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HomeMy WebLinkAbout018-1000-40-020 (2)4 LiI.A.ILD itwqtk!0rhiiq siq nt of Safety & Professional Services Page Of Fli ton bf I hdu s try S e M ces- REPORT 2,02 d 2, SOIL EVALUATION REP( C 5 T LI-7 MAR Q 9 M23 County is. Adm. Cod Ire accordance with SPS 385, e ST. CROIX Attach complete site plan on"paperfnoties§ than 8 11/2 x 11 inches in size. Plan must include, p0Parcel I.D. 14,r,C but not limited to ve-rtianA hqrir0n0ff0ftCe �Nnt (BM), direction and percent slope, scale or dimens rm-arra ",nn, location a distance to nearest road. 018 - 1000 - 40 - 020 ,e,*V d b y ate Please print all information. R We ni Personal information you provide may be used for secondary purposes (P vacy Law, s- 15.04(l)(m) Ea Property Owner Property Location STEVEN C. CODY govt. lot 2, SWI/4 NE 1/4 S 01 T 29 N R 17 W Property Owner's Mailing Address Sde Address oKICSM and Lot #SIt t A ' j I f 2067 117TH AVENUE 1171H AVENUE; PROPOSED LOT 4 - Phone Number ❑ city [:1 Village El Town Nearest Road City, State, Zip x BALDWIN, W1 54002 AMMONU 205TH STREET UNew ConstnmRion Use.- Residential/Number of bedrooms NK Code derived design flow rate NK GPD NA. 0 Replacement ❑ Public or commercial — Describe- Flo Plan elevatiojj g - applicable -�' ` I V) Parent material glacial till j MOUND SYSTEM WITH AN APPROVED INTERPRETIVE DETERMINATION BY THE STATE OF4� fu General comments and recommendations'. kT WISCONSIN — 0.4 LOADING RATE W/3.0 FT. SAND FILL OR 0.6 LR WITH 2.0 FT. SAND FILL F )RGEOMAT. winter conditions- mostly sunny/no frost Boring 1178.57 Boring # Pit Ground surface elev. 1179.4 ft, Depth to limiting factor 10 in. / elev. ft. Horizon Depth Dominant Color In. Munsell 0-10 7.5YR2.5/3 2 10-22 7.5YR3/3 22-sandtone Redox Description Texture Qu. Az. Cont. Color I sil m1d 7.5YR4/6 cl B[:]Boring Boring # [Pit Structure Gr. Sz. Sh. 3f-ma&sb 2fsbk&gr Ground surface elev-1179_1 ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture sil sl 1 2 0-10 10-24 7.5YR3/2 5YR4/4 f1d 7.5YR5/6 -24- sandatone some gr Structure Gr. Sz. Sh. 3 Ls �&r 2fsbk Soil Application Rate Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 mfr CS 3vf-Go 0.6 0.8 mfr as 1 of -co 0.4 0.6 Depth to limiting fa(:I(x 10 in. I elev. 1178 2-A- Soil Application Rate Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 mfr Cs 3vf-co 0.6 0.8 mfr as 1 of -co 0.4 0.6 CST Name (Please Print) Signature Z-1 VL Number MARY JO HUPPERT(HOLLISTER'S SOIL TESTING & DESIG�// 4a 9224832 "4k4 Address Date Evaluation Conducted Telephone Number 25720 FIREFLY LANE, WEBSTER, WI 54893 02 - 1720&911 715 - 426 - 1775 1 , -%j 1 Effluent #1 = BOO > 30 5 220 mg/L and TSS > 30 < 150 mg/L Effluent #2 = BOD, < 30 rnglL and TSS f- 30 mg/L SBD-8330 (R03/22) of 4 STEVEN C. CODY Peke r.?.-- -WF So 1177.33 r Uri"ei�+►- .il. Dow to rim actor . / emv. A. &wing # GrmwW Sod AppRcatiOn Rate M gcx *WM C'�akw Redox Dna*Aon ^Taftwe Strucxure Cor>s epee Bo xtdary Roots —1 Homan O Gr. Sz. Sh. `Etf#'1 •EM2 In. Mur�eM Qu. Az Coal. Caiar 1 0-8 7.5YR2.50 �. sil 2{. ,pk n* cs 0 8 �.8 . ..... 2 8-23 7.5YR3�13 m 1 d 7.5YR416 d Z-msbk mtr CS 1vf� 4 o.s ❑ 8or" ❑Pd Ground surface a ev. R. Depth to kndmq factor_.in. i eiev- R. Sal Appkation Rye txhre SbVckge Cvnsestren�e Ba�rrtq Roots CPD*12 Gr. Sz. Sh. `Ef1gf I -EW Grotnd w'tam e#ev- A. Depth to Soil Applicahvn Rate Hp prtt p�orrMrwnt Color Radox t7exnpt�nr Texture Structure Conssstence Boundary Roots GPDlFe In. Murmell Ou, AZ CoM Cokw Gr. Sz. Sh. "EfWl `E#!d Effluent 01 a OW 2,30s 220 mgfL snd TSS � 30 s 150 MqA- ' Elkwl *2 = BOD. S 30 mg/L and T SS 130 MWL SOIL BORING LOCATION BENCH MARK TOP OF IRON PIPE 1180.6 FT. LOT 4 4srsvea C - &m ummummomommme CoNc: urZ, 5w/y W-M§6 N&y sue. a. 'raRN. -rVwW OF �;i SKETCH LOT 2 /v l r NORTH UKE' OF LOT 4 9' _ _ cri �i I w I o I I b SOIL BORING Icx 1179.4 1 1 1179.1 x Ak- # SOIL BORING Az 1178.0xAri- SOIL BORING it 3 LOT a yti1'b NORTH SCALE: 1 INCH = 40 FEET L 60T 40 20 0 SD VERTICAL CONTROL DATUM: NAVD 1988 x 1177.7 DENOTES SPOT ELEVATION DERIVED FROM LIDAR CONTOURS a 6 x + r 9 s z , > 3 771 z k . r s - 5 i a > 1' r L � k k 3 �'�'� �� .• � �_ 2� § �. , ,mac , � � d - - i _ e� X b .�> .ram -� - •- 4F i ilk f <%g s e e > a r it Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way PO Box 7302 Madison, WI 53707 May 26, 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 LOT 4 - 205TH STREET BALDWIN, WI 54002 SW 1 /4 OF THE NE 1 /4, SEC. 01, T29N5 R 17 W FOR: SOIL SATURATION DETERMINATION y Phone: 608-266-2112 Web: http://dsps.wi.izov Email: dsps(@wisconsin.gov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-052300059-SSD Application No.: DIS-052321324 Site ID No.: SIT-115698 Please refer to all identification numbers in each correspondence with the Department. CONDITIONALLY APPROVED DEPrT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES It SEE CORkESPONDENCE 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 .Adm. 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 con struction/instalIation/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 Property Owner: INTERPRETIVE DETERMINATION REPORT STEVEN C. CODY Site Location: SW 1/4 OF THE -NE 1/4, SECTION 01, T2-9N2 R17W Town of H AM MOND ST.CROIX COUNTY PROPOSED LOT 4 Structure To Be Served: CREATION OF NEW LOTS (STRUCTURE NOT KNOWN) , Prepared by: VAC=P "ar MarVJo Huppe rt, 6T#224832 Designer #1859-007 Date: � 05 05,4i23 CONDITIONALLY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES HOLLISTER'S SOIL TESTING Et DESIGN 25720 FIREFLY LANE WEBSTER., Wl 54893 Phone: (715) 426-1775 Emait: hottisterdesign@outlook.com 4 P"dA� aC4 SEE CO SPONDENCE 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 lot 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 lots 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. II. 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 percent slope. 2. Subsurface Water: some rainfall leaves the site and some is absorbed into the A horizon. The sift 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 8 to 24 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 land 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 I ST. CROiX COUNTY C. Geomorphology 1. Parent Material - The parent material is Loess over dense loamy till 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 1179 feet mean sea level with lower elevations southernly and to the east. See attached USGS Topographic Map. CII. 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 B inches. G. Comparative Analysis - All borings were similar except B3 has a B 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 B 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 shall be installed on the elevation of 1179 ft. 2. The sand fill shall 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, Mary Jo Huppert Certified Soil Tester #224832 Designer #1859-007 Dated: 05 - 0522023 REFERENCES: 1.) Martin, L. (1965). The Physical Gfeotogy of Wisconsin. University of 'Wisconsin Press. Madison, Wisconsin. 2.) Soil Survey of St. Croix County. (1978) United States Department of Agriculture, Sail Conservation Service, with the Research Division of the College of Agriculture and Life Sciences, University of Wisconsin. 4.) State of Wisconsin. Department of Safety and Professional Services Code, Chapters 383 and 385. S. United States Geotogicat Survey. Topographical and aerial reaps downloaded from. http: I I terraserver. microsoft _ corn PAGE 5 OF 18 pano I Of 4 mug n VWaKmnsin DnW I I " Of Sdety & ProfesskxW Servers �cif trdL*ftYS0ryi0-%s IP SOIL EVALUATION REPORT _ .__�._... In a=wdanCe with SPS 385. Vft Adrn . Code County ST. CROIX Attach conloeW 5ft plan on paper not k4a #w 8 112 x 11 MdM in sae. Plan must wxWe pafW I' D but notlwtftd to vertical and homor" rek"Me P00rd 10 nearest (EW). &9djon wW Wcefd *pe, iOle 10()0 - 40 - 020 scale or dOmm". north &now. andloc� and datar" road, Revwtved bY Date Phrase print *N ilvkx mw"On- Law. S. personiW may be used for sec*rdarY PXposes Property Location 0 property Owner qovt lot 2, SW GA NE Y' S 01 T 2,9 N R 17 fe" W STEVEN C. CODY Site Address or GSM and Lot 0 property Owner's Ms*V Address AVVSA 11n L T a r 2067 117TH ^%"UE C1 City. State, ?.gipPhone Number❑ CAV❑Village Nearest Road SALDwIN, VA 54002 205T1# STREET Ej . NewCom�� Use Code &rived dwagpfiow ratq_.&K—bVU C] put*c or comrw";W - Dmmbe- Flood Plan e*vatw 9 appkable NA ft. ❑ ReplaoeMent Patent matertol MWND SYSTEM MATH AN APPROVED INTERPRETIVE DETERMINATION BY THE STATE OF W Gerwral wnvnWft and MCWmwWaho"S SCONSIN - 0.4 LOADW4G RATE W3.0 FT. SAND FILL OR 0.6 LR WATH 2-0 FT. SAND FILL . .... ... . . ... . ........ . . . . . ........ . FOR-(*()Ww**ercwvdftons' mashy sunny/no frosi [:]Bonng 1178,57 Bon" 0 CJPO surface surfaelev. 117 14 ft. Depth to WTibng factcor-j9-1n. I e6ev. IZ SO4 Appbcatjon Rate . .......... - ShWure cordwe Boundary Roots GPD/Ft2 Horizon Depth Doffwwnt Color. Redox oesaVtion Texture �, Qu. Az, Gont. Color Gr. Sz. Sh. *Eff#1 *EW2 In, Munsell mh 3vf-co 0A ...0.8 0-10 7,5YR2.513 3f-m&sbk 2fW*&gr Mff as ivl-co: 0.4 1 2 ID-22 7.5YRP mid 7.5YR4/6 d .......... ........... _2 Bof�p # 0sor" ft- Depth jokvWrqfWor 10 an./elevji7a.21L Soa Appbc~ Rate Horizon Depth Color Redox DevWsOn Texture Structure Bound" Roots Gr Sz. Sh. In. Chu. Az. Cw& Color 6FW *Eft2F 3fsbk 0.8 rnfr CS 3vi-co 0.6 G-10 7,5YR3/2 0.6 2 10-24 5YR414 f1d 7.5YR516 sl 2fsI* Mfr a3 I Vf-W 0A 24: am J=m one gr . . . ........ ............ CST Name (Please Pant) ST Number MARY JO HUPPERWOLLIS7 ER'S SOIL TEST ING & DESI 24832 ....... ............... . ..... Ack*ess Date Evaluation CTekOwx* Number - 74572n FIRFF1 Y t ANE, WERSTFR. W1 5"93 02 17� 2023 715 - 426 1775 .. .. . . ...... EMUeN 01 z- WD;P J0.1 UQ mgfL aW T60;;- 30S I W mKilL 800, :a 30 nV/L " TSS -4 30"xA 513D-8330 JR03122) i ' l, L 33' �i 33` F SOIL BORING LO ATION (::::: :iT �,. or LOT 2 l� -8ENcH MARK�5.�,� TOP OF IRON PIPE 1180. 6 �: NORTH UMf OF LC T 4 BORING SOIL B ► X 1179.4 13 79.1 x Art4 SWM BORING 1178.Ox f'- SOIL BORING * 'S 3'i'E1t�J �- • Cox. �c 2 , mow'%Y e� �t�i. N SA a T�tn►, �t n W. Toww a� �.�.. a►e�m sue. C1�O�ts n eu .rtv LOT 4 ti�b SKETCH NORTH SCALE: ♦ IN1d' "' " FEET 40 zo a so VERTICAL CONTROL DATUM: N/1VD 190 � 1177.7 DENOTES SPAT ELEVATION DERIY[t3 FROM L#OAR CONTOlfRS N-7 00 +0 tYw p T'opo J ` a v o q r STEVEN CODY LOTS wr<.4 4� PAGE: l i OF l : I , l 11 IF ii - MfSS y. '4 ".w7' xY'16h`u x. 1 � ` ' ..,, _ter• .... �' i J• xi \ ! J' i F i• � 3 +,� i, S J t / PRoPERTY ADDRESS 11 7TH AVENUE BALD"N " 54002 NORTH SCALE ------------- 0 ISO 300 ELEVATONS SHOWN ARE NAVO 19" DATUM, SCC ArcGIS Web Map 1215I2022, 9:13:58 AM 1:4,514 � Site Address Points Tax Parcels 300 FT RiverlStreartt Flood Hazard Areas 0 0.03 C1.05 0.11ni ® ZONE AE-1=LOODWAY �DrainageEasernent eland Overlay Dim = r„F � 1000 FT Lake/Pond ZONE A 0 O.a4 D.09 0.17 km Lot 75 FT Budding Setback ZONE AE WDW SCC Coo, SM CDC arm SCC WWWW [fit, SCC CDD, FEMA, SCC CDO Vft A►ppBuIlclarfbrA(cG8 SCC CDO I WONR, SCC CDD 11M OW. of Naluml Reaoumm DMalon of Wator I SCC CDO and SCC HMhwav DW 1 FEMA. BCC CDD I CDO and NPS I NatlmW Gocamiisl4rdaminanca Aewrw.v rrnA►- rjas ScUm ►1 inkmradw- r-wA 1 LOCATION FREEON WI+MU Established Series Rev. DJH- DEJ--HFG 04/2006 F"REEON SERIES 'Me Freeon series consists of very deep, moderately well drained sons 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 morames, end moraines, disintegration moraines, drumlins, and ice -walled glacial lake plains_ Permeability is moderate in, the silt} mantle, slow or moderately slowin the till subsoil, and very slow in the substratum. Slopes range from 0 to 20 percent. Mean annual precipitation is about 30 lunches. Mean annual air temperature is about 42 degrees F. TAXONOMIC CLASS: Coarse -loamy, mixed, superactive, frigid axyaquic Glossudalfs TYPICAL PEDON: Freeon silt loam - on a convex 2 percent slope in a cultivated field at an elevation of about 1,200 feet. (Colors are for moist soil unless otherwise stated.) AQ__0 to 7 inches; very dark gmyish brown (10YR 312) sdt loan, light brownish gray (I OYR 6l2) dry; moderate fine subangular blocky structure; friable; common fine roots; about 2 percent gravel; moderately acid; abrupt smooth boundary. (6 to 9 inches thick) F/B--7 to 19 inches; about 60 percent brown (l OYR 5/3) silt loam (E), very pale brown (1 OYR 7/3) dry; weak it edium 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 peels; common fine and very fine roots; many very fine and few medium tubular pores; common coarse prominent strong brown (7.5YR 416) masses of iron accumulation; about 5 percent gravel and 1 percent cobbles; slightly acid; clear smooth boundary. (0 to 15 inches thick) 2B/E-19 to 39 inches; about 70 percent dark brown (7.5 YR 3/4) sandy loam (Bt); moderate medium subangular blocky structure; friable; common faint dark brown (7.5 YR. 314) clay ftlams on faces of peds; penetrated by tonimes 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 brown (7.5YR 5/9) masses of iron accumulation; about 12 percent gravel and 1 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 (SYR 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 (l 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 1 percent cobbles; strongly acid; clear smooth boundary. (5 to 30 inches thick) 2BCd l -.-53 to 69 inches; dark reddish brown (5YR 3/4) sandy loam; 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 brown (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 part 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 peels; about 5 percent gravel and 1 percent cobbles; moderately acid; clear wavy boundary. (Combined thickness of the 2BCd horizons ranges from 0 to 70 inches.) 2Cd--85 to 100 inches} reddish brown (5YR 414) sandy learn; massive 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 of Barron; 1100 feet north and 200 feet west of the southeast corner, sec. 16, T. 33 N., R. 12 W. Dallas USCS quadrangle; lat. 45 degrees 20 minutes 30 seconds N. and long. 91 degrees 51 minutes 35 seconds w.; NAD27. RANC E IN CHARACTER TICS: Thickness of silty mantle ranges from 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 coamer 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 from 0 to 3 percent in the silty n atle 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 M the solum, except that it ranges to neutral in the Ap horizon 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 3. Uncultivated areas have A horizons, I to 4 inches thick, with hue of I OYR, value of 2 or 3, and chroma of 1 to 3. Some pedons have an E horizon with hue of 7.5YR or l OYR, value of 4 or 5, and a chroma 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 7.5 YR or I OYR, value of 3 to 5, and chroma of 4. It is silt loath. Bev 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 EIS, B/E, 2E , or 2B/E horizons singly or in combination. 'I'he E part of the E/B or B/E horizon has color and texture like the E horizon described above. The lit part has hue of 7.5YR or 1 OYR, value of 3 to 5, and chmma of 4 to 6. Some pedons have a _Bt horizon with color and texture like the Bt part described above The 2E part of the 2EB or 2B/E horizons has hue of 5YR, 7.5 YR, or 10 YR; value of 4 to G, and chroma of 2 or 3. Colors of 413 or 5}3 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 2Bt horizon 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, loarn, 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 2.5 YR, 5YR, or 7.5 YR; value of 3 to 5; and chrome 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. The 2Cd horizon 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 loan, or their gravelly analogs. Clay content averages more than 7 percent. Bulk density ranges from 1.8 to 2.0 gn Vcc. Some pedons have pockets or strata of loamy sand or gravelly loamy sand. COWSTING SEAS: These are the Ate, Blowers,troggeek, Hain, Neo it, and Scott lake series. A similar soil is the Brenpaville series. _,..,. A fled, N eo i t and Scott Lake soils do not have a densic contact within the series control section. Blowers and .luau 3en soils do not have a 12 to 36 inch mantle that is more than 50 percent silt. B re nyvi l le soils have base saturation greater than 60 percent in all parts of the argil l is horizon. Frcreek soils average less than 7 percent clay in the dense till. GEOGRAPMC NG: Parent material: Formed in loess or silty lacustrine and in the underlying dense sandy loam till of Late wisconsinan Age. Landform: Ground moraines, disintegration moraines, end moraines, ,and ice -walled glacial lake plains. Slope: 0 to 20 percent. Elevation: 800 to 1950 feet. Mean annual air temperature: 39 to 45 degrm F. Mean annual precipitation: 28 to 33 inches. Frost -free days: 120 to 135 days. GEOGPAPHICALIN.ASSOCUTED SOILS: These are Adolph, Alniena, .Amery, Auburndale, _a n t- Cebana, Haugen, Ma_�,nor, Newood, Newot, Santiago, and �c�er soils. The well drained Santiago, the somewhat poorly drained Ma the poorly drained C ehana, and the very poorly and poorly drained Adolph and Capitola soils are in a drainage sequence with Freeon soils. Santiago soils are on stmper sloping landfonns. Magnor soils are in lower or less sloping areas. Cebana, Adolph, and Capitola soils are in depressions and drainageways. The mederately well drained Spencer soils are on similar landscape positions as Freeon soils, the somewhat poorly drained Aimena soils are in lower or less sloping areas, and the poorly drained Auburndale soils are in depressions and drainageways. These soils have a silty mantle .greater than 36 inches thick. The well drained Amery and Newot soils, and the moderately well drained Hall en and Newood. soils are on landscape positions that are similar to, higher than, or more sloping than those of Freeon sods where the silty mantle is less than 12 inches thick, or is absent. IIR.4 NAGE AND PE ILffY: Moderately well drained. Surface runoff low to high. Permeability is moderate in the silty mantle, moderately slow or slow in the till subsoil, and very slaw in the substratum. This soil has a perched seasonal high water table at a depth of 2 to 3.5 feet for 1 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, small grain, 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, white 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 90A, and MLRA 90B_ This soil is extensive. MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: St. Paul, Minnesota SERIES ESTABLISHED: Barron County, Wisconsin, 1949. The original type location was changed in Barron County with the correlation of the updated soil surrey in 1992. REMARKS: Diagnostic horizons and features recognized in this pedon are: Particle size control section. - the zone fmm 19 to 39 inches. Ochric epipedon - the zone from 0 to 19 inches (Ap, B). Albic horizon - the zone from 7 to 19 inches (E part of the BIB). Glossic horizon - the zone frorn 7 to 39 inches (EIB, 2BIE). Argillic horizon - the zone from 19 to 53 inches (2B/E, 2Bt). Densic contact the contact with dense tiR (2BCdl, 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 2BtIE 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 fr* c soil properties. The 2BCdl and 2BCd2 horizons were originally described as 2Bt horizons, but were re -designated because they are transitional to the substratum and exhibit densic characteristics. ADDITIONAL DATA: Former 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; o x BEING OULOT 1 OF THE CERITIFIED SURVEY MAP RECORDED IN VOLUME 26, PAGE 5957 AS DOCUMENT NUMBER 984847. P: 0 ;� O�TFI 1�'4 ONES Sty cT�N I ( `� \ ~ J ( -� `- 1) // ,/ W W � LOT 2 ,� \ i PREPARED FOR: z N LAJ W 1 �,�' LL�Ni}�IU(V1 A Eb 1VNC�ME'N`T� \�� ^`^ o '��/ } STEVE CODY TOTAL AREA L / �' \ \ \ \ ` ` I I`' �- &�f �, f o z 246,522 SQ. FT. I n _ �� 2067 117TH AVENUE o o a 5.659 ACRES BALDWIN, WI 54002 Z o EXCLUDING i \ ` o! f.� �� `� 1 L f /// , W co � RIGHT OF WAY - Y, } 2 0 � � � ( � � SURVEYOR: �- uJ U. z CAI �I -- / -- WD 218 632 SQ. FT, o \ — _\ \ TY R. DODGE o o ILI 5.019 ACRES z ! Z �/ -1 AUTH CONSULTING to a , � J 1 ��N89° `4 845�O _�- J IZ— \ 89044'4 �� l//�j f� 2920 ENLOE sT. SUITE 1010C. 442.34' - = 402. 73' _ G t-- ^ — �- �� '� <��- =— 1l- - H U D S O N WI 5401 I c r �_�� __� - 1� r33.00' �._-- �� - - NORTH f — '� `�``� �_ f'-- ��� SCALE: 1 INCH = 250 FEET LOT 3 o) J �� 418. 05 o ` 405.22' w� s,,, ) 0� 6 , � � = -� �� 1 TOTAL AREA 01 � L1 rW/Z l,232263 SQ. FT. ar,,g rQ`'° �\ 250 125 0 250 _ � `�/ M /r v N W`` 5.332 ACRES , , .rr r r, .. ,, / x . Zn . Uu ° ��',� En NO SLOPES 12/ OR GREATER EXCLUDING .,..� $ f4 N �� EXIST ON THIS PROPERTY RIGHT OF WAY O o ` `o s` .-, t / r f r ; o t �{ tr , �� r l_ \Z N , , t f%t��r 11 l� LEGEND 21$,932 SQ. FT. ,189/g39 l' F,`^ t, r LOTFOUND COUNTY SECTION CORNER MONUMENT,5.026 ACRES �AS NOTED C.B.A. % C.B.A. r 4 /.�i 3.60 ACRES. ,I f / , 4.00 ACRES / i / i i / r , FOUND 5/8 INCH DIAMETER IRON BAR j � ,r $o r fr r ,/ / �r tt r� / / / iL,t ,/ f' i� t � ��� 1/�� �� � �1J ,i �' / ��1 , , r 7-, , rr / 1 , / ,/ /i � �%%fi�� �����1 r • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE --r' / 447.64, r� , N-26.41 _ .. t _ r' , �I 421.23 / �, 424.6T , f/ 0 SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG r ,/ 7rj / , / 13.71 ACRES' r'�!�° %///rf j'%f�/G IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT ev t , �✓ // 4'40"E8'T C.A. = r r - ` f r i 71t�' t / / / A / 4.09ACRES / r'/f l/� `" P-DRIVE PROPOSED DRIVEWAY o I ' , r ,' r ,,r L 0 T 4 ,:f -� r , ' . 'f; L 0 T 5 •' ''' /��/� ��--- I © ° � � ^ � % ' �t�►r:" �€a 'f` -t t �l idl , t t -,// , � , � / r !/r//� `� /r l % �! /�, N N , -r" �i OT L �1, l ♦ SOIL BORING wit' t27,1�fi S., / ! 06 r �/ Q �v P t , R, t ,/ rs," , 6 , / �ll�Il r V%% ( — — BUILDING SETBACK LINE r / , t / i 044/ ��l�f�� jl % f FRONT: 50 FEET ell -, r j /' / r r J �� ( 1 SIDE: y-27.38' Y/ // r r� 734.64r��i 10 FEET MINIMUM cn33' w �� �I � �t ��/ t' i t ,/ // rr t / /' ,''1/ �ri's , t,// t /' t/r t/ /', ✓ ��1�� % 25 FOOT COMBINED MINIMUM REAR: 25 FEET /, �frol 940INDEX CONTOUR rn J f���� / I 1 -� -- — INTERMEDIATE 2 - FOOT CONTOUR �-28.50' - .�' r _ C B A ' / i , ,, 1094.24 s / t/ r r t/ CONTIGUOUS BUILDABLE AREA z1�e r N8 0521 ' % 1422.741 1 PROPOSED SEPTIC / / l I I CONTOURS SLOPES CBA SOIL BORINGS L---_--- Cody Property Legend Tax Parcels Towns Cities Villages I— Sections ❑ St Croix Co Other Counties Lakes and Rivers Rivers and Strear Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way 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. !no+ :Ia r'nfHd- G5li'23 9.13 AM " -ac