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Home My WebLink AboutCST-2023-196 018-1061-70-000voscorii riL*onrnenrcr,--,arery t,, essionaiaervices rage i ors Divis0p6fihdustryServices L�� SOIL EVALUATION REPORT J J L 10 2023 , 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, ST CROIX but not litnited_>p. Vertical apd honzonW ref�rence point (BM), direction and percent slope, Parcel I.D. scale or and distance to nearest road. 018-1061-70-000 (pro osed to be s lit) Please print all information. % 1 ' by Date C' Personal information you provide may be used for seconds es Priv Law, s. 15.04 1 m Property Owner TROY JENSEN -k Property Location % ❑ 10 Govt. Lot NW % NE '14 S 27 T 29 N R 17 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name o(SN 1 2482 170TH AVE proposed 4 new CSM City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road EMERALD WI 54013 612 202-5341 1 1 HAMMOND HWY 12 ® New Construction Use: ® Residential/ Numberof bedrooms 5 Code derived design flow rate 750 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material GLACIAL DRIFT & SANDSTONE BEDROCK Flood Plan elevation if applicable n_a. ft. k General comments and recommendations: RECOMMEND A MOUND ORIENTED FROM B2 TO B3 (<1 % SLOPE), 98.8' CONTOUR 1-1 Boring # ElBoring ® Pit Ground surface elev. 98.7 ft. Depth to limiting factor 28 in. Snil Annliratinn 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 0-13 7.5YR 3/1 -- 1 2fsbk mfr dw 2m 0.6 0.8 2 13-18 7.5YR 3/4 — sil 2mabk mfr dw 1m 0.6 0.8 3 18-28 1OYR 4/4 — sil 2mabk mfr gw 1f 0.6 0.8 4 28-40 1OYR 414 c1d 7.5YR 5/8 & c2d 7.5YR 5/3 sil 2mabk mfr dw if 0.6 0.8 5 40-69 7.5YR 4/4 f1d 7.5YR 5/8 & f2d 7.5YR 513 sl Om mfr — — 0.2 0.6 2 ] Boring # ® Boring ❑ Pit Ground surface elev. 98.8 ft. Depth to limiting factor 19 in. Snil Annliratinn 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 0-13 7.5YR 3/1 — I 2fsbk mfr -- 2f 0.6 0.8 2 13-17 7.5YR 3/4 — sil 2mabk mfr — 1vf 0.6 0.8 3 17-19 1 OYR 4/4 1 2mabk mfr -- — 0.6 0.8 4 19-28 1OYR 4/4 c1d 7.5YR 5/8 & c2d 7.5YR 5/3 I 2mabk mfr — — 0.6 0.8 CST Name (Please Print) Signatui / CST Number CHRIS FREDERICKS 71618 Address Date Evaluation Conducted Telephone Number 499 4 1 /2 Ave, Clayton, WI 54004 6 / 11 / 2023 715.419.0127 --1 3 I Boring # ICI Boring u ❑ Pd Ground surface elev. 100.1 ft. Depth to limiting factor 18 in. f� Snil Annliratinn 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 0-11 7.5YR 311 — 1 2fsbk mfr — 2f 0.6 0.8 2 11-18 10YR 4/4 -- 1 2mabk mfr — 1vf 0.6 0.8 3 18-26 10YR 4/4 cld 7.5YR 5/8 & c2d 7.5YR 5/3 I 2mabk mfr — — 0.6 0.8 D Boring # [:1Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. 4ZM A..H—finn Rnfa I 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 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. Soil Application Rate GPD/Ft2 'Eff#1 'Eff#2 ' Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L YVI9 ei of � z, kMN o1- rOO'Z —zi AM �f may`! 10 i-Ab Ya �pr./hoplaJ r� -Z hr�-Y ag o-4 o a �Z a00�co t Z U 0<3LLI W W = Z 0 co �00LL:D 0�Uaz �y LU CL x w Z F- 0��,, of n2�0 v ::) 3 F 'q- V l- 0 0 Q WZQL' N 0 to w :2Q = 0 M In w ZNLLOa LU O LL r- E�">� l.L ~0ZWi 00¢3 W~ �QLDO QCGZ �O3m Northeast Corner North 1/4 Corner UNPLATTED `12" UNPLATTED Section 27-29-15 LANDS U$ Highway LANDS Section 27 29-15 _________—__—_—_—_ Survey Mark Nail — ______ a _ _ _ te+ __ _ _N89'58'39_E 1L� Survey Mark Nail 11 - - - - — - - - 2630.46' (45.00') �I 45.36' N89'45'O8"E 771.03' n — - 204.40 (Nt39 55'E) 566.63' (771.30') SOO'09'06'E i J (S00'03'W) 76 feet of the wooden fence (L LOT 2 N is over the property line. 3.6 feet at the north end ` 4- oc'. 6 ?BSA, 98,415 sq.1t. rn S ,P 6 *i 2 259 o ... or n c �! • � Pas P n well 5 r h N bb 104.71 g LOT 1 s'`. N89'45'08'E 118.371 sq.ft. acres0 F1302.717 3 - -�. m N89'58'13"E 355.18' sod •�-.-- -bests • 'oe N n 00 LOT 4 Z Lot 3 n CSM 7/1545 114,352 sq.ft. N 2.625 acres PREPARED FOR Troy Jensen 4 N 2482 170th Avenue 485,30' Emerald, WI 54013 o �+ (N89�2o w O Ita'j, Completion Date tD' 4 o t. June 2023 � IN Line Data South 1/4 Corner T L1 N00'09'06'W 39.76' Section 27-29-15 Lz SOOW'06" E 69.06' Survey Mark Nail Each parcel on this map is subject to State and County laws, rules and regulations(i.e. wetlands, minimum lot size, access to parcels, density limitations, etc.). Before purchasing or developing any parcel, contact the Community Development Department and Town Board for advice. 771.34' (771.30') 390.7!y -*Fsts ' �ry e � L N 286.04' testa UNPLATTED LANDS LOT 3 105,502 sq.ft. W- �n DRAFTED BY: 2 azz Hues o Joel A. Brandt - JB Surveying LLC Lot 4 CSM 7/1845 The 66 foot wide easement as shown on this map is intended to serve Lot 2, Lot 3 and Lot 4 of this 286 04• Certified Survey Map, as well as access to Lot 1. UNPLATTED LANDS SCALE 1" = 1S0' 0' 150' 300 LEGEND 0. Found Government Corner (corner verified) o...... Set 3/4" x 18' Iron Rebar weighing 1.502 lbs./foot ....... Found 1" Iron Pipe moo') ... Recorded Data Y North is referenced to the North -South Quarter Line of Section 27-27-17, which bears N00°09'06"W (St. Croix County Grid System)