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HomeMy WebLinkAbout020-1481-09-160 (2) --sd1L- E' AL U 1~ l2 Alsc"n Department of commerce `EVATION REPORT Pagc__of Division of Safety and Buildings o~.a9.19, 304-7 A in accordance with Comm 85, Wis. Adm. Cade Courtly Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must rt include, but rot limited to: vertical and horizontal reference point (BM(, dii act= and Parer I.D. -j ~.!?n percent slope, state or dimensions. north arrow, and location and distance to nearest road. - '4 Please print aU information. Reviewed by (I Date P4x4pW infor,,ui o you oriw~ may W -W rur ~ry puryo4es (Prrv=ry law. s 15.0411) (m)). Property Owner Property Location I ST . ` IX C01J 44 Govt. Lol N 114 D>3 E w Property Owners Mailing Address Lot $ Block # SJ. Name or CSM# city State Zip Uodef Phone Number ❑ CM ❑ 9e 6Ljown - Nearest Road / b t I ~ 66 4,t/l~.iC ew Construction Use i9.ftesidential / Number of bedroomsiW__ _ Code derived design flow rate ~"JV _ GPO ❑ Replaosment _ ❑ is or merdal - De be: Parent material _ 6r _ .C/6 Flood Plain new ton if applicable R / r Generw comments and recommendations, System Type System Elevation.-- # O Boring 1 ~ Q Pit / Pit Ground surface etev.`.~[,-~- - h. Depth to limiting tacky in. 9W iApplication Rate Ndraon Depth Dominant Color Redox Description Texture Structure Cotmstence Boundary Roots GPD fP in. Messes Ou. Sz. Cont. Color Gr. Sz. Sh- 'E"i 'Efflf2 © Boxing # Boring 0'Pit Ground surface elev. ~yr ft Depth to Imxting factor A n. _ Sod Application Rate Florvon Depth Dominant Color Redox Descipbw Texture Soucnxe Consistence RR/oots GPDtFF in. Mumses Ou. Sz. Cons, Color Gr. Sz. Sh, -Eff#1 'Ert#2 17 i Effluent #1 = BOD. > 30 < 220 mg/L and TSS ,,O :S 1 , Effluent #2 = BOD, < 30 mxyL and TSS < 30 mqL CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird- -!T 226900 Address Gate Evaluation Conducted Telephono Number 1432 120th St, New Richmond, WI 5 ~10 .-I 715-246.4516 Property Ovmer _ Parcel ID # Page _ of Boring Boring # El ~ Pit Ground surface elev. I ~ It, Depth to lirnting tailor I Soil icaUOn Rate 11 Hodmn Depth Dominant Color Redox Descnpton Texture Structure Consistence BourWary Roots GPD/fF in. Munsell Do Sz. Cont. Color Gr Sz Sh. 'Eft#t 'Eff42 W3 '-q(C a Boring # ❑ Boring - ❑ pit Grouts surface elev. R. Depth to limiting factor _ in Snd Ap~Arabon Rate Horzon Depth Dominant Color Redox Description Texture Structure Consistence Botxrdary Roots GPDM in. Munsell Ou- Sz. Corn Color Gr. Sz. Sh. 'Efr#t 'Ef#f2 Going # ❑ Boring ❑ Pit Ground surface elev. _ (t. Depth to limiting factor n. Soa Ram Horizon lepth Dominant Color Redox Description Texture Stnxiure ConsLStence Boardary Roots GPDM in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#t -EM2 Effluent #t = BOO, > 30 1220 rngA. and TSS >30 < 150 mgrL • Effluent #2 = BODE < 30 mg& and TSS < 30 mgn- 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 608-2648777. sawtw ix.am, n Soil Test Plot Plan Irroject Name NWP Holdings S`hay ' ird Address 1844 River Ridge Rd. //J Hudson Wi 54016 l__ _STM #226900 Lot 16 Subdivision Whispering Oaks III Date 12/10/17 NE 1/4 S W 1/4S 7 T29 N/R19 W Township Hudson ❑ Boring Q Well M. Property Line County ST. CROIX BNt or N'RP Assume Elevation 100 ft. • Top of 3/4" pipe System Elevation TBD *HRpSame as Benchmark Scale is F = 40' unless otherwise noted Aulurnn Oak Lake B-2 80' 10''~ Slope. _ B. N1. 13-1 B_3 loop 5• 35' 20' ~~y 5• Area of poor soils 100.5' 101.5' 1o2 lss• Future Town Road WHISPERING OAKS - PHASE III TYPICAL LOT DETAIL FOR CEA CALCULATION SOILS AND C8A. MAP! - - E 'All - CONTIGUOUS BUILDABLE AREA 14- - j :on=iuo sever ~ j 1 A y~il5a_ E'__ Y ♦ _pj CflA_.l i • ♦ >CRI:i I ♦ f' _ A i r I I d j II t :3t' • ♦ j _ r 1 I ,