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2024/06/19 - SANITARY - SAN - New Non-Press - SAN-24-69
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2024/06/19 - SANITARY - SAN - New Non-Press - SAN-24-69
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Last modified
1/28/2025 10:00:26 AM
Creation date
1/28/2025 9:00:05 AM
Metadata
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Template:
Property Files v2
Document Date
6/19/2024
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
New Non-Press
County Permit Number
SAN-24-69
State Permit Number
658524
Tax ID
7497
Pin Number
07-012-2-40-15-13-5 15-270-069000
Legacy Pin
012935006900
Municipality
TOWN OF JACKSON
Owner Name
DHI HOLDINGS LLC
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AXT%#A.� Wisconsin ORIGINAL <br /> j�+ a sconsin Department of Safety 8 Profes Tonal Services Page 1 of 3 <br /> Division of Industry Services <br /> s SOIL EVALUATION REPORT <br /> In accordance with SPS 385,Wis.Adm.Code County Burnett <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include, <br /> but not limited to vertical and horizontal reference point(BM),direction and percent slope, Parcel I.D. <br /> scale or dimensions,north arrow,and location and distance to nearest road. 07-012-2-40-15-13-5 15-270-069000 <br /> Please print all information. Rev! wed by I Da <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). Y <br /> Property Owner Property Location ❑ ❑ <br /> Voyager Village POA Govt. Lot '/4 '/, S 13 T 40 N R 15 E(or)Q <br /> Property Owners Mailing Address Site Address or CSM and Lot#: <br /> 28851 Kilkare Rd Half Moon Add to Voyager Village Lot 59 <br /> City, State,Zip Phone Number ❑ City ❑Village ® Town Nearest Road <br /> Danbury,WI 54830 ( ) Jackson Half Moon Cir <br /> 9 New Construction Use:&�Residential/Numberof bedrooms 3 Code derived designflow rate 450 GPD <br /> ❑ Replacement ❑Public or commercial—Describe: Flood Plan elevation if applicable N/A ft. <br /> Parent material Sandy outwash(Graycalm-Menahga complex) <br /> General comments and recommendations: <br /> fax ID -7q97_ _. <br /> ❑1 Boring# West E]Boring®Pit Ground surface elev.97.1 ft. Depth to limiting factor 72 in./elev.91.1 ft. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftl <br /> In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> 1 0-5 1OYR 2/2 — s Osg ml cs 2f/2vf 0.7 1.6 <br /> 2 5-45 7.5YR 4/4 — s Osg ml gw 3m/3f 0.7 1.6 <br /> 3 45-65 10YR 4/4 — s Osg ml cs — 0.7 1.6 <br /> 4 65-72 1OYR 5/4 — s Osg mi — — 0.7 1.6 <br /> Bandt of lamellae in hori on 4 <br /> ❑2 Boring# mid ❑Boring®Pit Ground surface elev. 97 3 ft. Depth to limiting factor 72 in./elev.91.3 ft. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz <br /> In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> 1 0-3 10YR 2/2 — s Osg ml cs 1f/1vf 0.7 1.6 <br /> 2 3-39 7.5YR 4/6 — s Osg ml gw 1m/1f 0.7 1.6 <br /> 3 39-57 10YR 4/4 — s Osg ml gw 1f 0.7 1.6 <br /> 4 57-72 1 OYR 5/4 — s Osg ml — — 0.7 1.6 <br /> Bands of lamellae in horizon 4 <br /> LEE <br /> CST Name(Please Print) Signatur9 <% CST Number <br /> Keith Wiley � ,G� 654921 <br /> Address Date Evaluation Conducted Telephone Number <br /> 11623 E Larson Dr.Lake Nebagamon,WI 54849 4/9/2024 218-451-2611 <br /> *Effluent#1 =BOD>30 5 220 mg/L and TSS>30 5150 mg/L *Effluent#2=BOD,5 30 mg/L and TSS 5 30 mg/L <br /> SBD-8330(1303/22) <br />
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