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HomeMy WebLinkAbout020-1065-30-001 Lot 8Mullinax Property Legend Tax Parcels Towns Cities Villages Sections St Croix Co Other Counties Lakes and River., Rivers and Strea Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way i i I 1 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. n�ino: Dale Pr;n'ed. O9131i23 12:40 PM Sturces 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, R19W TOWN OF HUDSON ST. CROIX COUN • 5 & N LAND SURVEYING, INC. ��r WISCONSIN. , 2920 ENLOE STREET Vt HUDSON, WI 54016 � ��o� :r: PREPARED FOR. ��.� L - --=-::---=-• ... TODD MULLINAX -(�,c, - - = - _. _ __... 848 YELLOWSTONE TRAIL ��� *<4 \ I _�•_..----__-__-" --- - 7:}:_..: _:: _ :'::=::_.: ESQ HUDSON, WI 54016 �CN �� _ -:=:::::.-:: - _ �+ to co ' 3oQ12 :_:�:: -:=T : _- _:' :: = ='"--- - GRES ::- ::._--_-:- __------ _..co o = t -= : ,��,1:__-_=�................. - NW CORNER �° \ 1 `Ft[ i 7 :Z - -_-----(i_::_::. _ 1 Q SECTION 2 � + =+'- ----;:;::�._::..:;_-:=£CFf©N 24 ----- ---- _-_- dCD a , 6 I �� a I !_ --_ _ : -- :.-'::'-=--? � :�:_ ;� - - 3' a - ____________ ________ ,__ -__ -_-_----:_-:�::_� � � 5 � t ,t el - LEGEND o � Y� O , $ = -: __1--- - r- -:::'_ = 9 �* :. .:_-::: ._.. -- -- - - 17 45 46 E ��u, P-DRIVE 1_ - __...:.-.•- :. - -_.._. _ __ 6> > 207.13 ' -- : - _ .. P-Oil FOUND COUNTY SECTION (j a 1 _ ES_ crt f _ _ ---- CORNER MONUMENT AS NOTED o �� �o : 'Z:: == : _: ,, O -` _ ___ _O ..-_ .___ Y __ ___ _ _ - : - _ = O _ -_ _ : ---------- FOUND 3/4 INCH DIAMETER _::::: _ -- :__.:::::=--.-` _ . Lu / IRON BAR 1 _/--.::::: �(�• / -- - -`- =:.: - -- -- rn - - FOUND 1-1/4 INCH OUTSIDE i �, Q �' CJ'VM / p ,'� r =: : _::. g.P• _--:--`- :::.-:.-:::-'---'::::: �9�� Q DIAMETER IRON PIPE % = �'Q/ O o,Z % , . QT 5`_ :__ 3a Pe.._.--�'"- _ 14.16' Tye�F FOUND 1 INCH OUTSIDE % l� `t O % / -�g.P• 5 -1 '� =t - - -= DIAMETER IRON PIPE +I '�O / f%; 3$ ' . = _----:-:- ,.:_::== -- _:== SET 1 INCH OUTSIDE DIAMETER BY:_-------------------------------- VA.-:�6 LL1 18 INCH LONG IRON PIPE WEIGHINGi2::: vo 'Er = �:: �:::::::: .::.: ..5 O 1.13 LBS. PER LINEAR FOOT O�°i EX �EV� / N ": - --:-::::=_ " - _ - : -:_. _�� - - �::::::_ -- : � P� ��jj2„� p -� LLJ PROPOSED DRIVEWAY C�� Ca4�� �� i < :� __ ---- ,_ - �� c„ ry = U = LLI SOIL BORING==.. :.�- - i w O > V- f cn BUILDING SETBACK LINE I ,`V. f w _ -' _� __ ��i/� A/ _ ` ❑ W W w cr i ,c FRONT: 50 FEET � - '_. ► M + �r -; ,��� Q f 'r t U z G� SIDE: 10 FEET MINIMUM �` i 1 \ �� 1 �� G '�� ( Z z w ov p �q J 1 t t. 1 ti m 2 0 25 FOOT COMBINED MINIMUM �,t �r `�� I % 1 l ✓ �\�1 _=ti=; } _ ` Q �' 1 1 _ ��' _ . w m LL REAR: 25 FEET u a i 1��` `?'��' C `L p ~ Iw uii, �I / O u- Cr 940 INDEX CONTOUR , 3 �df ��� =_ �_ ; uJ O w w Q w z r�i ' + SSE / �` �� ���� `� Q77 ❑� INTERMEDIATE 2 - FOOT CONTOUR O ' © /" o p S 1/4 CORNER "' cn — O — z S 1 /2�4 �'j ` z z O U ---------------------------------- -- - - - - z SECTION 24 = z = U CoB,.A, = : _ _ 40 CONTIGUOUS BUILDABLE AREA _ �G Q 0 0 12f - 25/ SLOPES , �— n l - SCALE: 1 INCH - 200 FEET r----------� �� z �— �-- IC HWAY 12 �- — — un 200 100 0 200 1 1 U.S. H �— - — ---- I I SOIL TEST AREA l--�— _ - VERTICAL CONTROL DATUM: NAVD 1988 L-----------, _ _1 �` ------- CONTOURS, SLOPES, CBA & SOIL BORINGS N Project Nam( Address Soil Test Plot P Todd Mullinax 848 Yellowstone Trail Hudson Wi 54016 Lot 8 Subdivision-----_- jCSTM #226900 to 8/15/23 NE 1 /4 NW 114S 24 T 29 NIR19 W Township Hudson ❑Borin� Q Well PL Property Line County ST. C RQ IX BM or VRP Assume Elevation 100 ft. Top of survey iron System Elevation T B D * H R pSame as Benchmark Page of 3 Boring # t ❑ Boring 109.2 0 Pit Ground surface elev. ft Depth to limiting factor 40 in. / elev. ft. P 9 Soil Annlication 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 0-8 10yr3/2 none SI 2mgr mfr Cs 2m .6 1.0 2 8-40 10yr5/4 none CI 2msbk mfr gw 1 f .4 .6 3 40-48 10yr4/6 Limestone R ------ ---- n/a n/a n.p. n.p. Boring # E] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Annlication 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. ;nil Annlication 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 5 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L V f�;=' y `'•.-� isconsin Department of Safety and Professional Services Page of Division of Industry Services i y P AUG I SOIL EVALUATION REPORT s- In accordance with SIPS 385, Wis. Adm. Code County l St -Croix Attach complete site plaza on paper not less, than' 8 1/2 x 11 inches in size. Plan must include, but not limited to', vertical- and horizontal reference point (BM), direction and percent slope, P rcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. V--- -- "1 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)). I , Property Owner Property Location ❑ 0 Todd M u l l i n ax Govt. Lot NE 1/4 NW '/4 S 2j T 29 N R 19 E (or) W Property Owner's Mailing Address Site Address o CSM qnd Lot #: 'vi lr 848 Yellowstone Trail Lot 8 City State Zip Code Phone Number ❑ City ❑ Village 0 Town Nearest Road Hudson Wi 54016 ( ) Hudson Chippewa Path 7 New Construction Use: Residential/ Numberof bedrooms 3/4 Code derived designflow rate 45o16GPID �j Replacement ❑ Public or cpnmercial — Describe: Flood Plan elevation if applicable NIA ft. 'anent material tills over limestone Mi�.yk PLAC, general comments and recommendations: System TyOe:MOund Boring 013oring 105.9 36 1 g # Pit Ground surface elev. fL Depth to limiting factor in. 1 elev. ft. Soil Analication 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 0-12 1 Qyr3/2 none SI 2mgr mfr cs 2m .6 1.0 2 12-36 10yr5/4 none Cl 2mgr mfr gw 1 f .4 .6 3 36-48 10yr4/6 Limestone R --- ---- -- --- N.P. N.P. 2 Boring # []Boring 109.2 32 IN Pit Ground surface elev. ft. Depth to limiting factor in. I elev. ft. Sail Annlic2tinn 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 0-12 10yr3/2 none SI 2mgr mfr cs 2m .6 1.0 2 12-32 10yr5/4 none Cl 2msbk mfr gw 1 f .4 .6 3 32-48 10yr4/6 Limestone R ------ ----- ----- ---- n.p. n.p. A, If CST Name (Please Print) Signat CST Number Shaun Bird 226900 Address DV,�( valuation Conducted Telephone Number 1432 120th St. New Richmond Wi 54017 8/3 715-246-4516 * Effluent #1 = BOD > 30 < 220 mg/L and TSS > 30 <_ 150 mg/L * Effluent #2 = BOD, <_ 30 mg/L and TSS 5 30 mg/L S B D-8330 (R04/21)