Loading...
HomeMy WebLinkAbout004-1028-30-200 lot 3APR 03 2023 'ALUATION REFORT S 1 L EV Divsior. 04 Safe#,, and sjildin�s 6 T -2023—a io'. 96�n:"s ao M, -r, 8 kl-kls r-,. cc6e C,-, M III-] -, I - ,�, 1. .! , '' i L tfnchee ir. size. Pian, nust.kt�.a&, c*mpiete site Pi in�uciez, but rvot firnitk tc- ve-n-cai and honzorita: re-,"erence �oim direction, anc I Pam Y Peroent siope, scale or dimensions, nortt arrow,, an,,-. locat�r and distance tc newest road. 1 ti 1) J Please print all informatior, kle, Penont Informstior, vck: prrovi6e 'nRY tw- use6 tcK secandarr purposes 'Privacy Law, i P 4-01 g cr Of Date ate I Propwty, Ovner i Proper Locatio.- Cv 5W CZv��, LO, t E r 17Z1OZAf:n 1!4 t La SOCK j Subd. Narr* 4 �i MAI, cjtv 106e Phane Num-ber �Afllage S,60� Zip 1-1 city w1own Nearesf Road IV Of Neo aoristrjcta-, L se Resibental Number o;'tedroxnc Coje derived design fiow rate ,�._. Puiic or oxn�ne--4 - Describe- L7. Re;�&3ernent ParerVt materiall c5oo Plain eievatio- if p aplk;abi- 17) CWW;E�' =nMWdS %`,-PvSte"m Type Evstem Elevation TBD Boring L acnng # cif Ground surface elev. rq ft :�pth tc, fimibng factor 4-uI 4nrlinafimn Rats Hortzon Depth in Dcminant C'Norl Re_c►3x Description unseff f 0--L, Si.-r- Cont C4k) 11extre Structx.e Consistence i Gr. SZ_ Sh. I SOUndary I ROOtS GPOM *Eff,#1 *Eff#2 ?M 'ID I f Ekxlng # Boring Pit Ground surface elev, 10 Depth tc limiting factor in. 1 Annfirnfinn Ratp. Hoftm Depth Dominant CNo:- in. Munsell Redox Des�pbon 2�df. %Eiz. GO -It. GalaGalaGr. exture Structure Sz. Sh. Consistence i Boundary' Roots GPD/fF *Eff#1 vEff;* 1 ff / - �' j/j jj4 1 0 Yr 1,1VIA 6.AL f art-W < 1� % Effluent BM. > W < 22C., "'SS > 30 Effluent #2 = BOO, < 30 -,VL_ andr 'SS < K "InglL CST Name (Pieese Print) F<CST Number Bird Plumbing, 'Inc. Shaun Bird � 226900 Date Evaluafioru�,�onciucted Telephone Number Address 11432 120th St, New Richmond, W1 540-4 I715-246-4516G Property Owner Ong # Boring Pit Parcel ID # Ground surface elev. ft. Depth to limiting factor in. Page of Rnii Annfirt2tinn Q-m4n ism7EMILIm9momrMuli i�� Ifil T Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Apalication Rate cture Boring # ❑ Boris Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Aodication Rate Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 ,� 150 mgA_ ' Effluent #2 = BODs ,� 30 mg/L and TSS ,!i 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. SOD-8330 cR-6100j Soil Test Plnt Pl I ft Project Name Craig Rainey Address 8448 Hila Trail S. ('nttn in (,rove hAn r;r;nl P, n Bird g STM #226900 Lot 3 Subdivision ------ Date 3/28/23 S E 1/4 S W 1/4S 12 T 28 N/R1 5 W Township Cady 0Boring 0 Well PL Property Une County ST. CROIX BM or VRIi) Assume Elevation 100 ft. Top of survey iron System Elevation TBD *HRpSame as Benchmark M U180 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 15 WEST, TOWN OF CADY, ST. CROIX COUNTY, WISCONSIN; BEING LOT 2 OF THE CERTIFIED SURVEY MAP RECORDED IN VOLUME 29, PAGE 6672 AS DOCUMENT NUMBER 1086326. LEGEND s COUNTY SECTION CORNER MONUMENT, AS NOTED A FOUND 5/8 INCH DIAMETER IRON BAR O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT (N89°26'20"E 661.80) PREVIOUSLY RECORDED INFORMATION P-DRIVE PROPOSED DRIVEWAY FIELDWORK COMPLETED: MARCH 24, 2023 z 0 U X ui z W z u V)>- L� _ o a SCALE: 1 INCH = 250 FEET o 00 "' ©� uj U 250 125 0 250 C.B.A. B-1 �Ll goo SOIL BORING BUILDING SETBACK LINE FRONT: 50 FEET SIDE: 10 FEET MINIMUM 25 FOOT COMBINED MINIMUM REAR: 25 FEET INDEX CONTOUR INTERMEDIATE 2 - FOOT CONTOUR CONTIGUOUS BUILDABLE AREA f�" fr if :''•ffjffj,'f./j/�' 12% - 25% SLOPES NO SLOPES 25% OR GREATER EXIST ON THIS PROPERTY = oN z Q ac o r U VERTICAL CONTROL DATUM: NAVD 1988 NORTH 1/4 CORNER SECTION 12 z En La W z FOUND 3/4 INCH REBAR cc NORTH fL J ,-- - � 1 C-ARP,EN/PLA DE T L27-M) ------ t1v 1`- 1 190 j �� = r r : e i ►l t:_D:#llt: -- So -=a — �` 8_ W3� 66.1.-,66 /��'�`="`-''t • 1r7965 `� :r`.=:.`':-`:'`-' ;'L �' `" `630.38' NL f C.B.A. — 21.4 ACRES:= - ---= �. ;__ B-1 . C.B.A. = 2.4 ACRES _ _ /.._......-. .. ._..... JJr/y • . y� •`�� • _ �+ti,J. -: -.. _•:' -. L -::: ') ':.•.:-.:•.� -:-.: _ • _ _ • •-i 'J- _' _ •�.`.: •....�.{��JFir11F�_ -- • -_ ..------- .. __ .......... ---- ------ --L.- .'Z '.�---- - O SJ -:: :. N - :- o - - - - • ::: r: - 4-1 _ �-:::•: _-:: _ 13 ,pop 1 w _ - /0,`0 4 N8901A 11W � ..05yoll— SOUTH 1/.4 Cdll R StCT-ION.12--/ o C' JPULE FRO TIES- CONTOURS, SLOPES, CBA & SOIL BORINGS THIS INSTRUMENT WAS DRAFTED BY: JLV JOB NO. 8241-001 DATE: MARCH 30, 2023