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Home My WebLink AboutCST-2023-205 002-1049-10-110i Itida y and Professional Services • Page 1 pS i 20Z3 1 SOIL EVALUATIQN RE C5 ^ 2(j2J— ZljS_ JUL3U� I accordance with SPS 385, Wis. Adm. Code County Z Attactrcom let site la n St. Croix / p p r�9r(It9� fM than 8 1/2 x 11 inches in size. Plan must include, - ---- but not limited t : ve ica� n�,�Qgppob�e eeeAce oint (BM), direction and percent slope, Parcel I.D. scale or dimensi ca Ion and distance to nearest road 002-1049-10-110 and 002-1049-10-120 Please print ail information. Reviewe by/ /�/ Dat Personal information youprovide � be used for secondary purposes Privac Law, s. 15.04(1� . i — `-- --- — — - — --- Property Owner Property Location ❑ Darren M..Lee Govt. Lot NE % NE YM1 S 21 T 29 N R 16 E (or) W --j Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2381 9U1 Ave _ — -- 1 CSM_26-5913 002-2013 City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Baldwin _ II 1-54002 —L I I Baldwin 19011 Ave ® New Construction Use: ® Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement E] Public or commercial — Describe: - - Parent meteri^.l Loess c_ier ylaclal till_ — _ _ _-_ _ Flood Plain elevation If a?pllcaoic Ni, ft.�� General comments and recommendations: This site requires an interpretative soils determination to possibly qualify for a mound system in the area of B-2 to 4. The initial determination of zero inches to a limiting factor (seasonal saturation) may be negated with such a report. Note that this area was recently chisel plowed and the surface is rough and uneven making surface elevations somewhat variable along the established/proposed installation contour. It is anticipated t t a slowly permeable mound design with two feet sand lift can overcome sal/site limitations and pfo\A compliant ispe sal an treatment of wastewater. 1 I Boring # ❑ Boring ® Pit Ground surface elev. 95.44 ft. Depth to limiting factor 0 in. Cnil A-H-fi- R.fa 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 00-05 10YR 3/2 1f -- sil ---- 2msbk -- -- mfr ac 1f — 0.6 ------- 0.8 2 05-08 10YR 3/2 f1f 10YR 5/6 sil sicl 2msbk 1 msbk mfr mvfr cw cw 1f 0.6 0.2 0.8 0.3 3 08-20 10YR 414 m3p 10YR 6/2 &_ 5YR 5/6 4 20-30 10YR 4/6 m3d 10YR 7/2 & 7.5YR 5/6 scl 1csbk mfr --- --- 0.2 0.3 - — -- - -- -- 2 I Boring # ❑ Boring ® Pit Ground surface elev. 99.03 ft. Depth to limiting factor 0 in. Rnil Annlicatinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color --- --- Texture sil sil Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1Ft2 *Eff#1 *Eff#2 1 2 00-10 10YR 3/2 2f-msbk mfr cw 1f 0.6 0.8 10-12 10YR 4/4 2msbk mfr aw 0.6 0.8 3 12-20 10YR 4/4 c3d 7.5YR 5/3 & 5/6 sil 2msbk mfr cw --- 0.6 0.8 4 20-30 7,5YR 3/4 c3d 7.5YR 5/3 & 5/6 sl 1csbk mvfr --- 0.4 0.7 * Effluent #1 = BOD, > 30 <_ 220 mWL and CST Name (Please Print) Leroy G.Jansky Address 12758 43rd Ave._ Chippewa -Falls, WI 54729-6610 TSS > 30 <- 150 mg/L * Effluent #2 = BOD, Signature A Alt �,r //, Date Evaluation Conducted 5/4/2023 - > 30 s 220 mq/L and TSS > 30 <_ 150 L CST Number 71599 -- Telephone Number 715 723-0408Lh) (715) 829-6571 (c) 61JU-d3 JJU (KU4//21) Page 2 of 5 1-3-1 Bering # Boring ®Pit Ground surface elev. 98.94 ft. Depth to limiting factor 0 in. C-;l A c f; o.,fe 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 00-10 10YR 312 -- sil 2f-msbk _ mfr cw 1f 0.6 0.8 2 10-12 10YR 4/4 --- sil 2msbk parting1f I mfr aw --- 0.6 0.8 3 12-18 10YR 4/4 _ cW-d 10YR 5/6, 7.5YR 5/6 & 5/3 sil 2msbk mfr cw --- 0.6 _ 0.8 4 18-30 7.5YR 3/4 c3d 7.5YR 5/6 & 5/3 sl 1 msbk mvfr --- --- 0.4 0.7 E Boring # Boring ® Pit Ground surface elev. 98.71 ft. Depth to limiting factor 0 in. Qnil Annli—fi— R.fc Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/W *Eff#1 *Eff#2 1 00-10 10YR 3/2 --- sil 2f-msbk mfr cw 1f 0.6 _ 0.8 2 10-13 10YR 4/4 --- sil 2msbk mfr aw 0.6 0.8 3 13-20 10YR 4/4 c3d 7.5YR 5/6 & 5/3 sil 1 msbk mvfr cw --- 0.4 0.6 4 20-36 7.5YR 3/4 c3d 7.5YR 5/6 & 5/3 sl 1 msbk mvfr --- 0.4 0.7 Boring # ❑ Boring F ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlirnfinn 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 <_ 220 mg/L and TSS > 30 s 150 mg/L " Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L DARREN M. LEE 2381 90TH AVE. PIN: 002-1049-10-110 LOT 1 CSM 26-5913 PART OF THE NE 4, NE 4, SEC 21, T29N, R16W TOWN OF BALDWIN, ST. CROIX CO., WIS. 6.01 ACRES APPX. 3-4 BEDROOM HOME LOCATION 304' To gM #2 BM #1 - 100.00' NAIL NEAR BASE OF TREE IN OLD FENCE LINE B-4 98.71' SCALE: 1" = 20' 0' 5' 10' 20' B-2 99.03' LATH (X) THERE IS CLOSE TO 0% SLOPE 20 FT EAST OR WEST OF INSTALLATION CONTOUR 98. 98.94' Cn O r ➢ Q° G) C m ::� w m Om cri O N SCALE: 1 " = 60' 0' 30' 60' WELL ATV GRAVEL REPAIR PARKING HOLDING SHOP AREA TANK MANHOLE COVER BM #2 - 3.85' TOP OF CONC APRON AT CORNER OF BLDG R ` B-1 95.44' DARREN M. LEE 2381 90TH AVE. PIN: 002-1049-10-110 LOT 1 CSM 26-5913 PART OF THE NE 4, NE 4, SEC 21, T29N, R16W TOWN OF BALDWIN, ST. CROIX CO., WIS. 6.01 ACRES 0 D Q° G) (n THERE IS CLOSE TO 0% m zi SLOPE 20 FT EAST OR � m O WEST OF INSTALLATION m CONTOUR "' 0 APPX. 3-4 BEDROOM HOME I Or .ATlr)M WOOD B-4 LATH (X) 98.71' .1 do B-2 99.03' 0 B-3 98.94' + BM #1 - 100.00' NAIL NEAR BASE OF TREE IN FENCE LINE SOIL & SITE REPORT PAGE 5 OF 5 ---------_---- ti 90THAVE ----__ ------ - DARREN M.LEE 2381 90TH AVE. P IN: 002-1049-10-110 LOT 1 CSM 26-5913 HE NE 1/4, NE 114, SEC 21, T29N, R16W OF BALDWIN, ST. CROIX CO., WIS. 6.01 ACRES 11 SCALE: 1" = 100' 0' 20' 40' 60' 80' 100' 4�71.... '=' , CERTIFIED SURVEY MAP PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 29 NORTH, RANGE 16 WEST, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. Lot 1_CSM UNPLATTED l.3, Pg.689 _ _ 90th Avenue VoLANDS ---- ___j__ -- 2661.76' ,LS87_13'29"E S87'13'29"E '621.88' 400.00' North 1/4 Corner Section 21-29-16 Survey Mark Nail Lot 1, CSM V01.20, Pg.5913 PREPARD FOR Darren Lee 878 240th Steet Baldwin, WI 54002 0 0 LO v 0 33.02 -- —— ____ _ 33.02 S87'13'29"E 400.00' — — LOT 1 258,279 sq.ft. 5.0626acres incl. r—o—w 245,079 sq.ft 5.626 ccres excl. r—o—w 0 Soil tests a N87'13'29"W 400.00 UNPLATTED LANDS Northeast Corner Section 21-29-16 Survey Mark Nail S87-1_3'_29"E 739.88' DRAFTED BY Joel A. Brandt 00 JB Surveying LLC Glenwood City, WI Co M UNPLATTED N _ LANDS 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. Lot 1 is zoned R-1, Residential District, which SCALE 1" = 120' allows 1 principal dwelling per 10 acres. Please contact the Community Development 0' 120' 240' Department for more information. North is referenced to the North Line of the Northeast Quarter of Section 21-28-15, which bears S87°13'29"E (St. Croix County Grid System) LEGEND Q5..... Found Government Corner (Verified Government Corner) o...... Set 3/4" x 18" Iron Rebar weighing 1.502 lbs./foot .......Found 3/4" Iron Rebar Completion Date June 2023 Sheet 1 of 2 Sheets Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way PO Box 7302 Madison, WI 53707 October 9, 2023 CUST ID NO.: 71599 LEROY G JANSKY 12758 43RD AVE CHIPPEWA FLS, WI 54729 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: MUNICIPALITY: TOWN OF BALDWIN ST. CROIX COUNTY SITE: LEE RESIDENCE 2381 90TH AVE BALDWIN, WI 54002 NE 1 /4, NE 1 /4, SEC 21, T29N, R 16 W \J , 0 S Phone:608-266-2112 Web: http://dsos,wi.eov Email: dsps(ir wisconsin.gov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-102300169-SSD Application No.: DIS-102343784 Site 1D No.: SIT-122404 Please refer to all identification numbers in each correspondence with the Department. CondlOwalty APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES i�j� SEE CORRESPOND CE FOR: SOIL SATURATION DETERMINATION The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats The following conditions shall be met during construction or installation and prior to occupancy or use: Approval is hereby granted pursuant to s. SPSP 385.60(2), Wis. Adm. Code, to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Leroy G. Jansky, Certified Soil Tester (CST), and his recommendations. • This approval is limited to the soil characteristics within the tested area. This approval is based upon best management practices and does not warranty the functioning of the system. Water conservation, wastewater disposal practices, and system maintenance will aid in the longevity of the system. • This approval is limited to the soil characteristics within the specified depths and does not include an interpretation of the redoximorphic features found outside of the specified pits and horizons. • An on -site visit was conducted by Katie Petzel, DSPS, on October 61h, 2023. • The estimated highest level of prolonged soil saturation approved under this determination is 8 inches below grade. At least 28 inches of sand lift on top of 8 inches of unsaturated, in -situ soil is required. • The basal soil application rate for the mound shall be no greater than 0.4 gpd/sf. per the recommendations of Leroy G. Jansky, CST. • The linear loading rate shall be no greater than 6.0 gpd/ft per the recommendations of Leroy G. Jansky, CST. • Chisel plowing (no backhoe teeth) mound surface to a minimum depth of 12-16" inches per the recommendations of Leroy G. Jansky, CST. 0 Incorporation of proper landscaping and smoothing of the area around the mound to ensure surface water does not accumulate along the mound perimeter per the recommendations of Leroy G. Jansky, CST. • A copy of this approval letter and attachments must accompany the system design for this site for the purposes of plan approval and sanitary permit issuance. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Katie Petzel Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov Fee Required: $240.00 Fee Received: $240.00 Balance Due: $0.00 Refund Expected: $0.00 Interpretative Determination Report Pursuant to DSPS 385.60 (2)(a), Wis. Adm. Code for Darren M. Lee Town of Baldwin, St. Croix Co., WI Proposed Use New 4-bedroom home Land Description PIN: 002-1049-10-120 NE %, NE %, Sec. 21, T29N, R16W Town of Baldwin, St, Croix Co., Wisconsin Located on 90t1' Ave. Introduction and Background Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES OI SIGN OF I STRY SERVICES SEE CORRESPOND CE The proposed use is as a residential property for a new home. There is no building or well on the proposed parcel for the home. However, Mr. Lee owns a recreational vehicle service garage on the west edge of the parcel that has a well and is served by a holding tank. A new parcel will be created for the home east of the business. The initial soil evaluation results indicated that a septic tank/soil dispersal system could not be installed because soil conditions were not redox-free for at least four inches below the A horizon. Holding tanks for new home construction in this county have generally been prohibited since 1980. The lack of a redox free zone below the topsoil or A horizon requires the certified soil tester (CST) to report the level of seasonal soil saturation as the ground surface (0 inches). The four -inch redox free separation was incorporated into the code to ensure average evaluators had enough soil depth to view contrasting colors and the depth at which they occurred without colors being masked by organic matter. It is the intent of this report to explain why the level of seasonal soil saturation is not above twelve (12) inches depth for seven consecutive days which is the standard for actual observed free water levels during a near normal spring season. In this way, the initial determination of zero inches depth to saturation can be set aside in lieu of actual monitoring well observations. By producing a more detailed explanation of the soil morphology, as related to the highest sustained level of soil saturation, the requirements of an interpretative determination pursuant to SPS 385.60 (2) (a), Wis. Adm. Code can be met. Therefore, this report serves as an addendum to the initial soil and site evaluation report of May 4, 2023, to help establish that conditions warrant lowering the assumed or default depth (of zero inches) to seasonal soil saturation to at least 12 inches and override the initial zero inch determination. Local HVdrologV No soil saturation monitoring using monitoring wells has been conducted at or anywhere near this site to directly observe the depth to seasonal soil saturation. However, a determination was conducted and approved for the family farm residence approximately 900 ft southeast of this site. Page 1 of 4 Often times, the presence of hydrophytic vegetation is an indicator of a shallow depth to soil saturation. No such indicator vegetation was observed in or close by the mound area. However, past tillage and grazing have likely destroyed vegetative indicators of prolonged soil wetness that may have existed. The land slope is less than 1% away from the proposed mound site in all directions. The proposed site actually occupies the high point within the quarter -quarter section associated with the proposed mound area. Therefore, considering that land slope direction is away from the mound site, it is reasonable to assume that surface and near subsurface water will also likely drain away in the general direction of the land surface slope. This area does not receive surface and subsurface flows from upslope areas because of its summit landscape position. Wastewater added uniformly along the contour at a reasonable linear loading rate, should not overload the natural ability of the soil below the mound to assimilate the wastewater flow. This should eliminate toe seepage even under stressed conditions such as after high rain fall events and the spring thaw. Local Geomorphology This area of St. Croix County is located within the Western Upland Geographic Providence of Wisconsin. Soils in this area consist of loess (wind) deposits overlying sandy loam glacial till. The original vegetation is thought to be white pine, hard maple and red oak. The glacial till is dense and tends to reduce permeability that results in slow subsoil drainage. Sites with at least some slope will be better drained than those that receive surface water, for example. The slope is uniformly smooth and has a linear, slightly convex shape. The hillslope position is at the summit of a low hill. The 1% land slope is not ideal (greater slope is better) which is likely why levels of saturation are still somewhat shallow at the summit position but much better than the lower footslope or toeslope positions. Even the low slope here should provide adequate hydraulic gradient to promote wastewater movement away from the mound. This site should be considered adequate on which to locate a conservatively designed mound system since the site and design promotes dispersal away from the system in all directions. Special Features/Issues There are no special features/issues of concern Comparative Evaluation The first soil boring (B-1) constructed near the service garage building showed faint redox in the A horizon. This boring is about 240 ft west and 3.S ft lower in elevation than the proposed mound site. B-1 shows that under similar climate and soil conditions redox features do form, and are easily visible, in the A horizon. Often times, organic matter can mask redox concentrations and depletions but in this case the A horizon matrix color (10YR 3/2) is not very dark and redox concentrations can easily be seen. It is for this reason, that the lack of redox indicators of prolonged soil saturation in the upper 12 inches of the soil profiles at B-2, B-3 and B-4 indicate the intent of SPS 383.44(3)(b)1 for treatment and dispersal can be met. Detailed Soil Surve The detailed soil survey (July, 1978) for this site indicates that the major soil series present is Freeon silt loam. Freeon is not classified as a hydric soil. This soil series taxonomic classification is fine loamy, mixed Typic Glossoboralfs. Freeon soils are considered moderately well drained and have slowly permeable subsoil. This results in a seasonally perched groundwater condition as evidenced by a shallow depth to redoximorphic Page 2 of 4 features. However, considering the landscape position for a mound system at the site, seasonal soil saturation shallower than the 12 inches for seven consecutive days during a normal spring season is unlikely. Conclusions Redox features in the A horizon can be observed in soils at lower elevations indicating they do form and can be observed if the site is in a water receiving landscape position. The lack of these features in the proposed area for the mound is evidence the chosen site is drier during the wettest periods. The proposed location for the mound is at the highest elevation possible on the parcel. The site has a fair hydraulic gradient and the slope shape promotes dispersal away from the mound. Soil texture and structure are suitable for infiltration across the basal area. No free water was observed in any of the soil borings and the soil moisture content observed in early May appeared normal for the time of season. The lack of redox features throughout the upper 10 inches of the A horizon and two inches of subsoil is important to note. It indicates the upper 12 inches or so of soil in the proposed mound area is not saturated for periods long enough and/or high enough to induce observable redox concentrations and depletions. Such features were observed at greater depth and in the A horizon of soil at a down slope location. Based on the above observations and discussion it is my opinion that the highest level of prolonged seasonal soil saturation is 12 inches or more as previously discussed. This will provide at least 12 inches of unsaturated in situ soil to assimilate treated effluent into the soil without ponding on or discharging wastewater to the ground surface pursuant to SPS 383.44(3)(b)1. and 2., Wis. Adm. Code. In addition, nearly full biologic treatment is accomplished in the 24 inches of sand below the aggregate area within the mound. Recommendations 1. A conservative design, such as a long and narrow mound with 24 inches sand fill for treatment. 2. Deep (12-16") chisel plowing (no backhoe teeth) across the site to ensure good sand to soil contact. 3. The recommended the basal soil application rate is 0.4 gpd/ft2. 4. A linear loading rate of no more than 6 gpd/ft. 5. Proper landscaping and smoothing the area around the mound to ensure surface water does not accumulate along the mound perimeter. If there are any questions regarding this report, please contact me. Leroy G. Jansky, CST 71599 % Landmark Soils & Septic Design i c!- October 2, 2023 Page 3 of 4 m LW .14 � �x BM #2 - 93.8 OP OF CONC APRON AT CORNER OF BLDG B-1 95.44' PAGE 4 OF 4 WOOD LATH (X) B-4 ON CONTOUR 98.71' d C� B-2 ■ ■ 99.03' BM#1 - 100.00' NAIL NEAR BASE OF TREE IN FENCE LINE 9fi �.5 9UTHµ n in rf M � N Q N 21 22 N 0 200 400 600ft DISCLAIMERThis map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code Attac7T Complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m Page 1 of 5 County St. Croix Parcel I.D. 002-1049-10-110 and 002-1049-10-120 Reviewed by Date Property Owner Property Location ❑ Darren M..Lee Govt. Lot NE '/4 NE % S 21 T 29 N R 16 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2381 901h Ave 1 -- CSM 26-5913 002-2013 City State Zip Code Phone Number ❑ City ❑ village ® Town Nearest Road Baldwin WI 54002 1 ( 1 I I Baldwin 90'h Ave ® New Construction Use: ® Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loess over glacial till Flood Plain elevation if applicable NA ft. General comments and recommendations: This site requires an interpretative soils determination to possibly qualify for a mound system in the area of B-2 to 4. The initial determination of zero inches to a limiting factor (seasonal saturation) may be negated with such a report. Note that this area was recently chisel plowed and the surface is rough and uneven making surface elevations somewhat variable along the established/proposed installation contour. It is anticipated that a slowly permeable mound design with two feet sand lift can overcome soil/site limitations and provide compliant dispersal and treatment of wastewater. 1❑ Boring # ElBoring ® Pit Ground surface elev. 95.44 ft. Depth to limiting factor 0 in. Snil Annlirntinn 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 1 00-05 10YR 3/2 --- sil 2msbk mfr ac 1f 0.6 0.8 2 05-08 10YR 3/2 f1f 10YR 516 sit 2msbk mfr cw 1f 0.6 0.8 3 08-20 10YR 4/4 m3p 10YR 6/2 & 5YR 5/6 sicl 1 msbk mvfr cw -- 0.2 0.3 4 20-30 10YR 4/6 m3d 10YR 7/2 & 7.5YR 5/6 scl 1csbk mfr — — 0.2 0.3 2❑ Boring # ❑ Boring ® Pit Ground surface elev. 99.03 ft. Depth to limiting factor 0 in. Anil Annlirntinn 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 1 00-10 10YR 3/2 --- sil 2f-msbk mfr cw 1f 0.6 0.8 2 10-12 10YR 4/4 sil 2msbk mfr aw -- 0.6 0.8 3 12-20 10YR 414 cad 7.5YR 5/3 & 5/6 sil 2msbk mfr cw --- 0.6 0.8 4 20-30 7,5YR 3/4 c3d 7.5YR 5/3 & 5/6 sl lcsbk mvfr --- --- 0.4 0.7 * FfFluent #1 = RnD > 30 <_ 220 ma/L and 1 SS > 30 <_ 150 ma/L ' Effluent #2 = BOD. > 30 <_ 220 mall and TSS > 30 < 1.ri0 ma/I CST Name (Please Print) Signature CST Number Leroy G. Jansky f� 71599 Address Date Evaluation Conducted Telephone Number 12758 43rd Ave., Chippewa Falls, WI 54729-6610 5/4/2023 715 723-0408 h 715 829-6571 c SBD-8330 (K04//21) Boring # ❑ Boring 3❑ ® Pit Ground surface elev. 98.94 ft. Depth to limiting factor 0 in. Page 2 of 5 Cnil Annlirafinn 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 1 00-10 10YR 3/2 --- sil 2f-msbk mfr cw if 0.6 0.8 2 10-12 10YR 4/4 --- sil 2msbk Dartinq 1f I mfr aw -- 0.6 0.8 3 12-18 10YR 414 c3f-d 10YR 5/6, 7.5YR 5/6 & 5/3 sil 2msbk mfr cw — 0.6 0.8 4 18-30 7.5YR 3/4 c3d 7.5YR 5/6 & 5/3 sl 1 msbk mvfr — — 0.4 0.7 Boring # ❑ Boring 4❑ ® Pit Ground surface elev. 98.71 ft. Depth to limiting factor 0 in. Rnil Annlirafinn Pnt,- 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 00-10 10YR 3/2 — sit 2f-msbk mfr cw 1f 0.6 0.8 2 10-13 10YR 4/4 --- sil 2msbk mfr aw -- 0.6 0.8 3 13-20 10YR 4/4 c3d 7.5YR 5/6 & 5/3 sit 1msbk mvfr cw -- 0.4 0.6 4 20-36 7.5YR 314 c3d 7.5YR 5/6 & 5/3 sl 1msbk mvfr -- -- 0.4 0.7 ❑ Baring # ❑ Baring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annlirafinn 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 ' Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L DARREN M. LEE 2381 90TH AVE. PIN: 002-1049-10-110 LOT 1 CSM 26-5913 PART OF THE NE 4, NE 4, SEC 21, T29N, R16W TOWN OF BALDWIN, ST. CROIX CO., WAS. 6.01 ACRES APPX. 3-4 BEDROOM HOME LOCATION 304' 7-O Bly #2 BM #1- 100.00'NAIL NEAR BASE OF TREE IN OLD FENCE LINE B-4 98.71' N SCALE: 1" = 20' 0' 5' 10' 20' B-2 99.03, , 1 , , 1 , Lo Q 0 0 �t O G , WOOD LATH (X) , 1 , , 1 , , 1 , 1 , , 1� ,1. X THERE IS CLOSE TO 0% SLOPE 20 FT EAST OR WEST OF INSTALLATION CONTOUR 98. 98.94' 0 r D Q° 0co rL=i w m Om '0 N R SCALE: 1I" = 60' I0' 30' 60' WELL .' ATV V GRAVEL REPAIRT REPAIR PARKING HOLDING SHOP TANK AREA MANHOLE COVER BM #2 - 3.85' TOP OF CONC APRON AT CORN R OF BLDG R B-1 95.44' DARREN M. LEE 2381 90TH AVE. PIN: 002-1049-10-110 LOT 1 CSM 26-5913 PART OF THE NE 4, NE 1, SEC 21, T29N, R16W TOWN OF BALDWIN, ST. CROIX CO., WIS. 6.01 ACRES THERE IS CLOSE TO 0% SLOPE 20 FT EAST OR WEST OF INSTALLATION CONTOUR APPX. 3-4 BEDROOM HOME LO('ATlr')ti WOOD B-4 LATH (X) 98.71 Lo. 0 B-2` 99.03' 0 B-3 I� 98.94' + BM #1 - 100.00' NAIL NEAR BASE OF TREE IN FENCE LINE __---------- ti 90THAVE------------ SOIL & SITE REPORT PAGE 5 JF'5 ' ' DARREN M.LEE 2381 90TH AVE. PIN: 002-1049-10-110 LOT 1 CSM 26-5913 HE NE 1/4, NE 114, SEC 21, T29N, R16W OF BALDWIN, ST. CROIX CO., WIS. 6.01 ACRES N SCALE: 1" = 100' 0' 20' 40' 60' 80' 100'