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HomeMy WebLinkAbout018-1000-40-020 (4)1 11 Page afety & Professional Services of 4 �Z3 SOIL EVALUATION REPORT C � C�„� $ JUN k In accordance with SPS 385, Wis. Adm. Code County I ST. CROIX Attach com ete site a Pa M,nO Less thar� 8 1/2 x 11 inches in size. Plan must include, but not limit to ve tt 'z I )W"ffieWtncje point (BM), direction and percent slope, Parcel I.D. scale or dim ns ion and distance to nearest road. 018 - 1000 - 40 - 020 Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(l)(m)). Property Owner Property Location STEVEN C. CODY govt. lot 2, SW 1 /4 NE 1r. S 01 T 29 N R 17 W Property Owner's Mailing Address Site Address or CSM and Lot #: 2067 117TH AVENUE I I I ZIH AMENUE; PROPOSE[) LQI 3 City, State, Zip Phone Number 0 City El Village Town Nearest Road BALDWIN, 1W1 64002 HAMMQNQ 11 7TH AVENUE EiNew Constaction Use: � Residential/ Number of bedrooms NK Code derived designflow rate NK GPD 1:1 Replacement F1 Public or commercial — Describe- Flood Plan elevation if applicable NA ft. Parent material- glacial till General comments and recommendations: MOUND SYSTEM WITH AN APPROV D INTERPRETIVE DETERMINATION BY THE STATE OF WISCONSIN — 0.4 LOADING RATE W1 .0 FT. SAND jll_OR 6 LR WITH 2.0 FT. SAND FILL !n ON =3 nz FOR GEOMA-T.-- OT)0�5 See Boring # ❑ Boring 1182.27 Pit Ground surfalcelev. 1183.1 ft. Depth to limiting factor 0 in. elev. ft. 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 *Eff#2 1 0-10 1 OYR3/2 fl f 1 OYR3/4 sil 3f-ma&sbk ds cs 3vf-co 0.6 0.8 2 10-16 10YR4/4 f1f 10YR4/6 cl 2fsbk&gr dsh as 1 of -co 0.4 0.6 3 16-30 5YR4/4 c2d 7.5YR5/8 sl orn deh 0.2 0.6 Horizon 3 has Wme cobs Boring # (Boring [Pit Ground surface elev. I I a 1,9 ft. Depth to limiting factor 10 In./ elev.118l;Q"t. 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 *Eff#2 1 0-10 1 OYR3/2 sil 3fsbk&gr ds cs 3vf-co 0.6 0.8 2 10-16 7.5YR4/4 f 1 f 7.5YR4/6 cl 2fsbk dsh as 1 vf_c0 0.4 0.6 3 16-24 5YR4/4 c2d 7.5YR518 sl Om deh 0.2 0.6 CST Name (Please Print) Signature umber MARY JO HUPPERT(HOLLISTER'S SOIL TESTING & DESIGN), 224832 Address Date Evaluation Condu5id;7 Telephone Number 25720 FIREFLY LANE, WEBSTER, WI 54893 1 01 - 24 & 06- 12 20231�a�W�jy 715 - 426 - 1775 Effluent #1 = BOD > 30:5 220 mg/L and TSS > 30s 150 mg/L Effluent #2 = BOD, :5 30 mg/L and TSS :5 30 mg/L SBD-8330 (R03/22) STItVEN C. CODY Boring # (Proposed Lot 3) Page 2 of 4 0 Boring 1182.45 M Pit Ground surface elev. 1183.2 ft. Depth to limiting factor 9 in. / elev. ft. I Soil Armlication Rate I 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 0-9 1 OYR3/2 sil 2fsbk&qr ds cS 3vf-co 0.6 0.8 2 9-17 1 OYR4/4 f 1 f 10YR4/6 cl 2f-msbk dsh as 1 of -co 0.4 0.6 3 17-25 5YR4/4 m2d 7.5YR5/6 01M -L- den 0.2 0.6 Boring # Boring 9 11 79.5j. Pit Ground surface elev. 1180.3 ft. Depth to limiting factor in. / elev. 0.75 I Soil Application Rate I 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 0-9 7.5YR3/2 sil 2fsbk&gr mvfr cs 3vf-co 0.6 0.8 2 9-16 7-5YR4/4 f 1 f 1 OYR4/6 sicl 2f-msbk dsh as 1 vf-co 0.4 0.6 3 16-27 5YR4/4 m2d 7.5YR5/6 sl 0M Mfi 0.2 0.6 Boning # E] Boring [:] Pit Ground surface elev. ft. Depth to limiting factor in. / elev. [ Soil Application Rate I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftl *Eff#1 *Eff#2 * Effluent #1 = BOD > 30:5 220 mg/L and TSS > 30 < 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS, 15 30 mg/L SOIL BORING LO".131,r% T I O N SKETCH ;.;In 1-n 1. ftLyg a its uw&.- LOT 3 w� 117TH AVENUE"' WATH uNf Of Lm r -BENCH MARK TOP OP IRON PIPE J US, 7 Fr. 117TH AVENUS RIGHT OF WAY W �L BORING { LOT 3 y SOIL BORIN E SCM: i INO.4Q Fill' 40 Q so VOTMAL CO"CK DATUM: OVO 1908 IL 11ORIN J377.7 DEWM$POT UYATiC N �'Y'�` Professional Services Page Of 4 SmDepaft ft A Division of Industry Services Div" SOIL EVALUATION REPORT MAR '0 9 C county I n accordance with SPS 385, Wis. Adm. Code 31, ST. CROIX Attach complete 1' site, - pape Tr, ess than 8 1/2 x 11 inches In size. Plan must include, pbint (BM), direction and percent slope, Parcel I.D. but not limited to veitlatarrrf scale or dimensions, north arrow, and location and distance to nearest road. 018 - 1000 - 40 - 020 Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s- 15-04(l)(m))- Property Owner Property Location STEVEN C. CODY govt. lot 2, SW'/4 NE 1/4 S 01 T 29 N R 17 W Property Owner's Mailing Address Site Address or CSM and Lot 2067 11 TTH AVENUE 117TH AVENUE; PROPOSM I OT 3 City, State, Zip Phone Number ❑ city ❑ Village 0 Town Nearest Road x BALDMN, WI 54002 HAMunNn 11 7TH AVENUE .UResidentiaf/Nurnberofbedroorns NK NK GPD New Const:rWion Use. Code derived d&_-;ignflow rate EIReplacenent El Public or commercial — Describe: Flood Plan elevation if applicable NA ft. Parent material- glacial till General comments and recommendations: MOUND SYSTEM WITH AN APPROVED INTERPRETIVE DETERMINATION BY THE STATE OF WISCONSIN — g.-2 LOADING RATE W/3-0 FT. SAND FILL OR 04 LR WITH 2-0 FT. SAND FILL i-tol F(3'rr'? %GEOMA-11'. 1 Boring # ID Boring 14 Pit 1182.27 Ground surface elev. 1183.1 ft. Depth to limiting factor 10 -'in- / elev. ft Soil Application 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 0-10 1 QYR3/2 sil 3f-ma&sbk ds CS 3vf-co 0.6 0.8 2 10-16 1 OYR4/4 f 1 f 1 OYR4/6 d 2fsbk&gr dsh as 1 vf-co 0.4 0.6 3 16-30 5YR4/4 c2d 7-5YR5/8 sl Om deh 0.2 0.6 Horizon 3 has some cobs Boring # EjBoring QP[t Ground surface elev. 1181-9 ft- Depth to limiting factor 10 in. /elev.1181-0-A. I Soil ADDlication Rate I 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 1 OYR3/2 sil 3fsbk&gr ds cs 3vf-co 0-6 0.8 2 10-16 7.5YR4/4 f1f 7.5YR4/6 CI 2fsbk dsh as 1 vf-co 0.4 0.6 3 16-24 5YR4/4 c2d 7.5YR5/8 sl Om deh 0.2 0.6 CST Name (Please Print) Signature --FST Number MARY JO HUPPERT(HOLLISTER'S SOIL TESTING �/ & DESIGN) 224832 Address ps Date Evaluation Con Telephone Number 25720 FIREFLY LANE, WEBSTER, WI 54893 1 01-24,2023 715 - 426 - 1775 Effluent #1 = BOO > 30:5 220 mg/L and TSS > 30 f- 150 mg/L Effluent #2 = BOO, � 30 mgJL and TSS:5 30 mg/L SBD-8330 (RO3/22) SOIL BORING LOCATION SKETCH LOT 3 STEM e.0 C.1� C!dn ntc 44, 6401 T2gtJ W T F OI►MMO N I St. CRDUX L►pW�'�l 117TH AVENUE — — —co�— — -- NORTH LINE OF LOT 3 --BENCH MARK w �i TOP OF IRON PIPE 1185.7 FT. 117TH AVENUE RIGHT OF WAY ........ �— ! w IL BORING � _ __------ 831 r_____w_ x3 i 4 LOT 3 SOIL BORING# 63' ------ x1183.2 NORTH SCALE: 1 INCH a 40 FEET vs N 40 20 0 so VERTICAL CONTROL DATUM: NAVD 1988 OIL BORIN x 1181.9 x1177.7 DENOTES SPOT ELEVATION r�-,� Wisconsin Department of Safety and Professional Service'' s Phone: 648-266�2112 Division of Industry Services Web: http:ffdsps.wi.ov 4822 Madison Yards Way PO Box 7302 ! - Email: dsps,Twisconsin.gov Madison, WI 53707 yly " Tony Evers, Governor Dan Hereth, Secretary June 23, 2023 CUST ID NO.: 224832 MARY JO HUPPERT 25720 FIREFLY LANE WEBSTER, WI 54893 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: NA MUNICIPALITY: TOWN OF HAMMOND ST. CROIX COUNTY SITE: STEVEN C. CODY 117TH AVENUE BALDWIN, WI 54002 SW 1 /4 OF THE NE 1 /4, SEC. 01, T29N, R 17 W FOR: SOIL SATURATION DETERMINATION Identification Numbers Plan Review No.: PWTS-062300087-SSD Application No.: DIS-052321321 Site ID No.: SIT-1 15697 Please refer to all identification numbers in each correspondence with the Department. CO"ITI'QNALLY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES C�� k�lt�L�-: U�c-• SEE CO ESPONDENCE 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. The following conditions shall be met during construction or installation and prior to occupancy or use: • Approval is hereby granted pursuant to s. SPS 385.60(2), Wis .Aden. Code, to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Mary Jo Huppert, Certified Soil Tester (CST) and her 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 practice and system maintenance will aid in the longevity of the system. • On -site visit was conducted by CeCe Rudnicki, DSPS on May 24, 2023. • The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in -situ soil is required for adequate treatment and dispersal. • The basal soil application rate for the mound shall be 0.4 gpd/sf, and the linear loading rate 4.5 gpd/ft. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. • Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. • This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. • This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. • A copy of this approval letter and attachments must accompany the mound system design for this site for 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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 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, Elizabeth Rudnicki Division of Industry Services Phone: 608-400-3186 Email: elizabeth.rudnicki@wisconsin.gov Fee Required: $240.00 Fee Received: $240.00 Balance Due: $0.00 Refund Expected: $0.00 INTERPRETIVE DETERMINATION REPORT Property Owner: STEVEN C. CODY Site Location: SW 1/4 OF THE W 1/4, SECTION 011 T29N I Rl 7W Town of HAMMOND ST.CROIX COUNTY PROPOSED LOT 3 Structure To Be Served: CREATION OF NEW LOTS (STRUCTURE NOT KNOWN) Prepared by: jl� a mo Huppert, eSf-#224832 WJ�� Date: Designer #1859-007 - 0505 023 CONDITIONALLY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES HOLLISTER"S SOIL TESTING Ei DESIGN 25720 FIREFLY LANE WEBSTER, Wl 54893 Phone: (715) 426-1775 Emait: hottisterdesign@outtook.com AAL 1. el&E SEE CO ESPONDENCE PAGE: 1 OF 18 I. INTRODUCTION This soil tester was contacted by another soil tester questioning the probability of the soils passing A +4 inches that is required to install or pass a tot for building purposes. A few soil reports that were completed in the area were reviewed. This soil tester completed 4 site and soil evaluation reports. It was determined that 3 of the 4 tots would need an Interpretive Determination Report as A+O conditions where on this site. This report is required to determine the suitability for installation of a private on -site wastewater treatment system (POWTS) in lieu of groundwater monitoring per State of Wisconsin Department of Safety and Professional Services regulations. 11. PREPARATION OF REPORT This report is being prepared according to the standards set forth by SPS 385.60(2) of the Wisconsin Administrative Code and a guideline prepared by Leroy Jansky called "Preparing the Interpretive Determination Report." Ill. REQUIRED INFORMATION A. A Soil Evaluation Report has been conducted according to SPS 385.40 and is attached as part of this report. B. Local Hydrology 1. Surface Water: no ponding appears to take place on the site based on the slope of the land. The tested area has a 4.5 percent slope. 2. Subsurface Water: some rainfall (eaves the site and some is absorbed into the A horizon. The silt loam texture within the A horizon has good structure with root and worm action taking place. The subsoil has a weaker structure and more clay content which tends to hold more water due to the evidence of redoximorphic features at 9 to 17 inches. 3. Soil Saturation.- soil appears to become saturated under the A horizon due to evidence of redoximorphic features. Saturation conditions vary due to the depth of the heavier sandy loam till. No water was observed in any of the pits. 4. Surface Water Elevations - this (and area is located approximately 1400 feet west of Pine Lake. The elevations flow southeast and easterly toward the Creek. See the attached topography map from the United States Geological Survey. PAGE 2: STEVEN CODY / ST. CROIX COUNTY C. Geomorphology 1. Parent Material - The parent material is loess over dense loamy tilt according to the United States Department of Agriculture Soil Survey. See attached soil series description from the web site. 2. Landform Type - The proposed system will be in soils formed in silty material with underlying sandy loam till. C1. Landscape Position and Local Topography - The proposed system is located in the middle of the landscape and on the shoulder of the area. The shape of the slope is linear to a minimum degree. The ground surface elevation is at approximately 11 B3 feet mean sea level with tower elevations southernly and to the east. See attached USGS Topographic Map. CH. Soil Series and Mapping Units - The Soil Survey of St. Croix County has the area mapped as a Freeon Series. This soil tester encountered the conditions similar. The typical profile per the Soil Survey is (in a cultivated area) is attached as part of this report. The series is described as moderately well drained soils on sloping areas from 0-20% of ground moraines. Permeability is moderate and water capacity is at 7.9 inches. Field Observations - the proposed site has not tilled for many years. The site currently is fallow. The soils identified were similar to the Freeon Series with redoximorphic features under the A horizon estimating high ground water to be at 9 inches. G. Comparative Analysis - All borings were similar except B2 has a 9 inch A horizon instead of 10 inches. They all had low and high redoximorphic conditions under the A horizon. The prolonged saturation does occur at greater than 10 inches. There is no prolonged saturation for more than 7 consecutive days within the top 9 inches which is more than the minimum required by Code which is 6 inches. PAGE 3 - STEVEN CODY / ST. CROIX COUNTY Government Reports and Comments - two Interpretive Determinations have been approved in the area. One is directly northwest of proposed lot and one is to the west on neighboring lot. IV- Conclusion and Recommendations - the site is suitable for a POWTS as evidenced by the redoximorphic conditions described above. There appears to be no evidence of hydric soils or hydrophytic vegetation. Most of the surface water leaves the site due to the position in the landscape. There is a slope to the site of 4.5% and no surface ponding anywhere. No prolonged saturation occurs within the top 9" as evidenced by lack of the redoximorphic features. 1. The system shalt be installed on the elevation of 1183 ft. 2. The sand fill shalt be 2.5' of ASTM C-33 code required material. 3. Plow depth should be a minimum depth of 12 inches during dry soil conditions so there is no chance of soil smearing. A few inches of sand is to be placed on the area before plowing. 4- The system to be 4.50 GPD/ft2 linear loading rate. 5. Construct the toe area of the mound system at a 4-.1 slope instead of the required 3:1 to increase absorption area. 6. This area is to be protected before constuction. The State of Wisconsin, Department of Safety and Professional Services will review the site and report to make a final approval. Submitted by., moo Mary Jo Ruppert Certified Soil Tester #224832 Designer #1859-007 Dated: 05 - 05Y 2023 REFERENCES: I.) Martin, L. (1965). The Physicat Geolga of Wisconsin. University of Wisconsin Press. Madison, Wisconsin. 2.) Sari Survey of St. Croix County. (1978) United States Department of Agriculture, Soil Conservation Service, with the Research Division of the College of Agriculture and Life Sciences, Urdversity of Wisconsin. 4.) State of Wisconsin. Department of Safety and Professional Services Code, Chapters 383 and 385. 5. United States Geological Survey. Topographical and aerial maps downloaded from : 'nttp://terraserver.microsoft-corn PAGE 5 OF 18 e f4 Wisconsin Depatment of Safety& Professional Services Pag • i y Division of Industry Services SOIL EVALUATION REPORT rs County In accordance with SPS 385, Wis. Adm. Code ST. CROIX Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, Parcel I.D. but not limited to vertical and horizontal reference point (BM}, direction and percent slope, 018 - 1000 - 40 - 020 scale or dimensions, north arjow, and location and distance to neatest road. Please print all information. Reviewed by Date Personal inforn-tation you provide may be used for secondary pyipases (Pr -- y Law, s. 15,04(i)(m)), -0. 0 (a Property Owner Property Location STEVEN C. CODY govt. lot 2, SW'/,& NE !/A S 01 T 29 N R 17 fj" W Property Owners Mailing Address Site Address or CSM and Lot 2047 11 TTH AVENUE 1jZM AMENUL MO- can I ^T 3 - City, State, Zip Phone Number Q city D Village Town Nearest Road BALDWIN, W1 64002 BAMOND 117TH AVENUE U New Cansftuaion Use: 51 Resklen"I/ Numberof bedmorns NK Code derived dftgnflow rate NK GIRD 0 Repiacenwnt C1 Public or commercial - Describe: Flood Plan elevation if applicable NA A Parent materia!— aco till General oomments and recommendations: MOUND SYSIFEM WITH AN APPROVED INTERPRETIVE DETERMINATION BY THE STATE OF WISCONSIN - 0.4 LOADING RATE W/3.0 FT. SAND FILL OR 0.6 LR WITH 2.0 FT. SAND FILL 13cRing # Boxing 1182,27 1 Pit Ground surface elev. 1183.1 ft. Depth to limiting fWar-9---h / elev. ft Snil Annfir-ation 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 0-10 10YR3/2 f 1 f 10YR3/4 sil 3fma&sbk ds cs 30-00 0.6 0.8 2 1 G16 10YR4/4 f1f 10YR416 d 2fsbk&gr dsh as 1 1 vf-co 0.4 0-6 3 16-30 SYR4/4 c2d 7,5YR5/8 sl Orn deh 2 0.6 Horizon 3 has slxnecobs 1 2 Boting # []Boring []N Ground surface elev. 1 IBUJI - Depth to 4nitingtactor 10 in.lelev.1-1810 Soil Application Rate Horizon Depth In Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh- Consistence Boundary Roots GPD1Ft2 F-ff#1 *Eff#2 1 0-10 10YR3/2 sil 3fsbk&ar ds cs 3vf-co 0.6 0.8 2 1 G16 7.5YR4/4 f if 7 5YR4/6 d 2fsbk dsh as 1 vf-co 0.4 0.6 3 -24 5YR414 c2d 7,5YRS/8 SI om deh 0.2 0.6 CST Name (Please Print) Signature %. / ! MARY J 0 H UPPERT(HOLLISTER'S SOI L TES I ING & DESIGN) .44 Address Date Evaluation Condua& 25720 FIREFLY LANE, WEBSTER, V%A 54893 01 - 24 & 06- 12. 20'A - F-Muent #1 = BOO > 30 s 220 mg/L and TSS > 30 % ISO moll- 4 :�W.,Iumber '1 2241532 rr Telephone Number 11 If 715 - 426 -1775 • Effluent 02 - BOO, f. 30 mg/L and TSS f. 30 mg/L SBD-8330 (R0302) STEVEN C. CODY 03 Boring # (Proposed Lot 3) 0Baring UPit Page 2 d 4 Ground surface elev. I1 3.2 ft Depth to (uniting facto( 9 —in./elev. 1182-45 ft. Sol Application Rate Horizon Depth In. I 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 10YR3/2 2fsbk&A,..r ds CS 3vf-co 06 0.8 2 3 9-17 17-25 10YR414 5YR4/4 f1f 10YR4/6 m2d 7.5YR5/6 Cl 2f-msbk 0M dsh deh as 1 of -co Q4 0.2 0-6 0,6 1 4 1 Boring # Boring 9 1179.5 Pit Ground surface elev. 1180.3 ft Depth to limiting factor —in. / etev- 075 Sol Application Rate Horizon Depth Dominant Color Redox Descrption Texture Structure Consistence Boundary Roots GPDiFe In. Munsell Qu_ Az- Cont, Color Gr. Sz Sh. OEff #1 -EtT#2 0-9 7,5YR312 51 2rsbk&gr mvfr CS Avf-co 0.6 0,8 2 9-16 - 7.5YR4/4 f 1 f 1 OYR4/6 s1cj 2f-msbk c1sh as I of- 0.4 0-6 3 16-27 5YR4/4 m2d 7_5YR5/6 Om 02 0.6 Boxing # E) Boring E] Pit Ground surface elev. —ft Depth to limiting factor in. / elev.— ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Fe n, Munsell Qu. Az. Cont. Ctkw Gr. Sz. Sh. ---- -- I - -1 1 *Eff#1 'U#2 0 EMu&it#1 = BOD > 30 5 220 MWL and TSS > 30:5150 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS:5 30 MgIL SOII BORING LOCATION LOT 3�) LOW., -L9, IL. S%WY-4 -W-im -- I I 7TH AVENUE 442441 NORTH LINE Of tOT3 KN01 MARK •©A Of :ROAD PIP[ liss I(T POW I O W1 SKETCH 11 7TH AVENUE RIGHT Of WAY Lom 9"ING a 1-4 ,--- 3%owo DIV LOT 3 $OIL 00RINGA3 1281 2 $CALE I INCX w40FIE11 7 40 2© VERTICAL CONTROL DATUM NAVID 1986 $0 1 L 80KI NG 11 DE140TES SPOT [LIVA130#4 40. AL jr � i � �``•- '#f : i. ► i+F � # �.M� `�� +` �''� Alt jo le it 40 b' r � t- .f1 #J � � a.�.a�� .• �.t� s ,� � f`�' � 3i Ir !- + .. •+ d .41 vj14 jr 541 do JA PAU i • ` ' /y i W. OF 14 Vol. y • i f '� .ti: f i �. `'. _#`� ;"a'� f- �!� •# s it � /' + . s/' �'' a� �- ' a a '� ! � •, �� i a a t fil . fi' r s` ii �], _ s • `fit ^• �r / ''�,.1 i ! .� . Aw, ` 00 , � i"v• i i d T .-4 PACL 110 OF Is Topo STEVEN CODY LOTS r , :4, per 4A 46. Lake "4W AL • f PAGE t I OF t : �08 F08 AuA AjA A►vA AjA w FoB � ry r'!11 Av�flB� 1 , f M y Y+�"�M"�. k ��• air ^ � •1 s �" r {- '� � � �� I tw �I .r •�T w �t p a`a ..: y 'i ' Y.'� '���"v*�? p�C'7�"r""t��^M,,. .«a` _ : kjrii. $'._ � �y�."w'YM," r� 'S"�:,'!'s+ y i M "'J � ,4 Y�.,� ���uJ=,• FriS 1 rr A �. .� vi Srm sm AtT L) . s'. V aS r o 41R, M 1"Pir CoyY Lars prr SCC ArcGIS Web Ma I 1179 207M 1182 207TH SST Am"Lm TH T 12/5/20220 9:13:58 AM 1:4,514 0 0.03 0.05 0,1 mi Site Addrm Points Tax Parcels z 300 FT River/Stream Flood Hazard Aron = ZONE AE - FLOOD',AWI i­ k Al 11 L -_ -I _Ir I DrainageEssernent Shoroland Oveday District 1000 FT Lake/Pond ZONE A 0 0.04 0.09 0.17 km Lot 75 FT Building Setback ZONE AE WDNR. SCC CDC), SCC CDD and SCC Highw4y Dept, SC.:; CIDD, FEM& SCC coo "ob AppW 06of torArcGJS SCCCDD I VYDNR SCC CDD 1 t'41 Dept. of Nawral Resources Dwsion of Water I SCC CDO and SCC Highway NO I FEMA, SCC CDD I CDD oldNPS I National GiecomaluoWmaUmpsirA Aoswir V - Ai r)pug% (;[Atp, irwareft- Seri I LOCATION FREEON WI+MN Established Series Rev. DJH-DEJ-HFG 04/2006 The Freeon series consists of very deep, moderately well dram'cd soils which are deep to a densic contact. They formed in loess or silty lacustrine deposits and in the underlying dense sandy loam till on ground moraines, end moraines, disintegration moraines, drumlins, and ice -walled glacial lake plains. Permeability is moderate in the silty mantle, slow or moderately slow in the till subsoil, and very slow in the substratum. Slopes range from 0 to 20 percent. Mean annual precipitation is about 30 inches. Mean annual air temperature is about 42 degrees F. TAXONOMIC CLASS: Coarse -loamy, mixed, superactive, frigid Oxyaquic Glossudalfs TYPICAL PEDON: Freeon silt loam - on a convex 2 percent slope in a cultivated Reid at an elevation of about 1,200 feet. (Colors are for moist soil unless otherwise stated.) Ap--O to 7 inches; very dark grayish brown (IOYR 312) silt loam, light bTownish gray (IOYR 6/21 dry; moderate fine subangular blocky structure; friable: common fine roots- about 2 percent gravel: moderately acid; abrupt smooth boundary. (6 to 9 inches thick) E/B-7 to 19 inches; about 60 percent brown (I OYR 5/3) silt loam (E), very pale brown (I OYR 7/3) dry; weak medium platy structure; friable; extends as tongues into or surrounds remnants of dark yellowish brown (I OYR 4/4) silt loam (Bt); moderate fine subangUlar blocky structure.; friable; few distinct dark brown (7.5YR 3/4) clay films on faces of peds; common fine and very fine roots; many very fine and few medium tubular pores; conimon coarse pTominent strong brown (7.5YR 416) masses of iron accumulation; about 5 percent gravel and I percent cobbles; slightly acid; clear smooth boundary. (0 to 15 inches thick) 2B/E--19 to 39 inches; about 70 percent dark brown (7.5YR 3 )/4) sandy loam (Bt); moderate medium subangular blocky structure; friable; common faint dark brown (7.5 YR 314) clay films on faces of peds; penetrated by tongues of brown (I OYR 5/3) sandy loam (E), very pale brown (I OYR 7/3) dry; weak thick platy structure.- friable; few fine roots; many fine tubular pores; common coarse prominent strong brovm (7.5YR 5/8) masses of iron accumulation; about 12 percent gravel and I percent cobbles; strongly acid; clear smooth boundary. (The glossic horizon ranges from 5 to 40 inches thick.) 2Bt--39 to 53 inches; dark reddish brown (5YR 3/4) sandy loam; moderate fine and medium prismatic structure tending to part along horizontal cleavage planes to weak thin plates inherited from the parent material; firm; few fine roots; common fine tubular pores; common fine and medium vesicular pores. - common faint dark reddish brown (5YR 3/4) clay films on all faces of peds; very few prominent brown (I OYR 5/3) silt coats on vertical faces of peds; few coarse prominent strong brown (7.5YR 5/8) masses of iron accumulation; about 5 percent gravel and I percent cobbles; strongly acid; clear smooth boundary. (5 to 30 inches thick) 2BCd 1- 53 to 69 inches; dark reddish brown (5YR 3/4) sandy loam-7 weak very coarse prismatic structure tending to part along horizontal cleavage planes to weak thin plates inherited from the parent material; firm; many fine tubular pores; few medium vesicular pores; common faint dark reddish brown (5YR 3/4) clay films on top faces of peds; few medium prominent strong browm (7.5YR 5/8) masses of iron accumulation on vertical ped faces; about 5 percent gravel and I percent cobbles; moderately acid; clear wavy boundary. 2BCd2--69 to 85 inches; dark reddish brown (5YR 3/4) sandy loam; weak extremely coarse prismatic structure tending to pad along horizontal cleavage planes to weak thin plates inherited from the parent material-, many fine tubular pores; few medium vesicular pores; common faint dark reddish brown (5YR 3/4) clay films on top faces of peds; about 5 percent gravel and I percent cobbles; moderately acid; clear wavy boundary. (Combined thickness ofthe 2BU horizons ranges from 0 to 70 inches.) I 2Cd--85 to 100 inches', reddish brown (5YR 414) sandy loam-, missive tending to part along horizontal cleavage planes to weak thin plates; firm; dense and compact; about 5 percent gravel and I percent cobbles-, moderately acid. TYPE LOCATION: Barron County, Wisconsin; about 3 1/2 miles south or Barron; I 100 feet north and 200 feet west of the southeast comer, sec. 16, T_ 33 N., R. 12 W. Dallas USCYS quadrangle,-.. lat. 45 degrees 20 minutes 30 seconds N. and long. 91 degrees 51 minutes 35 seconds W.; NA.D27. RANG 1E IN CHARACTERLSTICS: Thickness of silty mantle ranges ftom 12 to 36 inches.. Depth to the base of the argillic horizon and to densic contact ranges from 40 to 60 inches. Content of clay averages from 7 to 17 percent in the particle -size control section and content of fine sand or coarser averages 15 to 70 percent. The base saturation (by sum of cations) is less than 60 percent in some part of the argillic horizon. Volume of gravel ranges From 0 to 10 percent in the silty mantle and from 5 to 35 percent in the till. Volume of cobbles ranges flroin 0 to-3 percent in the silty mantle and from 0 to 5 percent in the till. Volume of stones ranges from 0 to I percent in the silty mantle and from 0 to 3 percent in the till. Surface stones have coverage ranging from 0 to 3 percent. Reaction ranges from extremely acid to slightly acid in the solum, except that it ranges to neutral in the Ap bori zon where the soil is limed. Reaction ranges from strongly acid to neutral in the substratum. Redox concentrations are within 40 inches and occur as high in the profile as the E horizon in some pedons. Redox depletions are below the upper 10 inches of the argillic in some pedons. Safuration occurs below the upper 10 inches of the argillic, but within a depth of 40 inches at some time in most years. The Ap horizon has value of 3 or 4 and chroma of .2. or 31. Uncultivated areas have A horizons,l to 4 inches thick, with hue of I OYR, value of 2 or 3, and chroma of I to 3. Some pedons have an E horizon with hue of 7.5YR or I OYR, value of 4 or 5, and a chrorna of 2 or 3. Colors of 4/3 and 5/3 have value dry of 7 or more. The E horizon is silt loam or silt. Some pedons have a Bw horizon with hue of 7.5YR or I OYR, value of .' ) to 5, and chroma of 4. It is silt loam. Bw horizons with spodic color have less than 0.6 percent organic, carbon. Freeon soils have a glossic horizon. Horizonation has a wide range depending on the thickness of the silty mantle and the degree to which cluviation has occurred. Therefore, there can be E113, B/E, 2E/B., or 2B/E horizons singly or in combination. The E part of the E/13 or B/E horizon bas color and texture like the E horizon described above. The Bt part has hue of 7.5YR or I OYR, value of 3 to 5, and chroma of 4 to 6. Some pedons have a'13t horizon with color and texture like the tat part describcd above. The 2E part of the 2E/B or 2B/E horizons has hue of 5YR, 7.5YR, or 10YR; value of 4 to 6, and chroma of 2 or 3. Colors of 413 or 513 have value dry of 7 or more. The 2E part is typically sandy loam, fine sandy loam, loam, or their gravelly analogs, but in some pedons it is loamy sand or gravelly loamy sand. The 2Bt part has color and texture like the 2Bt horizon described below. The 213t horizon has hue of 2.5YR, 5YR, oT7.5YF,- value of 3 to 5; and chroma of 4 to 6. It is typically sandy loam, Fine sandy loam, loam, or their gravelly analogs. Bulk density ranges from 1.65 to 1.90. Some pedons have pockets or strata of loamy sand or gravelly loamy sand. The 2BCd horizon has hue of 2.5YR, 5 YR, or 7.5YF,- value of 3 to 5; and chroma of 4 to 6. It is typically sandy loam, five sandy loam, or their gravelly analogs. Clay content averages more than 7 percent. Bulk density ranges from 1.8 to 2.0 grn/cc. Some pedons have pockets or strata of loamy sand or gravelly loamy sand. The 2Cd hofizon has hue of 2.5YR, 5YR, or 7.5YR; value of 3 to 5; and chroma of 4 to 6. It is typically sandy loam, fine sandy loam, or their gravelly analogs. Clay content averages more than 7 percent. Bulk density ranges from 1.8 to 2.0 gm/cc. Some pedons, have pockets or strata of loamy sand or gravelly loamy sand. COMPETING SERIES: These are the Afl-,id, Blowers, _Erogcreek. Haugen, Nets it, and Scott f,ake M'r series. A similar sail is the Brenn-yyffle series. Aft d,Neopit and Scott Lake soils do not have a densic contact within the series control section. Blowers and Uau ,eii sons do not have a 12 to 36 inch mantle that is more than 50 percent silt. Brennvville soils have base saturation greater than 60 percent in all parts of the argillic horizon. Fromeek soils average less than 7 percent clay in the dense till. GEOGRAPMC SFTMG: Parent material: Formed in loess or silty lacustfine and in the underlying dense sandy loam till of Late wisconsnan Age. Landform: Ground moraines, disintegration moraines, end moraines, dnnnlins, and ice -walled glacial lake plains. Slope: 0 to 20 percent. Elevation: 800 to 1950 feet. Mean annual air temperature: 39 to 45 degrees F. Mean annual precipitation: 28 to 33 inches. Frost -free days: 120 to 135 days. GEOGRAPHICA-LILY ASSOCIATED SO": These are .Adolph,.Alt-nena. Amen,,. Auburndale, Capitola, Cehana,Hauaen. Magiiorl, N ewood. Ne Santiago, and �c:er soils. The well drained Santta�-�,), the ssomewhat poorly drained agin the poorly drained Cebami and the very poorly and poorly drained Ado lvh and C pitoia soils are in a drainage sequence with Freeon soils. Santiago soils are on steeper sloping landfonns. Magnor soils are in lower or less sloping areas. Cebana, Adolph, and Capitola soils are in depressions and drainageways. The moderately well drained SPCIACCT sails are on similar landscape positions as Preeon soils, the somewhat poorly drained Almena soils are in lower or less sloping areas, and the poorly drained Auburndale soils are M* depressions and drainageways. These soils have a silty mantle greater than 36 inches thick. Vie well drained Ani - ery and Niewot sons, and the moderately well drained ll n and N- ewood soils are on landscape positions that are similar to, higher than, or more sloping than those of Freeon soils where the silty mantle is less than 12 inches thick, or is absent. DRAINAGE AND PERMEABILITY: Moderately well drained. Surface runoff low to high. Permeability is moderate in the silty tuantle, moderately slow or slow in the till subsoil, and very slow in the substratum. This soil has a perched seasonal high water table at a depth of 2 to 3.5 feet for I month or more at some time during the period of September to June in most years. USE AND VEGETATION: Much of this soil is cleared and used for pastureland or cropland. Corn, smallgrain, and hay are the major crops. The remainder is in woodland or wooded pasture. Native vegetation is deciduous forest. Common trees are sugar maple, black cherry, American basswood, while ash, yellow birch, American elm, bigtooth aspen, quaking aspen, balsam fir, northern red oak, and eastern hophornbeam. DISTRIBUTION AND EXTENT: North -central and northwestern Wisconsin and east -central Minnesota. LRR K, MLRA 90k and M L R A 9013. This soil is extensive. MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: St. Paul, Minnesota SERIES ESTABLISHEM Barron County, Wisconsin, 1949. The original type location was changed in Barron County with the correlation of the updated soil survey in 1992. REMARKS: Diagnostic horizons and features recognized in this pedon are: Particle size control section - the zone from 19 to 39 inches. Ochric epipedon - the zone from 0 to 19 inches (Ap, E/B). Albic horizon - the zone from 7 to 19 inches (E part of the E/B). Glossic horizon - the zone from 7 to 39 inches (E/B, 2B/E4 ). Argillic horizon - the zone from 19 to 53 inches (2B/E, 2Bt). Densic contact - the contact with dense till (2BCdt, 2BCd2,, 2Cd) at 53 inches. Redoximorphic concentrations - oxidized color features in the zone from 7 to 69 inches. Lithologic discontinuity - at the upper boundary of the 2Bt/E horizon at 19 inches. The bulk density and platyness of the argillic horizon is considered to be relict of the till, but studies are needed to determine whether or not these horizons meet criteria for fragipans or fragic, soil properties. The 2BCdl and 2.BCd2 horizons were origin Ay described as 2Bt horizons, but were re -designated because they are transitional to the substratum and exhibit densic characteristics. ADDITIONAL DATA.* Fortner Soil Interpretation Record - W10030. Refer to soil survey sample number S90WI-005-7 for NSSL data on the typical pedon. National Cooperative Soil Survey U.S.A. PAGE: 18 OF 18 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART OF GOVERNMENT LOT 2 OF SECTION 1, TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN; BEING OULOT 1 OF THE CERITIFIED SURVEY MAP RECORDED 1N VOLUME 26, PAGE 5957 AS DOCUMENT NUMBER 984847. � � ORT� 1y4 O�lvd',? SECTION � ( L � � �. ---. -- j -� °--� 1 � � � II LOT �� I `, -r- \I V , I PREPARED FOR: ��LOM}�VU 4 A Eb IVto NbME-kVT\ \ ,'� ���- ,%p�,, /f STEVE CODY TOTAL AREA �( -"I I r-- � -- _ u -`� --�� f 246,522 SQ. FT. �- L o 2067 117TH AVENUE (�° I' car. o 5.659 ACRES l! �� �\-�,=`�� \ f_ ` _- n� l� ,/� BALDWIN, WI 54002 EXCLUDING k fill z O x u a w � W�I} � N '� � Jm=� z o Z o wo 0 O "'QW" RIGHT OF WAY } �� �(� C 1 ��o_ �!@ r —� l' C SURVEYOR: L z 218,632 SQ. FT. 4�% \ imm� I..�X �� {j `j� e� 6` [� �, f r' TY R. DODGE o °C — m —\OI I �is� 1 / Z 5.019 ACRES f>�I �i — - ` ( ` Z I/l AUTH CONSULTING & ASSOC. w Q C1-�1V89° `4 `� 45�Q�' t. _� `� J ���J 89�41`4�/ ���//l/I- r- �'� 2920 ENLOE sT. SUITE 101 _ 442.34 _ 402.73 - _ ��_ < <<(y—__ 1 H U DSO N WI 54016 E- - �- - -� ' NORTH I- - ,-- , _� r� J _ _ r ___f -- 33.00' LOT 3 I ° O) i' I�� �� 418.05' '� �� 405.22' M O,j6� SCALE: 1 INCH = 250 FEET TOTAL AREA I L1 , oo , T , w 232 263 SQ. FT. a r o o M �,, qr 250 125 0 250 5.332 ACRES r o ,V o _ , NO SLOPES 12% OR GREATER EXCLUDING /r j 7 N or > l ���� I �� I� N — g / �_ / / ,i r oo f rj� f \� EXIST ON THIS PROPERTY RIGHT OF WAY i `o o ,'' r rr r r . o r '' �C r ro r r , ���� -- i \ r r r� n flllf l� ��1 LEGEND 218,932 SQ. FT. jr , , , f` r ra� 1 �r r�` , r �!� �) ��J 1�1 / FOUND COUNTY SECTION CORNER i , MONUMENT, 5.026 ACRES � ,� LOT 2 � L O T 3 > > S (((�/ �� // 1)JI ��� � AS NOTED C r' C.B.A. = J /" F f C.B.A. / ' / 4.00 ACRES r' /` > / >' �� ` �/ >f r,r/ ' o �d l�%� (I'% 6/ 3.60 ACRES.' �•I , or , / , / / �� > , o // ,r f N FOUND 5 8 INCH DIAMETER IRON BAR af `1 v ,/ ,od / o r/ f!��10 �o, /, ' �/ >`� , >r,/ /j�/r/ '��r • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE 1 f447.64 ��%�' �n 421.23 / 424.67 , of f , j r , j/5 I f/l O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG ' 845.9 ' i / T , r C.B.A. / f . 0 / � 7, r f/ lroj� 13.71 ACRES IRON PIPE, WEIGHING 1.13 LB5. PER LINEAR FOOT 8 44�lY.1�� C.B.A. , r ,� %1 /fr 0 4.09 ACRES ' , , f/ / o/ r ? jf//f r/i ��� P-DRIVE PROPOSED DRIVEWAY ,,LOT 4;: , o�, , . /LOT 5 r• e"' / or TOTAL AREA o�'r, , r jf/ I,� �r� J SOIL BORING �rY / 1 ` , /j%%// qY 1 1 / / > > 0� Q5� / // j BUILDING SETBACK LINE S FRONT: 50 FEET Lu c ?27.38' 734.64'� // ,. o , / ` ff ,i ` ' Jai // if % SIDE: 10 FEET MINIMUM 33 i r o / ...� � � � , , > / / r , , r , , / / o � \ � Lo l.r � J 25 FOOT COMBINED MINIMUM ,y, I / ,/ / > >' , ' / / ✓ ' ��i / / REAR: 25 FEET (i � gin' f',,/' r�,oyam, `,/,/ = w -, i c m t , >< > ,/ > / r` / / ,o o / o �> o / > o i��riIi 11��1 940 INDEX CONTOUR or /1 fP � I INTERMEDIATE 2 - FOOT CONTOUR �Zol S.SO' �' --�/ /> r' f� , , // S, , �// ,, , / or ,/ �jj frrJ Qoj�m �L 1494.24 - - �/� / %f,' �� 5 C.B.A. , o',/, i/ r r CONTIGUOUS BUILDABLE AREA try \�� , 1 . �2. 74 f /1',I 1 \ t _� / �� / I I PROPOSED SEPTIC CONTOURS, SLOPES, CBA & SOIL BORINGS L-----___-i Cody Property Legend Tax Parcels ❑ Towns --- Cities Villages ❑ Sections ❑ St Croix Co Other Counties Lakes and Rivers Rivers and Streams Dam Intermittent Perrenlal Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Abordoned Railroad Private Road Railroad Road Vacated ROW Railroads N 0 200 400 600ft DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. :la Frrntsd: 1 t23 9.13 AM