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HomeMy WebLinkAbout038-1114-40-100 (3)CSrao'a - dql r Depa ment ofDEC 2 9 2 � 16IL E ALli�r 3p= Saf y and in accords a with Comm 85, Wis. Adm. Code fi Professio al Servieeescroix County a C unit Development #2245 Page 1 of 4 Schmitt Soil Testing, Inc. omm Y Attach *complete site plan on paper not less than 8Y2 x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical 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. R d 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. ,-#' CSM Pending Approval City State Zip Code Phone Number City [] Village F] Town Nearest Road New Richmond WI 54017 1 715-505-6430 Star Prairie Nighthawk Drive New Construction Use: '; Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement - J Public or commercial - Describe: Parent material Outwash (Plainfield loamy sand) _ Flood plain elevation, if applicable NA ft. General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible sytem elevation for Area 1 is 95.0' (High Trench) 94.50' and recommendations: (Low Trench). Slope of area is 18%. 1 Boring # __ f Boring Pit Ground surface elev. 97.67 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 -Eff#2 1 0-7 10yr3/3 none sl 2mgr mvfr as 2c,2m 0.6 1.0 2 7-16 7.5yr4/6 none girls Osg ml gw 1m,1f 0.7 1.6 3 16-29 7.5yr5/6 none grs Osg ml gw ------ 0.7 1.6 4 29-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 T Boring Boring # Pit Ground surface elev. 97.67 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/ftz 'Eff#1 •Eff#2 1 0-8 10yr3/3 none sl 2mgr mvfr as 2c,2m 0.6 1.0 2 8-15 7.5yr4/4 none gris Osg ml cs 2c,2m 0.7 1.6 3 15-32 7.5yr5/6 none grcos Osg ml gw 2f 0.7 1.6 4 32-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 ' Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: 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 Still-833U (K'U 1/UU) Property Owner Moulton, Richard & Ramona Rev Parcel ID # Part of:038-1114-40-100 Page 2 of 4 F❑ 3 Boring Boring # ❑ Pit Ground surface elev. 93.57 _ 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 *Eff#2 1 0-7 10yr3/3 none si 2mgr mvfr as 2c,2m 0.6 1.0 2 7-14 7.5yr4/4 none gris Osg ml gw 1m,1f 0.7 1.6 3 14-27 7.5yr5/6 none grcos Osg ml gw ------ 0.7 1.6 4 27-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 F-1 ❑; Boring Boring # �j 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/11:2 *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. SBD-8330 (R.07/00) Schmitt Sal Testing, Inc. NIGHTHAWK DRIVE St Croix County, WI 2 R/W 25' 1 Legend 1 1 1 1 Lakes and Rivers O 1 1 � Rivers and Streams N r ' CU co1 1 50 BM 1 100.00Top of PVC Pipe MrenMpaM a 1 ; ` BM 2 99.39' Top of 2" PVC Pipe _ Interstatesates 1 �4, US Highways 1 1 92' 1 .01 State Highways B2 1 . i 98' 1 80, County Highways 1CN 1 Local Roads t 1 1 86' ' BM 2 Rustic Roads 1 _ N 1 ' Ramps 1 46' i B3 . to Road Right of Way 1 1 1 e % W am�a� Retlroed 1 1 SLOP N.Q PrMere Road N 1 N 1 93' Q ` BM 1 O Road 1 •` C Vacated ROW 1 1 87 •� J Railroads 1 •� �1 *98' >+ — 94' 96' Conveyance Division 1 1 92" O. LOT 1 ; (D LOT 2 a 1 4) 1 1 cv w 1 w 1 a Conducted for: 1 1 N 1 1 ? Richard T & Ramona M Moulton Rev 0 1 Living Trust 1 1136 109th St. New Richmond, WI 54017 1 J i LOT 2 0 20 40 60ft 1 a N Part of: PID 038-1114-40-100 Conducted By. DISCLAIMER: This map is not guaranteed to be 1 1 SW1 /4 N E 1 /4 S29 T31 N R 18W aerate, correct, current, s complete and conclusions drawn are the responsibility of the a 1 Thomas J. Sc tt user.1 Town of Star Prairie 1 (D i 1 181.20' CST 429 LOT 3 LOT 4 12-27--2022 Page 4 of 4 CERTIFIED S V RVEY MAP LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31N, R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. M RftGNTHAVVK-D tVE-- M NSS'52'03"E494.37' LOT 1 TOTAL AREA: 93,598 SO. FT. (2.149 ACRES) 25'SHARED ' DRIVEWAY EASEMENT i--- 279.27' N89'38'17"W 460 48' O Z rpi pp N go O w 3 g LOT 3 P a ZI $ TOTAL AREA: k :D 151,000t SO. FT (3.466t ACRES) ;" ? r �y ` -100-YEAR FLOOD � r 1 � EANDER LINE LOT 2 TOTAL AREA: 66,642 SO. FT. (1.530 ACRES) 25' LOT 4 TOTAL AREA: 68,000± SO. FT. (1.561t ACRES) \DOCK APPLE RIVER HIGH WATER MARK I O J 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 AUTH CONSULTING 1970 NIGHTHAWK DR CONTIGUOUS BUILDABLE AREA 2920 ENLOE ST. SUITE 101 SMERSET, WI 54025 HUDSON, WI 54016 THERE ARE NO SLOPES OVER 25% NORTH 1/4 CORNER SECTION 29 —NNIGHTHAWK DRIVE - C" — J m� C 200 8 °52'03�484.3 / ��Z(�l`+� ^—1 • — `� _ 182.59' \, C 251.76/ 96i // i r. N88°52'0'lo PRtS�'(�SED--276.77�$ r .(�1' / �1 07.60' 527.27 DRJVEWAY _i ✓ i $ o �� . cri roo yy f - 00 - �1�7L.5 C z ui 'p' V !�Ov` ni L' 1 i ry W z O U rn N .= z �~ Ow O U) co ti O w�� Z z �aO LU N V c o X Qop you c7LnU H Q N DwwG o co N W Z Z O O D z Z w R CC Lu N t- O coL) SCALE: 1" = 100' 100 50 0 100 CONTOURS, SLOPES, CBA & SOIL BORINGS