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Home My WebLink About038-1114-40-100 (4)r�� Depa Z�01L ; ALUA-TPSafin accordance with Comm 85, Wis. Adm. Code _ Professiocounty #2244 Page 1 of 5 _ Schmitt Soil Testing, Inc. e opment County Attach complete site plan on a c es in size. Plan must St. Croix ---- include, but not limited to: ve and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Part of:038-1114-40-100 _ Please print all information, Date B&h. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). yj Property Owner Property Location Moulton, Richard & Ramona Rev Liv Trust Govt. Lot SWIM, NE1/4, S29, T31 N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1136 109th St, I CSM Pending Approval City State Zip Code Phone Number (l City ❑ Village E Town Nearest Road New Richmond WI 1 54017 1 715-505-6430 Star Prairie I Nighthawk Drive New Construction Use: Fq 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 78.5'(861_ ft. General comments Area is suitable for a conventional system with a 0.5 gpd/sqft rate. Possible sytem elevation for Area 1 is 95.25' (High Trench) and recommendations: 94.00' (Low Trench). Slope of area is 21%. F-11 Boring Boring # li ; J Pit Ground surface elev. 97.75 ft. Depth to limiting factor 96+ in. _ P 9 Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consisten Boundary Roots GPD/ft2 'Eff#1 *Eff#2 1 0-8 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0 2 8-49 10yr5/6 none Ifs Osg ml gw 2f,lvf 0.5 1.0 3 49-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 Boring # El Boring Pit Ground surface elev. 97.75 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 0-7 10yr3/3 none sl 2mgr mvfr as 2c,2m 0.6 1.0 2 7-96 10yr5/6 none Ifs Osg ml ---- ------ 0.5 1.0 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature; ;7429 T Number Thomas J. Schmitt _ Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 12/27/2022 715-760-1978 Sa0.8330 (R.07/001 Property Owner Moulton, Richard & Ramona Rev Parcel ID # Part of:038-1114-40-100 Page 2 of 5_ F3 Boring Boring # Pit Ground surface elev. 93.35 _ 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/ft2 *Eff#1 I 'Eff#2 1 0-9 10yr3/3 none sl 2mgr mvfr as 2c,2m 0.6 1.0 2 8-46 10yr5/6 none Ifs Osg ml gw if,ivf 0.5 1.0 3 46-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 Cj Boring Boring # p 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 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/ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 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. SBD-8330 (R.07/00) Schmitt Sal Testing, Inc. St Croix County, WI HA7, V, PP Lr) Legend 4- 0 Or)50' 40' 123' 64' Lakes and Rivers N R 1 25' 25' 1 Rivers and Streams ; 1 1 1 Pei.aitlN Interstates 1 1 IV 1 US Highways 1"=50' 1 1 1 State Highways 116' 112' 155' 1 CA 1 1 County Highways 1 1 1 Local Roads 1 Q. i Rustic Roads LOT 1 1 1 Ramps 1 1 1 Road Right of Way BM 1 $D ; neoMo ea R• k. BM 2 ,�. w•, 1 `y Pfl— Road 12' i • 1 R• ,..w B2— AREA 1— •"' ' . 1 V—W ROW _ 94' AREA2'_•" •�• �•—•�92' 1 1 1 (D 3 1 1 Railroads --, B 92' _ . — • — • — , 1 1 -Conveyance Division • BM 1 100.00' Top of 2" PVC Pipe 1 C j BM 2 101.07' Top of 2" PVC Pipe j 1 21%SLOPE 1 M 1 1 1 1 1 Conducted for: 1 1 1 1 1 1 Richard T & Ramona M Moulton Rev 1 1 Living Trust i N 1136 109th St. 1 New Richmond, WI 54017 1 1 1 � 1 ""foo YR••••.,, LOT 1 1 FLOOD Part of: PID 038-1114-40-100 1 1 ° 1 •. SW1/4 NE1/4 S29 T31N R18W i 0 20 ao son Conducted By: '•,Town of Star Prairie 1 1 1 DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and 1 jJ 1 conclusions drawn are the responsibility of the Tho s J. Sc tt 1 1 1 user. t 1 1 1 1 1 CST 22 29 1 228 Z2219 PM 12-27- 022 1 1 279.27' 1 1 St Croix County, WI Ln Legend o NIGHTHAWK DRIVE "it ��—■I , Flood Hazard Areas R/W " " ( Village of Baldwin Zoning " 1 County Zoning " Lakes and Rivers " 1 Rivers and Streams " 1 ' IntermineN 1"=50' " 1 " Perrenul Interstates 1 1 US Highways , 1 State Highways County Highways " 1 Local Roads 1 , •..._. i • e • i 1 Rustic Roads —•— .�•+ .�•—• 1 1 Rarnps —• •— _•—,— .�•'�• •� �.�• 1 1 Road Right of Way •s , 1 . � • '� �. 1 i Pear. Road 875' —• Ralf •�• .�• 1 ; RoaO " Varaled ROW 1 ; Railroads LOT 1 1 ' 1 , 1 , 1 , 1 , 1 , 1 , 1 N " 1 1 , " 1 i •�•••••100 Y*AR•••.•• j ■ FLOOD E361.5'1 1 • " 1 0 20 40 soft •'• 1 1 DISCLAIMER: This map is not guaranteed to be ■ ■ • ■ • ■ ■ ■ • ■ • ■ ■ ■ 1 1 accurate, correct, current, or complete and conclusions drawn are the responsibi+ity of the • ■ ■ ■ ■ ■ ■ ■ ■ • ■ ■ ■ ■ ■ ■ 1 ' _ user. I i ■ ■ ■ ■ ■ ■ • ■ r ■ ■ ■ ■ ■ ■ ■ ■ i 1 1 12,26rz2 250 Pa+ Page 5 of 5 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31N, R16W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN, M - — b—--MfHTHAWK-$RAVE—— N88'52'03"E 484.37' LOT 1 TOTAL AREA: 93,598 SO. FT. (2.149ACRES) 2S'SHARED DRIVEWAY EASEMENT �-- I 279.27' N89.3s'17~w 46o as' N 0 z g` a N 00 W g� a 8 LOT 3 V Z) V+ TOTAL AREA: 15 1,000t SO. FT (3.466t ACRES) ' Z /r �-100-YEAR FLOOD LOT 2 TOTAL AREA: 66,642 SQ. FT. (1.530 ACRES) v J Oui 1 QNl a a 25' SHAREV( :WAY,4A.AMFNT o N J� z 0 182.20' vi{ LOT 4 TOTAL AREA: 68.000+ SO, FT. (1.5611 ACRES) c N m V ON Q Z -\DOCK APPLE RIVER HIGH WATER MARK 0 J i ) r-rIc_ 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: DOUG J. ZAHLER AUTH CONSULTING 2920 ENLOE ST. SUITE 101 HUDSON, WI 54016 NORTH 1/4 CORNER PREPARED FOR: TIM MOULTON 1970 NIGHTHAWK DR SMERSET, WI 54025 C.B.A. CONTIGUOUS BUILDABLE AREA CONTIGUOUS BUILDABLE AREA THERE ARE NO SLOPES OVER 25% � SECTION 29 ul - - - —NIGHTHAWK DRIVE_ rn -- U c/) ti 00 H O z Z_ Z K o X Q p � Cf U F= cr = W W N Orn N W Z Z O o0�Z z w o 0 LLJ N — O ccL) SCALE: V = 100' 100 50 0 100 CONTOURS, SLOPES, CBA & SOIL BORINGS