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Home My WebLink AboutCST-2023-194 018-1061-80-000vwsconsm m 5ate[�(ape weTwA tonal cervices rage i or - Division of I Li ' V SOIL EVALUATION REPORT C 5 % I In accordance with SPS 385, Wis. Adm. Code County JUL 10 2023 STCROIX Attach comdlete site plan on paper not less ttu,n 8 1/2 x 11 inches in size. Plan must include, but not limit#d to: vertical and horgpl�ttal reference point (BM), direction and percent slope, Parcel I.D. n �95'" 018 1061 000 (proposed to be s lit scale or d' north arrow.: on and distance to nearest road. U Please print all information. R , b Qate } Personal information you ide may be used for seconds Priv Law, s. 15.04 1 m .rl/r Property Owner Property Location ❑ TROY JENSEN r` r' Govt. Lot NW % NE '/. S 27 T 9 N R 17 E (or) W Property Owner's Mailing Address Lot # Block #Tnew utxt. Namur CSif# �, "_ ro 2 SM2482170 AVE- City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road EMERALD Wl 54013 612 202-5341 L 1HAMMOND HWY 12 ® New Construction Use: ® Residential / Numberof bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material GLACIAL DRIFT & SANDSTONE BEDROCK Flood Plan elevation if applicable n_a. ft. 7n�0 G corn nd recommendations: RECOMMEND A MOUND ORIENTED FROM B1 TO B2 (<1 % SLOPE),"�5' CONTOUR 11), . OJT 1 i i 1 n Lea V1 i)G LI Boring 1 Boring # ® Pit Ground surface elev- 94.8 ft. Depth to limiting factor 50 in. Snit Annli"tion 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 0-17 7.5YR 3/1 — 1 2fsbk mfr dw 2f 0.6 0.8 2 17-36 1OYR 4/4 — sit 2mabk mfr gw 1vf 0.6 0.8 3 36-50 2.5Y 712 — fs Osg ml gi — 0.5 1.0 4 50-65 2.5Y 7/2 cld 1 OYR 6/8 fs Osg ml — — 0.5 1.0 [i] Boring # ® Boring ❑ Pit Ground surface elev- 95.9 ft. Depth to limiting factor 32 in. Cna A— i—finn Rats Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots GPD/Ftz 'Eff#1 -Eff#2 1 0-17 7.5YR 3/1 I 2fsbk mfr — 2f 0.6 0.8 2 17-32 10YR 4/4 sit 2mabk mfr — 1vf 0.6 0.8 3 32-36 10YR 4/4 f1d 7.5YR 5/8 & f2d 7.5YR 5/4 sit 2mabk mtr — — 0.6 0.8 —11 end TCC An < 15n rmll r-TIIUCnI W 1 - GVv, Jv cc - - -- - - - CST Name (Please Print) Signatun CST Number CHRIS FREDERICKS 71618 Address Date Evaluation Conducted Telephone Number 499 4 1/2 Ave, Clayton. -WI 54004 6 / 11 / 2023 715.419.0127 -- -- - --- SBD-8330 (R04/15) I 1 Boring # IN boring ❑ Pit Ground surface elev. 95.6 1t Depth to limiting factor 31 in. Snil Annli n inn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr_ Sz_ Sh. Consistence Boundary Roots GPD/Ftz *Eff#1 *Eff#2 1 0-15 7.5YR 311 1 2fsbk mfr 2f 0.6 0.8 2 15-25 10YR 4/4 sil 2mabk mfr — 1vf 0.6 0.8 3 25-31 10YR 4/4 sl 2mabk mfr — — 0.6 1.0 4 31-35 10YR 4/4 f1d 7.5YR 5/8 & f2d 7.5YR 5/4 sl 2mabk mfr — — 0.6 1.0 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annliratinn R71a Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz *Eff#1 *Eff#2 F-1Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlicatien 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 * Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L -�*qUto-�, -+01 �tvcd 1N��1SG� No �9b 0 A ,fib r z m !0)74-/ .)5-2 41Nv�c� ycio„) 41r+s�M^�- ar��wr►�wd -V 0# ,0,00l - 1M9 Z Z < ,QlW7Oco = Z V > i--- Q � 11J r� IX of > W wzLU om ~ O =) _ �N pN��Z Fit � CL Z w o V w U� <Z= v0 o'O 6q 1—o F-I-oo0 wr; Zpui p Q cv v W =Z0M¢w =1=a�LD [� Z a: 0 LL 1� W�o�r- �oz0LLJ OF-0< W �= - 0 0 Q�Nz �a3m o Northeast Corner North 1/4 Corner UNPLATTED "12" UNPLATTED Section 27-29 15 LANDS US Highway LANDS Section 27-29-15 Survey Mark Nail ______—__—_—_—_ ______ — i s"t — N89-58'39_E Ve Survey Mark Nail _______ _____ _ -___t_______________M—__ _ _ __ _ _ _ ____ _ -- - — - - — - 2630.46' 11 (45.00') N89'45'08"E 771.03 - 45,36' �1 204.40(7711.30)— (N69 S5'E) 566.63' S00"09'06"E (S00103'W) N i J 76 feet of the wooden fence (� LOT 2 m is over the property lire. \ 1* ` acin 98, 415 lt. rn 3.6 feet at the north end p \ 6d , ?Bir, `s*r+ sq. 'ey °s 2.259 acres v r' \ s 4'a �• y _ M c P \ sc 3 n well 5 mh Q0 P LOT 1 s� ` 0 ; z 118,371 sq.ft. Ga� 2.717 acres -Sal t3; N PREPARED FOR: Troy Jensen 4 2482 170th Avenue Emerald, WI 54013 o O Ia, la, o;N Completion Date June 2023 °i IN fI South 1/4 Corner T Section 27-29-15 Survey Mark Nail K 35578 Soltests• Lot 3 LOT 4 csM 7/,eas 114.352 sq.ft. 2.625 acres 485 30' S89.58'13"W (N89'49'20"W) S89'45'08'W 104.71 S N89'45'08"E 130.00' r i , 3 o,ro N 1 it 00o N h O O o n UNPLATTED LANDS Line Data L1 N00 09'O6"W 39.76' L2 S00'09'06"E 69.06' Each parcel on this map is subject to State and County laws, rules and regulations(i.e. wetlands, minimum lot size, access to parcels, density limitations, etc.). Before purchasing or developing any parcel, contact the Community Development Department and Town Board for advice. 771.34' (771.30') e n 4D 286.04' tests' Ile UNPLATTED LANDS LOT 3 105.502 sq.ft. n I'V IRM DRAFTED BY: 2,422 acres p Joel A. Brandt JB Surveying LLC Lot 4 csu 7i1s45 The 66 foot wide easement as shown on this map is intended to serve Lot 2, Lot 3 and Lot 4 of this 286,04' Certified Survey Map, as well as access to Lot 1. SCALE 1" = 150' 0' 150' 300' LEGEND Qb..._ Found Government Corner (corner verified) o...... Set 3/4" x 18" Iron Rebar weighing 1.502 Ibs./foot ....... Found 1" Iron Pipe (o -') .. Recorded Data rV W_1L North is referenced to the North -South Quarter Line of Section 27-27-17, which bears N00'09'06"W (St. Croix County Grid System)