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HomeMy WebLinkAbout004-1028-30-200 lot 2CIP Ilepattr of afeh Se,vioes Divis1comm Indust J SOIL EVALUATION REP St. Croix County a Cornmunity Development In accordance withSPS385,Wis. Adm. Code County St Croix Attach e p n on paper not less than 81/2 x 11 inches in size. Plan must include, but rat limited to: vertical and horizontal reference pant (BM), direction and percent slope, Parcel I.D. . scale or dimensions, north arrow, and location and distance to nearest road. 0041028-30; Please print all Information. Reviewed I y nqPage 1 of 3 Date Personal information you provide may be used for second Pri Law, s. 15.(34(1)(m)). II 1 1 Property Owner Property Location ❑ bg LOUISZUPANCIC Govt. Lot SE 1/4 SW 1% S 12 T 28 N R 15 E (or) W Property Owner's Mailing Address Lot # 81odc=#_r CSM# ZiU�-7 z422 325^ ST 2 0l� IOU City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Knapp WI 54749 715 7724535 1 Cady 325' ST ®New Construction Use: ® Residential/ Numberof bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial — Describe: v Parent material Loess over weathered bedrock Flood Plan elevation if applicable N.A. ft. General comments and recommendations: Recommend a mound, having a centerline located on or near the 103.5' contour Boris # El Boring ®Poi Ground surface elev. 105.1 ft. Depth to limiting factor 21 in. k�l �Q Ga A.16, l Rife Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz -Etf#1 I -Eff#2 1 0-10 7.5YR 3/3 — sil 21gr mfr gw 2f 0.6 0.8 2 10-18 7.5YR4/4 — sil 2fsbk mfr dw lvf 0.6 0.8 3 18-21 10YR 516 — grsl lfabk mfr dw 1vf OA 0.7 4 21-54 10YR 516 Of 10YR 5/8 & c2d 10YR 6/4 grist lfabk mfr dw — 0.4 0.7 5 54-56 10YR 516 — IS Osg ml aw — 0.5 1.0 6 56-60 7.5YR 414 — scl Om mfi — — 0.0 0.0 21 Boring # ❑ Boring MPH Ground surface elev. 102.7 ft. Depth to limiting faLlor 21 in. � Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Stricture Gr. Sz. Sh. Consistence Boundary Roots GPO/Ff 'Eff#1 'Eft#2 1 0-8 7.5YR 3/3 — sil 21gr mfr gs 2f 0.6 0.8 2 8-18 7.5YR4/4 — sil 21sbk mfr gw lvf 0.6 0.8 3 18-21 10YR 516 — grls 2fabk mfr dw — 0.4 0.7 4 21-36 10YR 516 Of 10YR 5/8 & c2d 10YR 614 gris 2fabk mfr dw — 0.4 0.7 5 36-53 10YR 516 eld 7.5YR 5/8 & c2d 10YR 6/4 grsc lfsbk mfr aw — 0.2 0.3 6 53-59 10YR 7/3 — is Osg m1 as — 0.5 1.0 7 59-64 7.5YR 4/4 — scl Om mli — — 0.0 0.0 CST Name (Please Print) Signatu CST Number CHRIS FREDERICKS 71618 Address Date Evaluation ducted Telephone Number 499 4 1/2 Ave, Clayton, WI 54004 611/19 715.419.0127 3] Ong # ❑ Boring ® Pit Ground surface elev. 102.5 ft. Depth to linnifing factor a in. ' r N Q. l Horizon Depth In. Dominant Color Munseg Redox Description Ou. Az. Cont Color Texhire Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 'Eff#1 'Efi#2 1 0-9 7.5YR 313 — sil 2fgr ndr gs 2f 0.6 0.8 2 9-19 7.5YR4/4 — sil 2fshk mfr gw 1f 0.6 0.8 3 19-22 10YR516 — grsl 1fabk mfr dw 1f OA 0.7 4 22-35 10YR 516 Of 10YR 518 & c2d 10YR614 grsl lfadr mfr gw if 0.4 0.7 5 3540 10YR 516 — s Osg ml aw — 0.7 1.6 6 40-44 10YR 713 — fs Osg ml as — 0.5 1.0 7 44-60 7.5YR 4/4 — scl Om mti — — 0.0 0.0 1-1Boring # ❑ Boring ❑ Pit Ground surface elev. _ ft. Depth to limiting factor _ in. -CZM e , r raw . u�w Horizon Depth In. Dominant Color Munsoll Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz ,Eff#1 ` IM Boring # ❑ Boring ❑ Pit Ground surface elev. _ ft. Depth to limiting factor _ in. Sril Amlilat. Rath Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont Color Texhrre Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz -Eft#1 I -Eft#2 ' Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 5150 mg/L Bm, , -r.,p 0�1 reliwd- at 164- wrAef i �t'o�Ste� olr,✓ru�a ►,j Pr2,0P46Pry — 5 �-re 15 ApAA-SS t-AAb WtTH 5o�vtE SP*V- Oeecp Lo t`,+ ?5o acre s ± NOA17�l4 o 40 u- qo L-OL 15 Z.uPAr e'le PRo-4riL4y PCp ,.it 1o+ 2- se -SW- 12 GADY-r,��,1n15Hl� 5f ckorX Goua-rr N Bw12 I I r ����r9 cssr 9/G CERTIFIED SURVEY MAP THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 15 WEST, TOWN OF CADY, ST CROIX COUNTY,WISCONSIN. J� !4 0 3 20'9 I e^r I CSm-�o;9 -633 s-, r North 1/4 Corner PREPARED FOR. Section 12-28-15 Louis Zupancic 3/4" Iron Rebar 3 UNPLATTED 1,22 325th Street UNPLATTED Col m Lo M LANDS Knapp, WI 54749 LANDS �1 "i UNPLATTED I o i n LANDS i o ±11' N89'56'20"E 1297.13' 1323.59' ±16, NW corner of SE/SW fence 661.79' ±16fence 661.79: 26.46" ' 635-33 1n hoU® ashed I centerline septic dwy X LOT 1 m 440, 845 sq, ft. -� a I c M rn ev 10.120 acres 2 0 '0I M m incl. r—o—w m b tol `j to 421,591 sq.ft. I 04 b 9.678 acres I I UNPLATTED UNPLATTED Z excl. r—o—w LANDS LOT 2 630.38' 31'2 I LANDS 661.66' °^ I 1,320,325 sq.ft. N89.55'39-W v I 1 4 30.310 acres soil TT o incl. r—o—w Osts —1 3 T Co . I r1 1,298,605 sq.ft. I o !n a1 N b 29.812,acres 3 N L. excl. r-o-w I- U" I to e -10 Z N i tD Ln rn SW corner 33.001 I M 1 1290.05' " I N89'47'38"W of SE/SW � -- -- _ T 323.05 fence N89-47.38"W 1323.05' 1+10' South 1/4 Corner Southwest Corner UNPLATTED Section 12-28-15 LANDS Section 12-28-15 Aluminum Cap ---- 1" Iran Pipe UNPLATTED Each parcel on this map is subject to State LANDS and County laws, rules and regulatlonsli a DRAFTED BY: wetlands, minimum lot size, access to parcels, Joel A. Brandt etc J Before purchasing or developing any JB Surveying LLC, parcel, contact the St Croix County Zoning Office and Town Board for advice. ryy & SCALE: 1" = 300' 0' 300, 600' LEGEND North is referenced to the ........ Found Government Corner North -South Quarter Line a..........Set 3/4" x 18" Iron Rebar of Section 12-28a26'58"W 15 we 1.502 lbs./ lineal foot which bears S00 Sheet 1 of 2 Sheets (St. Croix County Grid System) •......... Found 3/4" Iron Rebar