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HomeMy WebLinkAbout004-1028-30-200 lot 4u APR 0 3 2023 Wiscorksin Depaqme.i, vI Oommercz- SCIL EVALUA71"ION R E F O RT Bjidinl: St. ��Fo.K L .01- jr7,,. 00be L 5 C 0 M M 6 1) Y V'k,:S, 1% L COUMV C Alta& cvmpiete site p�an v- pape., no. less than-, A I 4'Z x in'zi-ies it size. Pian, rn%st. ot lifere ion an c PaM�et' I 'D h,'*iude, bul, rtnleo- itd tvvtc;aand hcrtzcxnta� ref nce �oim �SVI direct' Percent scope, scale or dimensions, north arrow, cam locatior, and distance V_- nearest road, ZO Please print all infonnatiort. Date "; ,+� P"Orw, infonnatior v•ot: orov*e --riev be us*6 four saconaar� purpC*6.-- t"c:T!;va-_-,, L&,A: I c04 , Prowt�,, C**ner Property Locatioir Lot 1/4 5VV� ;4 I IN, R E rapet,y Ownfv's Maili. Ad3�rzss Lot Big it Subd. Name H 4.0moft 1 staie Zip. CWe pnx* Number �rmage own Nearest Roa-; ;.AAN Ilk jS6.$ ResjbenbaF /41umter of tedroxns Code de.Hved design k-m, rate Re u!)5- or Describe- Parert mareria I> FiPlain elevabor if applicabie OK it. Generaa ax rb= nww,-K a TB_tr Sovsterni T e ol YP o U*I 4::�vstern Elevation I Boring Depth �w, Ground surface eiev. ft. Depth to hmibngfractor Irl. SN j Appjicafio_ Rate if?. -RsI:iSx Descriptor, I extxe Structure Consistence Bounda:ryl Roots (031 P:),*f Boring Pit i I Hoezon DeptiDominar Ground surface elev. Ap;)i Depth to fimifing factor Soltfcabon Rate in. t CNor Munsell Redox Descripbor" -rexture Qu. Sz. com C�:gor Structure Gr. Sz. Sh. Consistence Boundary F Roots G P :D "T *EMI 'Eff#2 Yr <.. I, f �i Zrn, r rn a f000110A10i 1 V LA C,- r (A AIIA i NIA V P, ,— Fluent V = BOO, > 30 < 220 nvIL and I so ",a& Effluent #2 = BOD. < 30 7vIL and T&S < X r��L- CST Name (Please Print) Signature CST Number Bird Plumbing, 11'�C, Shaun Bird 226900 Conducted Date Evaluation onducted Teiephone Number 4 1432 120th St, New Richmond, W15 0; W 0 � --- -).., 43 — �� 715-246-4516 Property Owner _ Boring # Boring Pit Parcel 1D # Ground surface elev. qq :7 1 ft. 1P Page of Depth t0 limiting factor in. Redox Description Structure Va. I I M, M We M MIS' I M MfiVAFAffjA11F..MAVff1A1� E:1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnii Ar►niir�+ir%n Redox Descriptim Structure Consistence-, Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Aneliratinn Rate * Effluent #1 = BOD5 > 301220 mg/L and TSS >30 < 150 mgA- * Effluent #2 = BOD5130 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. SOD-8330 (R MO) k ? Soil Test Plot Plan Project Name Craig Rainey Shai Address 8448 Hila Trail S. Cottage Grove Mn 55016 R ird �'M #226900 Lot 4 Subdivision ------ Dat�/3/28/23 SE 1/4 SW 1/4S 12 T 28 N/R1 5 W Township Cady F-1 Boring Q Well PL Property Line County ST. CROIX BM or VRp Assume Elevation 100 ft. Top of survey iron $-vstem Elevation TBID H R pSame as Benchmark 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 COUNTY SECTION CORNER MONUMENT, AS NOTED FOUND 5/8 INCH DIAMETER IRON BAR 0 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 N FIELDWORK COMPLETED: MARCH 24, 2023 z C� ~ u x W .2 w U Lu Z J Ln >_ V) ©a SCALE: 1 INCH = 250 FEET o o O 250 125 0 250 B-1 SOIL BORING - - - BUILDING SETBACK LINE FRONT: 50 FEET SIDE: 10 FEET MINIMUM 25 FOOT COMBINED MINIMUM REAR: 25 FEET 940INDEX CONTOUR - — — — — — INTERMEDIATE 2 - FOOT CONTOUR C.B.A. :•. _ :-__- ;-. CONTIGUOUS BUILDABLE AREA 12 % - 25 % SLOPES NO SLOPES 25% OR GREATER EXIST ON THIS PROPERTY =N o zp � U VERTICAL CONTROL DATUM: NAVD 1988 NORTH 1/4 CORNER SECTION 12 z Ln w z FOUND 3/4 INCH REBAR W d== /' co u xx NORTH % rf E_E� 2 39 $ -1J t `` . �A R [�E N / P r D ETA-k L�L2 1 % _ . , ,�1� `''`-•.:"''4'"Z'_-y 'ill �� ziz bit __ _::m N_�11 ...... N�_ T. /6 _1� C-N _N /w - T'Z- I-/- 40 T- ,.-, �. � mo o^- � � } �� J � �- 33 ` 1 / =`--��_'�. � CRrE§ -,�" yn ' -: ` a ! SF 661:66 ` go- -5S3� 312: 630.38' r- J .- ..: - - .3 A :: o / N !f ::.:r`_ - :- - - -- `-_- - -' '-:: f - ` 3-= --r` _:_ .:j _;r :.... _ '- -- = , ' I a Qo/ y . ...'::: : _ - : ." .:r 1 �- - :f'�t yam"-.. _ .:. �--I- N ,N1 C.B.A. = 21.4 ACRES ` �•:-:�' :8-2' B-1 C.B.A. = 2.4 ACRES - - - - - - - - - - ................................................. �y� —fir c ka :La ....................... -_-_ ::-_- - • . -:. : - - _ : ; Loll : A 5 a AG N89 47 38 W'. 45 �jg� � �--. ��/�/ � � �-- -•' � �, SOUTH 1/A CdR R SECTION- �PU�E FRO TIES e e CONTOURS, SLOPES, CBA & SOIL BORINGS THIS INSTRUMENT WAS DRAFTED BY. JLV JOB NO. 8241-001 DATE.- MARCH 30, 2023