Loading...
HomeMy WebLinkAbout040-9999-99-031 Wisconsin Department Of Go i SOIL EVALUATION REPOT T� Page I of 3 Division of Safety and �l k:b in accordance with Comm 85,Wis. Adm. Code �Y�E ST.CROIX Attach complete paper not less than 81/2 x 11 inches in size.Plan must include,but not IN,` g:vertical and horizontal reference point(BM),direction and Parcel I.D. (Pending) percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all Information. Reviewed by ate L Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). — Property Owner Property Location a KERNON BAST/DONALDA J.SPEER-BAST Govt.Lot ---NE 1/4 NW 1/4 S I T 28 N R 19 E(or)W Property Owner's Mailing Address Lot# I Block# Subd.Name or CSNW 948 LaBarge Road 31 -- Cottonwood South City State Zip Code Phone Number OCKY 'Village ■ own Nearest Road Hudson, WI 1 54016 1 ( 651) 324- 1147 L Zrou i Schwalen Drive New construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Q Public or commercial-Describe: Parent material silty/loam sediment Flood Plain elevation 9 applicable ft• General comments MOUND.SYSTEM--SEE INTERPREVTIVE DETERMINATION REPORT and recommendations: f (6-8"frost) #P�3] Boring# 0 Boring Q pit Ground surface elev. 1060.34 ft. Depth to limiting factor 12 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-12 7.SYR2.5/2 -- sil 2f-mabk mvfr as ivf-m 0.6 0.8 2 12-17 7,5YR4/3 m2d7.5YR5/6&10YR6/2 cl 2fabk mfi as ivf-f 0.4 0.6 3 17-26 10YR4/4 m2p7.5YR5/6&10YR6/2 scl Om mefi -- -- 0.0 0.0 Some gr; few cobs Oi4 Boring# D Boring 1059.10 14 Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munseli Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 1 0-14 7.5YR2.5/2 — sii 2f-mabk mvfr as lvf-m 0.6 0.8 2 14-21 7.5YR4/3 f2f 10YR4/6&10YR6/2 sicl 2fabk&1 fpl mfr cs 1 vf-f 0.4 0.6 3 21-28 7.5YR3/4 m3p5YR5/6&10YR6/2 scl Om mfr -- lvf-f 0.0 0.0 Horizon 3 has some gr. *Effluent#1 BOD >30:5 220 mg/L and TSS>30:5 150 mg/L *Effluent#2=B0135:5 30 mg/L and TSS<30 mg/L CST Naive(Please Print) Signat CST Number MARY JO RUPPERT Hollister's Soil Testing&Design 224832 Address Date Evaluatio uded Telephone Number W9875 690th Avenue, River Falls,WI 54022 12-01- 13 715426-1775 Property Owner BAST,Kernon.(Lot 31) Parcel ID# (fending) page 2 of 3 15 Boring# ' Boring El Pit Ground surface elev. 1056.64 ft Depth to limiting factor 19 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff? in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. "Eff#1 "E11#2 1 0-19 7.5YR2.5/2 -- sil 2f-mabk mvfr as lvf m 0.6 0.8 2 19-30 7.SYR3/4 fl 7.5YR4/6&10YR6/2 sil Ifabk mfr -- lvf-f 0.4c 0.6 F] Boring# Boring • Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. -Eff#1 -Eff#2 Boring F-1.Boring# Ground surface elev. ft. Depth to limiting factor in. 9 Pit Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fta in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. -Eff#1 -Eff#2 Effluent#1=BODS>30<220 mg/L and TSS>30<_150 mg/L "Effluent#2=BODS 5 30 mg/L and TSS<_30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. SBE"330 ret(807/00) - • t r I cal -Pik N r 3 • CYI C 0 i 4�h — L a I I � 0o IV r co I .o o O o _► O \ CP- CA) 0' j " n "� 5 CD CD GN I 10 n - Z�Z�' w 0 ko wo zun NVYVUIJ--Jrl---- ova O0 S); COUNTY PLAT: LOCATION BKETC COTTONWOOD SOUTH FIRST ADDITION SECTION(NOTToSM14 LOCATED IN THE FRACTIONAL NE1/4 OF THE NW1/4 OF SECTION 1, T28N,RI 9W,TOWN OF TROY,ST.CROIX COUNTY,WISCONSIN. SET MENT DR. WOVE DATA TABLE .LEN DR. CURVE I RADM09 CENTRALANOIE CHORD BEARING CHORD LENGTH ARC LENGTH 7ANGENTN TANGENT OUT C1 233.W 81.0857' N04.1&'54.5'E 201.17 2011W 4489'60'295 4498.4120'9 CZ 187.00' 98'6425' N1397'52.5W 249.7 269.45' N34'4918YE NO2'05U6W l~7 C3 eo.G7 281'44'17 N6397'145 120.99 30646 S34.4920W N40'84W V CI ao.Da 97°39'37' 823,8931.5-W 90.06 30.24' 834°49'20W SI3W43W AREA C5 80.7 91°25'55 832°3914.55 114.64' 19).88' S79'O9'93W 879'18'125 CB BO.oa 102°47'98• 4450-19'58'9 125.04' 148.53 878°1012E N0i'Q9'SOW TOWER ROAD 07 Saw 4561'02' U23°5921W 82.32 64.0E NGI.03WW N48°S4'52W CB 80.07 51°2067 N21'1427W Go." 7113' N46°54WW N04-25'50-E 09 233.07 869109' 1426°4933.5'W 255.58 970.50' N04.26'565 N62T605W CIO 233.00' 23'13'Sr N07'1a43.5W 93.79 94444' N04.25585 N794725W C71 233.07 43.17'10- N40'20I5W 171197 II&OR NIB°472SW N62.05WW 012 233.7 22'4947' N70°5826.51E 99.23' 9211' N22.23WE NOD1627W C19 239.Oa_ 089880- NIST5085 26.86 26.67 N22°23WE NIS-48805 014 239.7 16113'17' NO540'11.55 85.76 65.97 N75°46WE NoW2827W THIS INSTRUMENT DRAFTED BY EDWIN FIANIlA1 C16 187.07 80'16'50- 44/4'41'685 238.76' 283.14' NBB'50235 N002627W '1013 NO.1&10 DATE 11A1rys XNRESA CIS W.OD' 08'4905 N491B'04.6W 126.97 140.97 N00"AWW S89.5029W GABLE f ql I COTTONWOOD SOUT� ---I oil I COTTONWOOD SOUTH BYO�RS ! i 113 i--- C I DRAINAGE EASEMENT DOC,#838231 I I III 1316.80' N89"80'23"E 93' ST 11316.60, DRAINAGE EAiWENT DOC,i83891 _N SECORNER 70.19 12.52 ------i 24.19 H - 65 SECTIONt • �. --r .. ...... .. 1091.0 W.L ;I PD 25' 9 OUTLOT 3 H.W.L-10 44.00 m OPEN SPACE I 1 ACRES 237.664 261 1 I 117 N8P6023'E 192.64' 1 1 WATER ELEVATION ON i I If I I 75' I I 1 \`.� MAY 15TH-1042.5 LOT 38 I LOT 34 I I LOT 33 s 2.00ACREB ( 2aoACRES 2.01 ACRES I I ( 1 I 1 97,126 SQ.FT. I ! 87,125 80.FT. 1 ! 67,562 So.Fr. I I I LOT 28 1 L.B.O.-1043.0 1 2.00 ACRES I \ I I L.13.o.-IO4s. ( 1 Le.o.-1a3.o ! 1 6 I 75' I 9712880.FT. � Iz6 \ I I 129 I '/ // / "�' 1047.28 471.91' \ _-•IQ J 74.67 \ !o,1. � �•--•-- --(213 L-- �e- --- ---- - w1•7� \\ \ LOT 27 \\ I Sf 4400-5723'9 197.78' �� / \ \ \ 2.00 ACRES \ I TEMPORARY CUL-DE-SAC / \ 87,12280..0 F -(SEE o7€sj'- ---SCHWAL.EN DRIVE • \ rveB'6a2s51573B' 1� �� 1\\ \\ �._ \\._`---T---------•24. \ - -'--'--. ' ' J-se1 -� i 428. - _. 01 I T-�_•_-•__•_ -_•-_•__• 26'28 E-61 .9 f! LOT 32 3 r LOT 316-13H 1 7s I I G� I j -.. \• 1 $ Tn l 1 I 2.46 ACRES ! I Y.00ACRE6 &1 1 I LOT 28 ejf j Ol I 10Ba3esD.Fr. 67,1888r3.Fr. lw 1 ► I 2.00ACRES I ml k L.B.O.-10543 87,12050.Fr. I = r� j.Y-ta � b m I Be 1 V L-'-'- _A3_zez.N'- ._. I 9' -'-017.16'-•_._._._.J C4 �C C7 \ 1_.__.__•-_.__ I { OI a +441- _._._,_ 137 1 2_._._. -4489'6023'9688.78`-•-•_•_.-•_.-�_•_._I • �1 1 13•Hgl F >- p1 8 I I e I R•SO N60-67235SSILIT �1 X11 ^ I I O 1 \ \ CS CB / / -_.__.__• Wi I q l I 900 I 1 07,145 80.FT. 1 QI �1 2 I bgR7 ES�=__ _ N44'4944514.20' 2' LLuu JZ 1 w �.Ik. I i ._...�_ITBa----- - ' %00.11.J I B.M.9 -1674.17 '- `N9D 14080-9185.99-.- LLg1 n / °a I 1 GTACREF M I °O NOTES: 1 TEMPORARY WL.DE-BAC(87 1 i REMOVED UPON ROAD E%IEN FENCE LINES ALONG THE EA8 I I PROPERTY LINES HAVE NOT& { AND ARE ALMOST NON EYJSH AREAS WHERE FENCE POSTS' ATTACHED AND THE WIRE RUI N8994WE 1240.02 _- 101.27 1 93.68 1 .21' OPEN SPACE 904.19 18,65 19H __ 90UUN I EF 4 CRIES( SQ.FT.) 8W5422N 1314.97' L 1 24.05 A CRES UNPLA TIED LANDS OWNED By OTHERS UNPLATTE_D LANDS UNPLATTED LANDS 1 8.03 ACRES OWNED BY OTHERS ill OWNED BY OTHERS -RESIDENTIAL I I 8114 CORNER )RAM CHOICE LEGEND SECTION 1 =18.03 AC. TEMPORARY CUL-DE-SAC DETAIL ALUMINUM COUNTY SECTION CORNER MONUMENT Fp%40 • '13.55AC.) ■ MASONRY NAL FOUND LOT 38 8 / SETBACKS 18 AC. i TDR __ A LOT 34 75'FROM • 1'O.D.IRON PIPE FOUND // \���� '+ 100e, I 50'81DE YARD(LOTS GREATER THAN 2.60 ACRES) =24.055 AC. ■ 914'IRON REBgq FOUND 2�'i'� \ 25'SIDE YARD(LOTS LESS THAT 2.50 ACRES) NBB°fioE3'E 467.79 59 REAR YARD(LOTS GREATER THAN 2.50 ACRES I-LOT 29 O 874•x fe'IRON EBAR FOOT WEIGHING ,yD 9E p 25'REARYARD(LOTS LESS THAN 2.50 ACRES ) )T31 1.60 LSS.PER LINEAR FOOL rr-- --- ) 1114°%191RON REBAR SET,WEIGHING t6.7 N89'8123'E 457.39 DRAINAGE EASEMENT. I-LOT 35 1.90 L89.PER LINEAR FOOT joi a / NO OWNER OR RESIDENT SHALL DO ANITHING,WH C 1 WOULD INTEflFERE WRH OR GNANOE7HEOPERA7KN q COW)1 AC.) -. BUILDING SETBACKLNE 19NOT�LIHMRED OBUILDING UP A,O 87REUCTING,ALTERWO,FILIMIGRE%CAVATING Oq PIANNNGNDpgAN - �..• 9TORMW ATE q PONDS,WATER DRAINAGE DRCHE9,WATER RUNWAYS,WATER CIAVEg16,OgBERMS 17 WIDE UTILITV/DRA91AT3EEABEMFM / (5.48 AC.) --- UTILITY EASEMENT& "�-"---PROPOSED DRIVEWAY LOT 32 NO ME ON ALONG POLE OR BURIED CABLES ARE TRESS PLACED SUCH THAT THE INSTALLATION WOULD DISTURB ANY SURVEYS LIN OF W 9CON&N STATUTES EAS MENTS AS HE E N SET FORTH A E FOR THE USE OF PUBLIC BODIES D /2.5A A('.I -•�• •- o,,,,. UTILITIES HAVING THE RIGHT TO RFRV TW ARRA YART1y DIVISION OF INDUSTRY SERVICES ytir Tom 10541 N RANCH ROAD HAYWARD WI 54843 Contact Through Relay cot(>'�' i-� www.dsps-wi.gov/sb/ 9� w -- - 9 www.wisconsin. ov �0 Scott Walker,Governor Dave Ross,Secretary January 16,2014 CUST ID No. 224832 ATTIC•POWTS Building Inspector MARY JO 14UPPERT ZONING OFFICE HOLLISTERS SOIL W9875 690TH AVE TESTING&DESIGN ' 111p� 1 O1 COARMI COUNTY CHAEL RD A RIVER FALLS WI 54022-4011 ,14A,2c HUDSON WI 54016 ST 14 (Please forward a copy of this letter to the fire CROiXCp�N/�D I department conducting inspections of this project.) CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/16/2016 Identification Numbers Transaction ID No.2353261 SITE: Site ID No. 798943 Cottonwood South 1 ST Addition Lot 31 Please refer to both identification numbers, German Ct above,in all correspondence with the agency. Town of Troy St Croix County NEI/4,NW1/4, S1,T28N,R19W FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1466065 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in chapter 101.01(10),Wisconsin Statutes, is responsible for compliance with all code requirements. Only those object types listed above have been approved;other submittals such as POWTS plans may also be required. The following conditions shall be met during construction or installation and prior to occupancy or use: • Approval is hereby granted to use a minimum saturated soil depth of 12 inches as determined by the Certified Soil Tester•on December 1,2013,for designing a soil dispersal component. The CST's report was submitted in accordance with section COMM 85.60(2),Wis.Adm.Code. The design of the soil dispersal component shall be in accordance with chapter SPS 383,Wis.Adm.Code. • The linear loading rate shall not to exceed 6.0 gal./lin.ft./day and the basal area loading rate shall not exceed 0.4 gal./sq.ft./day. • This approval is limited to the tested area represented by sample soil profiles described by Mary Jo Huppert, CST,on December 1,2013. This documentation of soil morphology may not be applied to any other portion of the subject parcel,or to other parcels. Reminders: • Approval of this Interpretive Determination does not have an expiration date. • 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. You are responsible for complying with state and federal laws concerning construction near wetlands,lakes,and streams. For more information,visit the Department of Natural Resources wetlands identification web page or contact a Department of Natural Resources service center.Nothing in this MARY JO HUPPERT Page 2 1/16/2014 approval limits the power of municipalities to make or enforce additional or more stringent regulations,providing the regulations do not conflict with this code or any other rule of the department or any law. In granting this approval,the Division of Industry Services reserves the right to require changes or additions to satisfy code specifications should conditions arise making such changes necessary. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a code compliant component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the telephone number listed below or at the address on this letterhead. We look forward to working with you. Sincerely, Fee Required$ 240.00 Fee Received$ 240.00 Balance Due $ 0.00 E m A Taylor Wastewater Specialist,Integrated Se es WiSMART,code:7633' (715)634-3484,Monday-Friday 8:00 am To 4:30 pm edwin.taylor @wisconsin.gov cc: Edwin A Taylor,Wastewater Specialist,(715)634-3484,Monday-Friday 8:00 am To 4:30 pm Kernon Bast I _ c s Page 1 - Cottonwood South 1st Addition I. INTRODUCTION In November 2013 this soil tester was contacted by another soil tester as there are A+0 soil conditions within the subdivision that now is in the phase for final approval. Shawn Bird, Master Plumber/Certified Soil Tester did find sites for Private On-site Wastewater Treatment Systems (POWTS) on Lots 26, 33, 34, and 35. Site and soil evaluation reports were completed by that soil tester. It was determined that Lots 28, 29, 30, 31 and 32 did not have A+4 conditions that is required per the State of Wisconsin, Department of Safety and Professional Services (DSPS) regulations. After further soil investigation, lot 28 does have A+4 conditions and was approved by this soil tester. At this time the POWTS for Lot 32 will be placed on Lot 30 with an easement. This report is required to determine the suitability for installation of POWTS for lots 29, 30, 31 and 32 in lieu of groundwater monitoring. This property was an existing farmstead. Cottonwood South was approved with twenty-five lots. Most of these lots have been developed with POWTS that range from in-ground conventional trench systems to pretreated systems. Cottonwood South 1st Addition had preliminary approval. See attached soil evaluation reports submitted November 2007. Pits that were evaluated had depths to limiting factors from 0 to 110 inches. The property is located 3 miles east of Hudson and 4 1/z miles west of Highway 65 off from County Road N. The property owner has requested the interpretive determinations so that he may obtain final subdivision approval with properly functioning POWTS. 11. PREPARATION OF REPORT This report is being prepared according to the standards set forth by DSPS of the Wisconsin Administrative Code for Soil Evaluation Reports and a guideline prepared by Leroy Jansky called "Preparing the interpretive Determination Report" (March 13, 2002). Y Page 2 - Cottonwood South 1' Addition Ill. REQUIRED INFORMATION A. The Soil Evaluation Report has been conducted according to SPS 385, Wis. Adm. Code and is attached as part of this report. Field work included twenty two backhoe pits that were evaluated. Fifteen pits where used to complete this report for 5 lots. (-Plan attached) B. Local Hydrology 1. Surface Water: no ponding appears to take place on the Site (40 acres) based on the slope of the land and constructed waterways to divert water from the site in one direction. Outlot 3 is used for the purpose of water diversion to the pond located near the northeast corner of the property. 2. The tested areas are sloped that will allow movement of water. 3. Subsurface Water: some rainfall leaves the site and some is absorbed into the A horizon. Some evapotranspiration will take place. The silt loam texture within the A horizon has good structure with root and worm action taking place. The subsoil has a higher clay in some areas and sandier in other areas based on parent material and a weaker structure which tends to hold more water due to the evidence of redoximorphic features which varies from 10 inches to various depths. 4. Soil Saturation: sort appears to become saturated under the A horizon due to evidence of the redoximorphic features. This does vary depending on the subsoil and parent material. The site soil association stated in the Soil Survey of St Croix County is a Santi ago-Otterholt-Artand. It is a well-drained, gently sloping to steep site with medium textured soils on till Page 3 - Cottonwood South V Addition plains. 5. Surface Water Elevations - this area is within the St. Croix River Valley located between the Willow River and Kinnickinnic River. There are surface waters that consist of two small ponds near the proposed site. The nearest bodies of water is Little Falls Lake located within the Willow River State Park approximately five mites to the northwest and Twin Lakes located 2 '/2 mites east. Smatter bodies of water are also noted. See the map below from the St. Croix County website showing the location of these bodies of water. Wit-7si _.G�7?� e,�'i, 5 +6i H S�RiSE . r - IVEVRICHM 4 D 35 {, ; pi{(4 jti 11.1'1,fillfil;Iltl IL3,.yrtl 35,I )J � 14 we 4li' p� y �3 aS1�1t11g�`&�f7 i, ti�I " itiF°477 Ci I"�. .Vial NOR UDSP 7�11�'r1+c? i! r�Ir.7r7s,t7::T 71.r6t 35 �R �h d' I 1 DS 4N `•...li.' Rt4 ERTS R9AI1 Mt7N0 BBL&} RN S� i r ,.. t 1 f.,r.x:i �, kli(}y �+i}7: 35 ( 44 7 I,i x'17 ?.'Cd?Ji 1✓.nil } °i RI'VER'FLS acxlurate wrteot,ql.�n o --7 Page 4 - Cottonwood South I" Addition The two natural drainage maverreits near the site ?s to the north on both sides of the 40 acres which will minimize subsurface drainage to the site. The elevation decreases to the north. See the attached St. Croix County Soil Survey map and USGS topographic map below. Also see engineering map submitted for County Plat -with two foot contour eievations. r�- os S *n E topoi tSk ? sE 0 n 0404 t men .Demo Dw C. Geomorphology .. Parent Mal-e-- The paren t naterial ale '11OM do mite. sandy material orA-rindblown silt. 2. Lai dform Type - The proposed system is glac;W deposits of ground moraines created by the glacial period in Wisconsin. Page 5 - Cottonwood South 1s'Addition 3. Landscape Position and Local Topography - The slope positions are on the backslope of the landscape. The shape of the slope is linear and convex to a minimum degree on the side slopes. The ground surface elevations range from 1057 to 1068 feet mean sea level. Real elevations were used at this time so as duplicate work did not have to be completed. D. Soil Series and Mapping Units - The Soil Survey of St. Croix County has the area mapped as mostly Santiago Series with some Jewett and Freeon Series. There is a smaller area of Derinda Variant. This soil tester encountered the conditions similar. See St. Croix County Soils map: N a. 1' t. 3 l. Cite( 1; $ N l �Vi+M M� Page 6 - Cottonwood South 15L Addition The typical profile for the Santiago Series is (in a cultivated area): 0-7", dark grayish brown, very friable, weak fine silt loam 7-11", brown, very friable, weak thin and medium platy silt loam 11-17", brown, very friable, weak fine silt loam 17-20", dark brown, very friable, weak thin platy silt loam 20-24", reddish brown, friable, moderate loam 24-30", reddish brown, friable, heavy, moderate loam 30-34", yellowish red, friable, heavy sandy loam The Series is described as well drained soils on gently sloping to steep areas on foot slopes of ground moraines. The A horizon is of a dark grayish brown Munselt color 10YR4/2 which indicates it is not a wet soil. This indicates that relatively good drainage is occurring with aerobic conditions in the top seven inches. It is not black as a histosol soil. The typical profile for the Jewett Series is (in a cultivated area): 0-9", very dark grayish brown, friable, moderate silt loam 9-11", dark grayish brown, friable, weak silt loam 11-19", brown, friable, moderate silt loam 19-26", brown, friable, moderate silt loam 26-37", yellowish red, friable, weak heavy sandy loam 37-60", yellowish red, massive sandy loan The Series is described as well drained, moderate permeable soils on nearly level to sloping in till plains, ridges and wide drainageways of ground moraines. The A horizon is of a very dark grayish brown Munsell color 10YR3/2 which is not a wet soil color. The typical profile for the Freeon Series is (in a cultivated area): 0-8", very dark grayish brown, friable, moderate silt loam 8-11", brown, very friable, moderate silt loam 11-18", brown, friable, moderate silt loam i Page 7 - Cottonwood South I'Addition 18-23", dark brown, friable, moderate silt loam with common mottles 23-29", reddish brown, firm, moderate loam with common mottles 29-34", reddish brown, firm, weak loam with common mottles 34-60", yellowish red, firm, massive sandy loam with common mottles The Series is described as moderately well drained on low ridges and foot slopes of ground moraines with underlying reddish sandy loam till. The A horizon is a dark brown Munselt color 10YR3/2. f The typical description of the Derinda Variant Series is (in a cultivated area): 0-9", very dark gray, fr Ole, moderate sift loam 9-14", dark grayish bro%n, firm, moderate silt loam with common mottles 14-18", brown, firm, moc erate silt loam with prominent mottles 18-25", olive, very firm, strong silty clay with prominent mottles 25-30", olive gray, very firm, moderate silty clay with prominent mottles 30-40", olive gray and pate green, massive, silty clay weathered from shale with prominent mottles 40-60", olive gray and pate green, massive, clay shale The Series is described as somewhat poorly drained soils of the shale uplands formed in silty sediment and the underlying silty clay weathered from shale. The A horizon is a very dark gray Munsetl color 1OYR3/1. E. Field Observations - the proposed site is a cultivated field and has been for many years. The soils identified were similar to the Series described above. .I Page 8 - Cottonwood South 1"Addition It was observed that the area has been tilted and planted with grasses. There has been some construction on the sites as the building pads with driveway entrances, roads and ditches have been built. The POWTS locations have not been disturbed. F. Comparative Analysis - Most pits had low and high redoximorphic conditions under the A horizon that were few, fine, faint to many, large, distinctive. There were a few pits that did meet the A+4 inch requirement which indicates that the soil and moisture conditions vary in the subsoil. There is no prolonged saturation for more than 7 consecutive days within the A horizon or 0-10 inches on any of the tots 23 thru 31. Development has occurred surrounding the 40 acre proposed addition on soils mapped the same. See attached area maps. G. Government Reports and Comments - County Zoning Specialists Pam Quinn and Ryan Yarrington met with this Soil Tester on December 12, 2013 and reviewed soil reports and backhoe pits on each lot and agrees with the findings and necessity for A+0 interpretation determination reports. IV. Conclusion and Recommendations - the sites are suitable for a POWTS as evidenced by the redoximorphic conditions described in the Soil Evaluation Reports. 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 and water diversions already constructed. There is a slope to the sites of 3.5 to 7 percent and no surface ponding anywhere near the POWTS location. No prolonged saturation occurs within the top 10" or A horizon as evidenced by lack of the redoximorphic features. There are no soils having peat or muck. These are for all the tots (29-32) 1. The sand fill shalt be 2.50 feet of code required ASTM C-33. r Page 9 - Cottonwood South 1 n Addition 2. The systems shall be as long and narrow as possible. 3. Plow depth should be the depth of 16 inches during construction to break up the platy conditions to enhance vertical infiltration and during dry soil conditions so there is no chance of soil smearing. 4. The system loading rate to be a maximum of 0.4 GPD/ft2. 5. Construct the toe area of the mound systems at a 1:4 ratio instead of the required 1:3 to increase basal absorption area. 6. System contours should be located at the highest possible elevation within the tested area. 7. Final construction shall included diversion of any surface waters from the POWTS area. The State of Wisconsin, Department of Safety and Professional Services will review the site and report to make a final decision. Submitted by, Mary Jo Huppert Certified Soil Tester#224832 Designer#1859-007 December 30, 2013 10 71e, Fnis`ca cf S 1,-,1:IJ t e ta' P r 4z is a http://terraserver.microsoft.com Ln httr)://co.st.croix.wi.us.com I .......... 1 f 7 l � -0G11 r � e} r. �y. rY, • I ,n F1L .r r -n t {1 .. 1 ' s i i' 1 � I1I a$.. to I 3; i }{ i y=t 1 ` 1 k � Y r M a � ^s a 1 ; I .• r, I A ' HILL. RY I ARht _-_._------- t.• •� Vl `t^ • � e Q � Qo Q ns R fi J qn lA ji •.r {tf �- i UK y W 1 t 4? M � V r � j ft Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must County ST.CROIX include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. (Pending) percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location KERNON BAST/DONALDA J.SPEER-BAST Govt.Lot ----NE 1/4 NW 1/4 S I T 28 N R 19 ®r© Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 948 LaBarge Road 31 -- Cottonwood South City State Zip Code Phone Number Hudson, WI 54016 651 324- 1147 � 0—village •:Town Nearest Road ( ) Schwalen Drive 0 New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD 0 Replacement ❑ Public or commercial-Describe: Parent material silty/loam sediment Flood Plain elevation if applicable NA ft. General comments MOUND SYSTEM--SEE INTERPREVTIVE DETERMINATION REPORT and recommendations: (6-8"frost) I3 Boring# 0 Boring Q Pit Ground surface elev. 1060.34 tt. Depth to limiting factor 12 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-12 7.5YR2.5/2 sil 2f-mabk mvfr as lvf-m 0.6 0.8 2 12-17 1 7,5YR4/3 m2d 7.5YR5/6&I OYR6/2 cl 2fabk mfi as Ivf-f 0.4 0.6 3 17-26 10YR4/4 m2p 7.5YR5/6&10YR6/2 scl Om mefi __ __ 0.0 0.0 Some gr; few cobs (�14 Boring# Boring 1059.10 14 0 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-14 7.5YR2.5/2 sil 2f-mabk mvfr as lvf-m 0.6 0.8 2 14-21 7.5YR4/3 f2f l0YR4/6&10YR6/2 sicl 2fabk&Ifpl mfr cs Ivf-f 0.4 0.6 3 21-28 7.5YR3/4 m3p5YR5/6&10YR6/2 SO Om mfr -- 1 of-f 0.0 0.0 Horizon 3 has some gr. *Effluent#1 =BOD >30:<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Signat // CST Number MARY JO HUPPERT Hollister's Soil Testing&Desi i��+/ 224832 Address Date Evaluatio nducted Telephone Number W9875 690th Avenue, River Falls,WI 54022 12-01 - 13 715-426-1775 .v f • Property Owner BAST,Kernon(Lot 31) Parcel ID# (Pending) Page 2 of 3 15 Boring# 11 Boring 1056.64 El Pit Ground surface elev. ft. Depth to limiting factor 19 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 1 0-19 7.5YR2.5/2 -- sil 2f-mabk mvfr as lvf m 0.6 0.8 2 19-30 1 7.5YR3/4 flf 7.5YR4/6&10YR6/2 sil 1fabk mfr -- Ivf-f 0.4c 0.6 ❑ Boring# n Boring El Pit Ground surface elev. ft. Depth to limiting factor in —S7o--ilApplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD,>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330Test(R.07/00) Wiswrremnn.Clepertnterit of Commerce SOIL EVALUATION REPORT Page 1 Of 3 Divisron of$afety and BOMP in aeoordartce with COnvn 85.Ws. Adm. Code co,„ty ST.CRC7IX Preach ooiMlete vita plan aft paper fid less than 8 W x 11 Itches In se-Pjan must tndude,but rot hoed to:VOMCM1 end horisaorttal MWW=point(8M),diresaon and tit I.D. (Peadiw permnt 0opa,scale or dunenshsrts,north arrow,and 10=0M and c93tWOM to neemst road. Please print(atl tnforme iolt Ravtewad by Date Personal inrormation you provtds mgy be icr_ccm%rlr pw"v(rAwcy t.aw.s.16.44(1)(m)). FroPerty Owner Pfoperip t oraC+an , K,E N BAS�rlr ONALDA 7.S1�11AST cgrt.LA --NEE 114 NW IM S 1 T 28 N R 19 Property th+trW Msllirtp Address Lot s stock#CSubd Name or 943 LaBetge Road 31 -•- CottcmWood South lItAddition �y &tom zip t Number y Q • oHm Nearest(toad udscxs, � 54016 ( 651) 324,-1147 Schwalm Drive El law Comtruction tkeo�l N.urs4r of iredroarm 4 Cods derhod design flow rate 600 GPD Replacement Q Public or oo+mrr+eNW-Deere: Parartt imletrat &Utyllctam sedfinent Fbod Pled ete► lfsppb=ble At14- tt' Gertz a xmnwits Frcliminirry Bor nS–NEEDS INIERPREVTIVE DETERMVATIQN REPORT and feoornmendatwnw. B5 Boring# going Q Pit ground auk ewv 1057.445 ft. 17ap#r to tim ing factor �� in soil icaaon Rate Horizon Depth Dominant C:DI Redox DescxWcm 'feature structure Cmlm5ty= Boundary Roots G Im Mussel€ Cam.SL Cont..cow Gr.Sz 3h. '� T 1 0-12 lrSYR2Stt – sil 2fabk mv£z as 1vf-m 0-6 $ 2 12-18 7, f3 nad�3•YR5f6&l0YM cl 2fabk mfi ag 1vf-{ 0.4 0.5 3 18-30 10Y'R414 m2p75YR5ffAlQYR6a scl Om Me - – 0.0 0,0 swing# 0 going t�t E Pit Ground surface elev.: it. DgAh to Limiting factor In. sop c seen Rya 14a� acpth Dornlnant Catar Redmc oa t�r T8xu— Strvotom consiefeir� Boundary Ptoots GPDItp In. Munn" Qu.Sz. Cont.cow Car.Sz U. •Eff#1 "Eff#2 #t=WD >30:S nVt mid TSS>30:5 1$0 *Effluent Art,=801%S 30 n9l and TSS 5 30 ftV& M None 94ea a print) � �i�ntf m S>'S.'�"BMD J r AAdress CfE[e Evaivatio�l f�f!'��"J�T�leptlQRa NIJrC L� r GAO .! UP& ? I!. OJ o a Cc to L co M.y co cy cm .� 1 � SSS � * ✓ - il�� Aft ��� r d" f' 111!!! r,i • '-i� uj I