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Home My WebLink About038-1114-40-100 Lot 01.� (qqj Depa ment Of DEC 292 #2245 i01L E ALUAT-Mil" Safiy and in accordance with Comm 85, Wis. Adm. Code Page 1 of - -'4r---- -o'x County Professio al Servisescr Schmitt Soil Testing, Inc. Community Development I - County Attach complete site plan on paper not less than 81/2x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Part of: 038-1114-40-100 Please print all information. __________K7vad By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). X 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 1 09th St. goo'- CSM Pending Approval City State Zip Code Phone Number City Village 1I Town Nearest Road New Richmond WI 54017 715-505-6430 Star Prairie Nighthawk Drive New Construction Use: 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 NA ft. General comments Area is suitable for a conventional system with a 0.7 gpd/sqft rate. Possible sytem elevation for Area 1 is 95.0' (High Trench) 94.50' and recommendations: (Low Trench). Slope of area is 18%. Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor 96+ in. ISoil Application Ratel Horizon I 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 o.6 1.0 2 7-16 7.5yr4/6 none none gris grs Osg Osg ml ml gw gw 1mi1f ------ 0.7 0.7 1.6 1.6 3 16-29 7.5yr5/6 4 29-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 Boring # Boring Pit Ground surface elev. ---.--97..6.7 — ft. Depth to limiting factor 96+ in. ISoil Application Rate I Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistenc Boundary Roots GPD/ft 2 *Eff#1 *Eff#2 0-8 10yr3/3 none sl gr1s 2mgr Osg mvfr ml as Cs 2c,2m 2c,2m 0.6 0.7 1.0 1.6 2 8-15 7.5yr4/4 none 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 I J Effluent #1 = BOD5 > 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: 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 (.R.07/00) Property Owner Moulton, Richard & Ramona, Rev Parcel ID :# Part of:038-1114-40-100 Page 2 of 4 F3 Boring % I Boring # fa ctor Pit Ground surface elev. 93.57 ft. Depth to limiting acor 96+ in. � Sal AQoUcation Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fV *Eff#1 *Eff#2 1 0-7 10yr3/3 none sl 2mgr mvfr as 2c,2m 0.6 1.0 2 7-14 7.5yr4/4 none gris 0sg ml gw 1m, if 0.7 1.6 3 14-27 7.5yr5/6 none grcos 0sg ml gw ------ 0.7 1.6 4 27-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 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/l(: *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/ftz *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 - 30 mg/L and TSS --�-3a 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 608-266-3 l S 1 or TTY 608-264-8777. SBD-8330 (R.07/00) Schmd soil Testlng, Inc. T LOT 1 LOT 3 OR Cq T- zo CN 25' 1 BM 1 100.00'Top of PVC Pipe BM 2 99.39'Top of 2" PVC Pipe 92 F 4t j de96' /� /' B2 *.so 98' 864 BM 2 1 I g3 . � 461 118% I SLOPf C-4 W 93' IL BM 1 87' -6--o C 0 E M Uj a 0 C: M Cf) Cl C\1 0 -9 \6 1 98 96' 92 LOT 2 Conducted for: Richard T & Ramona M Moulton Rev Living Trust 1136 109th St. New Richmond, W1 54017 LOT 2 Part of: PID 038-1114-40-100 SW1/4 NE1/4 S29 T31N R18W Town of Star Prairie 181.20' LOT 4 L0 CY) C >1 0 W cc W Conducted By: Thomas J. Sctyjtt CST 429 12-27--2022 St Croix County, W1 Legend Lakes and Rivers Rivers and Streams Darn IntermMinnt Perrenuil Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Al>ormloned Ra*o&d Pfwvte Row Rofted PLOW Vacated 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 I Ic"r Page 4 of 4 CERTIFIED SURVEY 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. en ...� in IAMP ChnsL'E- -�- rTM r NWSZ'03"E 434.37' ! i fO;I LOT I I I LOT 2 / It, TOTAL AREA.• TOTAL AREA: !` 93,598 SO. FT. (2 149 ACRES) I I 66,642 SO. FT. I I (1. &V ACRES) 1 2S' SHARED ;� rk4 DRIVEWAY EASEMENT I f� J Wol v a DRNEWAY,EA MENT in �v f x O 1 . I Ir � ! tT . r cn �� N89W'17"w 460.4J ' u z O1 4 4 W u f r m = M i M 0i LOT 3 s Z! TOTAL AREA: 151 t000t SO. !"7t (3.46f ACRES) f f VS`` of 'I ' l i 0O-YEAR FLOOD 1 ir ` / � v 44 10, i 1 f, f f LEANDERLINE LOT 4 TOTAL AREA: 68,000t SO. FT. (1.561f ACRES) o n ate+ .r w s� rl'1 N r� r r tr \ \OOCK APPLE RIVER HIGH WATER MARK Department of #2245 Sdafety and SOIL EVALUATION REPORT S P in accordance with Comm 85, Wis. Adm. Code Page I of 4 Professional Services Schmitt Soil Testing, Inc, County Attach complete site plan on paper not less than 8Y2 x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and ____.___ ___ -_percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Part of:038-1114-40-1 00 Please print all information. �_...___.____Reviewed 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 Owners Mailing Address Lot # Block # Subd. Name or CSM# 1136 109th St. 1 CSM Pending Approval City State Zip Code Phone Number City -'Village Town Nearest Road New Richmond Wl 1 54017 1 715-505-6430 Star Prairie I Nighthawk Drive New Construction Use: 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 NA ft. General comments Area is suitable for a conventional system with a 0.7 gpd/sqft rate. Possible sytem elevation for Area 1 is 95.0' (High Trench) 94.50' and recommendations: (Low Trench). Slope of area is 18%. Boring # L, Boring F>7] Pit Ground surface elev. 97.67 ft. Depth to limiting factor 96+ in. ISoil Application Ratel Horizon Depth in. 9 Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistenci 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 gr1s Osg Osg Osg ml ml ml g W 1milf 0.7 0.7 0.7 1.6 1.6 1.6 3 16-29 7.5yr5/6 none grs grs gw ---- ------ 4 29-96 10yr6/4 none 2 Boring # I Boring F-71, Pit Ground surface elev. -.--97.67 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. 'Consistence Boundary Roots ------GPD/ft' -Eff#1 *Eff#2 1 2 0-8 10yr3/3 7.5yr4/4 none sl 2mgr Osg Osg L mvfr as 2c,2m 0.6 1.0 8-15 none none grls grcos ml CS gvv 2c.,2m. 0.7 1.6 3 15-32 7.5yr5/6 ml 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 = BOD5 �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 SBD-8330 (R.07/00) Property Owner Moulton Richard & Ramona Rev -4-4 Parcel ID # __P-a-rt-of:038-0-100 --------- 111 Boring Page 2 of. 4 During #F pit Depth to limiting factor Ground surface elev. 93.57 ft. 96+ in. iSoil ADolication Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr- Sz. Sh. Consistence T Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-7 10yr3/3 none sl gr1s 2mgr Osg mvfr as 2c,2m 1m'1f 0.6 1.0 2 7-14 7.5yr4/4 none ml gw 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 Boring Boring # Depth to limiting factor in. Pit Ground surface elev. ft. [Sail Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence! Boundary Roots GPD/ft 2 *Eff#1 *Eff#2 C Boring Boring # I Pit Ground surface elev. Depth to limiting factor in. ISoil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Consistence Gr. Sz. Sh. r Boundary Roots GPDjft2 *Eff#1 *Eff#,- * 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 Sod Testing, Inc. I, � 11 St Croix County, WI Legend Lakes and Rivers Rivers and Streams Darn Intermftrt Pauaraw Interstates US Highways State HighW,3yS County Highways Local Roads Rustic Road3 Ramps Road Right of Way AborWone J Ra*oad Povate Road Ra"ad Road Vacated ROW Railroads Conveyance Division I 0 20 40 60ft DISCUOMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of th,3 user. I I PM Page 4 of 4 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31No R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. SURVEYOR: PREPARED FOR: DOUGLAS J. ZAHLER TIM MOULTON AUTH CONSULTING 1970 NIGHTHAWK DR 2920 ENLOE ST. SUITE 101 SOMERSET, WI 64025 HUDSON, N 54016 SCALE. 1 100' ORTH 1/4 CORNER n W --I SECTION 29 rn 100 50 0 100 0 �> =: COUNTRY LIVING OT 9 q z 2C 0 LOT 10 'V FD = > 0Z4 1 3: rn UJ RIHL'INE SW 1/4-NE 1/4 --1 'D en Cn NIGHTHAWK DRIVE- <=, rn > —200, 207'± N&8*52'03 E .37' .61 1PROPOSED -- LC N8805203"E .7' 25.01'J' \I25.01' 207.60'0 _x = n 527.27' DRIVEWAY DRIVEWAY— --17' 0C 25' 125' z EASEMENT TO :� LOT 4 2S' ADJOINER 5t M 93,598 SQ. FT i ACCESS (2.149 ACRES) LOT I EASEMENT 25-0 LEGEND Z I 66,642 SQ. FT TO LOT 1 ON iij SEPARATE (1.530 ACRES) DOCUMENT M FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND 1-1/4" OUTSIDE DIAMETER M IRON PIPE R' EXISTING,,,.,,, LA N a a�0 '9 SET I" OUTSIDE DIAMETER X1 8" so I 1DRIVEWAY 0 LONG IRON PIPE WEIGHING 1.13 00 — — NEAL FOOT _k Ln ;0 < JL ;ca 079.90- 03 - % 0 M us 279,28' at' z V. 4 25.00' —71-25.00, 0 N CD 3 0 Z'M.27 C: N89"38'17"W asItn s3 z z 8 8 0 1:1 Pi I It M PPROXIMATE/ �_A ZN C) 21 0 rim 'J! WETLAND A BOUNDARY %4 5 tn LOT 3 0 rt z 5 < �<' 0 a 0 151, 000 SO. FT -t :B �'si (3.466 A CRES-t) LOT 2 Ln 0 68, 000 SQ. FTY. P 3 (1.561 ACRES-t) z UJ '/_*--100-YEAR FLOOD _J NOTE: Lots are subject to future special assessments 4% W for any upgrades and Z 4k 00 improvements to the road, ILL 0 C/) DRAINFIELD EASEMENT '*'-NOTE: Any land below the TO ADJOINER ordinary high water mark 0 Jt, of a lake or navigable stream is subject to the public trust in navigable waters that is established under article %V0 IX, section 1, of the state SEP17C constitution. TANK WELL Cfi ()IF WISC, UJ z 00LISE "DOUG AS J. 0 AL CO ZAHLER 1�_ zA17S.46,9_' S-214) 0 41 14 '?04491 D U ti Au. 0 LU Cn (n 14 Ali APPROXIMATE AL EANDER LINE ORDINARY HIGH WATER MARK 12/23/2022 DRAFTED BY: MARK MCCLENA THAN PROJECT NO: 8184-001 DATE: 12/21/22 SHEET 1 OF 2 c FI LEGEND A 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: DOUG J. ZAHLER TIM MOULTON AUTH CONSULTING 1970 NIGHTHAWK DR 2920 ENLOE ST. SUITE 101 SMERSET, WI 54025 HUDSON, WI 54016 C.B.A. CONTIGUOUS BUILDABLE AREA CONTIGUOUS BUILDABLE AREA NORTH 1/4 CORNER THERE ARE NO SLOPES OVER 25% SECTION 29 wi_;�i NIGHTHAWK DRIVE_—" T -� _ _ — _ C �18 °52'03-�484.3 -- -- f --. _ _ • rO ul N88 52 03 E^ 527.27 PR�C3-S.ED �----276. 7 / / / / DRIVEWAY ,/ i '� o / — �' D.BI.V,'J —� 21-1 Lij z 0 U m N �z O � U O w x U) ' ...... Nl- Z. ro Ln r'. Q :.:::. j. ':.....::' :'::'::.: /:. :'': `:::::::::': ''?•:C.B.A. = 0.97 ACRES a� ::: _--. o. �_:...:. . C.B.A. - 1.31 ACRES' "`: :� o u� fir': `'t.`."S':.. f:.'..;'.'::::::. :."�.. . LLI •:mac•:::. :':.: :.•: .. ...... ... ........ ....... ..... ...... .... .......... ..... . ... ..................................... ........ .... AIL .:' f cc .o0 5— al ILLr /156.20 AIL A P P R I M .� ;. ;.L.; `aN�TLA D _.:) .............. B'O t�Ni' A RY AiL C.B.A. -1,.65 ACRES ul . ............. .... :::....:::.:..co AIL 4. .::.::: AIL': .. . ......... :�. / l X. 00 1 � Ali MEANDER L0E�� `'`✓ f :.Y . . .::': ........':.� W Ct 1.05 ACRES dLn :::: : h.::% LLJ D w W :I; •., N w LLJ y. :_ wV)V)O Ems.► .: ::Dr',-- .4�9?. �- j :' ' '" H 0 m uV ... . �''.:�:'�;;. •ram j/ '�_,✓ -/"`' `-�' Alox �/� � �' a4 •mil � �. +r Q� SCALE: 1" - 100' 100 50 0 100 APPROXIMATE ORDINARY HIGH WATER MARK CONTOURS, SLOPES, CBA & SOIL BORINGS