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Home My WebLink AboutCST-2023-210 030-2031-20-000'1111WYsconsi nt of Safety and Professional Services Page 1 off % f Division i ��J1 `/ C DD SOIL EVALUATION REPORT JUL 25 In accordance withSPS385,Wis. Adm. Code County 20� St. Croix At: ete site plan on paper t less t an 8 1/2 x 11 inches in size. Plan must include, bu,n ced to. v rtical and horizontal refe nce point (BM), direction and percent slope, Parcel I.D. �G scale or di e iotnbrtH'�r1oMt �F1tl locati and distance to nearest road. 030-2031-20-000 Ref #2719 omm•�n;ty DeV, men all information. n94ed by Date Personal information you provide may be used for secondary purposes Priva Law, S. 15.04 1 m Property Owner Property Location ❑ Larry D. Weber ' ' `, Govt. Lot NW '/. NE % S 23 T 30 N R 20 E (or) W. Property Owner's Mailing Address F r Lot # Block # Subd. Narne or SM# 147-::;..; Camp Rd. G f 02 Na Pro osed CSM City State Zip Code Phone Number ❑ City ❑Village ®Town Nearest Road Houlton WI 54082 651 336-9903 1 1 St. Joseph Twin S tin s Rd. ® New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ® Public or commercial - Describe: Parent , ;l Glacial Outwash Flood Plan elevation if applicable na ft.r G :Fits and recommendations: Site suitable for mound POWTS. Recommended infiltrative surface elevation o e 100.35' at 6" above 99.85' c , 1 Borini # El Boring ® Pit Ground surface elev. 100.25 ft. Depth to limiting factor 42" in. Ho 'zc 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 0-10 10yr3/4 none sil 2fgr ds gw 2vf,fm 0.6 0.8 2 10-15 10yr4/4 none sil 1 msbk mfr cw 2vf,fm 0.4 0.6 3 15-28 10yr4/4 none sil 2,Ysbk mfr cw 1vf,f 0.6 0.8 4 28-42 7.5yr4/6 none gr sl lcsbk mfr aw - 0.4 0.7 5 42-86 7.5yr4/6 fd 7.5yr5/8 strat. gr s/Is/Ifs Osg/wkly cemented ml/mfr - 0.4 0.6 D Boring # Boring ® Pit Ground surface elev. 99.57 ft. Depth to limiting factor 65" in. Ho- 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 0-12 10yr3/4 none sil 2fgr ds gw 2vf,I'm 0.6 1.0 2 12-20 10yr4/6 none sil 2fsbk ds gw 1vfm 0.6 0.8 3 20-32 7.5yr4/6 none sicl 2fsbk mfr cw 1vf,f 0.4 0.6 4 32-48 7.5yr4/6 none gr Is osg ml ai 0.7 1.6 5 48-65 1 10yr4/6 none strat. gr Ifs/fs Osg ml/mfr cw 0.5 1.0 6 65-92 10yr4/6 f2d 7.5yr5/8 strat. gr Ifs/Is/s Osg/wkly cemented ml/mfr 0.5 1.0 � ruuiaur:aoc.ri rrr�a.vii.r...ro.rten�.r. w��=u�eana.m. ��::.----s:yn er�ira�.r.rssa.rr_�.rer_r_r c.�.a�err:��rr�� CST Name (Please Print) Signatur CST Number James K. Thompson S- 30021 Address to Evaluation Conducted Telephone Number 340 Pau!son Lake Lane Osceola, WI 54020-5413 June 21, 2023 715 248-7767 6BD-8330 (R04/15) Boring # ❑ Boring ® Pit Ground surface elev. 99.37 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/Ftz *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fgr ds cw 2vf,fm 0.6 0.8 2 10-18 10yr4/4 none sicl 2fsbk mfi cw lvf,fm 0.4 0.6 3 18-30 10yr4/4 none sil 2msbk mfr cw 1vf 0.6 0.8 4 30-44 10yr4/4 f2f 7.5yr5/8 sil 1 csbk mfr cw - 0.4 0.6 5 44-90 10yr4/4 f2d 7.5yr5/8 strat gr Ifs/Is/s Osg/wkly cemented ml/mfr - 0.5 1.0 ❑ Boring # El El - ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annliratinn Rat. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 I *Eff#2 F-1 Boring # El El ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Annliration Rate Ho. -on 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, > 305 220 mg/L and TSS > 30 <_ 150 mg/L * Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L s 0,:567 va d-e elw ca/t: aslD' 7/9 / y 7,3 Sou.-t ea.,.z,a ,ed. • � off' L-ot oz of p�o�oase.d �.r/ /yq"� . �d ,✓. .p, /4ss4mcc/etu/ =1D_-.-D' a ta y ,..boded G53. yS� Jy Py • 3 "�� CERTIFIED SURVEY MAP LOCATED IN THE PART OF THE NW 1/4 OF THE NE 114 OF SECTION 23, TOWNSHIP 30 NORTH, RANGE 20 WEST, TOWN OF ST. JOSEPH, ST. CROIX COLINTY,WISCONSIN. North Quarter Comer i Sec. 23-T30N-R20W Lot 3 CSM I Lot 2 CSM I Found 7' o.d. iron pipe V.115 P 4078 I V. 15 P. 4078 I Lot 23 I 66 I Doc. # -_ _ I Doc. # _ _ - 1 Green Acre Country �I 1. � I I S89-33-51W 940.63 Estates First Addition ~I I _ 383.20 640.38 300.25 Q - - WI UI I Lu + I Lot 1 CSM shed 4 t $ y The Parcel(s) shown on this map �I I 0I I I$ V 8 P_2293 rh $ I� Doc. #464327 R tiu / ri m A x y� are subject to State, County and Town laws, rules and regulations yl - (i.e., wetlands, minimum lot size, ,I j j �' LOT 2 b X � access to parcels, etc.). Before E21 y °� 30.00 353.20 o N W 1 /4 N E 1 /4 purchasing or developing any parcel(s) contact the St. Croix <1 Qi 383.20 I . N S89-33-51W - SEC. 23-T30N-R20W County Community Development Department and 0 653.45 i ? the Town for advice. 30.001 S89-33-51W 683.45 �I 0 30.00 601.93 i S89-33-51W 631.93\ ul m LOT 3 3: �I n r co I X o OD 2'�I Bearings are based upon the St. w al a0 a I LOT 4 `'° ;i o al Croix County Coordinate System, �I �' h" N N $ >( S jl I NAD 1983, (1991) Adjustment. o 3D.00 601.93 � z The north -south 1/4 line bears W. SOO-n13E. v S89-33-51W 631.93 o d j $ M G Bearings are expressed in o� ut S89-46-OOW 576.24 c? degrees -minutes -seconds. Distances are expressed in 36.00 546.24 r: oo decimal feet. See County j $ z 239.58 Surveyor's Office for Section sheds Data. LOT 5 N88-53-38W m Pri h house {� o0 c' I 30.00 rL}I- Q $ Q� ❑ j 787.05 z j 661 I I 817.05 I 508.77 N89-45-48E 1325.82 i 1U i�m cc m nelatted lands - Area Lot 2 Including Road Right of Way: Area Lot 4 Including Road Right of Way South Quarter Comer 198,570 Square Feet 157,984 Square Feet Sec. 23-T30N-R20W 4.5585 Acres 3.6268 Acres Found Alum. Cap Area Lot 2 Excluding Road Right of Way: Area Lot 4 Excluding Road Right of Way: 194,730 Square Feet 150,483 Square Feet 4.4704 Acres 3.4546 Acres Area Lot 3 Including Road Right of Way: Area Lot 5 Including Road Right of Way: 1,028,496 Square Feet 220,779 Square Feet 23.6110 Acres 5.0684 Acres Area Lot 3 Excluding Road Right of Way: Area Lot 5 Excluding Road Right of Way: 1,020,503 Square Feet 211,706 Square Feet 23.4275Acres 4.8601 Acres \\"\��Ci'O'^��,�rriip',i Legend �ti% ,�'� = Septic ' * Brandon W. ® =Well 0 300 600 = King = S-2632 • = Found 1 1/4" O.D. Iron Pipe. = Eau Galle Scale: 1 Inch = 300 Feet < o = Found St. Croix County Mounment - 4 A \ as noted. �\ O = Set 3/4" 18" Iron Rod x 6-23-2023 weighting 1.50 Lbs. Per Lineal Ft. Brandon King Land Surveying, LLC PREPARED FOR: FINAL FIELD WORK DATE: N324 Co. Rd. D Eau Galle WI 54737 Lawrence Weber 6.20-2o23 SHEET 1 OF Phone: 715-639-5243 Email: bklsllc@gmaii.com 1473Andersen Scout Camp Trail MAP DATE: 6-23-2023 2 SHEETS �9 Houlton, WI 54082