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Home My WebLink About127-26S2OOIJ9 qiL TEST # /7-o Wisconsin Department of Safety essional Services �Page 1 of 2 Di09sion of IndustryServices �Er'ER�Gi SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, Bay6eld but not limited to: vertical and horizontal reference point (BM), direction and percent slope, I Parcel I.D. 1'4%3 079) scale or dimensions, north arrow, and location and distance to nearest road. I 04-004-2-44-09-30-4-02-000-12000 Please print all information. Revievjd by, , Date Property Owner Property Location v ' ❑ Jason Roettger Govt. Lot NW Y, SE Y4 S 30 T 44 N R 9 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 660 Quixote Ave. N 2 2P92 City State Zip Code Phone Number 0 City ❑ Village ® Town Nearest Road 6 Lakeland MN 55043 v Barnes j Cranberry Lake Rd. ® New Construction Use: ® Residential/ Numberof bedrooms 2 Code derived design flow rate 300 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Flood Plan elevation if applicable N/A ft �General comments and recommendations: Conventional system elevation 93.5 I 1 1 I E ❑ Boring Boring # ® Pit Ground surface elev. 97.0 ft. Depth to limiting factor 101 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots flnIC GPD/Ft' *E(#1 *Eff#2 1 0-3 10yr4/1 Is osg dl cw 2f .7 1.6 2 3-18 10yr 5/4 - s osg dl gw 1f .7 1.6 3 18-101 10yr 7/4 - s osg dl - - .7 1.6 ❑ Boring 2❑ Boring # ® Pit Ground surface elev. 96.6 ft. Depth to limiting factor 96 in. Soil Applicatior Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *E 1 0-4 10yr 4/1 - Is osg dl cw 2f .7 1.6 2 4-19 10yr5/4 - S osg dl gw if .7 1.6 3 19-96 10yr 7/4 s osg dl - _7 16 - rttWent #1 = Ron > sn < 99n mnn nnn TRR n Qrl < 1 Fn n,n/r * c.n....... xo - biro CST Name (Please Print) Signature CST Number Rick Brown 231251 Address Date Evaluation Conducted Telephone Number PO Box 637 Spooner WI 54801 I 5/7/24 715-419-0739 5BD-8330 (R04/15) ❑'Boring# ❑Boring`` ® Pit Ground surface elev. 95.9 ft. Depth to limiting faddr90 in:'J �i �, (. 1Ll Soil Application Rate Horizon Depth In- Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 1 0-3 10yr4/1 Is osg dl cw 2f .7 1.6 2 3-20 10yr 514 - s osg dl gw 2f -1m .7 1.6 3 90 10yr7/4 s osg dl .7 1.6 ❑ Boring # ❑ Poring ❑ PR — Ground surface elev. ft. Depth to limiting factor _ in. Soil Aoplication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 Eff#1 -Eff#2 ❑ Boring # ❑ Poring — O Pit Ground surface elev. R. Depth to limiting factor _ in. Snil Annlirarinn P t. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 Eff#2 * Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5150 mg/L CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE. SOIL EVALUATION Scale: 40 40 SYSTEM PAGE2OF4 0 SITE MAP 60 80 PLOT PLAN PROJECT NAME: (tongdtl) 10 DESIGN FLOW: 300 GPO Roettger Attach design flow calculations for commercial plans. PROJECT ADDRESS: Cranberry Lake Rd. Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5) BM Symbol: BM Elevellon: 1 00 FT Sanitary Sewer. 4 / Force Main: _/____________ BM Description: Screw in oak tree Slope Gradlerd (%) 3 Well Symbol (d applIcable): O Indicate north by drawing an scow IMPORTANT: Show ground elevation contours at suitable intervals. of rested Anna: on me approprte Me. It N1, L i.ci :970 9 6.4 I Subtotal $50.00 Total $50.00 Total Paid $0.00 Transaction #: SR-00106-31EBE Payment Method: Resolved 3 Comments Trent Wiesner 781 days ago CK ATTACHED [#30140][$450.001- INCLUDES SANITARY APP Molly Larson 36 minutes ago ck #30140 - unknown location Molly Larson 35 minutes ago CK 1066 $50 recd. Unable to print receipt. I R & B INVESTMENTS D/B/A RICK'S PLUMBING NATHAN, VALERIE OR EMME ANDERSON 891 BERDAN ST. CUMBERLAND, W1 54829 79-7122/2918 DATE _______� 1066 Es e CUMBERLAND MEMO FEDERAL j ' 1 e 4' MEMO •�'' � 4� �0 )' '+ `,'V//� 1:29 187 2 26': 100348 i?o'0 i066 LOON?Oq iNY6GRERRIMC FtAfli EG INCLYCINO THE a cuMrTy COYIR!MID N4T#dCTM INL DETAILS OM eAch.