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HomeMy WebLinkAbout020-1065-30-001 Lot 5. . ............. ... �z w Oepartryieht of Safetyat �ofessional Services Page of rO L Di i i n- of Industry Services FSO jk PS SOIL EVALUATION REPORT AUG 18, 2023 � � T � In accordance with SPS 385, Wis. Adm. Code County St.Croix to. Attach complete site Ian on paper not tes,s than 8 112 x 11 inches in size. Plan must include, out not limited veical anO hQrizontal -reference, ppint (OM), direction and percent slope, Parcel I.D. scale or dimensions, ifdr-th Arr0w, and Jacattion to nearest road. 0 D1 Please print all information. R by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner. Property Location 0 Todd Mullinax Govt. Lot IN E 1/4 NW 1/. s 24 T 29 N R 19 E (or) W Property Owner's Mailing Address Site Address ortTM_>nd Lot #� 848 Yellowstone Trail Lot 5 City State Zip Code Phone Number El city El Village X Town Nearest Road Hudson Wi 54016 Hudson Yellowstone Trail _07 New Construction Use: R Residential/ Number of bedrooms 3/4 Code derived designflow rate 4501 GPD :]Replacement Public or comr ;c ia I- — Describe- Flood Plan elevation if applicable N/A ft. A4? Parent material I Qubnlasb .. General comments and recommendations: S I ystem Type:Conventional Some bands use .5 loading rate Boring ❑Boring 101.1 FEpit Ground surface elev. ft 125 Depth to limiting factor in. / elev. ft. ISoil Application Rate I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftl *Eff#1 *Eff#2 1 0-12 1 Oyr3/2 none Sl 2mgr mfr cs 2m .6 1.0 2 12-54 1 Oyr5/4 none Cl 2mgr mfr gw 1 f .4 .6 3 54-125 1 Oyr4/6 none S Osg MI n./a n/a .7 1.6 Boring # DBoring 101.1 125 ©Pit Ground surface elev. ft. Depth to limiting factor in, / elev. Soil Application 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 S1 2mgr mfr cs 2m .6 1.0 2 10-48 1 Oyr5/4 none sl 1 rnsbk mfr gw 1 f .4 .7 3 48-120 1 Oyr4/6 none S Osg rn I n/a n/a .7 1.6 ly CST Name (Please Print) Shaun Bird S' ture CST Number 226900 Address 1432 120th St. New Richmond Wi 54017/75/23 ate Evaluation Conducted 1 Telephone Number 715-246-4516 Effluent #1 = BOD > 3015 220 mg/L and TSS > 30<_ 150 mg/L Effluent #2 = BOD, 15 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) 46 ❑ Boring 103.3 F-3 Boring # ® Pit Ground surface elev. ft. Page of Depth to limiting factor 125 in. / elev. ft. P 9 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 10-52 10yr5/4 none SI 1 msbk mfr gw 1 f .4 .7 3 52-125 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 Armlication 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 s 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS 5 30 mg/L Soll Test Plot P .0 Project Name Todd Mullinax Address 848 Yellowstone Trail Hudson Wi 54016 Lot 5 Subdivision ------- NE 1/4 NW 1/4S 24 T 29 N/R1 9 W F� Boring 0 Well 1"L Property Line Ilk BM or VRp Assume Elevation 100 ft System Elevation TBID Scale = 1/4" = 10' Yellowstone Ti-ail / CSTM #226900 to 8/15/23 Township Hudson County ST. CROIX Top of survey iron *HRpSame as Benchmark Line 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 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 SURVEYOR: 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 CQUNT , WISCONSIN. , • 2920 ENLOE STREET HUDSON, WI 54016 -� �b�rl, > ~ -� _ PREPARED FOR: i --- - y__=:::__ o �� _....: _ , :_� TODD MULLINAX_�g J =:`. ��:_� - 848 YELLOWSTONE TRAIL �� I - -- - ............. lot HUDSON, WI 54016 r Z _..__..... ... ------- HUDSON, T ,�° \� : --:a:: ::::::::: .. .......-- - =--== - ------------- w NW CORNER °� �f r `" =W � : ;:;.:._:::-: SECTION 2__::: :___-:_ _ --- Q '� -" - -8--=-: -:- yoo ca ---�.: --- 537 LEGEND c 1 T N O C P-DRIVE �r 0 - - .1 w ___= :::_:- _- ::::-207.13 --- - - ._. FOUND COUNTY S °�/ �4 y G-� :_ :_ - i �' - -c : "o:::;---Zzp ::.:::___=:=_.___`-'-==-=:::::::._:: _::-:_:_:::::::.:: SECTION o ��� - = GRES_ - - �" - - - - - - = db - C 2 : - _ -- .- - CORNER --- - - � MONUMENT, o r_ T, AS NOTED 4 _ --1• �� - -�-- :=� - _ .-ro_ - - - -- - / �-- FOUND 3/4 1NCH DIAMETER .'_.: {y_ �f _:� o: f -----. :::-:=::== :::=_.::-_ U IRON BAR 5 LLI =:: . .:: ::::::::•: _ - - L FOUND 1-1 4 INCH OUTSIDE % ` O -V`� p --- -:- ::-= - �9 Q J �: .R• _ G?� Z / - J:- c. Es. ups: `::: = - x :::.:_:...: - - IRON PIPE '� j �QZ. I /' O�� �• �� �-'"0't 3a PG R------------- DIAMETER : --`. :::: -4.16' T�e1F m FOUND 1 INCH OUTSIDE r % 0000 - GQ.P• 5r� 8=3f _ - - ::-=:_:_._, IRON PIPE �' I �Q / `h /'< 8vo 'S�y - $-:j _ -:------------------ DIAMETER_::_:- c�c:- S 1 INCH OUTSIDE DIAMETER BY ___. _. , 18 INCH LONG IRON PIPE, WEIGHING _ 1,13 LBS. PER LINEAR FOOT pb° \ �� �,vti� �� f� /;W �::::-::::: - ._:: 1 :t_:-_::: =y_:= ��p�,/�, O PROPOSED DRIVEWAY C�� �Q�� ` �f ` i ► : - -_�- �� ry cv = U z LU SOIL BORING :: • ..._: <� �, co BUILDING SETBACK LINE - �' -�,1 j� �'I ���,-,r of-fifr��., :1 �`` -_-�::.:� ;- - ` 1-1g�' 3 , Q- //v3 ' i ���` Q�►�' ./} S - � � � Zow a� w Z�w FRONT: 50 FEET wz w- ° I SIDE: 10 FEET MINIMUM p --. C� 25 FOOT COMBINED MINIMUM cv` �t 1 l ✓ �, = L_ U / _ w z . w w m co Q I N �g �0. � ) 81 �. = Z a REAR: 25 FEET � w ............... �-� „�,_w` w w w O /�Vy O �~ w 0I[if940 INDEX CONTOUR �" �, ��r� ��,�</ e uJ a w w w z INTERMEDIATE 2 - FOOT CONTOUR O // © / o p S 1/4 CORNER - =, - a - : z z , /2�0 �/ �Q' SECTION 24 z z = U LU C.B.A. :_: ___ :__ CONTIGUOUS BUILDABLE AREA <`��° olo E���PyS (��°/ m�N0 CT 12% - 25%SLOPES � v �a G' 1--�— SCALE: 1 INCH = Z00 FEET �' U, CD ---' ----- zl z � -�� WAY 1.? _ - �-- - �"� �, HIGH 1, _ �— -- 200 100 0 200 I SOIL TEST AREA l--f-- ! _ 1 VERTICAL CONTROL DATUM: NAVD 1988 L-----------j CONTOURS, SLOPES, CBA & SOIL BORINGS Mullinax Property Legend Tax Parcels Towns Cities Villages Sections ❑ St Croix Go Other Counties Lakes and Rivers Rivers and Strear Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way I Railroads N i I I I I 0 100 200 300ft 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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