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HomeMy WebLinkAbout008-1075-70-000Wisconsin Department of Safety n r essional Services Division Zsitje�p�lan 1�1J l-� SOIL EVALUATION REPORT 1 z 024 In accordance with SPS 385, Wss, Adm. Code Countv Attach comon paper no less an 8 1l2 x 11 inches in size. Plan must include. ST Croix but not limit�011#iN1 nce point (BM), direction and percent slope. Parcel I.D. scale or dim and distance to nearest road. 008-107 -7 Please print all information. to Personal information you provide may be used for secandary purposes Privacy Law s. 15.04 1 m y� S SST X)Zy-o51 (current PIN; CSM proposed) Property Owner Property Location: Jason Lynum (Buyer) Steven Lynum (Sell Govt. Lot. NW ''/. SW Y. S 26 T 28 N R 16 W Property Address L #,. Block # Subd. Name or CSM# TBD 250TH ST 'CSM Proposed' City State Zip Code Phone Number ❑ City ❑ Village FE1 Town Nearest Road Woodville WI 54028 1 (715) 928-1509 Eau Galle 250TH ST F New Construction Use: ■❑ Residential/Number of bedrooms 3-4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Loamy drift and,'or loess over loamy till (Santiago sill) Floodplain elevation if applicable NA ft. K General comments and recommendations: Recommend minimum 18" sand-M POWTS mound on 100 00 contour with 0.6gpdM2 ioading rate. LF = 18' (Redoximorphicfeatures) 1❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 19 in. Cnl i:l �nnliratinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft` 'Eff#1 *Eff#2 1 0-5 10YR 3/2 - 1 3mgr mfr cs 3c-vf 0.6 0.8 2 5-14 1OYR 4/3 - 1 2msbk mfr gs 3c-vf 0.6 0.8 3 14-19 10YR 4/4 - sl 2msbk mfr gs 1c-vf 0.6 1.0 4 19-31 10YR 416 ftf 7.5YR 518 & 10YR 6!1 sl lcsbk mfr-mfi cw 1c-vf 0.4 0.7 5 31-40 7.5YR 5/6 c2d 5YR 518 & 7.5YR 5/2 sl-scl 1 msbk-Om mfr-mfi - 0.0 0.0 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. 97.00 ft. Depth to limiting factor 18 in. Soil Anolication 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 I "Eff#2 1 0-6 10YR 3/2 sil 3mgr mfr cs 3c-vf 0.6 0.8 2 6-11 1 QYR 4/3 - sil 2fabk mfr gs 3c-vf 0.6 0.8 3 1 11-18 1OYR4/4 - sil 2mabk mfr gs 1c-vf 0.6 0.8 4 18-32 1 OYR 4/4 f1d 7.5YR 518 & 10YR 5.,2 sil 1 mabk mfr-mfi cw 1 c-vf 0.4c 0.6 5 32-39 7.5YR 414 m2d 5YR 518 & 7.5YR 5/2 scl Om mfi - 0.0 0.0 - t-mtlRnt X1 =HIM) > 3n < 77n mnn anti TRC > An < 1Fn mall * Fffl, iwnt 317 = Rnr1 <'In —11 and TRS < zn mnn CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.)ge-�? 1330832 Address Date Evaluation Conducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 04/02/24 (651) 327-0074 Jtiu-tsi-ju (HU411b) F3�Boring # ❑ Boring ❑■ Pit Ground surface elev. 101.00 ft. Depth to limiting factor 19 in. e ii n .airy+i n Q�t. Horizon Depth In . Dominant Color Munseil Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *Eff#1 *Eff#2 1 0-6 10YR 312 - sil 3mgr mfr cs 2c-vf 0.6 0.8 2 i 6-15 10YR 413 - sil 2fabk mfr gs 2c-vf 0.6 0.8 3 15-19 10YR 4/3 - I 2mabk mfr-mfi gs 2c-vf 0.6 0.8 4 19-27 10YR 4/4 f2d 7 5YR 518 & 10YR 512 I 1 mabk mfr-mfi gw 1c-vf 0.4 0.6 5 27-36 7.5YR 414 f2f 10YR 4/6 & 10YR 512 sl lcsbk mfr-mik. , , ; cw 1c-vf 0.4 0.7 6 36-52 7.5YR 516 c2f 7.5YR 518 Is-s 0sg- 71 - 0.7a 0.6a 4❑ Boring # ❑ Boring ❑ Pit Ground surface eiev. ft. Depth to limiting factor in. CM Annairafinn Rafc Horizon Depth In. Dominant Color Munseil Redox Description Qu, Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1Ft2 *Eff#1 I -Eff#2 ❑5 Boring # ❑ Boring Pit Ground surface e#ev ft. Depth to limiting factor in. Rnil Annikrafinn Rafa Horizon Depth 4n Dominant Color Munseli Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDFFt` *Eff#1 *Eff#2 * Effluent #1 = BOD. > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD.. > 30 s 220 mg/L and TSS > 30 s 150 mgfL Designer: Ryan Bechel Certified Soil Tester: 1330832 Designer of Engineering Systems: D 2263-7 Existing {) c home A/L ALL j OC_V **Well to be located >50ft from soil treatment area & >25ft from tanks** Q 2024 Advanced ADVANCE 'A!! property lines not 0 Benchmark Environmental LLC. ADVANCED drawn are > 100ft from All rights reserved. ` " P r' " r "' ' system' Soil Boring iV f I ` I � I \ ( t ll\ \S� /^'� 1 p tl \ BM2 = 104.00 Top spike in 50" Oak (30" above grade) 1 B1 ' BM1= 100.00 f Top spike in 44" Oak (26" above grade) Vd PIN: 008-1 ri?5-80-00C Anticipated East lot line (approximate) *Soil test for CSM; No home location proposed* SYSTEM N01'ES Septic Tank: PUMP 'I'unk- Soil Treatment .Area; -Recommend minimum lF sand -In POWTS mound of 100.0o contau Wrr O.00fh2loading rate -0" to resfiG+ijon - 18' (RedorlmffM c lealixes) -Conlotu = I00.00' -slope =17% Distrihutiun: -System %ill require pnesswe aistnbiAon H LOCATION MAP (not to scale) P. to SITE 2 0 U-1 rV ALL AREAS 10TH AVE WOODED Y OODED PREPARED FOR: Jason Lynum Site Address: IBD 250TH S1 Woodville, W1 54028 PID: 008-1075-70-000 17.99 Acres "----- Vd Legal: Lot 01 Proposed CSM NW 1/4 SW 1/4 S26 T28N R16W Town of Eau Golle Certified Statnmmt: This system has been designed and eroluated in accordance with State and Locat codes. The Boil treatment area must remain protected From disturbance and/or cornpaction before and after construction. Scale- 1" = So' Date: 04/02/24 NO WAM WfY IS NAOE THAT THIS SYKIEM WILL CON-nmjE To niNCnoN tti]€' WELY. Syeten must be propely maintained. Review yw systern's management plan for Wormation on proper core and rnaintenance. - SCC ArcGIS Web Map 4/7/2024, 7:28:43 AM 1:1,645 55 110 220 ft ZONE of :,— 1, L--— ",- I ,, n,eaeaw —, - I,—, Wetland P.— L.— :—Gtpl000w,uw 15 30 60 m �e—read I.I.— Vl—d a.. MAR SCC WD, SCC CDD FFMA SCC GDO 11— -.0 rereerauwne1e . .. ....... Web AppBuilder for ArcGIS SCC CDD WDNR Sr(-CDI)ISCC CDD and SCC highway [)Pptjl-FMA SCC CDD I CDD and NPSJ Vill Dept. ufNaturatResources DEvision ofWater l 'JVVn CO R. I I 1 SEC. 26 I (I -STEEL I - SURVEY 16I6-1 MARK NAIL I - FOUND.) I - I � F-33.21'F S83 1 277.98' C.S.M. VOL. )co PG.3820 ) , LOT 2 N87°10'03 -Nn 278.22' -I - PROPOSED- Z _ DRIVE WAY I �ocanoN ❑ hI W 4 � w i- N z o 0 W z Cy'. < o W I zom� �;�, LL I �wwz u O mz�U:ul i66' LEGEND SECTION CORNER (AS I� NOTED). a 1" OUTSIDE DIAMETER IRON -- -j PIPE FOUND ■ - 0.75" IRON REBAR FOUND. 0.75' X 18" IRON REBAR IH - WEIGHING 1.502 LBS. LINEAR FOOT SET. I SECTION CORNERS SHOWN HEREON HAVE BEEN FOUND AND VERIFIED NTH TIES OF RECORD AND PUBLISHED ST. CROIX COUNTY COORDINATES, FIELD WORK COMPLETE APRIL 3, 2024. SW COR. SEC- 26 SCALE IN FEET ® ( STEEL -. ' S SURVEY 0' 150' 300.I MARK NAIL 1" = 300' FOUND.) a 4-33,02' 3 33.02' I� 1� L7 I I LU CERTIFIED SURVEY MAP LOCATED IN P A RT OF THE SE I /4 OF THE S W %4 THE NE%4 OF THE SW%4 OF TH F \ \1 ' , AND THE SW i'4 OF THE SW%4 OF SECTION 26, T28N, R16W, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. o \v/fig ;ley rp,r �� \ S88°04'43"E 1477.36' \ 1296.51' 1444.34' E W %4 SECTION LINE 90.00 S88°0443"E 3769.22 —"/ CURVE INFORMATION 52 83' ` ES, COR., SEC. 26 �. 4017 °"E 612 34, RADIUS - 11,508.692' AREA LOT 2 (ALUMINUM CAP FND-) f4' 30i.17 CENTRAL ANGLE - 00°4028" % gig ` 88,975 SG1. FT. (2.04 ACRES) 1: CHORD - 135.50' ~- INCL. RIGHT-OF-WAY ��- ' `� Eo 16 S21'11'56"E 78,709 SQ. FT. (1.81 ACRES) `� EXCL. RIGHT-OF-WAY ARC LENGTH - 135,51' C%$ �, �+ TANGENT IN- S20°51'42"E 'SHED I ` AREA LOT 3 n TANGENT OUT-S21 °32'1 WE I LOT 3`� 250.825 SQ. FT. (5.76 ACRES) INCL. RIGHT-OF-WAY ❑ °0 � SOIL 242,953 SQ. FT. (5.58 ACRES _ ) ) ❑ BOR+NGs CA EXCL. RIGHT-OF-WAY o 650.30' V N88°02116 '02'16"4V 683.32' OUTLOT 4 818,936 SO. FT. (18.80 ACRES) v • '. �I)v INCL. RIGHT-OF-WAY 799,414 SQ. FT, 18,35 ACRES) \� 0 OUTLOT 5 Q EXCL. RIGHT-OF-WAY �� N 0 1,365,482 SQ. FT. (31.35ACRES) ` z INCL. RIGHT-OF-WAY 1,359,672 SO. FT. 31.21 ACRES) % EXCL. RIGHT-OF-WAY \ of ` v 9\� c� ©MS�LO T 3 o ._ stY "4 `«Ili' -hr�F swl/4 N89°36'40"W 808.99, 1" IRON PIPE FOUND 0-46' N77°56'13"E FROM - -' COMPUTED POSITION.. fl=CTI I.M. WOOL. 13 1,'G 2(e}( 2' N k- L,J 0 w p m- ro N �o w � vi w u) �~3 >TLJ O J Z In 5 p N O < ° po -3 0 w n w m¢o z z arp pvx Li cc 2 � � d w z ( K V sT2. 1 1