Loading...
HomeMy WebLinkAbout004-1020-40-300 (2)Wisconsin Department of Safety and Professional Services JL Division of Industry Services JC c C n n 1 V U SOIL EVALIJAT:�U__ I fn adoorclanoelwith SPS 385, Wis. Adm. Code C Attach complete site plan o {�afler ec�taesr�ik�ra 8 S12 .1a:i4cs in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for seco2qary purposwes Privacy Law, s, 15.04 1 m CSTFaa'9 Page 1 of k County ST Croix Parcel I.D. 09 0"ir0 ` IoZo - 4i)— -Se�o Reviewed by - Date Property Owner Property Location: Sailers Food Market & Meat Processing (Buyer) Govt. Lot: NE '/ SE % S 09 T 28 N e%15_ Property Owner's Mailing Address Lot Block # Subd. Name or CSM# TBD HWY 128 (Proposed CSM - Lot 03) 3D"67 16 City State Zip Code Phone Number ❑ City ❑ Village ■❑ Town Nearest Road. Wilson IWI 154027 I 1 I Cady I HWY 128 ❑■ New Construction Use: ❑Residential/ Number of bedrooms - Code derived design flow rate- GPD ❑ Replacement ■❑ Public or commercial — Describe: No use currently planned; soil test required to allow "buildable" lot for future use. Parent material Loess over dense sandy loam till (Freeon SIL) Roodplain elevation if applicable NA ft. General comments and recommendations', Recommend minimum 30" sand -lift POWTS mound on 85.00 contour with 0.3 gpdtft2 maximum loading rate. LF = 6" ("A*0") site. See soil interpretive /Determination Report- BOrInC # El Boring Q Pii Ground surface elev. 95.86 ft. Depth to limiting factor 9 in. Snil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlFt2 "Eif#1 "Eff#2 1 0-9 10YR 313 - sil 3mgr mfr cS 2f-vf 0.6 0.8 2 9-17 10YR 513 fld T5YR 518 & 10YR 6I2 sil 2f msbk mfr gs 1 of 0.6 0.8 3 17+ 7.5YR 4f4 c2p 7.5YR 416 & 10YR W sl 2msbk mfr - 1 of 0.6 1.0 "A+0" sit 27 Boring # ❑ Boring ❑■ Pit Ground surface elev. 93 64 ft. Depth to limiting factor 8 in. Rnil Annliratinn Rate Horizon Depth In. Dominant Color Redox Description Munseli Qu Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDlFt2 'Eff#i *Eff#2 1 0-8 10YR 313 - sil 3mgr mfr cs 2f-vf 0.6 0.8 2 8-20 10YR 513 mid 7.5YR 518 & 10YR 612 sil 2f-msbk mfr gs 1 of 0.6 0.8 3 20+ 10YR 513 c2p 7 5YR 416 & 10YR 512 sl 2msbk mfr 1 of 0.6 1.0 "A+0" site i/mal .1wda=gmlmr�il��rriar:aru�ur.���.�znc��.���.nnr��riur�nr,�ryci�u�=uvuu.:r.usaar.���.fzu�f�.���ur.u� CST Name (Please Print) Signature P� CST Number Ryan Bechel 1330832 Address Date Evaluation Conducted Telephone Number 371 Cannon View DR, Red Wing, MN 55066 08/22119 (651) 327-0074 SBU-L1330 (KU4115) ❑3 Boring # ❑ Boring © Pit Ground surface elev. 95.55 ftDepth to limiting factor 8 in. Soil Anclication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 'fff#1 'Eff#2 1 0-8 1 OYR 313 - I 3fgr mfr cs 2m-vf 0.6 0.8 2 8-19 1 OYR 513 f1 d 7.5YR 516 & 'OYR 612 1 2fabk mfr cs 1 m-vf 0.6 0.8 19+ TSYR 4/4 cep 7.5YR 416 & 1oYR 612 scl 1 csbk-Om mfi 1 f-vf 0.0 OA OF "A+O" site 4❑ Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Rnil Annticatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou Az. Cont. Color Texture Structure Gr Sz. Sh. Consistence Boundary Roots GPDIFt2 'Eff#1 'Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlicatinn Rate Horizon Depth In. Dominant Color Munsell Redox. Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 'Eff#1 'Eff#2 " Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L Designer: Ryon Bechel Certified Soil Tester: #1330832 Designer of Engineering Systems: D 2263-7 **Well to be located >50 ft from system components** 'All property Ones not - SYSTEM NOTES F44 ADVANCED P Pe y (� Benchmark drawn are >lllllft from Septic 'Tank; E NY IN ON MEN r A L system Soil Boring I P/L P/L P/L 1 BM2 = 91.47 — — — — — Top of nail in 16" pine existing property 0.2' above grade lines = Black 1 PROPOSED CSM - LOT 02 P/L P/L PP/I P /L gq. B2 i +9 93.64 +485' to proposed east P.L. / s � / o B3,- to proposed south P.L. 95.55 F BMI = 100.00 Top of nail in "dead" pine IS above grade proposed property lines = Red PRf pn,,;F rw LOT 03 21.33 Acres SCALE 25' 0' 50' G,ertlfied Statement: This system has been designed and evaluated in accordance with State and Local codes. Tha soil treatment area rremt remain protected from disturbance and/or compaction before and after construction. NO WARRANTY IS MADE THAT THIS SY5fEW WILL CONnNUE TO FUNCTION tNDFF11,11'rELY. system must be properly maintained. Review your systsWe monogement pion for information on proper core and maintenance Pump Tank: STA: -Recommend minimum 30'sand-lift POWIS mound on 95.00 contour with 0.3 gpdAr loading rate. -Depth to restriction = 6' 'Iraenninulon Reaurll -Contour = 95.00 Slope = 2% Distribution: System witi require pressure distribution LOCATION MAP (not to scare) 100 W Y 2 it m PREPARED FOR: t Sailer's Food Market & Meat Processing Site Address TBD HWY 128 Wilson, WI 54027 PID: TBD - New CSM 21.33 Acres legal: Pending CSM — Lot 03 NE SE S09 T28N R25W Town of Cady Scale: 111= 50' Date: 8122119