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Home My WebLink AboutCST-2023-193 018-1061-70-000f ('visoonsin _ o za rery ano eraressional aervlces rage .i or 3 Division of I bj�eniioes - SOIL EVALUATION REPORT t i 'I'^In accordance with SPS 385, Ws. Adm. Code County �'' ST CROIX Attach compldte site plan on paper not less thari 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimehsign.%,north arrow, and 1oc tiQn dnd distance to nearest road. 018-1061-70-000 (proposed to be split) Please print all information. R¢dv/ed by ) Date Personal informa tion you vide may be used for secondary purposes Priva Law, s. 15.04 1 m Property Owner Property Location ❑ TROY JENSEN Govt. Lot NW % NE % S 27 T 29 N R 17 E (or) W Property Owner's Mailing Address _'..._ _ - Lot # Block # Subd. Name of CSM# "P i ° I 2482 170TH AVE proposed 1 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 / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material GLACIAL DRIFT & SANDSTONE BEDROCK Flood Plan elevation if applicable na. ft. ci"y^J X Ge al comments and recom dations: RECOMMEND A MOUND ORIENTED FROM B2 TO B3 (<1 % SLOPE), 99.0' CONTOUR Y", U Boring # LJ Boring ® Pit Ground surface elev. 98.9 ft. Depth to limiting factor 79 in. Snil Annliratinn Rnta 1 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 0-16 7.5YR 3/1 — 1 2fsbk mfr dw 2f 0.6 0.8 2 16-22 7.5YR 3/4 -- sil 2mabk mfr dw 1m 0.6 0.8 3 22-42 10YR 4/4 — sil 2mabk mfr cw 1f 0.6 0.8 4 42-50 10YR 4/6 -- s Osg ml ci — 0.7 1.6 5 50-67 10YR 5/6 — s Osg ml ci — 0.7 1.6 6 67-79 2.5Y 7/2 cl d 10YR 6/8 fs Osg ml ci — 0.5 1.0 7 79-88 10YR 5/4 cld 10YR 6/8 fs 0sg ml — — 0.5 1.0 F Boring # El Boring ® Pit Ground surface elev. 99.6 ft. Depth to limiting f ctor 25 in. Cnil Annlirntinn Rata 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 0-15 7.5YR 3/1 -- 1 2fsbk mfr dw 2m 0.6 0.8 2 15-25 10YR 4/4 -- sil 2mabk mfr gw 1 m 0.6 0.8 3 25-42 10YR 4/4 fld 7.5YR 5/8 & f2d 7.5YR 5/3 sil 2mabk mfr dw 1f 0.6 0.8 4 42-60 7.5YR 4/4 -- sl Om mfr -- 1f 0.2 0.6 CST Name (Please Print) Signature CST Number CHRIS FREDERICKS 71618 Address Date Evaluation 6onclucted Telephone Number 499 4 1 /2 Ave, Clayton, WI 54004 6 / 11 / 2023 715.419.0127 ODU-oJJV kRV'Y/ 1 U) IJBoring # ®isonng Pit Ground surface elev. 98.7 ft. Depth to limiting factor 28 in. Rnil Onnlit-afinn Rafts Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eif#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 10YR 4/4 — sil 2mabk n* gw if 0.6 0.8 4 2840 10YR 4/4 c1d 7.5YR 5/8 & c2d 7.5YR 5/3 sil 2mabk n* dw 1f 0.6 0.8 5 40-56 7.5YR 4/4 f1d 7.5YR 5/8 & f2d 7.5YR W 31 Om n* — — 0.2 0.6 1-1 Boring # ❑ Boring ❑it Pit Ground surface elev. R Depth to limiting factor in. Snit 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 F-1 Boring # ElBoring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlirafinn 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 ' Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 S 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 5150 mg/L lkh 094 of G %,) '9001 I f.4 Noe ,,-) anr�r��l/+�✓ °QirY+G►v� 3d��5 iGl� r4 J "201 will r '- Z N c O Z d W�,o>-0d =Zv>-!�J d' d' N LLI 3:WW o= �� wWZom w Z ~OOLL� o0��Z Q-f' �axLL,~ W -O`'W U < Z d V Cy QW ti Z C) l!1 N O Z '7 w Z:2< F- <rn w F- Z1WLLOa r--1 LU LL 0 �OZ0LU w F-Q~Zo ¢�GZ �a3m Northeast Comer North 1/4 Corner UNPLATTED- - - - u5 Highway '12' 9 ' UNPLATTED — Section 27-29-15 Section 27 29-15 LANDS-- _y_ _ - LANDS - a"� - - N89-5s'39_E tLS� ey Mark Nail Survey Mark Nail _ _-- _ __ .. - - — - (45.00') �I — N89'45'08'E 771.- 2630.4645.36'' — — 204.40' (ND9'551) 566.63' (771.30') S00'09'06'E (SDO'03'W) N' i j 76 feet of the wooden fence LOT 2 n is over the property fine 3.6 feet at the north end o ` 4" Oc 6 _ ?8i,, 98,415 sq. H. rn PREPARED FOR: Troy Jensen !4 2482 170th Avenue Emerald, WI 54013 o a �a Completion Date tO'� O IN June 2023 South 1/4 Corner Section 27-29-15 Survey Mark Nail S89'58'13"W (N89'49' 20-W) Line Data L1 I N00'09'O6"W 39.76' L2 I S00'09'06"E 1 69.06' 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') 10 N UNPLATTED LANDS oQ DRAFTED BY: P Joel A. Brandt - JB Surveying LLC The 66 foot wide easement as shown on this map is intended to serve Lot 2, Lot 3 and Lot 4 of this Certified Survey Map, as well as access to Lot 1 UNPLATTED LANDS SCALE- 1" = ISO' 0' 150' 300' LEGEND 0- .... Found Government Corner (corner verified) o ..... Set 3/4" x 18" Iron Rebar weighing 1.502 IbsJfoot ....... Found 1" Iron Pipe Moo') Recorded Data X W S 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) 10/17/23, 10:34 AM Document St. Croix County Permit Number Parcel Number Site Address Maintenance Company Name Filed Date Filed By Service Date Gallons 9-18377 018106170000 1869 HWY 12 Darrell's Septic Service 09/21 /2023 Emily Pierson 09/21 /2023 1000 Component Question Response Septic System Sewage discharging to ground? Appears to be cesspool (no septic tank) The manhole access was above grade? Tank was visually inspected for soundness? Tank material? No No Yes Yes Concrete Notes Unable to locate drain field. No inspection pipes visible. Both baffles on tank and appear sound. Suggest adding a 6 inch riser and replacing current cover with a standard 24 inch round cover. Referred to installer to locate drain field. hftps:llascent.sccwi.gov/PermitManagement/PermitIPermitMewMaintenance?maintenanceld=103563 1 /4 10/17/23, 10:34 AM Document Component Question Response Total number of tanks? What were the tank(s) capacities? Yes Were there vents to check system ponding? No If system was ponded, was it pumped? No Type of system? Drainfield Graywater from home discharging to ground? No Notes Unable to locate drain field. No inspection pipes visible. Both baffles on tank and appear sound. Suggest adding a 6 inch riser and replacing current cover with a standard 24 inch round cover. Referred to installer to locate drain field. https://ascent.sccwi.gov/PermitManagementIPermiVPermitIViewMaintenance?maintenanceld=l 03563 3/4