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HomeMy WebLinkAbout020-1065-30-001 Lot 6-7 U r�nsin Department of Safety and Professional Services Page of Division of Industry Services Sp AUG' 1 8 2023 SOIL EVALUATION REPORT Gj; 202 q3 In accordance with SIPS 385, Wis. Adm. Code County St.Croix Attach complete §ite FHan-on paper not less than 8 �1/2,x 11 inches in size. Plan must include, but not limited to-.ve?i�-an I d ho6z'o'ntal. reference (BM), direction and percent slope, Parcel I.D. A scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. F6viewed b t -10""' //, i (, a� Personal information you provide may be used for secondary purposes (Privacy Law, s. 1 5.04(l)(m)). 1745 � Property Owner Property Location ❑ tY J Todd Mullinax Govt. Lot NE NW 1/, s24 T 29 N R 19 E (or) W Property Owner's Mailing Address i96 Site Address or and Lot 848 Yellowstone Trail Lot 6 City State Zip Code Phone Number 1:1 city ❑ Village Town Nearest Road Hudson Wi 54016 Hudson Yellowstone Trail 7E New Construction Use: 0 Residential/ Number of bedrooms 3/4 Code derived designflow rate 45QjfiGPD Replacement Public or co ercial — ibe: Flood Plan elevation if applicableN /A ft Kr -7-P Parent material. Outwash T[Af" V� General comments and recommendations- System Type:Conventional Boring # 0Boring 99.8 125 ©Pit Ground surface elev, f t . Depth to limiting factor in. elev. Soil Armlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff-#1 *Eff#2 1 0-10 1 Oyr3/2 none Sl 2rngr rnfr cs 2m .6 1.0 2 10-30 1 Oyr5/4 none Sl 2rngr mfr gw 1 f .6 1.0 3 30-54 1 Oyr5/4 none Sl 1 msbk mfr gw 1 f .4 .7 4 54-125 1 Oyr4/6 none S Osg Ml n/a n/a .7 1.6 Boring 4 ©Boring 101 .5' 125 RN Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Ar)Dlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-10 1 Oyr3/2 none Si 2mgr mfr cs 2m .6 1.0 2 10-48 1 Oyr5/4 none Sl 1 msbk rnfr gw if .4 .7 3 48-120 1 Oyr4/6 none S Osg Ml n/a n/a .7 1.6 CST Name (Please Print) Signature CST Number Shaun Bird 226900 Address Da valuation Conducted Telephone Number 1432 120th St. New Richmond Wi 54017 8/lte23 715-246-4516 Effluent #1 = BOD > 30:5 220 mg/L and TSS > 30 �:- 150 mg/L Effluent #2 = BOD, :5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) Page of ❑ Boring 100.4 t limiting factor 125 in. / elev. ft. 3 Boring # ®Pit Ground surface elev. ft. Depth o g Soil ADDlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-10 10yr3/2 none SI 2mgr mfr Cs 2m .6 1.0 2 10-42 10yr5/4 none SI 1 msbk mfr gw 1 f .4 .7 3 42-125 10yr4/6 none S Osg ml n/a n/a .7 1.6 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil ADDlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil ADDlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L Soil Test Plot Pl Proj'e(1 Name Todd Mullinax S n Bird Address 848 Yellowstone Trail Hudson Wi 54016 Lot 6 Subdivision ------- NE 1/4 N W 1/4S 24 T 29 N/R1 9 W El Boring CD Well Pl, Property Line IL B.N1 or N710' Assume Elevation 100 ft System Elevation TBID Scale = 1/4" . 10' Yellowstone Trail TM #226900 Da E8/15/23 Township Hudson County ST. CROIX Top of survey iron * H R p6arne as Benchmark 101.5 1 45 1 301 100.5 1 *. M. El 99.5 1 5 10' Property Line ?00 1 4% Slope CERTIFIED SURVEY MAP LOCATED IN PART OF THE SE 1/4 OF THE SW 1/4 OF SECTION 13, PART OF THE NE 1/4 OF THE NW 1/4, PART SURVEYOR: OF THE NW 1/4 OF THE NW 1/4 AND PART OF NW 1/4 OF THE NE 1/4 OF SECTION 24, BEING LOT 1 OF A TY DODGE CERTIFIED SURVEY MAP RECORDED IN VOLUME 28, PAGE 6476, DOCUMENT NUMBER 1062896, ALL IN T29N., S & N LAND SURVEYING, INC. R19W. TOWN OF HUDSON, ST. CROIX CQU-N WISCONSIN.• 2920 ENLOE STREET \or HUDSON, WI 54016 M. } ` --,��\ °� �. �1 \\--� I s: :_ - --------- ..... PREPARED FOR: - ----- --- - - 4' ...... ...... O� ........... ...... - ----- --------- TODD MULLINAX 848 YELLOWSTONE TRAIL 'Z1 ---------- HUDSON, WI 54016 0() . . . ... ........ ....... ............. ------------ Nc ----------------------- ...... -- --- ------------ --------------------- Co s---- -- ---- --- -- I ................ .. . . ............. .. w -:�7 ----------- 4-- ---- -- NW CORNER ........................................ ------- ------- < z 17 ----- --- ... SECT .214 SECTION 21,�._ SE -A .4- --- ------- ............ ----- ------ - ----------------- 0 4,E 1 I&A C'4 ❑ -----------­----------­- - ------ ------- ........... ................... C? ------------------ — ------ ------- ....... 3% ------------------------------------------------------------------ L S17045'46"E LEGEND I P-DRIVE A I I .. I I .. 1 -1 ..... .... 7 N� c 'Lv -- ---- : A ....... ................ ........ :::::::':::.:::- - ------- ----- ----------- ---- ­­ ........ ------ . ....... . --------- 0-- ­ ­ .. ---- --------------- FOUND COUNTY SECTION P% I -, -------------- r -74 --------------- 4 --------------- ------------ 0 Cad ------------ CORNER MONUMENT, AS NOTED ---- ------ H uj --- ------- ----- .... .. ---- ------ ............ FOUND 3/4 INCH DIAMETER ;;- ��' --- ------- I ........... --- Ar. -------- ---- b------O' �A- : 0,A 10 ------ - -- 0 IRON BAR ... ... IVELL- 0 ...... ----­---­- .... .... 6 �4. 1 -1/4 INCH OUTSIDE IVY C. FOUND 1 r % ) I ) n 3�O cl,4� DIAMETER IRON PIPE ------------ ---------- -- 21 ss ------ - ---------------- FOUND 1 INCH OUTSIDE 0- - ------ DIAMETER IRON PIPE \cj / � / / + --­----------------- -- O j t3► 1.3 ... ... -12 --------- - --- I .. .......... ---------- G wi,411 SET I INCH OUTSIDE DIAMETER BY ;:4 LIJ 0 .................. N �_�c -- -------- ----- ------------------------- % .. ..... CL m 4C f� -------- G 6. 18 INCH LONG IRON PIPE, WEIGHING - -------- m ......... ...... ......... - ------- -- ---- --- .......... z ------------- -- --------- ---- - 0 U) --- ------- - ---------------- LJJ w 1.13 LBS. PER LINEAR FOOT ez \.�\ � %� � - , I j �&_ - j 7 r "Pt v PROPOSED DRIVEWAY \3 . . ...... cN, Iv--*_ -N ------ r14 j .1 - ---- A 0 U) Lj >_ SOIL BORING -4 ------- s�� %3: BUILDING SETBACK LINE V-\' 1 5Hof, J, _.�r,C) © w w 9_ (y) 'X�o Lij -'t c) nc LLI L.LJ z SIDE: 10 FEET MINIMUM V ov� FRONT: 50 FEET Ay 25 FOOT COMBINED MINIMUM LU W W co 0 f— )H/ LL REAR: 25 FEET C) LJ_ 0 ................... u- 0 W Lu LL 0� _940— — INDEX CONTOUR L n 0 "Zt W 0 < >_ LL -It 1-- 133�\ co w w z r-i < . in ZD 0 INTERMEDIATE 2 - FOOT CONTOUR S 1/4 CORNER cf) _:1 0 ��_ z \\O I Z z (D z SECTION 24 %-,1 ui X LU C.B.A. CONTIGUOUS BUILDABLE AREA < elf 0 ------------------------------- LL C) w 0 -------------------- 01 LL CO Z CN C) -0 25% SLOPES Ul SCALE: I INCH 200 FEET 12% ------- — CD r - — — — — — — — — --- 12 ul CD 200 100 0 - 200 I U.S. q I I SOIL TEST AREA -------- VERTICAL CONTROL DATUM: NAVD 1988 L- — — — — — — — — — - CONTOURS, SLOPES CBA & SOIL BORINGS Mullinax Property Legend Tax Parcels Towns Cities Villages -- Sections ❑ St Croix Co Other Counties Lakes and Rivers Rivers and Strear US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Railroads N i i 1 0 100 200 300#t DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. 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