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HomeMy WebLinkAbout038-1114-40-100 Lot 02v 4rk*TWjS E a ment of it " SOIL EVALUA fT afety cancr C 2 in acc 'dance with Comm 85, Wis. Adm. Code Profe sional Services St. cco.0( county ent Attach complete site la onpa e ches in size. Plan must include, but not limited to v izontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s, 15.04 (1) (m)). Property Owner Property Location County Cs• a•��-30� #2246 Page 1 of 5 Schmitt Soil Testing, Inc. St. Croix Parcel I.D. Part of:038-1114-40-100 ,1 By Date 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 Town Nearest Road New Richmond Wl 54017 715-505-6430 Star Prairie Nighthawk Drive Use: ' . GPD New Construction Residential / Number of bedrooms 4 Code derived design flow rate 600 Replacement Public or commercial - Describe; Parentmaterial Outwash (Plainfield loamy sand) Flood plain elevation, if applicable 80.0' - (86 1' - ft. General comments Area is suitable for a conventional system with a 0.7 gpd/sqfl rate. Possible sytem elevation for Area 1 is 96.15'(High Trench) and recommendations: 94.651 (Low Trench). Slope of area is 22%. Boring # Boring Pit Ground surface elev. ---- 99-.-6-5— --- 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 G PD/ft2 *Eff#1 *Eff#2 1 0-7 10yr3/3 none sl 2mgr as 2c,,2m 0.6 1.0 2 7-22 10yr4/3 none sl 2fsbk -mvfr 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 Boring # Boring Pit Ground surface elev. 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. lConsistence Boundary Roots GPD/ft 2 *Eff#1 *Eff#2 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 1Mjf 0.6 1-0 3 30-53 7.5yr5/6 none grs Osg ml Cs lvf ------ 0.7 1.6 4 53-96 10yr6/4 none grs Osg ml 0.7 1.6 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 <- 150 mg1L * Effluent #2 = BOD5�30 mg/L and TSS �30 mg/L - 66T­ 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 5BL)-833U (K.07100) Property Owner Moulton, Richard & Ramona Rev parcel ID # Part of:038-1114-40-100 Page 2 of 5 D Boring 3 Boring #17 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/!t2 *Ef1#1 *Eft#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, 1vf 0.6 1.0 3 20-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 [] Boring I - 1Boring # pit Ground surface elev. ft. Depth to limiting factor in, n 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 (�] Boring Boring # pit Ground surface elev. ft. Depth to limiting factor in. JSoil 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 *Efr#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-9330 (R.07/00) SOMM sod Tom$. Im• 181.20' 340' to L N ighthawk Drive LOT 4 LOT 3 CV BM 2 1 60' Vm..431� Bdo 0 a* 141 *;Jg:;38f� a do 0000 * 00, B1 sovo 000000 SOO 27' BM 1 dtwi� 56 11 13f 10© 24, 61 7 U, 61 0 98'• moo 0 0 B3 96' dow 00P 0 (875') 94' 22% SLOPE 68' 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 dolp 000 Oki 000 0 * • MEANDER 100 LINE 00.000,00 4�0v.* * 00, doe 40P -9. 0 0 LOOD LEVEL 861.5' 1 .•••• 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 ift CST 2 429 12-27-2022 St Croix County, W1 Legend Lakes and Rivers Rivers and Streams Dam Intenrilfterg POMNIW Interstates US Highways State Highways County Highways Local Roads Rustic Roads TM Ramps Road Right of Way Aboridoned Ra4rDM Pete Road RaAroM Road Vacated ROW Railroads Conveyance Division N 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. I I 12IM221:34 PM n C3 Q� 340' t0 Nighthawk Drive LOT1 LOT 4 Z X 29 4.. 55 H 1'.> " - C 0' I • 0 00 one Ole W dO no ! 001P ! loop •� • • ■ ■ ■ • • • . a n • • �r • r ■ • • ■ • • ■ • . • . ■ • ■ ■ ■ ■ • r • • . ■ ■ f . . • ■ ■ ! i • i a • • • � �• • f-ram" !• a • / ■ ■ . • ■ t f M ■ ■ ■ ■ ■ f • ■ . . • ■ • • • . ■ ■ . ! r / r • . 1.6• • ■ ■ ■ ■ ■ . . . . . ■� 641.60 r ■ 11 ■g a t156 • . . . . . . ■ ■ . ■ ■ • . ■ • . r ■ • • • 8 c� soon • ....... .......... • • .4 • ■ ■ • • a ■ ■ ■ I ■ ■ ■ ■ a ■ ■ ■ ! 0 at- ■ ■ ■ ■ C ■ ■ r ■ ■ ■ - 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 Local Roads Rustic Roads Ramps N Road Rig of Way Railroads 4 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_ 14 Page 5 of 5 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW 7/4 OF THE NE 114 OF SECTION 29, T31 N, R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. N8rSr03"E 434.37' . _ _... APPLE RIVER 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: C.S.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 NORTH 1/4 CORNER THERE ARE NO SLOPES OVER 25°0 SECTION 29 _ � � IVIG_HTHAWK_DRIVE__ _ O1-rn,-- C 8 °52'094E 484.3 r` -� -� r-10 ° L ',-- � - 251.E / 6 f �.01' � / / / 182.11 35:�1'� � /' S9' 1 � 1 � � �- J ?,07.60 N88 52 03 E_ 527.27 PRC�I-SED ,�. --276 77'/ / .� / / D-R4VEWAY r ./ s '`� o ! ��' ,- 1 f `�/_- D iLV -"� `" �' W fz ©� d N z =O U Ow 71 . .................... ....... .. :::' j '`:•':•: .. -::v r:.,, •;r. fir : • �_... • J'::'•' ::1:.`•:�:;4: i� �:� •' : lr::'f.•: •::.•::+ �7'1r 4 • ri" ':-:::....:'":`::�:•; :'•::? ':::::::: ... .:.:.�::: l.C.B.A. = 0.97 ACRES e� C.B.A. = 1.31 ACREScc .. .; 'i':::. ' :a:.::::::'.' b . .:�•: ti ti,;; Lu E: :ice::+.:r._.:. . . ....: N : �r' LLJ ::...... ... 7! ' ' .:: :f.: ::.. f cp :: ,:'`.' :: o o ::.::' :•# �. Ln r.. 181,20 AIL1)254.27' /156.20' r O • r . of x .............._....�................ Q o 0 C. B.A. - 1.05 ACRES . r :.................. :::. t2i „ LU zLLJ ��� .....:::.' go.:..:.. :. ; ...:. ; ..: a ...�-:: Q�• �Q SCALE: 1 " = 100' 100 50 0 100 APPROXIMATE ORDINARY HIGH WATER MARK CONTOURS, SLOPES, CBA & SOIL BORINGS --�kl T kko Department of #2246 I r% SOIL EVALUATION REPORT 3 P .safety and in accordance with Comm 85, Wis. Adm. Code Page --- I ---- of - -- 5 - -- Professional Services Schmitt Soil Testing, Inc. County Attach complete site plan on paper not less than 8Y2x 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. ___ __.._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 Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1136 109th St. 2 CSM Pending Approval city State Zip Code Phone Number city Village Town Nearest Road New Richmond Wl 54017 1 715-505-6430 Star Prairie Nighthawk Drive INew Construction Use: Residential / Number of bedrooms —4 Code derived design flow rate 600 ----GPD 0 Replacement 'I 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 I is 96.15' (High Trench) and recommendations: 94,651 (Low Trench), Slope of area is 22%. EBoring # Boring l Pit Ground surface elev. ft. Depth to limiting factor 96+ in. fSoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description I Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh . Consisten 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 7-22 10yr4/3 none sl 2fsbk mfr gw 2f.2m 0.6 1.0 3 22-29 10yi-4/6 none girls Osg ml gw if 0.7 1.6 4 29-40 10yr5/6 none grcos Osg M1 Cs ------ 0.7 1.6 5 40-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 Boring # Boring Pit Ground surface elev. -----.99.65 ft. Depth to limiting factor 96+__--__� in. ISoil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 "T 1 *Eff#2 0-12 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0 2 12-30 10yr4/4 none sl grs 2fsbk Osg mvfr ml gw Cs 1mlif 1vf 0.6 0.7 1.0 1.6 3 30-53 7.5yr5/6 none 4 53-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 * Effluent #1 = BOD? 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) 7Q Property Owner Moulton, Richard & Ramona Rev Parcel ID # --Part of:038-1114-40-100 Page 2 of 5 3 Boring Boring # Pit Ground surface elev. 95.15 ft. Depth to limiting factor 96+ in. % I ISoil Application Ratel 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 0-9 10yr3/3 none sl 2mgr mvfr as 2c,2m 0.6 1.0 2 9-20 10yr4/4 none sl grs 2fsbk Osg mvfr MI gw ---- 2ff 1vf ------ 0.6 0.7 1.0 1.6 3 20-96 10yr6/4 none Boring Boring # 'ft. Depth to limiting factor n. Pit Ground surface elev. . ISoil 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#2 Boring Boring # Pit Ground surface elev. ft, Depth to limiting factor 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/ft2 Eff#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD 5 < 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 Soil Testing, Inc. 181.20' 0 340' to Nighthawk Drive LOT 2 Conducted for: Richard T & Ramona M Moulton Rev Living Trust 1136 109th St. New Richmond, W1 54017 LOT 2 148.49' Part of: PID 038-1114-40-100 SW1/4 NEl/4%c-;29 T31N R18W Town of Star Prairie 115' LOT 3 icV ill 60' BM 2 B 14' dw. ?09 8 0 4*0 400 000 a 00 000 1 6101100010• 0000 000 27' BM 81 ..00 4*0 .00000900 loop 10(1,00 41 3' 981 00 '0000100 0*0 B3 70' 6 96'00 (875)900P 4' 22% SLOPE 68 400 -11111,01P OV 9 MEANDER 9 0 0 100 LINE 90 0 :�` o 10 • 1: .0go LOOD LEVEL 861.5t dOo f •••'• APPLE RIVER 40 • BNA 1 100.00' Top of 2" PVC pipe BM 2 103.48' Top of 2" PVC Pipe Conducted by: Thomas J. Schmitt C S 'IT 74�29 12-27-2022 St Croix County, W11 Legend Lakes and Rivers Rivers and Streams Dam 41w(mart'l PermniN Interstates US Highways State Highways County Highways Local Roads Rustic Road; Ramps Road Right of Way Abo,vdo�e i Railroad Private Road Raikond Road Vacated ROW Railroads Conveyance Division � 1 0 20 40 60ft DISCLAIMER: This map is not guaranteed to Ne- aCCLrate, correct, current, or complete and conclusions drawn are the responsibility of the I M-A r 112i28[22 ' :'A P%4 —j LOT 3 doo • • a s • ■ a r • • r • a ■ • • • • ■ • • ■` • . *00 .000• . ■•'• ■ a ■ r • r • ■ s • ■ ■ . • i ■ . r . . • . . • s■ ■ ■ ■ s ■ ■ . . .• ■ ■ • r • • r i ! • r • • ■ a ■ a ■ ■ f • • • • • • ■ f • ■ i ■ i ■ a 440. � • • 00 ■ • • • . ■ ■ • • • ■ i a r i i • i • • • ■ • ■ • i i • • • ■ ■ a • • • • • ■ i • a f - _.._.. 1 440. •�■ a a • • a ON ■ • ! • ■ f a ■ ■ . ■ i • ■ ■ a ■ a r ■ r ■ • • • h • ! oo �• • • �7� ■ ■ r • ■ • a ■ ■ • • • r • • r i • ■ • ■ • • ■ / ■ ■ • ■ • • ■ • • • a • • • a 0010 • • ■ • ■ ■ ■ ■ s • • s ■ • s ! • • ■ ■ • ■ a ■ ■ ■ s • • • ■ a ■ldo- as • � ■ ■ ■ ■ ■ t # ■ ! • • ■ • • • s • • • . • ■ • • a • r a • • • s • • •9 U56.8 9 "a - • a • • • • • • i • • • • • . • ■ ■ • • �' • r v r . . .. . . . . . . ;_4 r- OF Ib 'I a 9 0 il a a a ] St Croix County, W Legend Base Flood Elevation Flood HazarJ Areas Vigage of Baldwin Zoning County Zoni ig Block Number Dimensions Document Easement Lot Site Addres* Tax Parcels Towns Cities Villages Sections �� St Croix Co Other Count es Lames and Rivers Rivers and EItrearns Interstates US Highways State Highways County Highways Local Roads Rustic Road 3 Ramps N Road Rig of Way Railroads 0 20 40 60ft DISCU MER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are thE' responsibility of the user. s 2128122 2:- PM Page 5 of 5 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31Np 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 100 so 0 100m21 0 SECTION 29 C)rnCOUNTRY LIVING z 9 0 C:q0 LOT 10�°T>0Z z rn rt 'NOR I H LINE SW 114-NE: 1/4 L') .. I tD —NIGHTHAWK DRIVE— C:x ca 6 1 *1 rn M C� 1-4 207't rn L^ > 2DO' N88*52'03"E *317r4p T — -182.59' _251M 1 25.011 25.01'• 0. C> N&W8052'03"E 207-60' x l,1 PROPOSED 276.77' r) K� 527,27' DRIVEWAY 0 DRIVEWAY— C ­125' EASEMENT TO 25' z LOT 4 25' ADJOINER :� rn 93,598 SQ. FT. 25t ACCESS (2.149 ACRES) LOT I EASEMENT LU 66642 SQ. FT TO LOT 1 ON , LEGEND I SEPARATE 1.4 (1.5-30 ACRES) %4' DOCUMENT FOUND ALUMINUM COUNTY i I SECTION CORNER MONUMENT to FOUND 1-1 /4" OUTSIDE DIAMETER 2 N am IRON PIPE rn 3 0 EXISTING-,, 1A N SET 1" OUTSIDE DIAMETER X1 8" a 0 Lu DRIVEWAY '*A,, a LONG IRON PIPE WEIGHING 1.13 ac 5 P k U 0 00 J.,BS./LINEAL FOOT I to 0 C "o 0 a 0 (a 4 I-P to '01 279.28' f1 3 25.00 --1-25.00'/ C'L gypp 64.27' 156.204 n 05-0 5 3 1' :5. N89*38'17"W 460.48 Z ICAP < a ILL N 460.AlVt�l AJ 0 C4 b.A PPROXIMATEJ 0 2 M V1 z WETLAND 0 L a , @ 00 40 3 %J 3 -0 BOUNDARY LOT 3 3 :03 '> Z 2 s Z _19 � 0 1 151,Ivy r 000 SQ. FT 1 "D W_ 110 a A ,r, /� (3.466 A CRES±) LOT 2 68, 000 SQ. FT:t. 3 0 0 (1.561 ACRES±) UJ /_*--100-YEAR FLOOD (A z NOTE: Lots are subject to + �� �w !� ! nifuture special assessments v for any upgrades and improvements to the road. xs C/) DRAINFIELD EASEMENT "-NOTE: Any land below the + TO ADJOINER 'q 0 ordinary high water mark 0 All of a lake or navigable z stream is subject to the public trust in navigable waters that Is established under article IX, section 1, of the state AJL SEPTIC constitution. 0 A4 TANK 07 WELL OF W ISO, ,pow' lm'bl z 00USE clj DOUGLAS J." 0 AL U ZAHLER 46-19.,, S-21 204-49, Lin 41 0 W co co APPROXIMATE SANDER LINE ORDINARY HIGH WATER MARK 12/23/2022 DRAFTED BY: MARK MCCLENATHAN PROJECT NO: 8184-001 DATE: 12/21/22 SHEET 1 OF 2