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HomeMy WebLinkAbout032-2096-60-000 (2) SP i `r�� SOIL EVALUATION REPORT , „ j #1235 -' p%�7�S p i Department of Safety i rk Tonal 0c(V Page 1 of 3 '"a S Division of Safety and In ACV F��� Keith E.Stoner �j qrdance with Comm 85,Wis.Adm.Code Attach complete site plan on fG�than 8%x 11 inches in size. Plan must County S,Crobk include,but not limited to::nd horizontal reference point(BM),direction and percent slope,scale or di ions,north arrow,and location and distance to nearest road. Parcel I.D. 032-2096-60-000 Please print all information. y Dat Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ` I Pent Location Owner Property Greg&Jodi Heichert Govt.Lot NE1/4,SE1/4,S14,T30N, R20W Property Owner's Mailing Address Lot# I Block# Subd.Name or CSM# 1530 Oak Ridge Lane 6 Green Acre Country Estates City State Zip Code Phone Number ❑ City ❑Village ® Town Nearest Road Houlton I WI 1 540821 Somerset 1 1530 Oak Ridge Lane [ idgVn'Constniiidfi Use: ® Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD V�2eplacement ❑ Public or commercial-Describe: Parent material LoeSS Flood plain elevation,if applicable NA ft. General comments Request an onsite with a State Wastewater Specialist to determine suitability of soils onsite for a sanitary system.See attached and recommendations: onsite letter by Wastewater Specialist Edwin Taylor. i Boring# ❑Boring ®Pit Ground surface elev. 97.15 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 •EfW 1 0-4 10YR3/4 - sil 2msbk mvfr Cs 3f-m 0.6 0.8 2 4-10 10YR4/2 c2d5YR5/8 sil 2msbk/lmpl mvfr gs 3f-m 0.4 0.6 3 10-24 5YR4/4 - sl lmsbk mvfr gs 2f-m 0.4 0.7 4 24-36 5YR4/4 f2d5YR5/8 sl m mfr gs 2f-m 0.4 0.7 5 36-48 2.5YR3/3 - sd m mfr - if-m 0.0 0.0 e due the elevation if the sandy loam till. Appears site has been cut to ndy F21 Boring# ❑Boring ®Pit Ground surface elev. 99.94 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 `Ef= 1 0-10 10YR3/2 - sil 2msbk/lmpl mvfr CS 3f-m 0.4 0.6 2 10-24 10YR4/4 - sil 2msbk mvfr gs 3f-m 0.6 0.8 3 24-33 10YR4/4 c2d5YR5/8 SO 2msbk mvfr gs 2f-m 0.6 0.8 4 33-45 5YR4/4 - sl lmsbk mvfr gs 2f-m 1 0.4 0.7 5 45-55 5YR4/4 f2-d5YR5/8 sl lmsbk mvfr - 1f--m 0.4 0.7 *Soil field capacity at 45" *A-horizon shows signs of compaction likely due to construction of upslope cells. *Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mg/L I If :Mun#2=BOD5<30 mg/L and TSS s.30 mg/L CST Name(Please Print) Signature: CST Number Keith E.Stoner 224059 Address Keith E.Stoner Date&aluation Conducted Telephone Number 23220 Wood Creek rd.Siren,WI 54872 7/11/2014 715$53-2324 S9U-8330(R11/11) Property Owner Greg&Jodi Heichert Parcel ID# 032-2096-60-000 Page 2 of 3 ❑Boring F31 Boring# ®Pit Ground surface elev. 99.52 ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtfF in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 •Eff#2 1 0-9 10YR3/3 - sil 2msbk mvfr cs 3f-m 0.6 0.8 2 9-12 10YR4/2 c1d5YR5/6 sil 2fgr/1mpl mvfr gs 3f-m 0.4 0.6 12-24 10YR4 4 - sil 2msbk mvfr s 2f-m 0.6 0.8 3 / 9 i, 4 24-29 10YR4/4 - sid 2msbk mvfr gs 2f-m 0.4 0.6 i 5 29-44 10YR4/4 f2d5YR5/8 sid 1-2msbk mvfr gs if-m 0.2 0.3 6 4452 5YR4/4 - sl m mfr - 1f-m 0.4 0.7 *#2-Redox along roots and pore linings i F ❑Boring Boring# pit Ground surface elev. 101.15 ft. Depth to limiting factor 20 in. ® Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#t •Eff#2 1 0-5 10YR3/2 - sil 2msbk mvfr fs 3f-m 0.6 0.8 2 5-12 5YR4/4 - sl 2msbk mvfr gs 3f-m 0.6 1.0 3 12-17 10YR3/3 - sil 2msbk mvfr gs 2f-m 0.6 0.8 4 17-20 5YR4/4 - sl 2msbk mvfr gs 2f-m 0.6 1.0 5 20-34 10YR4/4 f2d5YR5/8 sil 2msbk mvfr gs if-m 0.6 0.8 6 34-44 10YR4/4 f2d5YR5/8 sil/sl lmsbk mvfr - - 0.4 0.6 *Note-described filled portion of installed dispersal cell ❑Boring J5 Boring# ph Ground surface elev. 98.90 ft. Depth to limiting factor 0 in. ® Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtfF in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10YR3/3 - sil 2msbk mvfr a 2f-co 0.6 0.8 2 6-8 10YR3/3 - sil 2fsbk/1mpl mvfr gs 3f-m 0.4 0.6 3 8-15 10YR3/2+4/2 cid in pore Redox n pore tini Sil 2msbk/1mpl mvfr gs 3f-co 0.4 0.6 4 15-20 10YR4/4 - sil 2msbk mvfr gs 2f-co 0.6 0.8 5 20-26 5YR4/4 - sl imsbk mvfr gs 2f-ao 0.4 0.7 6 26-44 5YR4/4 - sl m mfr gs 2f-m 0.4 0.7 7 44-52 5YR4/4 f2d 5YR5/8 sl m mfr - 2f-m 0.4 0.7 7111 /z-/ *Effluent#1=BOD?30<220 mg/L and TS >30<150 mg/L 'Effluent#2=BOD5<30 mg/L and TSS<30 mg/L The Department of Safety and Professional Servicese is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. ,.,... VIM.C C........ Page 3 of 3 P/L 566.05' FN#1530 Garage Drive 469 ft.to Oak Ridge Lane P/L Four Bedroom Home o 50 25 ampelo sale (F-0 1 1mmb - 50 R •WELL Sanitary Site Plan 4"Gravity Bldg.sewer For: Greg and Jodi Heichert Lot 6 in Green Acre Country Estates Existing 1000 Gallon Weeks NEl/4-SEl/4 Concrete Septic Tank w/a Zabel Sec.14 T30N-R20W A-100 Effluent Filter Town of Somerset-St.Croix County 450.43' 4.30 Acre Parcel 4"Gravity Conveyance Pipe Existing 800 Gallon Weeks Concrete Dose Tank Standing Water Grade at Lift Tank=92.10' Ponded in Tunber on July 11th,2014 Existing 2"Sch.40 F.M. Tree Line Based on Boring info base ofslope �J has been cut. P2 W— CIL of Oak Ridge Lane B al Elevation Data / Open Gr ass B#1 =97.15' 5/ Fire Pit B # o Slope IB 05�� B#2=99.94' O B#3=99. ABM 1 50' H 6% B#4= l.15' Q-----1 100.00' B#5=98.90' �-__ 1- P/L Bottom of Pump Tank=84.19' Wood Shed 101.10, 101.00 Proposed Mound contour= 101.00' PIL 101.50 Lower lip of riser below cover=93.5 Existing Dispersal Area consisting of 3 cells Pond Water Level=89.50' w/a System Elev.of 94.50' ABM-Nail w/Pink ribbon in base of U4 Post N.W.Wood Shed Corner HRP-Same ASSUMED ELEV.— 100.00' July 11th 2014 ' =Backhoe Pit Keith E.Stoner CST#224059 Division of Industry Services AR T `AT°� Hayward,WI Ranch 3843-6462 o� ► 9 INSPECTION REPORT 71546543-4870 ADO sSION Scott Walker,Govennor Dave Ross,Secretary Date of Inspection: July 16, 2014 Persons Present: Project Name: Greg&Jodi Heichert Keith Stoner Project Address: 1530 Oak Ridge Lane Use: single-family dwelling Certified Soil Tester Name and Address: Design Plow(gpd): 600 gpd Keith Stoner 23220 Wood Creek Road Legal Description: Siren,WI 54872 NE1/4 of SE1/4, Section 14,T30N-R20W Township: Somerset Owner Name and Address: County: St. Croix County Greg&Jodi Heichert 1530 Oak Ridge Lane Transaction ID Number: Houlton, WI 54082 This field review was conducted at the request of Keith Stoner,CST 224059,to determine the possible necessity for completing an Interpretive Determination Report for a proposed mound site at the indicated address. Mr. Stoner has documented high chroma mottling immediately beneath the surface horizons in some of the sample soil profiles for the proposed site. Redoximorphic color features observed immediately beneath the surface horizon of a profile in a backhoe pit adjacent to B5 on Mr. Stoner's site map occurred in association with horizontal ped surfaces resulting from what is likely residual compaction resulting from machinery traffic during construction of the road immediately adjacent to the site under consideration. In the profile observed by this investigator,the color features in question were rare and intermittent(as evident from other recorded profiles on the site lacking the condition)along the horizontal extent of the horizon and were typically no more than a few inches thick in the lower portion of the surface horizon. Argillic horizons immediately underlying the questionable features lacked any mottling. Deep chisel plowing during site preparation when the surface is dry would eliminate any of the residual compaction that may have initially caused the colors. The rare,ephemeral and modifiable nature of the condition causing the questionable colors does not warrant the need for an interpretive determination for this site. Direct any questions regarding this matter to my attention at 715-634-3484 or to Edwin.Taylor @ Wisconsin.gov. 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