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020-1481-09-180 (2)
~Sf-ao~~ - ~Lk z Wir_Wximi, Department of Commerop J-S'--°I SL E',/ALU)M 1tkiON REPORT U 7. R 9. 19. 3077C ol_ Page *Division of Safety and Buildings _ in accordance with Comm E5. WWs. Adm. Code 74 Attach compete site plan on paper not less than E 1/2 x 1 inches in size, Plan must CCU* -LLB include. but not limited to vertical and horizontal reference point (BM), deeeiiorl and Pares' Percent slope, scale or dimensions, north arrow, and location and distance to nearest road, c+' - I y g l -d4-1p 6 Please print all information. Reviewed by narxen I edpmaegn yw prrlda may tie vwd nor secondary pvgxse i (W.acy u.. a. 15 04 D) (m)) ST. CRW Property Owner Property Locabon Gawry W, Govt. Lot nJ 1!4 !4 S T N R E( ) W Property jpjwy>e !IS Mailing Address Lot Bock N / Name or Zvi I I Vk , Uly State Ztp Phone Number ❑ City ❑ ge own Nearest Road d ( 6f~ Construction Use. i&Besident al / Ntanber of betiroorn$-~l tf~-__ Code dented design flow rate f- JU GPD ❑ Replacement. , ❑ P/y/pN'c or cort/1memaI - De be --IM--4 Parent maledal!!~cJC~•u ~vrQX !`JI,G~W Flood Plain elevation if applicable _ ft General comerlts and remrmlendabi , System Type it"^ ~J /V-- System Elevation Boring I x A`J.Pit Ground surface elev. `i-h- Depth to krvting factor _11 n. Soil Application Rare Horizon Depth Don marit Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsel Ou. Sz Cons cola Gr. Sz Sh. 'EffN1 'Eaa2 ? I L ~i l L 6 3 C- J. L 7' J Soling a ❑ Boring © 0'Pif Ground surface elev/ / 1701'12ft. Depth to limiting factor _-~lSL n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IF in. Munsel Ou. Sz. Cone Color Gr. Sz. Sh. 'Eftat 'LE7Ra2 7jJ Z' c _J -4 Efload a1 = BOD. > 30 < 220 mryL and TSS >30 < 15C mglL ' Effluent 92 a SOD. < 30 mg& and TSS < 30 mpl- CST Name (Please Print) Sign CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date evaluation Conducted Talephone Number 1432 120th St, New Richmond, WI 54017 -~(J f - 715-246-4516 i Propeny Owner P reeI D f Page _ of eoring# -a Boring------- / LEI -i~ Pit Ground surface elev. 12L, ry. Depth to limiting factor ✓ L- n. Sal -Appk-". Rate Horizon Depth Dominant Cukx Redox Description Texture Stnx+Sae Consistence Boundary Roots GPDM _ in. Munsell Qu. Sz. Cont Color 77 Gr. Sz. Sh. 'Eff#'l 'Ef6Y2 1 / r Boring# ❑ Bonng - ❑ Pit Ground surface elev. h. Depth to limiting factor in, Soil Application Rate Horizon Depth Dominant Color Redox Description Textuo Structure Consistence Boundary Roots GPOM in. Munsell Oa Sz- Cont Cola Gr. Sz. Sh. 'Eff#1 'Ef #2 Boring # ° Boring a ❑ Pit Ground surface elev. ft. Depth to limiting factor n, Soil ication Rate Horizon 'tepth Dominant Color Redox Description. Texhxe Structure Consistence Boundary Roots GPDM M. Munsell Ou. Sz. ConL Color Gr. Sz. Sh. 'Efl#1 'Eff#2 ' Effluent #1 = BOD > 30 < 220 nVL and TSS >30 < 150 mqL ' Effluent #2 = BOD 130 mg& and TSS < 30 mgrL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SSo.owtx.d , 4 Project Name NWP Holdings Soil Test Plot Plan Sh<t 3ird Address 1844 River Ridge Rd. / Hudson Wi 54016 TM #226900 - Lot 18 Subdivision Whispering Oaks III Date 12/10/17 NE 1/4 S W 1/4S 7 T 29 N/R19 W Township Hudson Boring G) Well Pl, Properly Line County ST. CROIX BN1 or VRP Assume Elevation too ft. Top of Survey Iron System Elevation TBD *HRpSamo as Benchmark Scale 1s F= 40' unless otherwise noted 201' Property Line 10=1.5' 106.5' 13-2 71',' Slope 0' Autumn 5'13-3 i5. Oak Lane 15' 0' BAF B-1 364' Property Line WHISPERING OAKS - PHASE III TYPICAL LOT DETAR FOR CDA CALCULATION I ~ - SOILS ANC CSA MAPi Y C01II 0005 a BUILDABLE AREA f • N::o F.::w . A :}l flO;,llff ` III j ♦ ♦ ♦ ♦ 134-J Lu a.-iFS. o. C&t_tY.i a.FS. ♦ A ♦ A! I~ A J/ ~ :BA t I I / I t e ♦ ~~II wT=JJ~ +CNlh [ P ciur- • • ' I IIli.. _ - ♦ I , A N' A 1, ---I~ _ -I,,IL-~ il,l • -A t gIII . ♦ 'll A J~u 1 It 1 I ,h