Loading...
HomeMy WebLinkAbout 002-1010-50-000Wisconsin De nal Services Division of Ind =�"G SOIL EVALUATION REPORT G5 �- 202`f _U / p 1 o I APR I o 20�4 n accordance with SPS 385, Wis. Adm. Code Countv Attach complete i��POa(�W Ilm 1/2 x 11 inches in size. Plan must include, ST Croix but not limited to: point (BM), direction and percent slope, Parcel I.D. scale or dimensions. north arrow, and location and distance to nearest road. 002-1010-50-000 (current PID; CSM proposed) Please print all information. Re b Aw Date Personal information you provide may be used for secondary purposes Privacy Law, s. 15.04 1 m S Property Owner D Property Location: Shelley Borgeson Govt. Lot: NW '/4 SW /4 S 05 T 29 N R 16 W Property Address Lot # Block # Subd. Name or CSM# 2217 115TH AVE (current address) 01* *CSM Proposed* City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Baldwin IWI 154002 1 (715) 688-9439 Baldwin 115TH AVE/220TH ST ❑■ New Construction Use: ❑i Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loamy drift and/or loess over loamy till (Santiago sil) Floodplain elevation if applicable NA ft. General comments and recommendations: LF = 0" (Redoximorohic features) Site does not contain "A+o• conditions in at least 3 pits; soil saturation determination requi`51L tc allow soil treatment system. Site is a good candidate for Interpretive Determination Report (MR) consideration ❑1 Boring # ❑ Boring `1� is (/�j�J ❑■ Pit Ground surface elev. 100.05 ft. Depth to limiting factor 21 in. I Rnil Annlirntinn Rata 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 0-8 1OYR 3/3 1 if-msbk mfr cs 2m-vf 0.4 0.6 2 8-14 1OYR 4/3 - 1 2mabk mfr gs 1m-vf 0.6 0.8 3 14-21 7.5YR 4/4 - sl 11 mfr-mfi gs 1f-vf 0.4 0.7 4 21-36 7.5YR 4/4 f1f 10YR 4/6 8 10YR 6/1 sl 1 msbk mvfr gw 1f-vf 0.4 0.7 5 36-44 5YR 4/4 f2d 7.5YR 4/6 8 T5YR 611 sl Om mfr 0.2 0.6 Boring ❑ F2 Baring # 7 Pit Ground surface elev. 98.75 ft. Depth to limiting factor 19 in. Soil ADDlication 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 *EfW 1 0-9 10YR 3/3 1 1 msbk-mpl mfr cs 2m-vf 0.4 0.6 2 9-15 1 OYR 4/3 - 1 2mabk mfr gs 1 m-vf 0.6 0.8 3 15-19 7.5YR 4/4 - sl /msbk mfr-mfi gw 1f-vf 0.4 0.7 4 19-32 7.5YR 4/4 f2f 10YR 4/6 8 10YR 6/1 Is-sl 1 msbk-Osg mvfr gw 1 f-vf 0.4 0.7 5 32-40 7.5YR 4/4 c2d 7.5YR 4/6 8 10YR 5/1 sl Om mfr 0.2 0.6 tftluent #1 = BOD > 305 220 1 and T SS > 30 <_ 150 ma/L * EffffjenlRlt2 = BOD 5 30 mo/L and TSS 5 30 malt CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.) t�t� 0j"`lllf1330832 Address Date Evaluation Conducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 03/19/24 (651) 327-0074 SdD-8330 (R04/15) ❑3 Boring # ❑ Boring ❑W Pit Ground surface elev. 99.50 ft. Depth to limiting factor 0 in. 4w Cnil Annliratinn Rato 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 0-9 10YR 3/3 - sil 1 f-msbk mfr cs 1 m-vf 0.4c 0.6 2 9-17 10YR 4/3 f1f 10YR 4/6 & 10YR 6/1 sil 2fabk mfr gs 1f-vf 0.6 0.8 3 17-26 10YR 4/4 f3d 7.5YR 5/8 & 10YR 5/2 Sid 2mabk mfr cw 1f-vf 0.4 0.6 4 26-38 7.5YR 4/4 c2d 5YR 5/8 & 7.5YR 5/2 sl 1 csbk-Om mfr-mfi - - 0.2 0.6 (A+0") 4 ] Boring # ❑ Boring ■❑ Pit Ground surface elev. 98.20 ft. Depth to limiting factor 0 in. Snil Annliratinn RAta 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 0-16 10YR 3/2 - I 1f-msbk mfr cs 1m-vf 0.4 0.6 2 16-23 10YR 4/3 flf 10YR 518 & 10YR 611 sil lfabk mfr gs 1f-vf 0.4c 0.6 3 23-34 10YR 4/4 f1d 7.5YR 5/8 & 10YR 6/1 sil 2mabk mfi gw - 0.6 0.8 4 34 7.5YR 4/4 f2f 10YR 4/6 & 10YR 5/2 sl 1 msbk-Om mfr-mfi 0.2 0.6 (A+O") 5❑ Boling # ❑ Boring ■❑ Pit Ground surface elev. 98.80 ft. Depth to limiting factor 0 in. Rnil Annliratinn Rata 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 0-10 10YR 3/3 - I If-msbk mfr cs 1m-vf 0.4 0.6 2 10-15 10YR 4/3 f2d 10YR 4/6 & 10YR 611 1 2mabk mfr gs 1f-vf 0.6 0.8 3 15-21 10YR 4/4 c2d 7.5YR 5/8 & 1OYR 5/2 sicl 2fabk mfi gs 1v-vf 0.4 0.6 4 21-30 7.5YR 4/4 f2d 7.5YR 5/8 & 10YR 5/2 sl 1 msbk mfr-mfi gw 0.4 0.7 5 30-38 5YR 4/4 m2d 5YR 5/8 & 7.5YR 5/2 sl Om mfr-mfi - 0.2 0.6 (A+O") * Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 30:5 150 mg/L Designer Certified 9 Soil Ryan Bechel © 2024 Advanced 0' SYSTEM h10 ES Y 41! property lines not O Benchmark a Tester: 1330832 Environmental LLC drawn are > 100ft from Septic - Tank: ti Soil Boring N Designer of Engineering Systems: D 2263-7 All rights reserved system' R/ W R/W -------------------— 4r5l l AVE— ----A-------- I — — —Pump lank: M I rn R/W R/W R/W I R/W R W � 11i � BM 1 Assumed) Soil Treatment .Area: R-O-W Edge a BMZ -Site does not contain'A+0'conditions:sal saturation determination requirea to allow sal treatment system. Site + e 82 is a good candidate for Interpretive Determination Report Iy 1$1� 98.75 (IDR) consideration, -Depth to r sul in = 0' ;Redoximaphic features; Do -Cons / -Slope = 2% / HIV / 0, -80 Distrihution: PROPOSED LOT 01 ���°° a 0 rDOos 3 1� Assumed R-O-W Edge N \ / LLI LOCATION MAP (not to scale) ,� a NEW 2BR 1 o cl�115TH AVE Anticipated Driveway I < I HOME — — — — — — BM1 = 100.00 0 o SITE i Top spike in 8" wooden fencepost �- N (39" above grade) **Well to be located >50ft from soil treatment area & G. PREPARED FOR: >25ft from tanks** BM2 = 96.70 a Shelley Borgeson SCALE Top 1" iron pipe Site Address: I Proposed 0' 25 50' (6" above grade) lot lines Baldwin, 2217 SWI TH 54002 p/L PID: 002-1010-50-000 3.004 Acres! P/L p/L Legal: Lot 01 Proposed CSM P� P2 NW 1/4 SW 1/4 S05 T29N R16W II Town of Baldwin Certified Statement: This system has been deigned and a Iuoted in accordance with State and Local cafes. The soil treatrt�ent aroa must remain protected from disturbance and/or compaction before and after conetrvction. Scale: 1" = 50' Date: 03/21/24 NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDE}INnUY. System must be properly maintained. R&Aew your system's management plan far information on proper care and maintenance. a _ to LLJ l- aw Q OOm 0z OfZZ0 D��� w aw0� N � F w w v1 t- w U1 0 Of 0 Cif w V Q Z Q 0 X 0_4 = Or ¢ � DL4 E� Owe~ =O W <�z 0('\J West 1/4 Corner LOT 1 Section 5-29-16 U_NPLATTED UNPLATTED LANDS areas Survey Mark Nail LANDS - - - - - - 130,850 sq.ft. 3.004 LOT 1 I I ! L - - - - _ S8T12'40"E 115th Avenue 1189.00' ------- East 1/4 Corner Section 5-29-16 acres incl. r-o-w CSM 15/4052 - - - - - r--- - — - -- 36.08- ----- 7g2-oo' - - - - - - - - - Survey Mark Nail S87'47'2 7"E 106,175 S ft. q. - -- Z I o I o QQQ��� arT - - - - - - 28 Q4 1154.38' �i '045.29' �1 1 2.437 acres excl. r-o-w 2 o Iw LOT 1 d o to l o of a soil ^ o N87.47'27-W r-1 L Ln CSM 22/52 N �„ lo>I m tests o barn house o - V N i-}-proposed / OT 1 o u, N 13 shed C] �. o Completion Date I drive L 04' r. E"sheds n o March 2024 363.96' LOT 2 I 397.00' DRAFTED BY: CSM 22/5296 0� i Na712'a°"w LOT 2 Joel A. Brandt O Iw NI q 638,177 sfit 601940 sq.,ft. 1B Surveying H C Qlo 6l o 14.651 acres 13.819 acres tom incl. r-o-w excl. r-o-w Glenwood City, WI I I I 133.03' (634.01') 633.92' LI ON I IZ N8745'50"W I o (N89-57'29"W) i cn I LOT 1 0 I cr CSM 17/4461 I:* Southwest Corner Section 5-29-16 Survey Mark Nail Lot 1 and Lot 2 are zoned R-1, Residential District, which allows 1 principal dwelling per 10 acres. Please contact the Community Development Department for more information. 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. 1130.97' 497.05' 1164.00' UNPLATTED LANDS SCALE 1" = 250' 0' 250' 500' rn rn � UNPLATTED o' LANDS rn A ao C PREPARED FOR Shelley Borgeson 465 Johnson Pkwy Baldwin, WI 54002 LEGEND iD __ Found Government Corner (Government Corner Verified) o... Set 3/4" x 18" Iron Rebar weighing 1.502 lbs./foot ....... Found 1" Iron Pipe of Record (0 00') . Recorded Data Y North is referenced to the North -South Quarter Line of Section 5-29-16, which bears N00°15'58"W (St. Croix County Grid System) 0 � Z w = — V) a� Q co Z "'OZ 1-- O Z z O O W Cr LU v1 F= } w LL w _ O 3: 5 U1 �wvo0 Q 0 LLJ X LLJ 0 Cr< 0LLJ?v~i =0 W Q:DZ �OCY) L/-) (V LOT 1 areas 130,850 sq.ft. 3.004 acres incl. r—o—w 106,175 sq.ft. 2.437 acres excl. r—o—w West 1/4 Corner UNPLATTED UNPLATTED Section 5-29-16 — — — — — — — — — — Survey Mark Nail LANDS LANDS i LOT t i ___r_ S87'12'40"E----1189_00'—__------_ 115th Avenue East 1/4 Corner Section 5-29-16 CSM 15/4052 _ — - 36.08' 792. 0' Survey Mark Nail _ S87'47'27"E � ---------ZI 363.80'--- ------- 79458-- -----28.4 4045.29-�! N O Iw LOT 1 _ o IP �I of N o d soil NCN0 ��,,o 1154.38' N87'47'27"W Q > N o CSM 22/5296 N Ip - - - - - m N v AI ^? A m tests uoN �o Nam o barn shed house O o Completion Date i LOT , sheds ' 31 oa' C7 o March 2024 363.96' LOT 2 1 397.00' LOT L DRAFTED BY csM 22%s29s o I i N87'12'40"w Joel A. Brandt o IW NI 638,177 sq.ft. 601,940 sq.ft. Jm o10 �i N 14.651 acres 13.819 acres B Surveying g LLC incl. r—o—w excl. r—o—w Glenwood City, WI I I I 133.03' (634.01') 633.92' L I NN I I I I Z. N87'45'50"W I (N89'57'29"W) NI LoIo cn I11 LOT 1 0I� CSM 17/4461 'I� Southwest Corner Section 5-29-16 Survey Mark Nail Lot 1 and Lot 2 are zoned R-1, Residential District, which allows 1 principal dwelling per 10 acres. Please contact the Community Development Department for more information. 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. 1130.97' 497.05' 1164.00' U_NPLATTED LANDS SCALE 1" = 250' I Rolm, 0' 250' 500 C rn � U_NPLATTED °� LANDS rn a q PREPARED FOR Shelley Borgeson 465 Johnson Pkwy Baldwin, WI 54002 LEGEND Q� __ Found Government Corner (Government Corner Verified) o .... Set 3/4" x 18" Iron Rebar weighing 1.502 lbs./foot ....... Found 1" Iron Pipe of Record (0.00')...... Recorded Data Y North is referenced to the North -South Quarter Line of Section 5-29-16, which bears N00°15'58"W (St. Croix County Grid System)