL NOT TO SCALE 1;4 It BACK AND SIDES OF "208" POND o TO DE HIGHER THAN PAVEMENT SIDE J J tL LL_ a a o a -VARIES, 3' MIN. VARIES 4' MIN. 3'- DRYWELL GRATE UNE POND 'NI71I GRASS SOD drop _ 14" PORTLAND CEMENT CONCRETE POND ENTRY I ASPHALT~11. EDGE OF PAV'T. OR BACK OF CURB r "L"=2' MINIMUM OR AS SPECIFIED ON PLANS Seed p c nd "A vtv~ • r.rtr Y ~ l DRrNEtL 1 "208" POND FLOOR e SLOPE SOD TO TOP OF DRYWELL ❑R MASTIC ANY EXPOSED JOINTS L Ipl~op_ ~r►3we_lL.barrt.L a.n draLnraci~ wi#k ~i~ter -~o.bric oca 4545 or•e_iuivalcr.t. SIMPSON ENGINEERS INC., N 909 ARGONNE ROAD SPOKANE, WASH 9=2 PHONE 926-1322 $89'23'17"E 8000' Ir LU Lu z 0 E7 L7 0 0 Lu LID c'i C4 CO .9 3 Uj v 0 U LJJ ~ - 0 c - :4- GRAPHIC SCALE (Ifs FEET) b 0 10 20 as 0 r~ w L rn c r~ E to 1 - 20' L° C7 30' - 3 ° ° I LO ~ 1 Double Barrel Df-yywelij e "B" with r 15' 24' S Metal Frame R Grate, Type Iaa 4 Pond Floor Spokane County Standard. Sta,3+43 o Elev 2638 3Q 25'Lt of q 17th Avenue rn ° Top of Grote 2038 80 r ` Sae De[a1I 589 23'1 7' E $Q {]0' 15 S' 30X3O' Dromage easement r n Ln Curb Line ro Curb Drop, 3" Deep x 14 LF Sta. 3+46 to 3+60 Lt 171h Avenue, with Concrete \N -C rb Inlet. Fype 1, L=14' AVENUE WASy~ : Spokane County Standard 7TH CL op', mg 3-x53 F" L =2039 13 &T F o See Deta1 "A" too IAD I f F1~0 < PR ~ SUBJB TO - ~s, 0 _ f_rt_' LlnTE 7tl/41 0 JUNE 1995 F~dcd 19 cI LOT 3 LOCK 3 impsm Lngvzeers, Inc C«L EHGI & `1"° SURVEYORS 90Q9 9 z,AR RaCU1rrE I?OR❑ RIDGE CANT ESTATE N4IiTH 6TH ADDITION N SPOX4NE, WA 99212 PH 925-1322 M I r POND ENTRY CONCRETE TYPE 1 SPi PLAN VIEW: m U 0 x C) in 0 La t~ La it. i-si INLE CO. ~r 208 21 POND SECTION DETAIL NOT TO SCALE RACK AND SIDES OF "205" POND 00 Q TO BE HIGHER THAN PAVEMENT SIDE o a z z © p cl- CL I/ -VARIES, 3' MIN. VARIES 4' MIN. dro DRY WELL GRATE UNE POND ;Y1TH GRASS LO q r 4' PORTLAND ~ Seed pond W w **n tt1 i 7C~{`uC G ri ot'° ~ _ DRrNa ~2as" POND FLaOR POND ENTRY SLOPE SOD TO TOP OF DRYWELL Li" OR MASTIC ANY EXPOSED JOINTS .-T- it K ASPHALT W rap a rywe.tL_ taarr. cL o.nL_dtountack_ with _ '101! t 3. "L"=2' MINIMUM OR AS fatter §a6r~c (AMoCa 4545 yr eq~~vafeyt. EDGE OF PAV'T_~ SPECIFIED ON PLANS OR BACK OF CURB E 1 SIMPSON ENGINEERS INC. N 905 ARGONNE ROAD SPOKANE, WASH 99212 PHONE 926-1322 r- e~iJJ ~ ~IJ ( ~ I 74 Map Sail mine sx Mbol DsC DsD DvD EkB EIC EID Em Fa B FaB3 FaC3 Fm GaC3 GgA GgB GnB GpA GpB GpC GpD I Dragoon stony silt loant, 0 ta.30 per(ent :lopes. 1)r,'goon stony silt loam, '30 to 55 per- cent slopes. Dragoon very rocky complex, 20 to 55 percent '40pt-S Eloika silt lonm, 0 to 20 percent slopes Mika very stony silt loam, 0 to 30 per- cent slopes. Eloika very stony silt loam, 30 to 55 percent slopts );indent silt loam. Freeman silt loam, 5 to 20 percent slopes. Freeman silt loam, 5 to 20 percent slopes, severely eroded. Freeman silt loam, 20 to 30 percent slopes, severely eroded. Fresh water marsh. Garfield silty clay loam, 0 to 30 percent slopes, sex erely eroded. Garrison gravelly loam, 0 to 5 percent slopes Carrion grax elly loam, 5 to 20 percent slopes. Garrison xcry gravclly lo;un, 0 to S percent slopca. Gairiaon xery stony loam, 0 to 20 percent slopes, Clenrose sil t learn, 0 to 5 percent 5lupes Clenivye>ilt luau), 5 to20 perreutslope, 0(nro-,e silt loan), 20 to 30 percent slopes. Glenro,e Nilt loam, 30 to 55 percent ,lnprw p SOIL SUItSLY 1',t[ILL t] - ~{PI(~ (1C8CltlJfltllfY +f so la' ufl(l fr✓Ir'!r Cln•Sltiration Ilrpth _ Dc-wript,lou of +od and -4te from niirfat e, USDA tcxturo Stimlrr to Dragoon silt loran, 0 to 3D percent slopl:5, except th'A the surface layer is stony Dr.igG'ou part similar to Dragoon silt loam, 0 to .1 pr-rcant a40pc23, except that slrpth to bed- rock rangct from 10 to 20 Indies. Rock oiit- crop mchl(h:d in tbiS complex Alednim-textured, well-drairiod sod formed from glacial tall cone sing a large arnomit of sol- cartic s.,h in the surface layer; underlain by gr,rxel it depth of 30 to 61) inches; occupies itndulatmg, morainelike topography. Similar to L'loika silt loam, 0 to 20 percent slopes, except that they are %cry stony throughout, Afed(um-textured, sometshat poorly drained, alk:dme soil formed in alluvium from calcar- eous silt, volcanic ash, and dtaton(te, depth to water table fluctuates from near the surface to about 6 feet, S'cry deep, moderately well drained upland soils with medium-texh(red surface layer and medl- iimormoderately fine texturedsubsod,formed from silt on rolling to hilly uplands. Shallow, sn:(mpr, intermittent ponds and fringes around -lakes that have a fluctuating water table. Engineering data is not given, ns land type is too variable. `cry (deep, well-drarne(I soil developed in fors on ridge tops and knobs on the rolling to hilly uplands in the Palouse soil area Gravelly, mediarn-featured, sometshat execs sitely drained soils formed in gravelly glacial outw:tsh material from a variety of acid, igneous parent rock, on ne.irly lexel to mod- erately sloping terrcccs, depth to mixture of sand,'grasel, and cobblestones ranges from 2!; to 5 feet. Slntil-ir to Garrison gravclly loans, except that the surface lay er is very grax ell y. Sirnilar to Garrison gravelly loam, except that the surface lay er is very stony. Very deep, merlium-tvxtnrrd, ix-01-drained soils forint•d f:om acid ilmeouz glacial till, surface layel influenced bs' loe-, and voleanic ft-11, on gently rolling to iteep uplands. ht. 0 to 24 24 to 44 44 to 53 53 10 60 0 to 26 26 to 41 41 to 60 0 to 22 22 to 72 0toS 8 to 23 23 to 60 0 to 15 iii to 44 44 to 60 0 to 15 1.5 to 44 44 to 60 0to72 SPU(AM' COLr171•, WA511INGT0\ r,YfbnaIrd Aygical cruel cltemicltl plroperlies-Co 11ttntlet! Chta,ithcation-Cunlnnwrl 1'rro iltagr, pa•sing i xc- 75 I as•i(Ihiblc I Vortn-.1101t) ts:(ter Ren(tion Ih.,prr.iun Shrink-,%rfIt No 4 No. JO \o 200 ulullud AASHO (1.7uun) (20riln) (OI)7t cr+li,icnt} (l;5rlII tior)} putrntinl aim) _ • ~ s Tr Tyr hr !n farm nf-21 rj! Silt lonm---------- Grrx'elly loran._-_-__ ! 'T'ory gravelly sandy lo:1u1, Gravel------------- L &It, lo.un----------- 'Vrerv fine sandy loam. Sandy clay loam---- Silt loam----------- - Silty clay lo.tm_.____ Silty clay ]oam___ Silty dav__--------- s)lts clay lo.tm--_-__ Gravelly lomn_____.. Perv gravel Iy loam-. Sand, gravel, and cobblestones. Vcry graselly Ion in Verv gravelly Ioarn-- sand, gravel, and cobblestones. Silt loant___--•-•_- ML-CL.--• A-4----- S11-------- A-4--___. GAI_--___-_ A-2__-__, GP-------- A-1_----- 85 (0 95 75 to 5i 30 to CIO 25 to 35 A[L-CG.___ A-4___--- try to 100 11L_-__-_-- A-4_----- 95 to u)Q CL____.___ A-G------ 95 to 900 MLCL_-_- A-4_----- 95 to IDO CL______-- A-6___--- 95 to 100 CL A-G--__-- 05 to 100 Cry 9.i to tan 95 to 100 sAM A-4 65 to Si Glr_--•-•-- A-2------ 4S to 65 GP_ 25 to 35 GAr__-___-- A-2______ 30 to Gil Gtr A-2------ 45 to 65 CP_-___--- A-1------ 25 to 35 11L-CL---_I A-4------J SO to 95 80 to 95 •10 to so 20 to ill 11) to 20 90 to 100 90 to 100 00 to 0.5 90 to 100 90 to 100 90 to 100 90 to 100 90 to 100 40 to Cn 30 to GO 10 to 21) 20 to .50 30 to 60 10 to 20 75 to (M GO to 7C 3i to 511 5to15 0to5 90 to 95 GO to 70 85 to 90 80 to '30 80 to 90 90 to 05 90 to 95 00 to 95 35 to 50 5 to L"a 0to ,.5 5to15 5to15 Oto5 60 to 55 i I I 11S to 25 08 to 2.5 a U to 10,1 I >10 I 05 to 25 I 118 to 25 02 to 08 -02 to 08 1 i <O 0- 1 I j I I l 1 to 0 8 O.nito O 2 0? to 25 'I I1.S'to 25 2.5 1o 50 't 1 >10 2.5a; to 5 0 2olto 5,0 I >10 I I S'to 2.5 I { I JI 0. 17 to 0. 20 0 12 to ft 14 000 ton 09 1 0 04 to It 06 017 too 20 0 17 to 0.20 O. 17 to 0 2(1 0. 17 to 0 20 0 17 to 0.20 0 171o o 16 II 14 1o 0 17 017to02U 0. 12to014 0 OR to 0 11) 0.04 to 0 06 O.nStaO 10 0 051e n.1a 0 04 to U. 06 0 17 to O 20 GItoG5 6Ito66 6 1 to 7 3 6.6to7 3 7 8to9.0 7 4to5.4 66to 7.3 66to7.3 6 Gto7,3 6.G to 7.3 to 7-3 6.6to7.3 GGto7.3 G6W7.3 G 6to 7.3 G11oG6 G G to 7 ;3 66to73 C.lto7.3~ High lfigh_.__•. 11 gh..---- 1L,h------ If yli_------ Arode ratc__. Low•------- Moderate--- Low Low------- - Low Low to mod- er.itc. craw, Low. Lon. Loss- to niod• crate. Low. - Moderate. Lou' to ntotl- cra te. -Moderate. Iotv-_-_-- ri lfoernte 1, nigh. Low--___-- moderate, moderate rots, ,11011erate_ Law, nigh------- Lou 110(lcr.ite___1 roxv. Aforier.itc___ Low. Low- i'loclerate__I Low to moderate. I I III I i I 92 Suitabihty US Fomce of- TAt3L> 7,-Irrfr`r~,rrl~ilir~rl of Soil Fe) ies o7 types and map symbols Topsoil Dragoon (DrC, DsC, Ds D. DYD} Good to poor. DOMli (£kB, EIC, EID) Emdent sill loam (Em). Freeman (Fa B, FaB3, FaC3). Garfield (Ga(33)_-- Fa j,_ Fair__-_,. Fair to poor. rair to good Sand I Not suit- able, GiaS'el I I ]load fill I lllgln5 sy 10ra1ion 1 Not. su;t• able. SOIL SURVEY Fair 10 good. got sa) t- Suit(:blr at Good IIbIC. depth greatel Il,nr1 1,0 in(JrrE. fiot suits- Not, FuiIa- Poor ble. ble. Not Suita- ble -Not suitu- hlr. ?got su1•tn- h)r 'l'ot, suita- ble. Poor_ Poor,--.. Afoderaie to eery big] .f Fu- e c 111»1i ' p 4y 10 frost action; mod- eNO to mod cra It.] rapid pcraleabihi,; lo" to 117QdlrFSlr shank-e55 Cll potential. - Afoderaie to high Fns- r.l, trd )il71 1 to frost action; 1,ioderate 1,0 ter, rapid per]ne- abi)i13 loll bomod- er:l t e stn inn,-511 ell polential. 1'er3 fug!) sosccpub;l- 11y Q frost anion; moderate to mod- erately Floss pc'nl)c- abillt y ' 1055 10 ]I)9d- cr11c sfirin6-such potential; sa111rnted u)„]III er aI,d spring, Afodrrate to,(•r, Pligh Flist eptlbllilt io frntt nrE,lori; Inoder- nlcly 000 to very sloe perllle11nh1}; lo,1 to lilod('rate Fhriah-Ell CII polen- tial; stlnuaied ill spring Afodc'ra1 f0 tery l)gll ""Tpobility to fre'st action, )nodrrate 10 s101% prr)7iCnb;hl y; 21,0111 rile to 1)igh 5111-a11-54,e11 g,(ltel)- 1,111, Gnrrison_(GgA, Pair Not suit- Gondhclon GeB IG' IiaCCllcni_ Slight to 111, s1, rrpli- GnB). able Surface boll]} to frost action; N3 rr• riualeridr to vcry rapid pell1whb;ldy• ]1,n slirin6-s„rll . , polt'nual. Coil f(nIures nffert;ng- DiJ, es or 1r•5 yes Lau slal»lift; Fenilprrrlou, t( in,pr-"i0us When om. ]7al,lyd; 1011 to nrodcrstc Fhrink-FUrll polential Lm, Ft ability; Ecl3uper,;oil s 10 in7pcr,;ou, 5111011 Compact- ed; lm, in mod- er;lte slrrink- swe)l polellual Lon' F1abill tyh; iru- pcnious "rea aompnclyd; !on 1 o moderal e shrinl,-s,5 ell Afodrrate stabil- dv; impervious "Ole]] e911)g)net- rd; loo Io mod- rude Shrnik- Fuell polential; Foik asst, W hen dry. Afoderaie Stall;l• 1,V; impervious 11)1(•0 co)j1pact- ed; moderate to high sllriuk- FRe]1 g)ot('»11n1 Alocie-raI St2lb)]• ]ir; pcrviolis OWN 1•oin- ported, Iotr Fhr;ot-Fn'LI] p61('2ltial. Fnr]n Ponds, Reservoir nrea Afodcrode I,o moderately r rapid perrne T ability. Afodcraleto rapid perr a bilitr Alodcratc 10 m0deraIL. sloe perm abibi y. Ft*fnolnofe al cad of table. t i, I Afoderalely Flot, to very slots, Permeability. Model to Slow pcr]ne- abildy. A}odrrrilC I0 , era ra lid prriara )Illy. poprlf`irs of soils`-C".o171inued i BFORANE COU\TTY, '1,j Soil f('atures n1fecting- F.11 n) pQlld;- VJ{ Continued Embnu),mcnt Very ton shear slreuglh; scn7i- ]ICr, ]0115 to iln- ]rerslous y, hcn »Ie (onipnrted) diam COmpress- )blhty, low Il.~lhly. hear Ftre11 Low s . gib; scrmperviou5 to 113)1)errious a hen compacted, sl)gh1 rompresslb)hh loo stability. Verr lok% shear strength; imper- v)ot1swhen con) • ]7nct,(;d; moderate to high Compress- Sbi1111 ; modernf e stnblldv; cr:Irl.F when dry. leer, lo-k, Fhenr F{rr•mgltl; rn)prr- Vlous 1, )'ell c0m- p acted, Inedinlm rompressibiliI N ; moderate stabil- ity; soils erne}, u-beri dry. t'erv ton shear sfrcI Igi h;imprr- rious „hen coil] - ntted, I111-diurn to ugh coinpresQibil- it" mod(!r.,te El.lfihtti;soil cr.IcLF 5, hell dry. 717gll Ehc;lrstrengi)I; per, IOUs a hell e0mpolrly(j, F Ig;ht co)up2rs~Ibilily; Modll rill' sta- Wily. Ag:i(ultuml drainage Moderate to nlodcrately iapid per)nc- ability Afodenote to vcry rapid perineabihiy. 'vfoderale to moderately sloe perine- ability; satu- rnied in u;n- ter and Fpring, Afodrralch Elo„ to fiery S)on• perine- nbilit,t ; sntu- ratrd in spring Moderate to F1055 Perm e- abititV. AfnderaIto to ,rl) rl````)id pc r117('ikS7ill. l y. Jrrignlion Afoderaie nn - tale rate, n)oderale eater-holding en3)nCdV. Afnderalr to ntodernlely rapid intake rate; ]noder- rlle nalcr- holding ea. ]7uritr. Afodernie fo muderalcly Slow int'ikc rate; very ht 11 inter- lio ding en- parity. Alodcratcly Slow to slow Intake rate; ver} high aster-h01dIng CapacltV. slot, ;rlln6e r.de; very ]ugh n ntcr- llQldil7g Co. p:lr)ly. Rapid inin6e rule, ntadf•I- at a 10 Ion tsatel-hcllduig capaIity, a T(rr;,ces ai)d dit er31ons ' on reslstalirc to erosion; moderate to modern i ch rapid pl'rmrv n17i11ly. GTGIA 93 h)u1d Waterways Lots resr•inuce to fro=ion; mod- ernlc wnter- holding capne- 21y vrgelanon dlfl;xllh to eF1a1.'hs11 e~rept 9» Dragoon sill loam, I I I Moderate ruslsl slice to rro• slon, rnoder• ate to ver rapid perrne: abilih Aloderaie resist. ante to ero- sion, rnodcr•i ate to mrider- at('ly slo,i I pcri,7cabilll r: -Model ate resi l- anee to Cro-i sion; modrr• 2II(h'SIC* it) [ ri vital prr- riezibility, If E Afoder:d( Ilsi1~1 any( to crmd sion, Inod(r= nle to sion porinvablhty. Alocicride rI•siit- :m)Ie' 10 rr'o-1 F.I911; 111Qdi•1• n1r i9,riy rapirl pcru)(• 27biliir. ~ I ~I I I 1 1 I~ ~I Aloder:it[; re-Ist• ame to erosion' naft-l. holding en. Ilacity; ,'t•geta• t;on d)fhcklh to establish cafept on Doika silt lonm. Afoderaie resiq• ],ace to erasion; very high tynter- holding cal)•Ie- P3, eac('pt for 1111-tolerant spevi( s, re •ctn- tion difbcu~i to esl crbllsh, Mod(-rate resm- unce 10 er0,l0n; 'cry high nnler- holding capne• itr, vegrfnlion fairly easy to raabliah. A1oilrralc rc•Fist- aure to erosion; t•s'ly lligh nal( r•hokhng raparlIV; t'l'g('1:113nn fouls envy 10 t'~t:1k11)sh. Alodcratc res;,st- nnve to r]oSiolt; mod(-):dc 10 loo nai(r-holding calinclh.; Vi g(4 1.:1119)1 OIffirldt to establish o1, Very Moil)' Ma1n, fntr)y cosy on 01h('2 soils, Sru;lgca dlsposril fields Traflicnliilily Alodernlc i~o n)(Aeralely rnp)d perms :11)]I)t C, mod- rraIVion od_ elate]} rapid waler holding capaciir Mod(-rate to very- rapid prrnleAhiIily; modwale ryaler•holding capacliti. IIodcraIe to moderately sion g)enn(L ability ,eTY nigh nsl a-hold- beg cap:IcAN salarated III ,4;1)fer and spring. Afodermely slur to re) t• 000 pcru7e• nblIIt vel-V high a aler- wd)ug (.a- pac]i,-, Eaul• raie(1 in spr)ug Afodrr.do to sl[m pcrmc. ILllitt ; very lath intern holding en- par)Iy. Alorlnalc to ",")y ra lid ])t'ril t!l d}, ]1,odcrate I'D Im% miter- bolding cn- pnrily. vet v low Sllcar Flrenglh; toil- lond-c:lrr}'ing rap,icii}, »iodrrnic to rllr)(h'ralels rapid pr.uue a1»Iiiy. Low shear sirengih; mod- ernte to high load-carrying l,-Iweitv-0 mod- r'ratc to ,cry rapid peru)e- abillty. Very law shear Ftr•engl11, mod- erali• to low 101d -(;.,I r" ing c:ipaeit}'; mud- crate- to mod. elata'1±' slow perinr.IbilI ty. 1•er}' IQ,r shear streilglh; inod- rrate Iaad- (arryulg Cn- paeih I rnod• eratrly S10tr 10 ,cry Elritt• jxrmr.,bilily. Vl-o lays shear Ftrcngih; mod- erate load- cant ing r.Fi• pnc)13 ; plod- I ra I 10 x19,5 prrmr21171h1}. ]ligh Fhrar Ftrrngl ll; high la:ld--1rrring I'npsrrt t Illodemic to ery 3`11I W pcrnu':I trifrty. I _ ;l r li~l J, .;v i I (loins sheaf 67) SPOKANE COUNTY, WASHINGTON - SHEET NUMBER 76 76 -•r_~~,~t,~ - r~~ It•~ ~ -r ~ I- ~ `~F~+4.i~ d- !tr w~~~ , 1i- cwt - ~ ~'t `~I".:"_"~- ~ a' .9 , HItAGp` MlLY1~RtjKEE aI 1 a ,,r r; -C - 7~1 r_i a ' :iat• r f- „ 88'li a .1.y,-r':r~o• ' aP is t•r's!r t _ ;s =Y i,.!-~f N ~•tT~"•w 4:rr-,x":n :.r. ••y`a i; - I - 8 mB .~~a.'°•~r-i' ~~°-;'12',;'id:31 ' {~~i y`, 'I L1 , f « ~fl~•"-;r,r `~^':'N f i :y"eJ: to _ r•r n val i;r: 11 ` eJ ~ ~.-II i y ''"~*,~"r.`'• 'i, ,P-•~' r"T.t~ ~arM1;ciS _a j5•,~;:E=~y l~ ~~k° i - - ~I ,yt y~'~ t i-• '~,~_"~~-,•~TC:,i. r~~,tl. .,I _ ^-'•-^,~~`.i=-~- _ ""c:,u~.,~, „"`'y. E - yf `^•^~,,••r+_'°•y. ~t°~IIL~~ yC~' _ ~x~. - '::-y4 a C,°'S-' 'v ',`I _ .~'R •,I - GmYvr ~ Y•" h W r ' • e1 .r.,"M`• . 4~`: CkC:' mgr I~ ~ tt.sa~~S'~-~~,~„y~Ny--`,`,~ -a.ktv,t-Y arc-•:r ~a , i r_r. ti n` _',~•.s : J°.~i'.~. ~ a a';.:" ( " i - m• : 'y' -Central Valley 2Q "k: School. 4.. C'••~ ;GgA - Cp s1i6," .a _ We t~' FE ,-F~.=~;^ •;~-•c..', - M la'G_ B - ~.'~':~,~;:~"~~n m `'s8v' ~s8s ..~~~.%,'6•:~ 'g ;:fiiy~:§,' _ 4~ - - ME. R - S%~ ~'v,•i'„ Wit'- „i:'r P '.sY°tc, - tiA 4. _ 7,• I _ - _ - :LL - x.._._." _ - P - ,5•~ , ate „w0s o ~ , ~ r Psi r^ •~l.,j ~ ~ - _ , ~"::r'_`°:,`n~ tg '~v+~+~4.g _ - t %856;-,•,'~Y~ "x~.,` R ~ I - - _ _ - srry9 S~ e,~ - ~iii't'., trt-s-i.°' ~r•'F "s` YGm6 :CuB~T r- ,._,dr,~ -;S~ ?,:r:"?:~'.},'- - Qf~ T~`_-r~`•"e_ _ .PSB_. _.r• 'S` _ 4`1.7 '"t` r''"y,'~ I'l r^'- f~'•~'- - r^d'• .~-i ~.tl ±+,.,j'.r ! "li-' - •-,tr, ,R _ mss. ^KS*_+t~ 4 -'C, I,..r•'_,n.-:«'-4.'w•.IF 'as I , ` Cu6~~'"°' ti.• .mss ~'z , I„ _ PISBR,r~- ' T~;,C•'~J .;[r'~`3•- ' ~ Gm811' ~ ~V~A_~ ~ «3;~ >h~ ~Q' i~''dJ ~`J°=~ r.+, ~r - II'= II'•, dnc:,-f j °:.'ar..!.•..rc.~ £ d;,,t. ~ PsA " ~e. ~~'~~~•3~~±6 _ ,CAB = p r rHv e'' - • I Sr rti~ K 0 y GgA S MCB P$B ^,r.. ilmA P A' "C rami 0 Qmmi HhA °014' 7 r'i 4 I ~ Sr -!I C~." .~r 'a- 3,• ~'+iEy r,,- $C=' -31 - i..a' ~ ~_-c,~•~ar ~ r &An,~ 4'.rf~, ` _ CuB•' ,v.t,:.~~r' rri••itl :~Y ~y ~ ..Y, ~ t- -1•~ ~S ~ 9.L - Ih ; •.~t^'~ y, - - ;y;~": 'rL' 7' f - ,yya``;"~ - - 'i " = 4',.il - • .GRAVEL: II .►i :-.PsA^% •~Y !f',u 1, •_.x Y i~ r. •o•"°~"~i;.a'w # P!P 'I M ~,~I ~R, r°_~" '==7.r.:bP° c, p -~~w ~1 I ~1, A r 1 NN[A' y,ee r.~... r A^ w' 3 r. a Fr E : rs!;';i',^. + SsC FrR~, a : a, M !I + Ho6'' s I;p Se. CjkC. `~q N~^•••(~0~i6 r' _ i ;~i y ~nB _ 1' - - I - - - I, t `HhA • 4 MN_. '~.93C •'Ni - V. P~ Sp t A.,,°I G ~ `,Ir I .yl•. 4' j, 3t~ ' ;f ~ v ` .W , e•rKC= ,y, r'.i 1 BaB 'L ! j I 1 9!C SpC ~c~~.r` ° fr~•;ti ~j~• ~ !'y,~t~~'iy~ ~ ••,A F~•'°•~,-:'lam rf't ---^r •s;-^"tth6'- < "~I;~. SsC l1mC• ii. ~Z if L Ilr buy I ° t L',11 ~e~+t3p¢ n , DtaA' : QaB PsA~ r "i , f it[r~ 3~ ? ~'rti ,31~-,: x,54 Bab PfJ' UhB S s6 Ba H i i N tow ' siC~ 689 7f 1. r f F • s I • •;e r. r w•:. SO _4 r'~'°' I~ ~,i.• r 16z`B [ so SPr e v !C r r r as~;~. }`,stn • ^ L I a f ! + I SPC I`E P. ..,,.a.W Y .''p. G.~.a:..a ~9.+ h~\ * BaB Ir -11mC VhB SnA SnC b (loins sheet 65J e+,LS sic:"; ;W~, JN ' r a m 0 0 41 4J ❑ ❑ ❑ N dY N 0, f "t 74 Solu sv111'Ct' TA11LE 6 -thief dearrri j3liorl,x r f 80118 an lltrir Cla•,ihcution Map Suit narnc Dv,;Criptiun of •0d and ,ite Depth svtnhul from - sur(nu: USDA texture DsC DsD DvD EkB EIC EID Fro FaB FaB3 FaC3 Fm GaC3 GgA GgB GmB GnR GpA GpB GpC GpD IJragoon stony silt loam, V to 30 perecut Slo13C9, IJr.tgoon stony silt loam, 30 to 55 per- cent slopes. Dragoon very rocky eomplec, 24) to 55 percent slopes, Eleika silt foam, V to 20 percent slopes. Eta kka %cry stony silt loam, 0 to 30 per- Ceilt Slopes. Lloika very stony silt tosm, 30 to -)j- pc r cen t slopes. Candent silt loam. Freeman silt Joann, 5 to 20 percent slopes. Freeman silt loam, 5 to 20 percent slopes, sc%erely eroded Frocman silt loam, 20 to 31) percent slopes, severely eroded. Fresh water marsh. Garfield silty clay learn, 0 to 30 percent slopes, severely eroded. Garrison gravely loam, 0 to 5 percent slopes Garrison gravelly loam, 5 to 20 pcreent slopes Garrison -,cry graselly loam, 0 to 3 pcreent slopeb. Garrr.,on very stony loana, 0 to 230 percent slopes. Glcnrose silt loam, 0 to 5 perecat,clopc s CA lemo,esiIt loam, 5 to 20 prreentslope,. Glenroie gilt Ion"), 20 to 30 petec11t 4lopcs f)Ieero,p qdt loans, 30 t+r 55 percent yh3p,1, SiiniLtr to Dragoon silt loam, 0 to ;10 percent 81 opt-s, except that the aurrace Layer rs stony. Dragoon part, similar to Dragoons silt loam, o t( 31) percent slopes, except that depth to 14cct- rnrk ranges from 10 to 234) tacit a, Rock out- crop mclitdrd in this complex. Alerdmnt-textural, cell-drained soil formed from ghtcral till Contanniu9f a large a,mount of vol- canic eats in the surf.acc layer grndcrlaut by gravel at depth of 30 to Go itacltc5; occupu's undulatmg, morainlike topography. Sunil:rr to I Polka silt loam, 0 to 20 percent stopes, c%cept that they are scry stony throughout. tledium-textured, somewhat poorly [trained, alkaline soil formed in allatvium from calcar- eous silt, volcanic ash, and dratonite; depth to water table fiuctnates from near the surface to abort G feet VCry tleep, moderately -,yell drained upl,md soils With medium-textured snrfaCelaser and meth- trmor moderately fine textured subsoil, formed from silt on rolling to hilly uplands. Shallow, sn•,rrn s,, intermittent ponds and fringes around ~l.tkes that have a Huetuating miter table. Engineering data is not given, as land type is too s anable. 1'cry deep, Hell-drained soil developed in lorss 011 rirl;;etops and knobs on the rolling to hilly uplands in the. Palouse soil area. Gra-, elIN-, mednnn-texhrrerl, somenhat exce;- sisely° drained soils formed in gra-,clly glacial outu;ash material from a variety of .acid, igneous parent rock, on rncarly level to mod- crately sloping terraces; depth to mixture of sand, gra-,el, and cobblestones ranges from 2;s to 5 feet Similar to Garrison grrselly loam, except that the surf.tec layer is -,erv grw elly. Similar to Garrison gravelly loam, e-,cept that the SUrLtcc lay er is -,ery stony berg- deep, mednnn-Ic-,hrrrri, cell-drained suds fortntrd from acid ign otl-z glacial till, urflcp later nifiuentetl hs lo(-s and volcanic a•h; on gtLntly rall,rjg to,lerp rtplouds la. 0 to 24 24 to 44 44 to 53 5:3 to 60 0 to 2G 26 to 41 41 to 6o 0 to 2> 22 to 72 0to8 8to23 23 to 60 0 to 15 1,5 to 44 44 to 60 0 to 15 15 to 44 44 to 6o 0 to 72 f Silt loam----_-_- Crnelly learn Very grin Clly Sant 101111 Gras et_ S,It loam Very fine samly lo:un Sandy Clay 103ru_ _ _ _ Silt ld.am__---___-- Silty clay loana_.____ i Silty clay loarn S11 ty clav_________.. Silty clay loaln------ a ruc ells lo,utl._____ _ Very grin elIy Ioiit I Strad, gtrncl, and cobblestones. Very gravelly Io;tnt-- 1'erv grandly 10.11n_- Sand, gravel, mid cobblestones. 5rlt loam SPOFLOTE cal:lTr WASHINGTON "r. r~lirttrtlcrl ph~,ieul WId elsern ical properlie,s-Ctltltinued Cht,,itreution-L' r, uutannrrl Icrnutngc pn~sing ~rrsc- ,l-,ail,tbta, I', rrne;thility astir Reaction Ilr.;p, r,ion Shriek-;ut°II No. 1a, 1V No. 20[] Cap, erty Unified A.1SIf0 {I l min) (2.U man j (007 t (1 .i ddntio°} potential e #ir. prrRr In r3rrgig. ..)r,3i! pff - I yII,-CL___ Sir GJI___.___. GI ML-CL_--- ML CL }IL-CL CL A-4_-__ A-4.---- A-2-----• A-i 3,i to t)5 7j to 85 3n to w 25 to :35 1-4------ x13 to 10o A-4------ 95 to 100 A-6 - D.3 to loo A-4 05 to 11)0 A-6 95 to I ()g CL-------- A-6 Unto 100 CH-------- A-7 1 95 to Ion I CL A-6 95 to 100 --'M-------- 65 to G3I-------- Gl' A-2 4,3 t0 Gri A-1------ 25 to 3,i yI<I-------- A->----- . 30 to 60 ,1I----- A`2------ 4,i to 415 ;P-------- A-1--- - 23 to 3,3 lIL-CL_ I A-'1------I so 1a 93 30 to '35 40 to 81) 20 to ,io If) to 21) 90 to 100 90 to 100 90 to us go to loo 90 to 100 6€) to 7( 35 to 3( 5to ln 0 to .i 90 to 95 60 to 7o 85 to 90 5U to 90 80 to 90 VO l0 100 tlo ID'35 of) to Ion 90 to 9a go to 100 90 to 9,; 40 to C0 35 to 50 30 to Go 5 to 15 10 to 20 0to5 2G to .511 30 to 110 10 to 20 5to 15 5to li 0to5 '5 to 45 1 w to s5 I U 3 i to 2 5 0 17 too 2t 119 to 5 0 12 to 0. 14 5 U to 111.0 O. of, to o oil i >10 0 04 to 0, 011 , I i r 1 08 to 25 017 to 0.20 [l. 8 to 2 5 0 l7 to 0 2U 02 to 08 017to020 02 to 08 017to 020 i < 0 0,3 0 17 to 0 20 i r n. l0 as 0 lli to 0 2 0 2 to 2 5 017to016 1) 14 to U 17 0.17 to 0 20 0 8 to '2 5 23'to 50 X10 0 12 to 0] 4 0"too.]o 004 to 0,o6 i 1 25 10 50 2 5; to 5 0 >Io 00,Ctoo In o us to 0 1a 0. 04 to 0.06 0.8 to 2 5 G 17 to 0 30 1 I I G I to 6. . 6 1 to G fl G I to 7.:1 G.6to7:1 7.8to90 741034 66to7.3 66toT3 fi G to i. 3 GGto73 6 bto7 3 66to7.3 (a 7 3 0 to 7_1 G6to7.3 6 1 to 6 (1 6 0 to 7.:3 13 6 to i 3 61to73( Ifigh------- Loss to rnod. 1[ieh____ crate. Lox,:, high------- f,044', High------- f,ou. Ilrgh.-__-__ Loaslonro4- 4foderatc rrn le 1.0 IV. Irony- Alodcrate -Moderate--_ Lon- to moel- Low cratc. irorderatc. Low_______ 1ladcrnte, tow- eh, Low ilIadcrake Aloderale__ Moderate Loa-, high------- hoa- lrodcr,ite__. 3 oar, Moricrntc__. Lpsc, "J911 Lon'. llodcrate__~ Lon- to modern to. I I 92 1 SOIL SURVEY TAHL1's 7.-Ig,1eq,rrfla1it,n of,,trio), ti011 FI:I ir•S 01' 1111(.I , and itiml) symbols Tops011 Salld r 'Roll flat 11 r0k affil f i ),g- Gravel I I Hood fill I llightyav locat)ot) U!heF Or levees ])rngoml (DrC, Good to Not suit- Not suit, air to DsC, Ds D, poor. able. able. Band DYD). Eloikn (EkB, EIC, rair_____ EID), E!ndent silt loam Fair (E rn). Fr(cman (Fa B, Fa B3, FaC3). I Garfield (GaC3)-.- I Garrison ~GG~~k, GgBf~tn'B1 Gn6) ~ ]';air to Moor. Not suit- Susi : 161,' at Good.._ able. - d l ' All l g;r(aier Din?) 60 lushes 1ot,sufts-_ NotFillin- roor - ble, _ ble. Nof stliia- I)Ir, Fair to Not, F1111a- good, ble. Pair----- Not suit- able. See rnrltlmir at end of ume- Sl]ifnl)i11111' r15 Source of- t ,-at 5ufla- 111r. I Not suits- bee. I Good belu+r surf $rL' h() cI, poor-_,__ Eacell(nt-1 19odrrlltc to a ery h Fu=c(pld,iPdY to fr05f, r1017n11; inod uratr io mode)atr rapid ])errn(•:lbillf inn to moderate shrink-g1ell potential Moderate to h]gh S0 y L[ t I ) alai y to fro 1 1 ariloll; rnuderrite 7 5 rev 1 apid 1) ei-2 abllif, ; ion in inn [.nits lulnh-Fl4cll poicldfld, 1'e)I 1401 Gusceptlbll 11y to frost acllon- Illoderate to !nod cratr:h' slot" perms "iIlt}; Inca in mad eraIt- i'llnllh-511 (11 1701 C1ltlal, sniurat(( ) n It l ll l er a lid cpri ng 3loderafe 1o tin lag'. GIw(eplibillty io !lost artion, ulnder n1[dy F1o14 to terv Flom permcab1111 10,4 to modt'ratt FIJI13I ,-:1, (11 pnf en- t111), -1mal(d ill spring, Mod(IH1c Ia t-ri high sLsvept)bllll l I4 frost, arllnn; 111nlJeratr' 10 5]a,% ill r111U1I)1111 Y, n ui(leraie to high s'uuli-st1(Il ]u,l(n• tud. slight t0 no Fv=n'pti~ 1 IP ) Ii) 1n f1o.i aLt1m,; a,udelaI(, to, r1I• rapid prrnlr+sl,illt,'i 1vm Stolid.-rnr•11 pal ('111111], Lo,i G1al)dity; Feulipert iouG tc impert•]ous lyhen com- pncied, 104% to nro(I.L'rn t r 1hr11)h-Fm ell polcntIaI Lau F1;1b11)II•; Fcn)q~rr4-i0u5 to fmp(-rt )ous 1y11eu c•onq)nrt- rd J01% to mod- [rn1c 41;ru11,- Fltcll ]1n1entlaP Lou Glnlyilitl;in!- 11crlinui 4y hen can,part('d;101, 1.olnodernI shrill.-54" vll p0if r11ra1 Aluder:9te Ftn1)11- ity; )mpcr4lnuc t5 bell (nmpacl- ed; Iot+ 10 Inod- ellde Gllrink_ FxrJ] pn!(n11u1; F0OS eracl, mhen dry. lladeratr Ftnbil- It 1 ; I!upcrl lou,. ,+ilell compact- ed, llloderai( 10 high cllnilk. F11c11 potc)di',J, hlodrraly stabil- i11, pervi0ns 151,1,1 (,ol)- pnClyd; in45 Fllllnh-'1 c1] polvntnd 1 a1n7 ponds 7lesrr4 a]r arcs Alodr)afe 10 ralodrrnlcly~ raped perms ablht.). 11 odes ate t o vet rapid perme_ abiht y, ' Aloderale to mudernt (ly 13101+ pcrmC ablillr, lfod(r01Ch sloe 10 1 om X1011• permc.lbality. . Modcrale to sl0m pcrme- . abihlr. ' 17nd(IUtc to a rr4 rrlj1ld ])r'r ill!'!, lhty~r fib= ti ,Y •T' 1)r(11xgf'ir,", r,t 6rlil -Gnlllinued I I I 1 SPOKANE COUNTY, )i'AwHP%0TON- i I 1':II nl 3)oIIds-- Contlnurd 1;!n1)anhulrnt 1'erI 1115+ s11c:lr Fi Tr:!1g1]I, FrI11P- ]lcr,!ous to un- p(ra•l0us mhen compn(1ed, m( (111,11! conlprrss- 11)it11y, lost s. abi111,'. ],oR sh(.ear FI . rengl 5L'mlpcrviciuG to Imper, lots 1) hl' (omp.ILled, sllg f 0In pl PR4d)IIIt y 10,5 slItllahty. :ry loo shear Filcnglh, nnpor- rlous 11 hen call. parfrd, m0dcrnt,u Io high complrss- ib!lliv; moder,de Finbihtl; cracks Mien dry, rI Ion silent sir( nglh; nnp('r- violls I, I)C11 (0111- Ilack'(I; r11rd11,111 rnnlp!c5;1bi1dl moderate Flnb11,- Ifa, Solis Crach 1Ahcn dry. rt ]014 F111'nl i11(1rg;th,. ]III])('r- 110115,11)rI1 tolll• I),11bied; lilledlloll 1.R 11gh romp](=,1bll• 11 , 1110(1('1;11 C 1'lhil ii 1 , 1.011 rnct~ k5 hen dri, 11 FIjuirstrongilp, icryal11F t,hell 'On,]1', (1( d, Fhgh t '0111}71Ptit1b1111t; al)1p, Ag)il'ultuiul d!;un:lge ll0d(.ratc I,o uloder;)tcly hind perme- ah)hly Afodernie to ycr) rapid permenb]ht) . Moderate to moderatclr slots Perln'e- nbilih ; satu- mlvd Ill %ihi- ter nw] Fpl 111 g, A'lodernIeh. Flo» to lrry Slot, p{)Ine- nbiht, ; s',tu- rnlyd in Gprf )g Alodllatc to F10'a permR- ab11it1'. Aloduralu 10 1 viy r,l llld pr'rmcabilli). Soil features aff('Ct1 93 Irrigation llodlrntr in- Ink(- rate 1110der;dr 1, ntl'!-holding capnc!II, Al1) derntr to nlaiernfely rapid IntaLe rate; moder- ate matcr- 11olchng (*a- parity. APoderate to mod Crately $]a,% inl:lhe rnte; very high lsnler• holding (a• p.lriiv• AIaatInIel1, Ginn 10 F1011 I!Alke rall•, 1 er) high tl0lcl-holding cnpacit)'. ,,4`1055 lIi1:r},e r.11 a'pes' log], mider- b(Ildnlg ca. 1):1('11). Rlipid inin6r rule, 111udvi- rde i0lmt malt)-holding; Lapaky 3'crrarc5 and dk ersl ou!, lion r(-156n(c~ in crosloi7, 1110deratn to nlcldrralc]) ~ rapid p,rmt abdlly, Alodernt,r. Illeslsl- alive to Clro- slon; mater-f a1( to 1-cb 1 rapid pef)l)c, n6!htI I 1 Alodernty res)Gt. ance to cro Sion, rnoilc'I ate to nlnd(r- at'1} slue , p(rlucablhn. 1 I Modtiale tells; a)I('c la Crn-' siall, 111[1111:, llll'11' 51045 111 I'rr4 Sion plr• mr.lblbll', I I AlndCr+dl IL~I~! nil(('to elo.I sloe, l1,udl)- 111[: to S1n1t' ' 1) t 'rmc.Ibibty A oder.i irsi;t Ili)((' 141 (`IR-I Po0r1, 1110dei- alrln,i'II 11111111 ]]('1IIIS` a1,11in•, I 1Cnir1Ilnl's 1041 rrsiStnnce 10 crosloll mnd- erale,snler- huldnig Cnpnc- It), v(grlnliol) diHlcult in (atnl:llsll csrl'pi nn Dragoon silt loam Moderate; rfxiGi- :in(•r 1o erosion; moderate tlaler- boidnlg ca- pacit,; 5'cgeta- 11051 d]Hlollll to cs1:,lths5 cacept, oil 1:1011,a silt, lo;un I odt•ra 1 e resist • Alwu to erosion; yCrY high t5:llrr- holding capac• )tI , (sc1 ]11 for salt -101er.u11 Gp(•C1t'ti, 1.('g('fa- 1101) difllcult to tO-kblish Iod1-mIv r( Fi'.l- aul t, l o (IO4iolI; yrrr high 1talL)- lanldn)g rnp,rc• 11 y; tcgrfntion fald) racy to rF1abliQl), odrl.11c rvslst- a11re 1041o~loI]; y1rl )ugh 14.It1 r-holding C:111a(;I I , 1rg(t11tIon flirty r:i~) 10 (a1 a blish. odl rnie m6,t- all('e 10 r'r R~1011, 11,1](h1.1 tv 1-o Iom 11111(1-h uldI leg; ra 11 , I gl•- t:ltlml r11f11ettlt, 10 (:.SSnhIIF.II [ill VC)'1' F Inn 1' 111:1111, f11tr)} Cagy nit utb(.l Finis. Sr'11ngr disposal hclrls Tlsfl)rab)h1t 11odcrnlr, to luodrlnlcly rnpld pcrrll(•- :lbdlll, Iund- cl:dr to n od- clnlcll F.L]Md 11;dcr-holding capariiy. Al ad( rM e t o vcrl rnpld pelllle.9bibi 5'; madelai( natrr-holding calrncily Alodert 1n moderately s10w pet 111e- •ibilllti ;yrty high t1,i14 i -hold- i1Ig onpnriI l-, slat llrtifi'd III Si-I)dt,•1 all+t spring. Modelnirly slots to 1v'r1 l:1n15 pcrille- blhO; trrl 1,1;:11 nnict- hRldnlg ca- 11:9(111 ; C;1t11- rnlyd in Fpruig 11nd('1,1(( to Fh1m perm(:- 111,11 ir nter• holding rn• pillll. Moderate to 1'1'11 rn111d pr);Iwabiliit; 1114(1(rate to (n„- 1t tai LI- Ilul(11ng (a- pa[ll1' Ve;y loll' shear strengt,h; low lnsd-c•uri Ing cn])nrdy; Ill0d(r a1 a in n 1OCJrr:d (1lt r,lpid pennc- aIAIIV. Lon sheer ,treag(h; mDd- cratc to Jligl) IOnd-enrr} ing enpncill, mod- (ratc to tery rnpid perlne- libilit t•. Cen loll shear F(rellg;ill, lnod- crnls 10low land-ulrl;,')ng cllpaelll a )1)Rd- rr.d( to mod- (:ILicly- slop' Carr Inn 0w" Flrulg0l; mod- est( Inad. carrying (•a• pteil\; mod. crni(ly sloe to very Flom ]xmrlnrnl,ditr, C(I r Inn shell Flre9)gIII; mod- fr.Ilr load- f q Tr% i1)g ca - pnrd) ; Mod- 1 rnti' to Flom p(nnrl,biln} III;;II FII C'Ir Flr(•ug1 h Jlig;ll Ilrrd-ra rrving C.111'1 r 11 1•; n,ndl l n f e i1, yr:rv 111 yid 1 , I N f i I N N N C 0 ti R`f• •,5 ~r51 1 H h, ),y qv (loins sheet 85) SPOKANE COUNTY. WASHINGTON - SHEET NUMBER 76 1 h h v v n C a z N cu r v ry r m if 0 0 0 q J Cp 0 O d u F ;v - 0- 4 Map sy urhol DsC DsD DYD EkB DC EID Em Fab FaB3 FaC3 Fm GaC-3 GgA GgB GnB GpA G;,B GpC GpD $,)d name Dragoon stony silt loam, 0 to 30 percent stapes. Dragoon stony silt lo,un, 30 to ')a Itcr- cent slopes. Dragoon very rocky complex, 20 to 55 percent slopes. Doika silt loarn, 0 to 20 percent slopes Eloika Very stony silt loam, 0 to 30 per- cent slopes. Lloika very stony silt loam, 30 to 53 percent slopes. )rodent silt loam. Freeman silt loam, 5 to 20 percent slopes Freeman silt loam, 5 to 20 percent slopes, severely eroded. Freeman silt loam, 20 to 31) percent slopes, severely eroded Fresh water marsh. Garfield silty clay loam, 0 to 30 percent slopes, seaerely eroded. Garrison grai, elly foam, 0 to 5 percent slopes. Carrison gravelly loam, 5 to 20 percent slopes Garrison %cry grmelly loam, 0 to 8 percent slopes. Garrison very stony loam, 0 to 20 percent slopes. Cienrosc silt learn, 0 to 5 percent slopes. Clenra,e tilt liana, 5 to 20 pt'rcentAupe-, Girnroge Tilt loam, 20 to 30 percent ~lopei. Clenro„i Silt Imam, 30 to 55 pereeut tilnpr., SOIL SUlVLY TADLt, 0 -Brief desc'ri,pfrrut: rf stills un d their Cla•tihcaUnli I IVII Ur;~cript,iun of +oil and trite (rum niir(aci: ' USD'1 texture Similar to Dragoon silt loans, 0 to 30 perecnt slopes, eNcept that the surface layer is stony. Dragoon part similar to Dragoon silt loam, 0 to 30 x•rcent slopes, eticrpt tiaat depth to lrerl- rote ranges from 10 to 20 incites Muck out- crop uiclrided in this rample.. Aleduini-toxtnred, sell-drained soil farmed froin glacial tilt containing :t large amount of vol- canic ash in the surface layer; Underlain by gravel at depth of .30 to 60 inches, occupies undulating, mor RieIike topography, Similar to Doika silt lown, 0 to 20 percent slopes, except that they are ticry stony throughout. MedurmdeWired, somewhat poorly drained, alkaline soil formed in alluvium from calcar- eons silt, volcanic ash, and diatanite; depth to water table flnctnates from near the surface to about 6 feet Very deep, moderately Hell drained upland soils with medinm-textiuect surface layer and medi- nm or moderately fine textured subsoil; formed from silt on rolling to hilly uplands. A, 0 to 24 24 to 44 44 to 53 53 to 60 0 to 26 26 to 41 41 to GO 0 to 2.2 22 to 72 0to8 8 to 23 23 to 60 0to15 15 to 44 44 to 60 Silt loam.--._---. Craselly loam---- Very grit Illy sand loam Graticl_-_------ S.lt loan) Very fine samly luasn. Sandy clay loam Sdtloaun--__,_-__-- Silty clay loam f Shallow, swampy, intermittent ponds and fringes around likes that hate a fluctuating water table. Engineering data is flat giaen, as land type is too variable. Vtcry deep, well-drainerl soil developed in loess on ridgetops and knobs on the rolling to hilly uplands in the Palouse soil :area Graaelly, mediurn-textured, somewhat exces- snely drained soils formed in gravelly glacial outiiaA matcz-Lil from a xnriety of acid, igneous parent rock; on nearly lexel to mod- erately -roping terraces; depth to nurture of sand, gra%cl, and cobblestones ranges from to 5 feet, Similar to Garrison graxelly lo,im, except that the surface ]a,. er is acry graxelly Similar to Garrison grmelly' loam, except that the surface la, cr is very stops'. Wry deep, nu:rlmns-toxtirrrrl, it'll-chainrtl soils formed from acid igiwou~ glacial till; Surface Inver influenced b;• 1ao•s ;121(1 xolcauic a-h, on gently rolling to nlisep uplands. 0 to 1,5 15 to 44 44 to 60 0 to 72 Silty clay la.tm------ S t% ) clar°---------- ilClay la,im---_-_ Cravelli, lo,nn----_-- Verr gr1,,01Y lo,irn Sand, gia,cl, rind cobblestones. Very grmelly learn - . Yerv graxcily loans - _ Sind, graael, and cobblestones. Silt loam--_-_._..._ SP01;.11i r.,liulrlli l Phy,irul nu[d else rlic'ul proper? je,?- Cotrtinlt+ C11M ihcatiun-Contiuurd Pero ntngc pa,, ing sir ae- Uuifir(1 A,l~lIO No. 4 N . 10 {1 l uun) (2.0 nun,) No 201 (0071 uun.j 1[L-Ch-.. . A-4 85 to !I,; 80 to 95 61) to 70 SAI------- - A--4------ 75 to 85 40 to 90 35 to 50 GAI------- - A-2------ 311 to li0 20 to 50 .5 to 15 - A-] 25 to 35 10 to 20 0 tn.i AIL-CL---- A-4-,---- 95 to 100 00 to 100 90 to 05 ML A-4------ tl5 to 1110 90 to 100 60 to 70 C1 -k-6------ 05 to too 90 to 05 85 to 9o AfGCL---- A-4-.---- 95 to 1Q0 9o to 100 80 to 90 CL A-6 05 to loo 00 to 100 80 to 90 A-6 95 to ;110 0o to 100 90 to 05 A-7------ 95 to ]Oo 90 to loo on to 0.5 %L-------- A-G...... 95 to 100 9o to 100 90 to 9,5 lI-------- A-4------ 65 to 55 40 to SO 35 to 30 M-------- A-2------ 45 to 65 30 to GO 5 to 15 'P A-1 25 to 3-5 10 to 20 0 to 5 A'I-------- AI A-2------ 30 to 60 20 to 50 5 to 15 P A-2 45 to 65 30 to 130 5 to 15 A-1 25 to 33 10 to 20 010 5 IL-CL---- A-4------ SO 1o )3 75 to 95 60 tai 55 1COtNTY, WASHINGTON lip 75 ' '1.a~hihh; 1'rrnu;ability ual[n Itcaction ilrpcr•iun Shrini-si%ell capacity dilution putcnGtd. ij iwr 8r. I rri rjrr in, ek] „sir ,Pail 1 I 0 8 to '2 5 0. 17 to 0 20 0 1 to 6. 7 11igh------ - Lou to mod. 0 8 to 2 5 0 12 to O. 14 G. 1 to G ti Ifigh------ erne. - I.on• 5, 0 to 10,11 fl 06 to 0. D9 6 1 to 7.3 11igh------ - Lon-. > to 0. 04 to 11.OG 0 6 to 7 3 Iligh------ - Lou- I j 0 8 to 2, 5 0 17 to 0 20 7 S to 0.0 High Low tomorl- f) g to 2 5 0 17 to 0.20 7 4 to 8 4 Moderate_._ Losr,ite. 0 2 to 0 8 0 17 to 0 20 0 6 to 7.3 Low- 'Moderato 0 2 to 0 8 0 17 to 0 20 6.6 to 7.3 Moderate Low toniod. <0 03 I U 17 to 0 20 6 6 to 7 3 1,0%v CC'ltC, d[oderate. '0 4 to 0 8 0 17 to 0. 16 6 6 to 7 3 Lo;v Afodernte 0 Its to 0 2 0 14 to 0. 17 6 6 to 7 3 Lmn . IMigh ~0 2 to 2 5 D. 17 to 0.20 6 6 to 7 3 Lon - . Aloderatc. 0 S to 2 5 ? 5 to 5 0 0 12 to n 14 0 04 to 0 10 6.6 to 7 3 6 6 to 7 3 Afodernte llod t Lo %v. L • > to . 0 04 to 0 06 . 6 6 to 7 3 era c- High------- t,iti - Loi,,. 2 5 to 5 0 0 n8 to 0 10 6 1 to 6 6 Aloaderale Lou 5, to 5 0 11 03 to 0 10 6 6 l0 7.3 'lloderatc- . Lon >fo 0 Otto 0 Ob 6 6 to 7 3 Ifryh------- , Loan. 0.8, to 2 5 0 17 to 020 6 1 to 7.3 lloderatc__ Lary la snodernte. it 1 II i I ' I I i a 92 SOIL FURL'CY Sidtabillty as source Of- TA1J1.1: 7.-Jnfcrprctatio?J of eJ1p971 Soil ft;llurc'a nfft•t'tlilg_ Soil FeriL•F or tr]H', and map symbols Topsoil Saud I Gravel I )toad fill I11gh''ay location DA(- or Iryers Drag(lou (DrC, DsC, DsD, DvD). Eloihli (EkB, EiC, EI D). rmdent silt loam (Em)- Freeman (Fa13, Fa B3, FaC3). Gnrfacld (GaC3)___~ Good to poor. dot suit- al )le. Not suit- able. Fair-----. Not suit- suitable at able. depth greater ill nn GO !ache. \otsuita- '_otslrila- ble. ble. Fair to poor. Fair to d good. Garr; on(GA Fair-.___ GnB), m6, ret fot,IfaDteat end of table. riot suita- ble. 'Cot Fu]ta- ble, Rat suit- able. Not suitn- ble. -Cot sitita- bJe. Good bolo' surface 1a 'rr 5• Fair to Moderate to very high goad suseephbihty to frost action; mod- erate to moderatel y rapid ptrlneabihl); 101y to I1loderaie Ehrmk-511 C) I pOlenila] Good_._- _ AToderatc 1o high sus- 0('ptll)I]i11 10 frost action, moderate to very rnpid perme- abillty; loo to InDd- craty shrlli k-Flt ell • p0feuiiul Poor----- Ver% i high Fucreptibi]- k` i,ti frost 11 ctiola; nlodernie iO tund- erateh• F1011 perme- flbillt}' 1055'to mod- ern it Ffirink s,+ell li0 1 e1,1ial; snt1iraled in tvblleraud spring Poor A'lodernietoytrl}ugh su-rt'plibildN. to frost art ion; mnder- a1Cly sloe 10 yerv slop pernrcabildi; lo' to InOderafe shrill),-Sntll polell- tin1; salm•aled in - spring, POnr..... A9odc'ratc to very high susreprlbilll) to frost. :tellmi; moder:ilr to sloes permwjbibl v; u,oder:ite to big],) E'ilnlh-s15c11 poten- t1aL I acclle 1 n _ sh' li ' to no snc pU- billlt' [4 frost at'tinu; modi'Iisle io yrry rapid prlulr'abhly; 1011 slnllik-swell potential. Lo' stability; Ftmiprrvlous to impervious when Com- patird;]oll to niodernte Fhrlnk•sn(AI potentlyd. Low Fta)-)il,i v- semipem iouG t o Imperl i0n.3 15heli COMgiacl- c-d; loll 10 mod- erl,tc slmn),- FlSCII poimijill Lo'• Stabillly; !Ili - p(•rl•ious hell compacted; 1011 to 21) 011 ersIe shrink-su r•!I potuitlal. A1c,derole slabil- it v; i11 lpt rviou. ')3VII Coll,part- ed; loaf to mod- eratc shrink- FINE-11 polvillial; Forks cruel nheu, dry. Atodcrafe stabil- ity; imptrydnus 'hen compact- ed; moderate to high shr]tlk- Fllc)I potemial Modmitr,slabil- ily; pervious A ICs tonl- pilctl d, lo' a)i -illk- 11.01 pmti•ufra). Farm Ponds PG^el l air area' kt Moderate to moderately 1-11 c rnpid perlne rl ab]lil V. tr Alodel:i t e t.n S'e7 rapid perme- ability. ModerMelo 'z moderately v' slow perine--? ablMv. „ .n Moderatch' sloes to very Elolr.:i pcrmcabilitv'- ATvderate to slo'• perme- abihty. Moch.2alC to yon' rn))lid prrnirabll,ly. i Opel 66( of soils-Ctuliiuucll IaIm 1) 0ut1s- Contmucd Ellibmih nt'tit Very loll shenr slre'•lgth, semi- pervious to im- pervioll5 11 Ilell tn]n]lalfed, mc- durm comprtSs- ibillly,lmr ~raliillsy. Lon shear Flrength, semi]mr5 ]out to inlpervions n hvn tompactrd Slight comprlSzibiht) ; lol+ stability. Very ion slicar Mlength, Irllper. AimisvIlcn Coln. parted; moderate 1011igh cGill press- ibilitl , moderale stability; craeks 'hen dry. Very lo' slicar strength, imprr- 1•IUllswliell tom- pncled; medium tolnpics4,bditI, moderate stabd- 111; soils crack 'hen dry. Ver1.1o11 shenr slrcnglh, fmprr - violrs n'hell com- pntlerl; medium to liigh compreszibil- Hl' Illndf'rJ1C sl'I{)]hty, Foil CI,,Cki- shell dry. High shc:lrslrenglh, perviou q' hell POMI)a(jf'(J; Flight Coll)])] 1'S=11111l1 y i mock.;:Ibe stn- bibly. 1 1 I SPOKANE COUNTY, 11•Al sOil ir;ltures riff cetu,g Cn' i Agriruliui.d TtrrarrG ?url dr:,iuage IrJ•ignlion d]lers]nas Modcraie to moderately inpld perme- nbillly. Moderate to }cry rapid perineabilily. Modernleto moderately sloe prrme• ability; smu- rated in v'dn- ter and spring. 'M0dernILk tlotl to xvey slo11 prrme- ab111ty, Satu- rated ill spring Modcraic to doll p(•rme- ability. ?Ifodcrale to l cry 'n: c)ld )x'rrmc: 11 Y. Alodernte in- Inl;r• rate, moderntr m nici-holding rapaell}•. Moderate to moderately rapid intake rate; moder- nielinter- bolding (a. par it Y. Alodcrut.e to moderately sln' dntal,c rate; vtr} IllgI }voter- 11OId]ug VA- parity. Modelatcly Flnly 10 51015 intake rniv; very high naicr-bolding enpgedy. Slo'' illir]kL' vale; very high r+at t'r- holding Ca. ~ ]lilrit). Map inl,lkr rlltr; caudal rite to 1e15 lsnle,-bolding onp't[ il)'. Low reSisttm(cj to erosion, ruodcrnle to rilod(1.11 e'I} rapid perme- aNM v. Moderate resin ante to erO- 81on, rnoder• alt 10 l er} rapid peruse libiilly. AIAerute I(•siF ante to ero. sion, moder- ate to model atoll Slo}5' l,arlliv.,W)l) , Modcrafe Jesis ailer, to ero- sion; modrr• nit-IV s]6I% tl y(r} 81015 pt nl(li n , A1Odeiatr resi~ ante to cro- a101), Illodtr•I atc to slow prrlnenbiI I ty A10drrnle Jtsi> Hoer is F]Oil; moder- ateto}cif 1 rapid per,at• nlulif}. i I I 93 rd Wnterl5ays Lan rrsMnucc to crocioll, tnod- ernlu 1laier- llold]llg tap-le ]ti , vegelallon d]f]lcnll, io cslabll~h c}crpt On Dragoon silt loaul. AM odrrai c req]at - :mm to erosion; moderate'aler boldbig ca- pnelll, I egeta- tion difficult to "Inblisb c.xtept on lilaika silt loom, Aoderate msist- :111E to erosim; vorr high 'ater- lioldnlg capac. IIy, e1Ct•pl for Salt-toler.lrn specirti, 11 getn. Lion difficult to establish. -AT oil ernir msiti- anLe in 11-1 05~ion; (ere' Ili ghlsnt(1- holding vup'3c• Av, yegelation fairly easy to I sfa~hs11. MorlCr.dc reaist- nuce lo eroGiml; 1 ei C high l+alttr-holding rnpntill-, vegM:1I iolI faint ra-} to rslnlillsh, Aloderale I•esiss- aurc 10 t'losion; modeisit la loo S1nlLr-holdhig r.lp-11!PI yrgt4 lotion Alflirult to eslnbhsh on ycr77ystom'loain, filllay t'a-y ell n1ber Soils Stlvagr dispos:ll fields Traf r-thilily Alodernle to modraatcly rnpid fmrmo- nbihtl•; mod- (Iral(lton od- erale)) rnpld ';crier-holding capa(:it}•. Modrrale to vcre rapid pel11lca1)iIity; mode,ale hater-holding cap:) rit y, Ycry low shrar Firell g111 ; I01V load-carrying capaeit) ; usndrl me to Ilrrad!•rately rapid ]x•rmc- nbilily. Low shcar strongt11; mod- erate to high load-carrying c:,pnclt} ; mod• erste to Very rapid pcrme- abilit v. Alodrratc to nloch'ralely sloe perniv ability,vi--ty high u•Jilel-flold- nig cn]rltiiyi situriitvd ill '•fntel and spring yIod(-miOy s)OV' 10 vrrl Finn perme- ability; very high n ater holdn]g - ra- pn(ity; calli- rnted in spa i 13 g, Alodt'l,dc to F1u51 perme- nb11i11 ; vtry 11101 11 ntcr- boldmg cn- p.ltily, A]Od(I ]IV to city rnpid pumit nbildy; Iurxleratc to JOAN 'aler- 110dlllg Ca- p'1 cit V. Ver) ]o'' shcar F11413g1b' 3110d el att' to JIM lond•tnrrymg c:apnciiy ; inod• Crate to inod• daftly 81om, perinea blht3. Very loo shrar St I cngth; mod • vratt load- uirrvkng ea- Imcii}; mod- cratAN sloe' to very doll- ]x'rmcability. Vel) ]01+ Ebcar Ftrcnglb; inod• eraIc load- (ar•lying ra- ]rnitr mod• craft to slots prrnlcabi1il)•. Iligh Ole. Ftrrngth;hlgb loud-unm ing CIaporlty ; il,odel:lli. t,o rn]]lid pert) u1lHAY. - h SPOKANE COUNTY, WASHINGTON - SHEET NUMBER 76 (Joins sheet 67) _ R 44 E I R 45 E r~ i Yr - Sr path - ~r r.. a+ra sAGKE2 a:'aNO CHICA A:vw,' rl 4-'vu+ I.ak,5,~ it 4i , ':ltd iv ! r~S"r+f. ' ~ ; t~ - S„ ,~a _ 7 f'ar' ;a i •w 4±''- - .,1:.-r3 ~Cv!e ~ ~ •r: Tte'; i efM1'v - i ~ r% ~ rr. - - Slr•y.rt I ~"'ll - y,,~ 14 l.~„ ~r •r gA ~,.-xG: 4: _ ?,r.'3-. kC' ~ s- t~~~yJ Ggfw rt ; X4;•4 ; 07 r: t.~ , i Central Valley ~'r ,]sk • y yy•> ,''.g School. :.a' Y } $ . 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II y„=. a.G.. + CuB ~ "'.xe-.:ra-,# - y' t i.`r. ,r Ali ~a e " " ~ - ill ~ .ei •Y ~ P5A•:'<. .~,d~ - t' Y r'_ • . +~r GRA YEI.: : .~,r.~ J6',~•" , :-r - ,~'3F1• ~'r~{<" •-t x.32. J Frr ' q rt.a~ FL ~r . pdr' B B I - r~:: se @a@ t B, ~dl i « HoBI g a a .1r ~.ti',J+:.y s5C1G~, F'_ ~y p I t.~ _ ;9' i ~+,b ~sC 'r~ " • - r"+. - ' SP 'r .e-••q=' `x,-•• w r - HhA 8tC $pC '^•'ut`E-, ' i-ti ~r?' •~f~S .Kc,." - Nd`• Y"~ Ba@ ~ I ,`l - I _ Llh@' IS 11I Z 04 umc ~SsC~t 1. i r UhA ' Ga@ '1r - ; PsA ua 8.,4 } ti `c. •f: {`;yt;ti~ gag` pqqE" Ba@ ~w~: I~h6 B Hs@Y h?~ ~'s (°i ~rl^•i: s:p^•. .1. •dY a 1_~ n ~ } Yi . I r . , ~ t• i F- r, I " . v. i 1 z _ St $p. s{ S:Ca ry,_z rr.`.~.'oa ?:l ~he1 @aB ` -mC IJhB $nA SnC 'e 'Aa (lo)ns sheet 85) I I ` +I 1 gal INA Ra_ !IQ`s NsB ~ - - s.: Hmi LL O a 0J 0 O 0 0 N a En 0- 7'4 lt:lp Sm! u,uuc i~ iyduhul I i ' DSC 17s0 it r oYla ?I l Ii IIIA EkB I a I 13 li - EIC Elo Em Fag FaB3 FaM Fm GaC3 GgA GgB GFrif3 Gng 1•l in GpA Gp8 l GPC GPO i rt. ip l . 'p 11 Pi Ur t);uon 5tuny tint loan, o to ([1 1)ercrnl +lopu;s I)Eagu(Nn stlsrty 1ua111, all t* )5 p,'1• cent ilopt's. L)raget-m vrry rocky conapfu,;, 21) to ,i'; prrcetat ilnp~°s Elmka alt loans, 1) to 1) p,;rcett luprs. Eiotka si rg,tony slit lu,tfit, 0 to :30 per- cent Slopes Lloika very btorly At la:am, 30 to ,15 pt'rev° tt S{opii. Enutcnt snit foain. i Frecut,ta silt loam, 5 to 20 percent slopes. Freenian silt foam, a to 20 perceiat slopes suverefv trolled. Frecmar silt loam, to 30 percent Slopes, sea erety eroded. Flesh water inrush. Garfield silty stay loam, 0 to 30 percent slopes, severely croded. Garrison gravelly loam, 0 to 5 percent 51ope3. Garrtran gravelly loam, 5 to 20 percent slopes. Garrison very gravelly lo,tnn, 0 to 8 percent slopes. Garrison very stony loam, 0 to 20 percent slopes. Glenrose silt loam, 0 to i percent slopes. Gh;moie,iIt loam, 5 to 20 percentalope,. Glenrose SEIt loam, 21) to 30 percent AOJX'a Clenruae alit loans, 30 to 551 percent ~Inpci. I SOIL SUti4'EY T,otll t; li,- ffrfef descript;r),t,j Irf ,,oi(i and their CLL'sihcatill 11 Urieriptiou of <nnl and ,ate P)I~pth fr[iaa sEErfaev U'SD 1 b"Alin a f Siuut.tr to Urt,40ora it lu;un, 0 to ;h] percent 31opv'rvcrpt tla.tt the ~uifacr lay 1,ris,tony, 1)r,r,uon p,lrt 5inul,(r to Urs,nun gilt In.un, 0 to ;Ilp pl'reent ilul)ci, rerlpt silos rlrptli to br;(I• tack ran,:s front 10 to 0 smell. hock tilt. C1701) iriclrl[Icrl lit this Complev MCdRtrll-tcetitrcd, dell-ttr.unerl x011 farmed from glar.i,rl till contautin, A large X11011Ett of vnl• eatEtnc ,LA En the Sinrf,lce U.3fir, underlain by gravel at depth of 30 to till inches, occlnpwc riitdulating, morainelikc tupugraphy. Snnular to Llotk,tstit loam, 0 to 20•percentslopes, evccpt that they :lra vl;r}• stony tllrougholtt, 1Eeclium-tcehired, sometshat poorly drained, alkaline soil formed in allrlvatm from calear- eous silt aoleamc ash, and diatonite; depth to tv,tter tahle fluctuates From near the surf.ice to ,thous G feet. 6•ery sleep, moderately. well (1ranricd upland soils with medium-teehireds°nrface layer nail rnedt- Irraor moderately fine textured snb~oil, formed frum silt on rolling to hilly uplands. Shallow sw,lmpy, intermittent ponds and fringes aroanrt Lakes that have a dtlCtu,ltmg mater table. Engineering data is not given, as land type is too variable. 1"cry sleep, sell-drained ;oil developed in loess on ridgetops and knobs on the rolling to hilly uplands in the P,dou~e soil ,tree. Gravelly, medium-textured 5omenhat e,•rces- sively drained,ods formed to gravelly glacial o(ttw•.ash material from a variety of acid, igneous parent rock, oa nearly lec-el to mod- erateiv ;lopnig terraces; depth to mreture of sand, gravel, and cobblestones ranges from 2ii to 5 Feet Saindar to Garrison grayelly loam, except that the surface layer is very gravelly. Similar to Garrnsatl gravelly loam, except that the Surface layer is very Stony, `cry clap, rnerhum textured well-diaitlefl 90113 formed fwm acid lruvolt, glacial till, inrface layer mflueneed by loci and volcanic a-h, on gently rolling to +iecp Eaplands, GI ] I a 0 to 21 -'•1 to 41 14 to :,3 -ia to t,0 0 to 26 `26 to at 41 to 61) 0 to 2'S 22 to 72 0to8 8 to 23 ''3 to 60 0to15 15 to •1$ 4-1 to 60 0to15 15 to •14 •t# to 60 0to72I Silt Iv,lnt--------_- Gr,lµelly 10AM------. t•ery gravelly ;unlly loam. Grtvel_________-__. S,ltluarn Vvz tine sandy- IUadn. Sandy e1,L,v avail--_- Silt lo,un-__---_-_ Silty clay loam---__. 1 • i j SPtlttilr(: CU(4ASEUNGTON estimntrd ph~,iit'ard ltrrrd edterrairvt111 reyertiex-Co IItilule(l e ; iCI;L~,iheatirin-Corttinucrl CI'rrl'iit'a ' i Unufted No. .1 No. to l'crrrti"Iblllty :1lSp[S) 1 7 null No. "m ( } II rim ) (0 071 nllEl) I I !,e II~r hr 1f f, CL.-_. 8ito')i S1[__._.... .1-1.__-_. 75 to 8.1 G\(... Gi' A-2..---- '40 to GO ''5 to i;i 1[L-CL_.__ A-{__.-__ 415 to 100 11L__-_.___ A-I__.--_ tl:i to 100 C[. •1`6------ 93 to l[)n 95 to U)D CG______._ A-6__-___ 95 to 100 Silty clay loam------ Silty elay.____-- Sdty day Gravelly loam----- Very gravelly Io,un__ . Sand, "ravel, find I cobblestones. Yery gravelly loam , Veryrav elly loam Sand, 'gravel, and cobblestones. 95 to 100 3U A-7------ 05 to 100 L_____.__ A-6___--- 9S to 100 ib[ A-4------ 6 i to 95 P A-2------ - 15 to 65 A-1__-___ 25 to 35 C1E GPf A-?------ 30 to 61) A-2 - 15 to 65 A-1 25 to 335 Silt Ioam___._.-__-.~ uL-Cr,_-.-1 A-4 80 to 05 So to'i i 11) to 50 20 to °i0 10 to -10 90 to 100 90 to [00 90 to °)5 90 to tun 90 to 100 90 to 100 90 to 100 00 to 100 40 to 80 30 to 60 10 to 21) tio to 7i 3,5 to it i to I; II to ,i 90 to 95 G0 to 711 8.5 to 00 8o to 90 80 to 90 90 to 95 90 to 95 90 to 05 35 to ,i0 5 to 15 0 to 20 to 50 5 to 15 30 to 60 5 tv G; 10 to 20 0to.7 5 to OS 60 to 845 av;lEl'YhL• n,th°L Reaction 1)ivter'iun Shrink-+YU ll capacity 0.5(1dntioa)I prdrvlta,d ht rlrr ul ,~„ql I (tar I 6 0 3 to 2 5 1) 17 to 0 21 lp 9 to 2 .i 0. 12 to n. G 5 1) to 10 0 0 Ills to 0.0° >10 0. 1)l too Ot i I 0 3 to 2. 5 0. li to 0 20 t) 3 to ; Il 17 ton 0' to 08 017to 020 0.2 to 0.8 0 IT to 0. 20 <0.[)i ' I i ~ 0. 17 to 0.20 I i 0. ? tot 0.8 0 17 to 0 16 D, Ihi to D 3 , 1I to 0. 17 0.2 to 2..3 'f 0. 17 to 0.20 08 to Z i O, 12 to 0 14 2.5 to 5.0 1 , 0 o9 to 0 t0 1.0 I 0-04(0 0 06 I 2. ,51' to 5 0 D ns ton 10 2. 5 to 5 D 01 08 to 0 10 i >10 0, 04 to 0.06 0, 8• to 2..3 0 17 to 0 20 1, 6 t to 6 i G. 1 to [i. I G.lto7.; 1) 6 to 7 7.3 to 9.0 74to8•l 6.6 to 7.3 66to73 6.6 to 7.3 73 fi6to 6.6 to 7.3 6.6 to 7.3 6.6to 73 6b6to7.3 6.6to73 G. 1 to 6.6 f 6.6 to7.3II 6.6 to 7.3 RIto7.3~ i f1igh 1IE;h-__._., High..-.. f11;I1-___- Low- to morl. ride. r,ii16' r.aw, f,() w f[igh.--.___ Low tomorl. 110dertte--- rolvate. Lasv_--___ Nrodcrate. Moderatc___ Low to'rnocl• Low----___ crate. lEodcrato. Low.-___-- Alorlemte Lou'-----,- • fEigh. Low_._--__ 1Codcmte. bfaderate_- Lov-. Aloderate-_. Lon. High------- I~,t-. 1Eoderate-__! Low-. lfodcr,tte___If Love, Efyh------- Los-. (Cocderatc__~ Low to moderate. 92 Soil scrie5 a1 t)-pi and mil) sy Inbol Drsgooll (DrC, DsC, DSD, DvD). .Glo)kn (EkB, EIC, El D). Emde1)1 sill loam (Em). Freemnn (Fa B, Fa B3, FaM). Gnrfield (GaC3)--- Gnrrison (GrA, GgB, GmB, Gns), Topsoil Good to poor. Fair Y-nir to poor. Fair to good. I 'air- . - C1Y fnntuotr ni end of table iSuilability 5:9111 ] Not surt- a1AC. Not suit- able. -Not suita- ble Not suitn- ble, ?101 suita- ble, Not suit- It bly. as soulce Of- Grime) 1 Not sait- ab)e. Slniable at. depth grentcl thin GO ill ell c4. 'lot Eilllll- ble, Not suitn- b1e, -Nat slula- We Good bolo, surface 1113 (r, SOIL SURVEY Road fl Fan l0 good Good---- Poor----- i Poor----- Poor___ TAItLL' 7, -JFrlrrJ~rrfniaoJl n~r)irlinerr~ ~ : ),Jaj,r~fir~ r,~~n~1s-(;nnliuucsi 5011 flntures nfre('tiuy- J lligh,'lly )o1nowl. Afoderaic to lery mg). sIKCC'ptil)llll}• to frost. aeti0)); mod- erate to InodelaI:ov rapid ]lerulra}11111}; 1011 to modLI-We shrlnh-Snell polentild Af oderat e 10 high sus- eeptlbillty to frost aciion; 1)IGdernic to 1 erpr l llpld pcrulc- nb1111\ r 1911 to mod- erole s ninh-s,ell ]io1eu11a1, YeP1 Iug11 fllsce3til)]l- 1ly to frost ncliou; moderate to mad- erldcly s10i1 p(•r]no- abihi s, 10, to mod- erat(- shrink-sis01 polculi;d; sn11)raled in m 1111 er and spring. 'llodolaf(, to ter} III&.]) sucreplihllity to fla~i nctiou; modlr- niely slml to eery =101per]ne:iblhly; 1011 Su Modt'rate tL1luk-axed palen- ti:il; RAtiratrd ill sprmb Modernir to eery high sus((pttbihly t0 f] cst nrilnu; modrr;lle 10 X10, prnucrlbihle; )u0der•at( to high s'lrink-sxc}I pmull- tin] Slight to na sl7~r•rpll- b11111 loflost nctlnFl; Mod( rate Su errs rapid pc')me7lbthly lou 0 mu6-sm ell ]Jilt ri 111]11. '?Ik c~ or I r5 ee~ Low stabihiy; seuuperyiouc to rrn]mr1 lolls n•I,I:n Co7n- piel('d; Inn to I1)0d(•l:ate shrillh-rnel] potential. Lots stn bihf y; R"Jilpen loin to impersioll5 ,hc1l eonlpnct- ed; Ion 10 mod- eraIc sl]riuh- Fn•e11 potenl)nl lo' slnt)Iliir, im- pervious 1, hell, ronipnrtNJ ;lo, tom0dcride shrilly-s,l'll poteni)nl. Afodrrnie siabil- it 1; Impervious mlat:u (arl7])rlcl- (d;1011 10 rrlod- er1d sllrir)k- sl,ell poleuti:(]; Fo)Iq rrnel ,]Tell dry 'lloder:lic stnbl)- 1t C, 11ITCm luus 'hen compgct- ed, moderate to high sbrilik- selell poteldial. :llod(ratr s111bd- sty; pervious m)Ieu (-om- pnclyd; lo' shi W 1--•av(]I pol1'I It Irll a ~'^'1lsaor F:1F 1n pa7rds ' Resciloir area M 6d['J'l3tC 10 .ii rn0drrniCly rapid pcnne='7 nlnliiy. Modela1e1oye-- raI)id perrne ability. Aloderrate to modernlCly slot, Perms--" Moderately slow to yerl slots pcrine,ibllity. - - z. 'lloderalc to s1o' acrylic- ' al)tlitp. •(I Alodunte to viers rnpld Perlin°Ilblhl}•. Sodfl'ntllresnffecti31 Golf 1'1JII1 ]]R71d5- Gonlivurd Agllr1d1u1n1 drmnagc lrllgnnoi, TerrnrcG:iurl~ diversions ? Water,a s 5c,rilydlpos;d odds T)Mficabdil Llnllal)klllellt i y y N.-pr) lax shear MalrlaLC to Aladrrate in- Lan res]stiux•cl Lon rrsi-laucc to 1lodcln((, to Ve)y loel shmir sirc)lglh; Feu) i- modlvnlcls 1ahe rate,, 10 erosion, I ero-lIcm, Inod- Inod(•ralely strength; lnW prr+'lous to fill- sapid pert ne- moderate In odrrnIC, to f 3'.119 1inlrr- rnpu] ]lerna'- land-rilrrrmg ])rrl'1n115,•lleu abillty elote)-holding modeTal nil I hold ill g s;lpni> :dnhty; Illod• Cap111. Iomp,°leted, me- enp'ICilr maid pc'rme its; l,l';;oini.ion ernI.vt01) 0d- Ma.rnle 1o dinin compass- :Ibllily. difh(111t 10 c)alely rapid uln(]rrntely ibdity; lo'' iclablvs11 Circl/t l+;lter-lmldiug rapid permc- =r1lnbly I 01, Dragoon enpnrilx. ability, I silt, loam. Loll shear Ftrength; hlodernle to ModeraiL; to AIadernto resisi• Aloder.dc resi~l • Mod('Jnle to L.o, shear scmiperl`lous to i cry rapid morh-mtely - ance to ero- n7lee to erosion, tier} rnp)(l strength, mod- imper+10u5lslrrn permc-ibihty. rapid mta he l sion; moder-, modernle,al(r- pernlcabdily; erntC to high eompaelcd, slight rata-; moder- ate to ecrl holdhig (:n• modelale load-carrying compie-slb)111,y; fiile'-etet• rapid permcl pae)ts, +eget l- n,gter-holding uopnl lly; mod- 10w si,d)Puby, }101(197., (n- abdllr, tin' (1(11111111 do cm]rncih, rraie, to eery pil('sfy. estabh5h e:,copt rapid perll)e- o]) Eloikn silt abdllr. . 1011111, . 1'er+` lo' allenr Moderate to Alodernie to Moderate rrsigt• Modcrnte iesisl- Moderate to 1'( rs 1415 shear ~i)englh; imper- modcrat.(Av moderately e'er- to rro-~ anrC to erosion ulod(ri)Ich slrenglh, mnd- yious'heacom- slonpc'rme- slo,I771aku sion,med(r•j I-(ryIllgh,rlt('I• Slow pellne- C1nt,tolow ])acicd; moderato ablhtr; sniu- rata', yerl ate to moder- holding cf1pne- abdIty, very load-LV Iylrlg 10 high compress- rated ill n'in - high mntel - at.0% slol5 11 llL',v.,Lrpt for II;,]i,.-Ili1-hold- e:n1)ncity'inod. Ibililr, moderate lcr -Ind holding (a- perirlcahiliryl sail-tolerant Ili., erlpJla'ity er.lh• to mod- St:,blhls;micks spring. paeify, spl'rn•S,slgefa• saturated ill cratel}slow , hcn dr}. I tiou difficult to mime'] nnrl pellur,nbilil s. esi'Ibhsh, spring. leery loll shcal Moderately Al'odllat(AV Modcralc rez-]E • }dada laic resi'1- AIad(g•rnle]y 1'rrs lo, shear FtreIIgllI; nnpt'r- slo, to ,(.ry F my to Fla,' ance to ul o• I 111IL(. 1o cro'lon; &Ioli to yet s St re 11g1 i; ]nod- rlous'be) Long slow perulr• lilt-Ike rnte; Mill, Model err, hlgU,nlel - sloes pe)rne- vrale load- prctcd, mednnJ) abilox, sntn• very high liluh' slo, 111 1101dmg vapor- •nl)]]]Iv; ycri c:iuting en- Ia]n])res5il)dlly; rated Ill. naicr-boldlllg r(ry Eloly p(r• itv y(.g('1.11I oil Iligll 15'11.cr• ])..I C]I l; IIIUd- mnderalc stabd• q)rillg cnpuily. rllcablhty. fa7rh o.nz1 to 110)(1111.,ca• vralch Slow to lit, sollc crock I (,,I iIN 1FI) ));lull; sal ll• very zlmi n dry, rated In plrinr,lbllity. spa n)g Very l0, shem- Alnderaleto FlOw ]urnte Moderateaesia7• Morlel.dorrsia- Mad41;11( ill 1•(rslnu sit-al Ffr('nglh; imprr- Moil per le- rate'; e(ry allye to ern-; ance to elogislln; slo' perm(.- sirv))g1b, mod- uous'-1(('Ii CoM- ability. high mater- sl(w; ulod(I - y()y Ligh abliltl, +el•y er•.11r Ivid- paeicrli medium to bolding ca- isle to slob ' ,,Iler•holch,g I11g1111 nt Cr• (:Ill vi I)h (':I• high campusalhil• 1) )Wily, prrinenbdit~'. C:gsalitr; holding c,,• Imc]Iy, nlod- III;IIIUd1'1n1L' 1Y'gf`1a17n11 pa( It S. (rril('1f)001( r7'Ibillh ;Frill Purh rail 1o pvI Ilea i113)]111 . (I,u'l,,,llul dry. eaI'1h) l,h 11191) 01U;17 sf IeligiL, Modoiatc 1o 1i"lllid mta1,e Al ad L'r:at(' ivsl+l - Alt)dvmte )L,bi.t- 11(Idr1,11C to Il I];11 Fliv-11 perilCPU c mll(a1 lily )-lpld ruie; nude, aura' 10 eu1-i -inee to (IaVnn, VPIV r.Ip)d slreaglh high romp;nlt(d, shghl, perrnenblhly. :lie 1o lo' SIo71, morl(I- )Iladel,nte to 10+( ])L IIII e,Ibdlll, liar]-I,11)ving rompi(L•I151111y, ,a1(r-bulling n1 ctaeJJ1 llntrr-hn]dI]Ig Inodlralelrl ea11-1cilI; nmd(g'lt(. sln- c,q)uitr I rapid p Im(- r.gla(.111, vet;(- }9, 119X1- nnnlr1,11n 14) 1)1111}• nLlhis. 1'dlon rMhcnli, ImMilig ra- yrlo 111ad to vg111lnliwh (III 11'll'li), pcljipvit Ably e cry fir of ly lIn17Ii, fol,h' vn,y fin (Ural sails I I SPOKANE COUNTY, WASHINGTON 93 I x r y N f i - d iy - P R y ' d - N N 0 ~ v (loins sheet 67 _ t SPOKANE COUNTY, WASHINGTON - SHEET NUMBER 76 n R m m N .O v w 0 0 C) J a a d nd V in I i ~i ~1• r9 (loins sheet 85) t Z kn N h V N F 0-