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Home My WebLink About038-1114-40-100 (2)r-zinnnl d 3 P Li OI EVALU/ RT 2 n acc dance with Comm 85, Wis. Adm. Code Prnas 3`6 #2246 Page 1 of 5 Schmitt Soil Testing, Inc. i" St County Attach complete site pla on a efiches in size. Plan must ��"Sizontal St. Croix Parcel f.D. Part of:038-1114-40--100 _ include, but not limited to v oint (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. R By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Moulton, Richard & Ramona Rev Liv Trust Govt. Lot SW1/4, NE1/4, S29, T31N, R18W Property Owner's Mailing Address Lot # / Block # Subd. Name or CSM# 1136 109th St. Z CSM Pending Approval City State Zip Code Phone Number City r 1 Village [> Town Nearest Road New Richmond I WI I 54017 715-505-6430 Star Prairie Nighthawk Drive New Construction Use: _> j Residential / Number of bedrooms — 4 Code derived design flow rate 600 GPD Replacement ' Public or commercial -Describe: Parent material Outwash (Plainfield loamy sand) _ Flood plain elevation, if applicable 80.0'(861 ft. General comments Area is suitable for a conventional system with a 0.7 gpd/sqft rate. Possible sytem elevation for Area 1 is 96.15' (High Trench) and recommendations: 94.65' (Low Trench). Slope of area is 22%. F-11Boring # 1 1 Boring — J Pit Ground surface elev. 99.65 ft. Depth to limiting factor 96+ in. ISoil Application Rate Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' *Eff#t 'Eff#2 FHorizon 0-7 10yr3/3 none sl 2mgr mvfr as 2c,2m 0.6 1.0 7-22 10yr4/3 none sl 2fsbk mfr gw 2f,2m 0.6 1.0_ 3 22-29 10yr4/6 none grls Osg ml gw if 0.7 1.6 4 29-40 10yr5/6 none grcos Osg ml cs ------ 0.7 1.6 5 40-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 I Boring # F _-*' Boring rZrnunrf curfara alev 99.65 ft. Depth to limiting factor 96+ in. ISoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consisten I Boundary Roots GPD/ftz *Eff#t *Eff#2 1 0-12 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0 2 12-30 10yr4/4 none sl 2fsbk mvfr gw 1m'1f 0.6 1.0 3 30-53 7.5yr5/6 none grs Osg ml cs 1vf 0.7 1.6 F4 53-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 * Effluent #1 = SOD > 30 < 220 ma/L and TSS >30 < 150 mg/L * Effluent #2 = BODt < 30 mg/L and 1 s5 < su mg/L CST Name (Please Print) Signatu 00, CST Number Thomas J. Schmitt 227429 — Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 12/27/2022 715-760-1978 SBD-8330 (11.07/00) Property Owner Moulton, Richard & Ramona Rev Parcel ID # Part of:038-1114-40-100 Page 2 of F3 L_] Boring #BoringJ Pit Ground surface elev. 95.15 _ ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' "Eff#1 'Eff#2 1 0-9 10yr3/3 none sl 2mgr mvfr as 2c,2m 0.6 1.0 2 9-20 10yr4/4 none sl 2fsbk mvfr gw 2f,lvf 0.6 1.0 3 20-96 10yr6/4 none grs Osg mi ---- ------ 0.7 1.6 F-1 �, Boring Boring # _._,, pit Ground surface elev. ft. Depth to limiting factor _ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ftf "Eff#1 -Eff#2 Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 'Eff#1 •Eff#2 Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Schmitt Sod Testing, Inc. SBD-8330 (R.07/00) 0 181.20' 340' to Nighthawk Drive LOT 4 LOT 3 LID N BM 2 1 " = 60' V,_,43'_ B �• dO .o' BM 1 '�• 115= 100'� 124', 98'�•�.i• Q'L'70' _ •00 B3 (875')94'�•' 22%SLOPE Conducted for: Richard T & Ramona M Moulton Rev Living Trust 1136 109th St. New Richmond, WI 54017 LOT 4 148.49' Part of: PID 038-1114-40-100 SW1/4 NE1/4 S29 T31N R18W Town of Star Prairie 115' 4' 27' 3' 68' i- MEANDER �� 100 v LINE i•' D �� •• LOOD LEVEL 861.5' i APPLE RIVER BM 1 100.00' Top of 2" PVC pipe BM 2 103.48' Top of 2" PVC Pipe Conducted by: Thomas J. Sch itt CS 12-27-2022 St Croix County, WI Legend Lakes and Rivers Rivers and Streams Dam InlemNtent P... nbl Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way aoonaoaea Raroea Private RoaO Railmed R— Vac _ Row Railroads Conveyance Division 0 20 40 60ft DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. 12129�T21:39 PM -r ---�? LO O d' W CU 340' to a Nighthav%rk Drive LOT1 LOT 4 zr: x 29 1 " = 60' IL I• VW IMF= 000, .... • � ...■� fir•olY ■ •� ■ ■ ■ •n ••/' 1■ •4•■ .....:............ . .. ./■ s ■ ■ ■ ■ ■ ■ ufr'1 �/ ■ . .. . ... .. .. . ........... 'a ■ ■ ■ • • ■ ■ ■ • ■ • ■ ■ ■ ■ • ■ ■ ■ • ■ • ■ ■ ■ ■ • ■ St Croix County, WI Legend Base Flood Elevation Flood Hazard Areas Village of Baldwin Zoning County Zoning Block Number Dimensions Document Easement Lot Site Address Tax Parcels Towns Cities Villages Sections St Croix Co Other Counties Lakes and Rivers Rivers and Streams Interstates US Highways State Highways County Highways Loral Roads Rustic Roads Ramps N Road Rigfof Way Railroads l 0 20 40 60R DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. [12f2a—W 2:1 W Page 5 of 5 CERTIFIED SURVEY MAR LOCATED IN PART OF THE SW 114 OF THE NE 1/4 OF SECTION 29, T3IN, R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY. WISCONSIN. — m — _ -"-NJGHi'HAW -MlVE— ------ _ _ m N88'52'03"E 494.37' LOT 1 TOTAL AREA: 93.598 SO. FT. (2.149 ACRES) 2S'SHARED DRIVEWAY EASEMENT {--- 279.27' I N89'38'17"W 460 48' vS 0 Zi N 00 � 0 W 3 W LOT 3 P a z) g TOTAL AREA: 151,000t SO. FT (3.466t ACRES) -100-YEAR FLOOD I ! LOT 2 TOTAL AREA: 66.642 SO. FT. (1.530 ACRES) 25' LOT 4 TOTAL AREA: 68.000t SO. FT. (1.561t ACRES) \DOCK APPLE RIVER MEANDER LINE HIGH WATER MARK LEGEND . SOIL BORING CERTIFIED SURVEY MAP - - -940- - - INDEX CONTOUR LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31N, _ — — — — — INTERMEDIATE 2 - FOOT CONTOUR R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. — — BUILDING SETBACK SURVEYOR: PREPARED FOR: C.B.A. CONTIGUOUS BUILDABLE AREA DOUG J. ZAHLER TIM MOULTON CONTIGUOUS BUILDABLE AREA AUTH CONSULTING 1970 NIGHTHAWK DR 2920 ENLOE ST. SUITE 101 SMERSET, WI 54025 HUDSON, WI 54016 THERE ARE NO SLOPES OVER 25% NORTH 1/4 CORNER SECTION 29Ln _ DRIVE_` m - -NIGHTHAWK M Z8 °52'03-'E484.3 -• \ C / _ L > 251.� �- _ 182.59' _ � 8 1'5 0'1'/ / �5 07.60' N88°52'03"E 527.27' - PR6PQ-SED ` / -�276 J7'� / / / DRIVEWAY_ l ✓ 0.go_l i� / -- \ ./ i. :....�v:r ry w z O U rn N rz =O � U Ow U U W ti W b 5O a N Lfi T tt war z z = O Fes- N U K o X 7) O CJ cn U W w N O N N w Zo Z O O b O z Z w O wNcn0 H O m OU SCALE: 1" = 100' 100 50 0 100 CONTOURS, SLOPES, CBA & SOIL BORINGS