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Home My WebLink AboutCST-2024-020 042-1088-20-036\�tilr Wisconsin Department of Safety & Professional Services Page�_of� Is, Division of Industry Services �ii = lei SOIL EVALUATION REPORT G57- 202-`f -0.20 In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, St Croix but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. -'4 scale or dimensions, north arrow, and location and distance to nearest road. 04-1088-20-036 Please print all information. Re by I Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property Location Robert and Kathy Mcvey Govt. Lot SW % ne % s 31 T 29 N R 18 E (or) W Property Owner's Mailing Address CC ddress or CSM nd Lot #: 979 65th ave CSM 25-5840 City, State, Zipity Village Town Nearest Road Roberts Wi 54023 ( ) Warren 100th street New Construction Use: ❑ Residential /Number of bedrooms 4 Code derived designflowrate 7�--GPD El Replacement ❑ ��77 Public or commercial - Describe: Flood Plan elevation if applicable�leyft. Parent material loess over loamy drift over sandy gravel outwash era omments a d recommendations: COURSE SAND GOING TO NEED 5' VS NORMAL 3' BELOW SYSTEM ELEVTION. a Boring # ❑Boring -- -- -- Pit Ground surface elev. 100pp .. 10 Pit Depth to limiting factor 102 in. / elev. 923ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az_ Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots n r.YNnr, r�arc GPD/Ft2 •Eff#1 'Eff#2 A 0-10 10 YR 3/3 ----------------- SIL 2 MSBK MVFR GW 2 F .g 8 B 10-20 10 YR 4/4 --------------- SICL 2 M ABK MFR GW 1 VF .4 .6 B1 20-30 10 YR 5/4 ---------------- SL 2 M SBK MVFR GW 1 VF .6 1.0 C '30 102 10 YR 5/3 ------ — -------- S 0 COS SG ML .7 1.6 ❑ Boring # 013oring ®Pit Ground surface elev. 100 ft. Depth to limiting factor 102 in. / elev. 91-4 ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots /1VPIR.0OVr1 RULC GPD/Ft2 •EfF#1 `Eff#2 A 0-8 10 YR 3/3 --------------------- SIL 2 M SBK MVFR GW 1 M .6 .8 B 8-21 7.5YR 4/3 ------------------- SCL 2 M SBK MFR GW 1F .4 .6 61 21-38 10 YR 4/4 ------------------ SL 2 M BK MVFR CW 1 VF .6 1.0 C 38-102 10 YR 6/3 __________________ S 0 C SSG ML .7 1.6 -,ox CST Name (Please Print) Signature/lam CST Number PAUL R KOEHLER MP 225410 Address Date Evaluation Conducted Telephone Number 321 WSCONSIN DR NEW RICHMOND 54017 FEB 13TH 2O24 715 246 2660 ' Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, <- 30 mg/L and TSS s 30 mg/L SBD-8330 (R03122) r� ❑ Boring U Boring # ® Pit Ground surface elev. 100 ft Page 2 of 3 Depth to limiting factor 102 in. / elev. 91.4 ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots •rr•• GPD/Ft2 *Eff#1 *Eff#2 A 0-22 10 YR 3/3 SIL 2 M ABK MVFR Cw 1V .6 .8 B 22-38 10 YR 4/4 SICL 2 C SBK MFR CW 1 V F .4 .6 C 38-102 10 YR 7/4 ---------- SG 0 COS SG ML .7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots rr•• GPD/Ft2 *Eff#1 *Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. 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, 5 30 mg/L and TSS 5 30 mg/L P'AT't arj PI pit 100 L,L) tAC A I *4-"04 O%P c)q;z 10011 mill I 2/14/24, 8:46 AM St. Croix CO.M.P.A.S. �SIA VOL 30 PG_6 . _ 6-•gat-1oa .. ,• �, 4 . 042-1085-50-5'0�� 042- sr. cec uw 979 65TH AVE, WARREN TWF x -�_ Show search results for 979... y J +.. - rnent CSM VOL 26 PG 5933 O4z-106IL�f� i 8'30_t00 1020 6 ' . r Web App 1R r� , 042-1088-20-03' aM VOL 25 kG`57,58 Ile 77 - ` TOWr1 0f - - Warren roe o3A _ M dr i - 1 i O � � -92.1-306 44.9555 Deg ecs 200ft https://scccdd.maps. arcgis.com/apps/webappviewerrndex.html?id=893ffed22946484fb78237a6d2c721 de 1 /1 w CERTIFIED SURVEY MAP =�Z 0 Located in the NW 1/4 of the SE 114 and the NE 1/4 of the SE 114 and the SW 1/4 r z of the NE 114 and the SE 1/4 of the NE 1/4 of Section 31, Township 29 North, r n a Range 18 West, Town of Warren. St. Croix County, Wisconsin and being all of Lot I z ='0 5 of Certified Survey Map Volume 26, Page 5932, Document Number 981050. Lo LL I O 'o �iNi I I �i$i I COIDi I �I$i I giro CONDI I DI IN U�Iio:! I Lot1CS_M I N�I iej I Uidi I Uiii I Ula i 1 V_3_0 P_6846 0 1 al 1 �I 1 JOI NI I I JI �I I Ol��jl I OI�I I Ol of I I , JI I JI Ijl I SW 114-NE 1/4 I >, I >I I >� --•—•—• I_. II t r ry f589-52 4'1� 28$�3 Odin _�/ d C " SE 1!4 - NE 1/4 T —_ 1-0 0 0 _—. —_— — — 28275 roi�---- I NII I n'NI Lu M Avenue2.vIR&;1 ov;i oJ_ii> jii I Idl ro�l3Q'9O IL o osss-szaaE III n°ljI NiLll Lu IjI IIlII I; �JIINIniI Z N 0 Z .0 vIc�I �oiI ��jIiZT�ll ^>LLl��IIIz�d I IU1 6 � - Lu l O'o nS, u IId�E$- 1)�i I II OI II a rNNo I l>�fp1�1 �i N N6 o r5 1Z;o. ooZS89-52.42E ( i IiI 480.00 z SUJAo shedO ' �\ W well house* ' tl/ 11.43/ 61± • • UG 8 concrete` d 1-1, z SEC.31-T29N-R18W foundation 15 N % r1 POND X `X I` u, \`� W I W V) Vi LOT 1 Lot 5 CS_M ' t` Z ' Z Doc_N o. 981050 >;; j LINE BEARING DISTANC 1 S55-01-48W 97.84 2 555-01-48W 69.21 N00-2 — 1t N00— 7-02E 15 42 -5 INOO-27-02E 68t 0 South 1/4 Comer Sec.31-T29N-R1BW Found Alum. Cap Lott Areas: to meander line Inc. R/W I'214,116 Square Feet 27.8723 Acres to meander line Exc. R/W 1,204,779 Square Feet 27.6579 Acres to OHWM Inc. R/W 29± Acres S6j > �. See sheet 2 for notes. ; 33500 1511.53 N89-32-56W 1671.53 Unplatted lands Lot 2 Areas: to meander line Inc. RAN 132,378 Square Feet 3.0390 Acres to meander line Exc. R/W 130,028 Square Feet 2.9850 Acres to OHWM Inc. RAN 3.9± Acres B N r '6 J 160.00 C1 C2 A:71.74 A71.1B R:720.00 R:753.00 CA:542-31 CA:5-24-59 CB:N66-37-46.5E CB:N67-41-41.5E C:71.71 C:71.16 TB IN:N69-29-02E CB:N70-24-11E TB OUT:N63-46-31 E CB:N64-59-12E Legend ;.`SC0NS "'��i, Bearings are based upon the St. Croix County ��''�, `a \� Coordinate System, NAD 1983, (1991) Q =Set 3/4" X 18" Iron Rod 1 Brandon W. Adjustment. The north -south 1/4 line bears N00-01-15E. Bearings are expressed in (1.50 Ibs/lin. ft.) 7C ? degrees -minutes -seconds. Distances are = Found St. Croix County Mounment King = expressed in decimal feet. See County Surveyors Office for Section Data. as noted S-2632 = Eau Galle • = Found 1" o.d. Iron Pipe WI a 0 250 500 G =Found 1 5/16" o.d. Iron Pipe • = Found 3/4" Iron Rod I = Wetlands ,r 9 .{ �''%, /,p s u a J �``"``o\``�� "�a�,,tl t t a`"/ z-of-zoza Scale: 1 Inch = 250 Feet randon King Land Surveying, LLC rN324Co. Rd. D Eau Galle WI 54737 hone: 715-639-5243 Email: bklsllc@gmail.com PREPARED FOR: Robert McVey FIELDWORK 979 65th Ave. MAP Roberts VIA 54023 DATE: 1-11-2024 SHEET 1 OF DATE: 1-16-2024 2 SHEETS