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HomeMy WebLinkAbout018-1000-40-020 (3)n 1 4 NR I iii Depai0*01t-of M3�ty & Professional Services Page Of tr Division -of fiid�is y Si�PA' F SOIL EVALUATION REPORT G __2 (� 17 - C rK/ .; MAR U 9 2023 1 )n accordance with SPS 385, V\hs. Adm. Code County ST. CROIX Attach com, te 54e ptan on papfer not:less than 1/2 x 11 inches in size. Plan must include, Parcel 1.13 but not limite 4o:u ah&h o`ftr��fipfe F#nq point (BM), direction and percent slope, 40 - 020 scale or dimensions, north arrow" 55-d1acaftnek! distance to nearest road. Please print all information. ecI by," Dale �. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). 7 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 Site Address and Lot #��,_411swl 2067 117TH AVENUE 1171H AVENUE; PROPOSED LQT 2- City, State, Zip Phone Number El city El Village F1 Town Nearest Road x BALDWIN, W1 54002 HMMOND 117THAVENUE [aNew Cons truction Use: U Residential /Number of bedrooms NK Code derived design flow rate NK G!y Replacement El Public or commercial - Describe: Flood P nation if a ph ;able NA ft. - - 1'. ,�''f 06,\_ _ Parent material glacial till 6�4v �/ 1� ( I A/ M,T General comments and recommendations. MOUND SYSTEM WIT PAI CVED INTERP E DETERMINATION BY THE STATE OF "... &% �_ A Ir �L arm r--rl &_%. A & lr_�_ K" r T . SAND F-tt-t- WI RATE-Wt3-."T D Ff Boring # Bor&QR GEOMAT. 0. e- 03 Pit Ground surface elev. 1192-8 ft. Depth to hFndjng factor 10 -in. / elev. 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 0-10 1 OYR3/3 sil 2fsbk&gr ds cS 3vf-co 0.6 — 0.8 2 10-18 1 OYR4/4 f1f 10YR4/6 Sid 1 fsbk&gr dsh as 1 Vf-co 0.2 0.3 3 18-30 5YR4/4 c2d 7.5YR5/3 scl Om dek O.Q 0.0 [:]Boring L Boring # QPit Ground surface elev. 1192- -L-ft. Depth to limiting factor 14 in- 1 elev. J_12Q.0. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-14 1 OYR3/3 S11 2fsbk&qr ds cs 3vf-c0 0.6 0.8 2 14-26 7.5YR4/4 f1f 7.5YR4/6 Sid 1 fsbk dsh as 1 Vf-co 0.2 0.3 3 5YR4/4 c2d 7.5YR5/3 scl Om deh ------ 0.0 0.0 fi,,/ CST Name (Please Print) Signature tCST Number MARY JO HUPPERT(HOLLISTER'S SOIL TESTING & DESI) 7 224832 Address Date Evaluation Conducted Telephone Number 25720 FIREFLY LANE, WEBSTER, WI 5489.3--.-] 01 -24,2023 715 - 426 - 1775 Effluent #1 = BOD > 30::5- 220 mg1L and TSS > 30t 150 mgJL Effluent #2 = BOD, :s 30 mg/L and TSS� 30 mg/L SBD-8330 (R03/22) Z 4 STEVEN C. CODY LoT 1 Page ,� of ❑ Borin9 1191.67 3 1 �A # O Pit Ground surface elev. 1191,E _ft. Depth to limiting hator 10 in. / elev.. I Sod Apoication Rate Horizon Depth Don*wt Color Redox Description Texture Structure Consistence Boundary Rants GPDIFt2 In. Mur"l Qu. Az. Cont. Color Gr. Sr- Sh. •Eff#1 'EfW 1 0-10 10YR313 .-- stl 2fsbk&r ds c s 3vf-coo 0.6 0.8 2 1 0-24 10YR414 f 1 f 10YR416 sicl 1 f-rrtsbk dsh as 1 vf-co 0 0.3 3 24-33 SYR414 c2d 7.5YRS13 scl 0m deh -- 0.0 0.0 Boring # ❑ Boring ❑ Pit Ground surfaoe elev._ ft. Depth to Wining factor____in. / elev. ft. ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting fsctor_- in. / elev.,�R. Sail Aaalication Rate " Effluent 01 = SOD ? 30 s 220 mg& aid TSS 3 30 s 150 mg/L ' Effluent #2 = SOD.,A 30 mg/L and TSS s 30 rng/L SOIL BORING LOCATION SKETCH Wt LOT 2 C. toT of my; Al l I S&e. OIL T24N, R►i%Ja ToWlJ oP - scan r, Sr. GeDIX CCU 117TH AVENUE � c 442.34''-ft- NORTH LINE OF LOT 2 . —BENCH MARK i� TOP OF- fRf3N BAR w "- 1195.1 FT. i � 117TH AVENUE RIGHT OF WAY 1•. � Q Ns cpKN6R- W i -ipp OT yP Lu ' i 1145.7 � � LOT 2 Ln p� -- --I.t11.94 -----------------------192'-----------------------�ilS01L BOOING ail x1192.8 4i cz NORTH ---�----------------139'----------------►SOIL B�iiEING�'S Sc. N � x1192:5 i0�� SCALE: 1 INCH = 40 FEET 40 20 mw 0 80 VERTICAL CONTROL DATUM: NAVD 1988 33 33' -------------- 131'---------------+y►SOIL BORING #Z x11777 DENOTES SPOT ELEVATION x1192.1 90 f 2,0'2 o j r filk PL jo _ A _ t x e i� .c - a � s. z 4 r n 1 a i A .E. p� F t: i° a , 3 a, 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 2 - 117TH AVENUE BALDWIN, WI 54002 SW 1/4 OF THE NE 1/4, SEC. 01, T29N, R17W FOR: SOIL SATURATION DETERMINATION Phone: 608-266-2112 Web: http://dsps.wi.gov Email: dsps(a)wisconsin.gov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-052300058-SSD Application No.: DIS-052321319 Site ID No.: SIT-115694 Please refer to all identification numbers in each correspondence with the Department. CONDITIONALLY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE COF&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 .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/instal Iation/op eration. 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, 67,06?e )a ft 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 01, T29N, R17W Town of HAM MOND ST.CROiX COUNTY PROPOSED LOT 2 Structure To Be Served: CREATION OF NEW LOTS (STRUCTURE NOT KNOWN) Prepared by: MaTV Jo quppert, eST #224832 Designer #1859-007 Date: � 05 05r2023 HOLLISTER'S SOIL TESTING Ft DESIGN 25720 FIREFLY LANE WEBSTER, WI 54893 CO"ITIONALLY APPROVED DEFT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES Phone: (715) 426-1775 Email: hollisterdesign@outlook.com SEE COMIESPONDENCE 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 req ui red 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+p 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 2.5 percent slope. 2. Subsurface Water: some rainfall leaves 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 11 to 26 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 14M 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. Cl. 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 toia minimum degree. The ground surface elevation is at approximately 1192 feet mean sea level with lower 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 tin 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 10 inches. G. Comparative Analysis - All borings were similar except B2 has a 14 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 1-0 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 north of proposed tot and one is to the west on neighboring lot. IV_ Conclusion and Recommendations - the site is suitable for a POWTS as evidenced by the redoxirnorphic 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 2.5% and no surface ponding anywhere. No prolonged saturation occurs within the top 10" as evidenced by lack of the redoximorphic features. 1. The system shalt be installed on the elevation of 1192.5 ft_ 2 . The sand fill shall be 2.5' of ASTM C - 3 3 code req ui red 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 G PD / f t2 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 - 05, 2023 REFERENCES: 1.) Martin, L.. (1%5). The Ph `cal Geot of Wisconsin. University of Wisconsin Press. Madison, Wisconsin., 2.) Solt Survey of St. Croix County. (1978) United States patrrtn"t of Agriculture, Suit 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 Gedogicat Survey. Topographical and aerial snaps downloaded from : http:llterraserver.microsoft.com PAGE 6 OF 18 Wisconsin Department of Safety $ Professiorual Serves 1 4 Page of "= Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, ST. CROI ( but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 018 - 1000 - 40 - 020 Pleats* prim all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1xm))- I Property Owner Property Location ❑ ❑C STEVEN C. CODY ovt. lot 2, SW'/4 NE 1�� 01 T 2J 17 Property Owner's Mailing Address Site Address or CSM and Lot #: • 2067117TH AVENUE I I ZIH AVENUE; PRO City, State, Zip Phone Number ❑ City ❑ Village Town Nearest Road 13ALDWIN, WI 54002 HAMM NQ 117TH AVENUE ..w.x.w,.....x.......w.w...w+r-�... u� �.-_..............a-n,.rn.. w...w...................w....w...............�..�-.-.-��.�.........�«... _ _ _ _ «-..,..... •.....-.--. i---.4 [a New Constnict on Use: Residential / Numberof bedrooms NK Code derived designflow rate K GPD ❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable NA ft. Parent material facial till 1 Ger*ral comments and reoommendations. MOUND SYSTEM WITH AN APPROVED INTERPRETIVE DETERMINATION BY THE STATE OF WISCONSIN — 0.4 tCADING RATE VM-0 ". SAND FILL OR O.t tR VffM 2.0 FT. SAND Fitt ❑ Bor%R GEOMAT. 1 Boring # Pit Ground surface elev. 1 192.8ft. Depth to limiting factor 10 in. / elev. it. nil Ar"katinn Rate Horizon Depth In. Dominant Color Mansell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 •0102 1 0-10 1 QYR3/3 -- sil 2fsbk&gr ds cs 3vf-co 0.6 0.8 2 3 10-18 18-30 10YR4/4 5YR414 f1f 10YR4/6 c2d 7.5YR sic/ scl lfsbk&gr Orr dsh deg as 1vf-00 .2 0.3 4.0 []Boring2 Boring # ❑Pit Ground surface elev. L„'ft. Depth to limiting factor 14 in. / elevjj2Q.0. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' In, Munsell Qu. Az. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-14 10YR3/3 -- sil 2fsbk8. r ds cs 3vf-co 0.6 0.8 2 14-26 7.5YR4/4 f1 f 7.5YR4/6 sicl 1 fsbk dsh as 1 vf-co 0.2 0.3 3 76—In 5YR4/4 c2d 7.5YR513 scl Om deh -- -- 0.0 0.0 CST Name (Please Print) Signature _�, �R7 - P --- - - 1. f 1 C T Number MARY JO HUPPERT(HOLLISTER`S SOIL TES NG & DESIGN)/ _ 224832 Address Date Evaluation Condo Telephone Number 25720 FIREFLY LANE, WEBSTER, WI W93 01 - 4 3 1 715 - 426 -1775 Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOO, s 30 mg/L and TSS s 30 mg/L S6D-8330 (R03122) uj cc a� L 3Y SOIL BORINGION SKETCH LOT 2 aWf. 1aT 1, iW� Of TIG 4E�Y SGc. a. TL4N. RtlYl. TpyN eF C 117TH AVENUE ee:.3e•— e r -BENCH MARK f TOP OF MAI BAR � r ` 1195.1 FT. JMH AVENUE MIGHT OF WAY • #t Z. hra cw� tip ;W LOT 2 119A SOIL BORING 1192.8 do NOMH '•w 139' - - - SOIL BORING x 1292.5 SCALE: 111404 s 40 FEET ,titiA e�i 30 0 OB VERTICAL. CONTROL DATUM: NJIW 19n x 1177.7 DENOTES SPLIT E"ATIOIV x 1192.1�� m e, Z� C .. .... ...... on Topo Go g c STEVEN CODY LOTS • rT Aly, /Aok�- Lake a PAGE: i l OF i 3 f � ;d '�` �� `�C !� . r s >�s';`� R • y tt�Y gip, �' Mir" i •'" �:�� r �r��-''. >�, • Rr 7 i_ ,.+ �� � !' v. � :i'•Ys `J i' ,� �4,li-� � `iU, `{� �( �. � a Al . •,��' .� d ' a do T � .: .. r,,.ro f, , _ �. a1-?' ^`:'"-..•• �tr',��r .. «. ,. h �i • a ...r .a..i Yi.Ar...,.•d.�.1.L:`_i..":+:ii�di�vd, ■ } -. �• ' t'• x ^'T .Zr,S k"' '+Q,3`_ _ s•.A-.M Ap ^'t try �?;� N►) qn � •a a . . y`, - �,. .a �� � >�i:• j �:. �� � � - � � - .' .t3{. 7 sr � r > J ^P • � t %" , � - ' • ,r' ',�, z � 3 �.ti° � "s �'+ �` � ,f ' re � _ Y - c k • i , 'iT�tt, ' n` � '�• 7i _ R" 4- r1 �M1 �..y` J } , c . ¢ . 41 .r _ c�''�I«.:lt M� a, �j ;.„ f f11. f t e. 1:.. ;_ i,, ,K^,N+, °e� `rr •�'r',}' "�` tA{" "y [ + 4Low p�3`'..# r�}r �r .. -_! 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SCC COD, FEMA, SCC coo Wrb App&ftbr forAtcGIS SCC CDD I WDNR. SCC CDD I WI Dept. of Natwif Risou=s DiYiaion of Water I SCC CDD and SOC Hlahw■if NO I FEMA, SCC CDD I CDD and NPS I NadmW Geosootisl4rdmAloanea Aaw wv (NnA1-rIabw 4.gbdal lnk wntbw- Petri i LOCATION FREEON WI+MN Established Series Rev. DJH--DEJ -HFG 04/2006 FRIEEON SERIES The Freeon series consists of very deep, moderately well drained 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 nmtle, 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. TAxONOWC CLASS: Coarse -loamy, mixed, superactive, frigid Oxyaquic Glossudalfs TYPICAL PEBON: Freeon silt loam - on a convex 2 percent slope in a cultivated fteld at an elevation of about 1,200 feet. (Colors are for moist soil unless otherwise stated.) Ap--O to 7 inches; very dark gmyish brawn (10YR 3/2) silt loam, light brownish gray (I OYR 6/2) 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 (1 OYR 5/3) silt loan (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 (l OYR 4/4) silt loam (Bt); moderate fine subangular blocky structure; Viable; few distinct dark brown (7.5YR 3/4) clay films on fasces of peds; common fine and very fine roots; many very fine and fear medium tubular pores; common coarse prominent strong brown (7.5YR 416) masses of iron accumulation; about S percent gravel and 1 percent cobbles; slightly acid; clear smooth boundary. (0 to 15 inches thick) ZB/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 brawn (7.5YR 314) clay films on fates of peds; penetrated by tomes 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 gown (7.5YR 519) masses of iron accumulation; about 12 percent gravel and l 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 314) 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; conmon 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. I percent cobbles; strongly acid; clear smooth boundary. (S to 30 inches thick) 2BCd 1- 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 314) clay films on top faces of pees; few medium prominent strong brown (7.5YR 518) masses of iron accumulation on vertical ped faces; about 5 percent gravel and 1 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 eteavage 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 can top faces ofpeds; 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.) 2C&_85 to 100 inches; reddish brown (5 YR 4A) sandy loam; massive lending to part along horizontal cleavage planes to weak thin plates; firm; dense and compact; about 5 percent gravel and 1 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 USGS quadrangle: lat. 45 degrees 20 minutes 30 seconds N. and long. 91 degrees 51 minutes 35 seconds W.; NAD27. RANG 1E IN CHARACTERISTICS: Thickness of silty mantle rwges 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 coarser averages 15 to 70 percent. The base saturation (by surf 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 mantle and from 0 to 5 percent in the till. volume of stones ranges from 0 to 1 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 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. Saturation 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 5f3 have value dry of 7 or more. The E horizon is silt loam or silt. Some pedons have a Bar horizon with hue of 7.5'YR. or I OM value of 3 to 5, and chroma of 4. It is silt loan. 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 towhich eluviation has occurred. Therefore, there can be E/B, B/E, 2EIB, or 2BIE horizons singly or in combination_ 'ne E part of the E!B or B/E horizon has color and texture like the E horizon described above. The Bt part has hue of 7.5YR or 10YR, value of 3 to 5, and chroma of 4 to 6. Some pedons have a IN 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 l OYR; value of 4 to 6, and chromes. of 2 or 3. Colors of 413 or 513 have value dry of 7 or more. The 2E part is typically sandy loaan, 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 chromes 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 2.5 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 7.5Y'R; 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 SERRS: These are the Aftad. Blowers, Froacreek, Hain, Neo it, and Scott fake series. A similar soil is the Breen v i l l a series. Aftad'. I�l�t and Scott make soils do not have a densic contact within the series control section. Blowers and Hau len soils do not have a 12 to 36 inch mantle that is more than 50 percent silt. BreMviflle soils have base saturation greater than 60 percent in all parts of the argil l is horizon. Fro creek soils average less than 7 percent clay in the dense till. GEOGRAPMC SIETTING: 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, dnunlins, and ice -walled glacial lake plains. Slope: 0 to 20 percent. Elevation: Soo to 1950 feet. Mean annual air temperature.- 39 to 45 degrees R Mean annual precipitation: 28 to 33 inches. Frost --free days: 120 to 135 days. GE A"HICALLY ASSOCIATED SOILS: These are Adolph, A l mena, Amery. Auburndale, Ca itola, :eban Hau en lea gnor Newood Newot, Santiag and S encer soils. The welt drained Santiago the somewhat poorly drained Ma gnor the poorly drained C ehana, and the very poorly and poorly drained Adolph and C'apitola soils are in a drainage sequence with Freeon soils. Santiago soils are on steeper sloping landforrns. Magnor soils are in lower or less sloping areas. Cebana, Adolph, and Capitola soils are in depressions and rlrainageways. The moderately well drained Sp�ncerr soils 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 Aubumdale soils are in depressions and drai.nageways. These soils have a silty mantle greater than 36 inches thick. !be well drained AmeDr and Newot soils, and the moderately well drained Havi i-en and Newood 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. IIRM NAGE .AND PERAWAIBILM: Moderately well drained. Surface runoff love to high. Permeability is moderate in the silty mantle, 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 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: Forth -central and northwestern Wisconsin and east -central Minnesota, LRR K, MLR.A 90A, and MLR.A 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 from 19 to 39 inches, ochric epipedon the zone from o to 19 inches (Ap, E/B). Albic horizon - the zone from 7 to 19 inches (E part of the EB). Glossic horizon - the zone from 7 to 39 inches (E/B. 2BlE). Argillic horizon - the zone from 19 to 53 inches (2B/E, 2B* Densic contact - the contact with dense till (2BCdl, 2BCd2, 2Cd) at 53 inches. R.edoximorphie 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 f gic soil properties. The 2BCdt 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 - WI0030, Refer to soil surrey 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; z x BEING OULOT 1 OF THE CERITIFIED SURVEY MAP RECORDED IN VOLUME 26 PAGE 5957 AS DOCUMENT NUMBER 984847. o � ORTF� 1�/4�NE`R S�CT�N l `� \ \ � V- �A ",�-�.. ____ � -� �-- } � II ,w }LOT 2 , �' I �LLJM)PREPARED FOR: z N N Lu TOTAL AREA �l� i� '� NW 1V?Ni�MET� ~ �`J�LELVJ/� STEVE CODY a 246,522 SQ. FT. �- L n�o - /i� 2067 117TH AVENUE co:) 0 0 5.659 ACRES �� \ \ ����°�� BAtDWIN, WI 54002 o 0 W al EXCLUDING \ `� al f.� -- `� '� %/ (� ZLI So \7: T RIGHT OF WAY r - —� --' ( SURVEYOR: F- LLJ LL z 2181632 SQ. FT. ��, O alb �^ Q T� 4 \ �6�` ` %1�� �r ` TY R. DODGE °z N o 5.019 ACRES Z �i — - — � — `r �� \ �f f*I / Q l J a r AUTH CONSULTING & ASSOC. uw �� i --N89 r40r 45)0' Q:: �l I 1-Z OJT- `' �, c��J W$ 4` 4 / � 2920 ENLOE ST. SUITE 101 I 442.34 ` =- — �—_ 402.73 ` _ �- --� r �f �C��o�; 1 �� ---� - �� k - �-, HUDSON, WI 54016 � _ _ 33.00` 1 �� NORTH -_ �1 � ;r- .--f�,.- r � /ice- .ram �-- --.' 7 LOT 3 © i `� 418.05 0 � 405.22 w 1 � �) p,J6� �1 `( -/ --I-, SCALE: 1 INCH = 250 FEET TOTAL AREA �-'J- ; o , �` w q�l - a ``, l�� 232,263 S FT. Q r �, / o m �� / o �,, o �. ^+ \ Q• / ! g rr r ^' 1v �'� C�. f� ,J "'���250 125 0 250 5.332 ACRES L— 1m-z i ,, / V �, NO SLOPES 12% OR GREATER EXCLUDING �I �IJ 0 -I' ' ' / > 'Y. I r �/ �, /r,°° ti� �0 � N /' �� o � Tim"�\�- �,/ > .-' / , � oo / �( EXIST ON THIS PROPERTY _ f �11 RIGHT OF WAY -� / /� LEGEND O / / / / /J O / / ! o�nr r / 1 218,932 SQ. FT. I I Ln t i / ,' �' ' - / -r ' ' ' � .�,C.7,�9' E / /� �� ����jl I l� 1lI FOUND COUNTY SECTION CORNER MONUMENT 5.026ACRES 1` `n� cV / L T 2�/ Ni/ L o T ' / _ J / /'/' �� 1�/ � � 7 ! / i s , , / - �1 ' / / ` � f l ' ' / / / ! ! C.B.A. - ' / r ' i / / ,� o�J I % l�� AS NOTED C.B.A. = r - , , )041,l 3.60 ACRES .� / , 4.00 ACRES %�f11 FOUND 518 INCH DIAMETER IRON BAR ''' ;1 /' // '' /� /,,��o ' /' / ' ', ' /' ' /' ' / f ��r/��/F ��J ,/ • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE N j-26.41 - r .. L _ ></ / f {� ` 1 421.23 - 424.67 r' C.B.A./'/ o •f `��jfr�/�I �JI f��� O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG '!r?'845.90' / T / , '!' r / !1�Oi %%� co //i , �s // %,'; �/ , rr 13.71 ACRES ,''`i ///f�1//f�4 IRON f�IPE, WEIGHING 1.13 LBS. PER LINEAR FOOT `- / _ .� / 8 44 D':�8J7:ek C.B.A. _ , / , / 7 ,- , / / `�� /f �� I o c oo / /. L / 4.09 ACRES ,/ // ,' /' /l ////f !�%�f � P-DRIVE PROPOSED DRIVEWAY L 0 T 5- SOIL BORING ol j BUILDING SETBACK LINE _'/940 `' / / `''' /' ' !' ! ', ' ' ����� rf �� ��f ` FRONT: 50 FEET 27.38 33`/ // r ri" 734.64/,�- , // //" / , , / , , // ,� �`� �% %/ f SIDE. 10 FEET MINIMUM iFlo- ' 25 FOOT COMBINED MINIMUM ' ' ,/ / ✓ j '�%�% REAR: 25 FEET L` Lu ire, 940 INDEX CONTOUR o , rr / / , / , ,/ / , / / / // , / /�l�1 t — -- - INTERMEDIATE 2 - FOOT CONTOUR N j / / (��( OF 28.50r r' '/�/ �i r ', —/, /// // , // /1 f j � , �� 1094.24 �� ! i %%— ll 1/ J� i �.B.A. / /! // ! ,' CONTIGUOUS BUILDABLE AREA N8q52 q 1 .22.74 r (��r/�r�� wlf-�ll U N p L a 1f lj o %/r----------i 1 I I I PROPOSED SEPTIC CONTOURS, SLOPES, CBA & SOIL BORINGS L--------J Cody Property Legend Tax Parcels i� Towns Cities Villages �_- Sections ❑ St Croix Co Other Counties Lakes and Rivers Rivers and Streams Dam Intermittent Perrental Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Abondoned 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. 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