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HomeMy WebLinkAboutCST-2023-312 002-1010-80-000IP 'V^consin Department of Safety and Professional Services Division of Industry Services j SOIL EVALUATION REPORT 2023 I In accordance with SPS 385, Ws. Adm. Code OCT 2 6 Attach complete site plan on paper not less tha 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal refere ce point (BM), direction and percent slope, scale or di englpnrs,.north.a ,`and location nd distance to nearest road. ---.--�_..___..._..�,.vc' s L 'F II information. F tvoixelI.D010-80-000 *Current PID; Pending Split* R � � Date ,? I , — Personal information you provide may be used for secondary purposes Privacy Law, s. 15.04 1 m . / f, d Property Owner Property Location: Scott Green Govt. Lot: SW ''14 SW '/4 SO 5 T 29 N R 16 W Property Address 5VV Lot # Block # Subd. Name o CSM# 1117 220TH ST (current address) - 01 * *Proposed CSM* City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Baldwin I WI 154002 I (651) 253-3052 I I Baldwin 1220TH ST ■❑ New Construction Use: Q Residential/Number of bedrooms 1 Code derived design flow rate 150 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loess/silty lacustrine deposits over sandy loam till (Freepa-Ail) Floodplain elevation if applicable NA ft. general comments and recommendations: Recommend minimum 22" sand -lift POWTS mound on 100.00 contour with 0 6gpo1ft2 loading rate. Yofok LF = 14" (Redoximorphic features) F I Boring # ❑ Boring ■❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 14 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/Ftz *Eff#1 *Eff#2 1 0-7 10YR 3/2 sil 3mgr mfr cs 3f-vf 0.6 0.8 2 7-14 1 OYR 5/3 - sil 2fabk mfr gs 2f-vf 0.6 0.8 3 14-23 10YR 4/4 f2f 1OYR 5/8 & 1 OYR 6/1 sil 2mabk dsh gs 1 f-vf 0.6 0.8 4 23-29 7.5YR 4/4 c2d 7.5YR 5/8 & 10YR 512 1 2mabk dsh cw 1 f-vf 0.6 0.8 5 29-42 5YR 4/4 c2d 5YR 5/8 & 7.5YR 5/2 sl 1 mpl-Om dh 0.2 0.6 *Some large dobbles/stones present in horizonj 4 & 5 of all borings 2❑ Boring # ❑ Boring M Pit Ground surface elev. 98.90 ft. Depth to limiting factor 17 in. Snil Annlinntion 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 0-9 1OYR 3/2 sil 3mgr mfr cs 3m-vf 0.6 0.8 2 9-17 1 OYR 5/3 - sil 2fabk mfr gs 2m-vf 0.6 0.8 3 17-25 7.5YR 414 f1f 10YR 5/8 & 10YR 6/1 1 2mabk mfr-mfi gs 2f-vf 0.6 0.8 4 25-32 7.5YR 4/4 f2f 1OYR 4/6 & 1 OYR 6/1 I-cl 1 mabk mfi gW 2f-vf 0.2 0.3 5 32-44 5YR 4/4 c2d 5YR 5/8 & 7.5YR 5/2 sl 1 mabk-Om dh 1f-vf 0.2 0.6 *Horizon 5 al o had discoriltinuous pockets of .5YR 4/4 Is (Osg; ni F-ffh ient J#1 =Fir 111 > 3n < 7O 1M mn/1 And I tiff > 'in < 1 in mn/I Ftth iant &t7 = Rf 11 ) < 'All mnll and I tiff < 31l mn/I CST Name (Please Print) Signature 5ej-41330832 CST Number Ryan Bechel (Advanced Environmental LLC.) Address Date Evaluation Conducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 10/18/23 (651) 327-0074 bbU-dJ;SU tKU4/15) ❑3 Boring # ❑ Boring 0 Pit Ground surface elev. 100.00 ft f Depth to limiting factor 19 in. Snil Annlinitinn 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 0-9 1OYR 3/2 - sil 3mgr mfr cs 3m-vf 0.6 0.8 2 9-15 1OYR 5/3 - sil 2fabk mfr gs 2m-vf 0.6 0.8 3 15-19 10YR 4/4 - Sid 2fabk mfi gs 1 m-vf 0.4 0.6 4 19-32 7.5YR 414 f2f 1oYR 5/8 & 10YR 611 I 1 msbk dh gw 1 f-vf 0.4 0.6 5 32-40 5YR 4/4 c2d 5YR 5/8 & 7.5YR 5/2 sl 1 mpl-Om dh 1 f-vf 0.2 0.6 4❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Rnil Gnnlirafinn 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 7 'Eff#2 5❑ Boring # ElBoring ❑ Pit Ground surface elev. ft. Depth to limiting factor 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 * 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 mg/L Designer: Ryan Bechel @ 2023 Advanced *All properly lines not O Benchmark Certified Soil Tester: 1330832 Environmental LLC. ADV. ANCED drawn are >I 00ft from SYSTEM NOTkS S eptic'fank: Designer of Engineering Systems: D 2263-7 All 1-0 Soil Boring N rights reserved. system* + + SCALF + + SCATTERED T�EkB�U�Ht 215' 0. 50, + + + + + Pump Tank: CD CD + + + 4 O CD PROP05ED LQT 01 C:) 0- + **Well to be located >50ft Soil Treatment Area: rr + a / L + + from trea4ent d-rea & -Recommend minimum 22'sand-lift POWTS mound on 00 a, soil 100.00 contour with 0.4gpdM2 loading rate -Depth to restriction = W(Redoximorphic features) >25ft from tariks**t CD Contour= 100,00' CD V0 + BM2 103.00 -Slope 3% 00 Top nail in 30" + -t- + 4 hardwood treeono (20" above grade) + + +EP � REE�/BRO so 83 SC ATT4ER + + to west P.L./ + + + 220TH ST C/L 098-90 BM1 = 100.00 + + WOTE Nurne+,,, + Distribution: 62 Top nail in 18" split/ bse "d -System w1l require pressure distribution hardwood tree ±605' (12" above grade) + + t4oughtut aria; + C8-n tro n tslAj rro An g + + anirr61s*-- Ant' ---- ­4 0 'r /t + 4 4 1 —'_Ipated D riveway-- lip �p Q& 4- LOCATION MAP (not to scale) Field edge + + _17 4- Field 17, + +\ edge + 0 ES + SITE + + CD + "H to South P.L. 4- + + + + PREPARED FOR: Scott Green Site Address: + + + + + TBD 220TH ST + + + Baldwin, WI 54002 CATTEP�ED TyREEWgRUSSO PID: 002-1010-80-000 ±22.29 Ac. Legal: LOT 01; Proposed CSM + SW 1/4 SW 1/4 S05 T29N R16W Town of Baldwin Certified Statement: This system has been designed and evaluated in accordance with State and Local coder. The soil treatment am must remain protected from disturbance and/or oompactian before and after construction. NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDEFINITELY. System must be property maintained. Review your system's management plan for information on proper coins and maintwon�. Scale: 1" = 50' Date: 10/18/23 SCC ArcGIS Web Map t ; • , , , . .,, a i♦ f .cef+1.■,��e 11Y133 220TH Sr . .�` 4e f2194 IIGTH VE # INWIM r CSM VOL 9 PG 2545 10/13/2023, 8:45:05 AM 13,248 0 105 210 420 ft Site Address Points Lot and Units Park General Common Element Flood Hazard Areas DrainageEasement Outlot Lot Tax Parcels ZONE A 0 30 60 120 m Unit ZONE AE WONR. SCC COO. SCC COD, FEMA, SCC ODD Public ROW Limited Common Element 0 Subdivision/CSM Boundaries Web AppBuilder for ArcGIS SCC COD I WDNR, SCC CDD I SCC CDD and SCC Highway Dept I FEMA. SCC COD I CDD and NPS I National Geospatial-Intelligence Agency (NGA); Delta State University; Esri I WI Dept. of Natural Resources Division of Water i` SOIL TEST LOCATED IN PART OF THE SW1/4 OF THE SW1/4 OF SECTION 5, T29N, R16W, TOWN OF BALDWIN, ST. CROIX COUNTY, WI. j WEST QTR COR. - SEC. 5 LOY T (FOUND 1" STEEL C Sm Woof. �F� p(3 4J, SURVEY MARK NAIL) lU—NPLAe `1 TIED LANDS � I LOU UNPLL,ATTED LANDS (OWNED BY GREEN) — 0 Q I � � S87'58'05"E 506.46' FENCE 4 5' WEST S7 `3.11' 8 E 3p9 S82-27'45"E Icl� 3 y o 7 0' 125.54' —4 N 3 w x N ~ rn ©I co w �J� 1 C� M N �INP J ul <t c� Z Iw ©IN0 13 Z o o �•. C�Ir � __ J LOT T o Z LOT 2 o �Im C�SiM VOO_L. 2, p . 3(33 22.29 ACRES 1uj o DDOOGMG�CI�11`P # 33 C FENCE 1.2' WEST 970,803 SQ. FT. RIGHT OF WAY)lo t w n I gl o z------------� �. (INCLUDING �� Z FENCE 0.3' WEST 144.00 22.07 ACRES o �I Ct S89'57'15"W 961,519 SQ.FT. EX. DRIVEWAY (EAST) (EXCLUDING RIGHT OF WAY) r� 99 33 33 � � o �i di oz ooai '- J �� O O so TF�' w x H w N j w FENCE 0.2' WEST z z ® LL O p� �' I j,I (►MES r) ~ N89' 7'15" 524.0 z a j 491.00' SCALE IN FEET UI oI o 33.00'` o 100 200 I N EX. FIELD DRIVE O't (FUTURE DRIVEWAY) col ul) N cv N cq co O TIPPED 1.3' IRON PIPE TIPPED 1.3' IRON PIPE FOUND N04'48'28"E 3.76' I O O FOUND N04°16'06"W 1.67 FROM COMPUTED POSITION O Z FROM COMPUTED POSITION z 33.03' � SOUTH LINE OF THE SW v, - SW y, OF SECTION 5 6191 ' (656 4J) 658.62' N87'38'40"W 1309.86' a l SW COR. - SECS N87'38'40"W 2619.72'- N87'38'40"W 1309.86' Q (FOUND 1" STEEL (N8776 40"W 2619.70) m I SURVEY MARK NAIL) UNP TTEDD "LL��MS I LOT SOUTH QTR COR. - SEC. 5 (OWNED BY OTHERS) (FOUND ALUMINUM MOL. 9, PQo 264i COUNTY MONUMENT) 5vLAND SURVEYOR: PREPARED FOR: SOLUTIONS JOSEPH GRANBERG SCOTT GREEN DRAFTED BY: JMS 1428 134TH AVENUE 1117 220TH STREET JOB NO. 282-001 SHEET �X%+`�N NEW RICHMOND, WI 54017 BALDWIN, WI 54002 DATE: 10/26/23 1 OF 2