Loading...
HomeMy WebLinkAbout53-25^•QW Wisconsin Department of Safety & Professional Services Division of Industry Services SOIL EVALUATION REPORT ^Qw'u'^ '•'--: 'r;r N •» « ^' ;1 ~^ *• ' i"'.Q.VPt /C; «^, '•. ..."y-y/ ^MuC^7 In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print alt information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). ni7 F •-? EJ^. Page._of_y_ -'^Vi'rt^ County ^Wfi^> Parcell.D. _ _ -TXtP; 3fc«<'7 04-018-Z.-44-W-/4-2. 61'000-UOOO ^^/W7f^ I %^/^h Property OwnerMi^\A^ V^. \ SMAW L V^W Property Location 'eovfe-tait Aj£ y, yvn/ y, s \t\ T lf^ N R ()g> E-(ei^w Property Owner's Mailing Address)(%& ^eserTLQNQST ^OAD Site Address or CSM and Lot #: /fSA/ne} City, State, Zip Pf?(A^ADA)D (4A 5Yg5^ Phone Number (_) D City D Village ^"Q Town OlS.U.MMO^D Nearest Road ^Ese.-nt£w£^^\o Q New Construction Use: ^ Residential/Numberofbedrooms. ^2 Replacement D Public or commercial - Describe: Parent material 5AA) D V &VCT WAS(4 Code denved designflow rate_'3^GPD Flood Plan elevation if applicable l^t^ ft. General comments and recommendations: ^A/(/a^r/OlM£. 3^-&^OMAlD T/<EA)cKE-S-- t>~f t~R- " ^ e>o~ 5 ^/5C Boring #D Boring ) Pit Ground surface etev.^.30 ft.Depth to limiting factor 100 in. / elev. 8&.?7ft. <y.3»ft- Horizon I i _^_ Depth In. T9~ 5-5^ %^-/60 ^PMt ;$m^ Dominant Color Munsell 7.5W2.</» 7.5Vf^ sw "/s ^ H/is ^<a tc^&f-e^ Redox Description Qu. Az. Cont. Color «E7?s or- <'o9 ^ne9 Textures-^T s Structure Gr. Sz. Sh. lnvsb« livi-6&b/< A_ Consistence ^\^r m^r wl Boundary c-s LS. Roots 5^-co Z-^-ffi i*F-^ Soil Application Rate GPD/Ft2 *Ef?1 6.2. O.-z- *EfW2 6M~w Boring #QBoring Ground surface elev.43.50 ft.Depth to limiting factor W in. / elev.Skt^ ft.w^ Horizon T z. ^ Depth In. J^_ IQ-Z? 2.^31 M-W Dominant Color Munsell 7.5 YRz.^ 7.9^ 9/f s^ti^ 5VR*/f» $(WC fl^C V f Redox Description Qu. Az. Cont. Color >6s ^-(^s Texture SLSL^ _h_ Structure Or. Sz. Sh. 9f^atoaf&bK J^L Consistence oufr mfr mfr _^L Boundary cS A9 vs Roots S^t> 2<T-^^ Soil Application Rate GPD/Ft2 *Eff#1 Q-i t>.H O.(ft 6.7 *Eff#2 6.^ 6.8 LD^ CST Name (Please Print) MARY JO HUPPERT (Hotlister's Soil Testing & Design) Signal CST Number 048900002-SP Address 25720 Firefly Lane, Webster, Wl 54893 Date Evalualion Conducted 05-2:3. Z025 Telephone Number 715-426-1775 -S* Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 S 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS & 30 mg/L SBD-8330 (R03/22) ^ /V\fW£L ^ ^<SHMOAS L' vv/^ Q Boring F'^ R-l] g I I !J 1^ Boring #BPK ^of ^ Ground surface etev.4^. 0° A-' N !! a / ^pth tcriimiting factor ^s_ in. / etev. ^.C^ft. 7.4^ Horizon ( 2. 3-7T Depth In. _M- &.Z0 2.0.-^ .%-45- sswe. Dominant Color Munsetl -r.S^Z..^ 7.5YR >/^ 5YR. ^ 5W^ cak^f-slT Redox Description Qu. Az. Cont. Color 9/^£> Texture ~w ^1- sl JA- Stmcture Gr. Sz. Sh. zf-»n^ ^_C.3b/( &M. -6SS- Consistence w^r ^^rr ^fiSr »wl Boundary <ivJ dwt 6^- Roots 5fT-<;0 zrff-o \S1 n/P-T Soil Application Rate GPD/FP *Ef»1 A^L O.ti 0.2. (9.7 *Efl#2 ~I6~ 0^ €>.^~17U~ Boring #D Boring a pit Ground surface elev._Depth to limiting factor.Jn. / elev.__ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundaiy Roots Soil Application Rate GPD/Ft2 *Ef?1 *Ef»2 Boring #D Boring D Pit Ground surface elev.._ft.Depth to limiting factor.Jn. / elev.__ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Effiff1 *Eff»2 * Effluent #1 = BOD > 30 & 220 mg/L and TSS > 30 S 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L <^§" 0^sB*0 ^ W E S T / ? 4 . ^ I/ ' * - '^ °0 Nt .c£0is s f17 » ?^i^I? Is I?iIp lf c ? lo » '& . 1^Fn 11 ? - 1- ^ 1^ I( T 1 tzIs IJ = ' |( A 1< & I. C - 1- c - Ir d "0Im m30 :^In ^l3 > 17 '^ "0 s "o QT \- : ' ; Z 3 . C 3 1 LT U - L , [n 7 i ] :r 5 T ! 'f f i ~ 83 ^ ^9,^ ,eg/Ao6'tAA'A}uno3p|8nAeq'sdeai//:sdu 3 spjoosy pue~) Atuno^ pieyAeg tO'O 1.0'0 wo wo>K?10A ?<V^$ ^^^^^ sOuipimg sAeMGAua 6uiisix3 psi|S!|oiuaa peBueqQ StOZ-600Z»uudiocy 6uip|mg Ajepunog |edp!un|/\| saui-i uoipss Ajepunog laojed aieuuxojddv Saul-] jispuesi/M WV 1.2:90: \.\ '9Z02/9S/9 •H ••I "I ^.^!Wy^-v^..^ n: ^»> • ^[®a«^)s>gasEeaasss,£BDBi'i)C3SEEEBQflS'iEEC36U30OSGBSGSDOa6EBCHE)8G3EI3E? PUOLLILUHJQ •(sK^!gK©i!yig^E)®a»86 -tf ^ rt\-M ' ^- <;V IAA 'A^unoo pieyAeg •'•;. 600Z/8Z/W) Wly" CDw !^0 0_CD-0 G=S=S, ec r^.: cr- t~< u~.[nnl ^ 5P!M<^^