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HomeMy WebLinkAbout032-1089-60-025 lot 7 115scons n DePa'Iru:exa(-4'tff?Ly.and Prd(69 loot) Sn"I(wes Page of Division of lnd.oslry fi?r+ir•,eg = SOIL EVALUATION REPORT le acurclancx wish SPS 3tib. lNs. Met. Ccde Comil _ Attach caornplele sole p. fir on finer r nl less than 8 t2 x ruches in size. f r mr .t inalud.'. .1 t - I s n `4•'F'~ r JF. n S but not limited to v rti ~I and hnuantn!re a/an A ao,nUR'Jdreclieo o c Prscr(lccc. parcel I.D. 032- 108 sca le or dimensions, no h zrrom, aid lecan.m afit: I ;Woo-rtas to war est r..ad. l / ' Plclsc pool all information. Reviewed by, Dale Persenal nfennatinr yca arov~ ,L.: .,e. 1% secondary pupuses iPn _a w, :'411 i!•n;d- Property Owner Pr.: c:c•Cy L::cahun ❑ , ❑ Gn•A. I of S / T - --j [ N R % E (or) W property Owner's Mailing Address 1 of ;r I Rlnrk v Subc Name or CSKM - I~ City Stale Zip Code Phone Number ❑ city ❑ V Ilage 0 Town l Nearest Road © New Construction Ilse Q ~esidential!Numhernf bedra;ms'' ' i Cede derived design flow rate GPU - : ❑ Replacement ❑ Public. or commercial Descnbe' / Parent material 4sLi _ Hood Plan elevation if applicable 4g ft- Of~t•~( General cxnmmnls and ' ecomwercalions. Horne ? ❑ Bo'i1g ❑ Flt Groand surface elev. Depth to hmi:mg factor or. Soil Application Rate Houton Depth Dominant Color Hednx Descrplinn Texture Stnoclure Consisler•re Boundary Roots GPD:Ft` 11) F.tunsell Oe Az. Cni . Color Gr. So. Sh. _ 'Fff i 'Ef//f#2 Hnnng C C BeIn R El g ® Pit Ground su4aco elev. ff. Depth to limiting factor in. Suil Application Rate Horizon Depth f;eminint Color Rodcx Desaip:icn IVALIC Structure Consistence Souncary Roots _ CPDTt' 11. 'Jurncll O.o. Az Cgrl. C:alor Gr. Sz. Sh 'EL~#1 'Eff#2 _ s 4 el A/ Lilkent At = BOO a :10 s 221 rng8 and TSS > 30 s 150 m9iL ' Effluent C2 = ROD, > .;O s 1Z:: mgi- and -`SS s 30 s 150 m 1L CSI t,kirae (Ploas6 P'mlj' rDato ature CS' Nurn _r Address Evaluation Conductoc Telephone Numtu,r • SBD-8330 (R04N 5) / 7 Boring V ❑ Boring 0 ~ Pd Ground surface Clco. L.. ~:.1t. Depth to fmlhny facto, !/(in. Soil Apnlicatlon Rate I lontan Cepth Cominaot Oohr Redox Descr{pion lexhre Slne:lure Consistence Bcridary Pacts (II'M' In. Mansell Ou. A7. CcIl Cole Gr Si. Sh. 'Hun 'Fffa2 y A q Being 4 ❑ Boring F ❑ Pit Gourd s;19are elev. f:. Depth :a Moving laclor _ in. _ Soil Application Rate FHorizcn Cepth Corrinant (itlor Redox Dt acription Textwo Structure G_•nsislerce. Boundary Roots GPO:Ft' I.I. Min.'.0 Ou Az. Ccnt. Colo, Gr. Sr. Sh. •EftC1 'F"2 ❑ Boring I ❑ Docny Pit Ground suface e!.c v. -ft. Depth to limiting factor _ in. _ Sod Applxaaon Ratc Hari >on UepUr Dominant Color Rodex Desrript cn Temre ~ Structure Consistence boundary Roots GPD rP In. Ivlunsef 0.1 AL. Cont. co 01 Gr. Sz. Sh_ 'Cff#l 'Cf142 ' Cffluerl #1 - DOD. > 30 220 mgR and TSS > 3" 5 1 SO mg't. ' Lllluert A2 - DOD 30:: 220 mg,l and TSS > 30 < 150 rag!L -ICIr i i 1y c I _ r ) : ~rli,~a ~'Irw dv;e>i" ~~o~ssii1ItsJTS f i -r 7-1 y / fi w 41 _ -`t I 'I 4,s :1 e 1 Y FJ~ n, C n \ j rl ,r i ' 'E z~ r zw_I sT u tIF 3 O ~ r I. 3 ` _ t IYS f` F~t3 [ `zl ~r ~,•I ~-_v~ ( r~;~ Y S [3 f fi 3F3 tSi o, i a~ L t . S a ~ ~ ~ ~ ,~~rr o J ,I 1 e i E t ,E£ 1 If t Ix 32i yE L3. I~. F ti 3''. t +tx :t 3 ( I f C x C [ f;' ja it C _ ;1~ n r ra: 3 ah q €I4 , t ' I ~ c t r-: si p5 t t _ ® ~m ~E t t1I ^r _ rn v: V. V ItJ''v a-N 7