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Home My WebLink AboutCST-2023-195 018-1061-80-000I f vvisrpnsjnL"arW*- • sionai aernces rage i or J Division of lrndtts"Selivices .J 0 2023 SOIL EVALUATION REPORT G 5 ZUz 3 l S In accordance with SPS 385, WMs. Adm. Code County Attach complete site Ian on ST CROIX p p paper -not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to:. vertical and horizontaLreference point (BM), direction and percent slope, Parcel I v scale or dirnanWohs;-nor€Fr n and distance to nearest road. 018-1061-10-000 (proposed to be split) Please print all information. RewrwZel by D e l Personal information you provide may be used for seconds es Priv Law, s. 15.04 1 m _ Property Owner Property Location j ❑ TROY JENSEN 1 __. Govt. Lot NW % NE '/. S 27 T✓ 29 N R 17 E (or) W Property Owner's Mailing Address _ � _ _ Lot # Block # Subd. Name o�CSM#,�'� � 248217 AVE proposed 3 new CSM City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road EMERALD WI 54013 612 202-5341 1 1 HAMMOND HWY 12 ® New Construction Use: ® Residential/ Number of 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 na. ff . itip Ge ral is and recommendations: RECOMMEND A MOUND ORIENTED FROM B1 TO B2 (<l% SLOPE), 95.4' CONTOUR r , F Boring # ❑ Boring ® Pit Ground surface elev. 94.8 ft. Depth to limiting factor 50 in. Soil Annfication Rate 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 — 1 2fsbk mfr dw 2f 0.6 0.8 2 17-36 1OYR 4/4 — sil 2mabk mfr gw 1vf 0.6 0.8 3 36-50 2.5Y 7/2 -- is Osg ml gi — 0.5 1.0 4 50-65 2.5Y 712 cld 1OYR 618 fs Osg ml -- — 0.5 1.0 Boring # ❑ Boring 2❑ ® Pit Ground surface elev. 95.4 ft. Depth to limiting factor 30 in. Soil Aoolication 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 0-15 7.5YR 3/1 -- 1 2fsbk mfr dw 2f 0.6 0.8 2 15-30 10YR 414 -- sil 2mabk mfr gw 1m 0.6 0.8 3 30-35 10YR 4/4 lid 7.5YR 5/8 8f2d 7.5YR 5/4 sil 2mabk mfr dw if 0.6 0.8 4 35-50 10YR 4/4 f1d 7.5YR 5/8 sl 2msbk mfr gw 1f 0.6 1.0 5 50-59 1 OYR 416 -- s Osg ml cw — 0.7 1.6 6 59-66 2.5Y 7/2 cl d 10YR 6/8 fs Osg ml — — 0.5 1.0 � es amrs zs o ern �a�eueirrf�r. .n `rr.� i��a�eae�wr.T�i � 3::m-rts: rsa xuus�eue�rrur.:-u �rr.� ��zu�� a�r..-. n � CST Name (Please Print) Signature CST Number CHRIS FREDERICKS 71618 Address Date Evaluatio Conducted Telephone Number 499 4 1 /2 Ave, Clayton, WI 54004 6 / 11 / 2023 715.419.0127 , —ts'mu tKV4f l�f 3 1 goring # u boring _ ® Pd Ground surface elev. 95.5 R Depth to limiting factor 3$ in. Rnil Annliration Rate I 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 0-14 7.5YR 311 — 1 2fsbk mfr gw 2f 0.6 0.8 2 14-18 7.5YR 3/4 — sil 2mabk mfr dw 1 m 0.6 0.8 3 18-38 10YR4/4 — sil 2mabk mfr gw I 0.6 0.8 4 38-47 10YR 4/4 f1d 7.5YR 518 sl 2msbk mfr cw 1f 0.6 1.0 5 47-55 2.5Y 7/2 — is Osg ml gi — 0.5 1.0 6 55-66 2.5Y 7/2 c1 d 10YR 6/8 fs Osg ml — — 0.5 1.0 F-1 Boring # El El ❑ Pit Ground surface elev, ft. Depth to limiting factor in. Rnil Annliratinn Rate Horizon Depth In. Dominant Color Munseli Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 F-1 goring # Boring pit ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe *Eff#1 *Eff#2 * Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 5150 mg/L Au4ww )(Irp i5 ,IIKf +t 4N4PwmwN 4-e— 1N—MN j"--Ytj -rot fw fJIM 4 c� r 3dd-15 dzp( > �g �r��1N� Ora+✓ � yire + 1laaw-c v )°� 01 Uy 0,5 O 1"WIW54-:? vi Q14WH f "I „9 x .,1 J° d01 Z< y�„4 z W l7 0 od = Z v r = � LLI � N 3�v Z ~ W w W p m oZW� � r� f- Z LL OV Z ✓N W O N � CL Z W O W QZv05 �3�ItU °odoo Z o Q W M Q ►�'� O W Q�P:QF_t7 ZNLLOa �OZ0Lu r�vy F+-4 J 0w30¢ w MQ~�� U a- �o3m Northeast Corner North 1/4 Corner UNPLATTED - — — - US Hi hwa "12" 9 UNPLATTED - — — - Section 27-29-15 Section 27-29-15 ----__------------- LANDS — — —Y— — LANDS r`r----_N89-58.39_E �SurveyMarkNail Survey Mark Nail-- - —- —- - --_-----_-----_------i---------_------_%--------- - - 2630.46' 1' (45.OW) I N89'45'08'E 771.03 45.36'SOOro9'06'204.40' 566.63' (77t.30) J(N89'55E) (SOO-03'w)76 feet of the wooden ferxe qt LOT 2is over the property line. 3.6 feet at the north . L 98,4t5 sq.h CD 2.259 aces ------------------------ Pi g �A, P i i i -------------------------- .---------------------' - N o >�: a 4;0 �• y c •i. \ Ap o well LOT 1 s• 118,371 sq.ft. 2.717 ocres o ' -ests . sg 4r_ _ t -a. N89'58'13'E 355.187so �`- - - - - lest% • Lot _3 LOT 4 c_su__7/te45 114,352 sq.ft. 2.625 ocres PREPARED FOR: Troy Jensen !a' 2482170th Avenue " 485.30' Emerald, WI 54013 z58958'13'W O I (N89-49'20-W) O I+ C5 I� Completion Date ' June2023 f;N Line Data South 1/4 Corner T L1 NOOro9'06'w 1 39.76' Section 27-29-15 4, L2 SOCR9'0eE 69.06' Survey Mark Nail 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. S89'45'08'W N89'45'08"E 130.00 390.75;..•�ts 286.04' i LOT 3 N'o 105,502 sq.tt. OD 0 0, A r- 2.422 ocres Lot 4 CSM 7/1B45 286 04' 771.34' (771.30') �n UNPLATTED LANDS DRAFTED BY: o Q Joel A. Brandt I § JB Surveying LLC The 66 foot wide easement as shown on this map is intended to serve Lot 2, Lot 3 and Lot 4 of this Certified Survey Map, as well as access to Lot 1. UNPLATTED LANDS SCALE 1" = 150' 0' 150' 300 LEGEND �... Found Government Corner (corner verified) o...... Set 3/4' x 18" Iron Rebar weighing 1.502 Ibslfoot ....... Found 1" Iron Pipe (o.oW) .. Recorded Data t/ T 'W 6 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)