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004-1020-40-100
; CST- Rot 1 1 as Wisconsivision [neuertment of Safgty qlg i rofessional Services -1!2111 1 Page 1 of j Divisbno ndustry$ pel� LW-. h Q ��tt SOIL EVALUATION REPORT' ' �j b �1/Y la • •---trfaccordance with SPS 385, Ws. Adm. Code County ST Croix Attach complete -itepllli' •• :.••- not less than 8 1/2 x 11 inches in size.Plan must include.but not limited to. cal and horizontal reference point(BM).direction and percent slope. Parcel I.D. Cr$.4- 20_3/40. /00 scale or dimensions,north arrow,and location and distance to nearest road. 0 44'&1' 'WO Please print all information. Reviewed by L Date 1 Personal information you provide may be used for secondary purposes(Pnvacy Law,s. 15 04(1)(m)). '.e -" r` 1f'. L 4 •, - Property Owner Property Location: r Stockman's Development Corporation Govt.Lot: SE % NE % S 09 T 28 N 0 Property Owner's Mailing Address Lot# / Block* Subd.Name�^or CSM# 458 HWY 128 / G5„l 30'4715 City State Zip Code Phone Number ❑City ❑Village ❑D Town Nearest Road Wilson IWI 154027 I I !Cady I HWY 128 ❑ New Construction Use:0 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD i SPS Gif ff"OV`CO' MI Replacement ❑Public or commercial-Describe: _ ..171//7='✓1f 74'1•e "' 4b, Parent material Loess over dense sandy loam till (Freeon SIL) Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend minimum 30'sand-lilt POWTS mound on 97.00 contour Mtn 0.3 gpolft2 loading rate 004.1.�' LF=6- (-A.0')site.See soil Interpretive Determination Report 1 Boring# ID Boring M Pit Ground surface elev.97.47 ft. Depth to limiting factor 0-6 in. 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 'E1f#2 1 0-9 10YR 3/2 - sil 2msbk mfr cs 2f-vf 0.6 0.8 2 9-23 10YR 5/3 rn2d 7 5YR 4/6&10YR 5/2 sit 2c-mabk mfr cw - 0.6 0.8 3 23+ 7.5YR 4/4 c3p 7 5YR 4/6 8 10YR 5/2 SG 1 csbk-Om mfr - - 0.0 0.0 ('A+0'Site) ID Boring 2 Boring* ❑� Pit Ground surface elev.94.82 ft. Depth to limiting factor OA in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/F12 In. Munsell Qu.Az.Cont Color Gr.Sz.Sh. 'Eff#1 'E1f#2 1 0-4 10YR 3/3 - I 2fgr mfr cs 2f-vf 0.6 0.8 2 4-13 7.5YR 3/4 cnwned Agg.FILL sl l fsbk mfr cs 1 of 0.4 0.7 3 13-39 10YR 5/3 m2d 7 5YR 4/6 a 10YR 5/2 sicl 1 mabk mfr gs - 0.2 0.3 4 39+ 7.5YR 4/4 c3p 7.5YR 4/6&10YR 5/2 SG 1 csbk-Om • mfr - - 0.0 0.0 ('A+0'Site) 'Horizon 2 had 20-35%rock Effluent#1 =BOO,>30 s 220 mg/L and TSS>30 5 150 mg/L 'Effluent#2=BOD,>30 s 220 mg/L and TSS>30 s 150 mg/L CST Name(Please Print) Signature ` CST Number C Ryan Bechel g¢ JL¢G 1330832 Address Date Evalua Conducted Telephone Number 371 Cannon View DR,Red Wing,MN 55066 08/28/19 (651)327-0074 SBD-8330(R04/15) • ❑Boring 3 Boring* 1:1 Pit Ground surface elev.95.65 ft. Depth to limiting factor in. 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. 'Efh01 •Eff$2 1 0-6 10YR 3/3 - I 3fgr mfr cs 2f-vf 0.6 0.8 2 6-17 10YR 5/3 m2d 7.5YR 416 a 10YR 52 SI 2msbk mfr gs 1vf 0.6 1.0 iZri`V 17+ 7.5YR 4!4 C3P 7 5YR 4 6&10VR 52 SG 1 csbk-Om mfr 0.0 0.0 ("A+0"Site) 0 ❑Boring 4 Boring ❑Pit Ground surface elev. ft. Depth to limiting factor_in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •EfNR1 'Et1i{2 I El Boring 5 Boring 0 ❑Pit Ground surface elev. ft. Depth to limiting factor_in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. EffrK1 •Eff#2 •Effluent•1 =BOD, >30 s 220 mg/L and TSS>30 s 150 mg/L •Effluent 02=BOD. >30 s 220 mg/L and TSS>30 s 150 mg/L . ■ . HI | a' ! , a ! .. ! l'' § ea 4 .,2 STATE ^, j ! a ! _ IP ME . | ! V | a ~ up, % _ ! � n !i |)!er )! ki IX "iY 0 }CI 2 !� \� " iIII& �!!%4! f , 1I @ / ! �1 STATE HWY 128 | / i I _ _ w \ _— � 2 ! ! I% |i e�I I a |■ IL :11/$ 1 p 2 . t 1 ; @ \ / \ k\k E!§ t }! x .15 \ _ |! ® � ƒk z z x ! , / I \ • / 11 < z I 0j z - I il J || Z§ y / \ \ I / || & |Cl} Z \ « a� ^� ��.�'^� ` \ t x I ! s* \ |I 6 \ i2 \ \ ~ | I _, �> ]A y y , r i --- --II I y ��6 %Zr) I-, |§ I 2 I ® |a I elx I •| I � % | N L_ _ % x� — Z || \ s rE ,{ \{ i , | b $ WVƒ S o \ -■ � ' u) I- il HI q m \{� . §� 2 LE, : 0 Ni 22 \ i7 . � / , b |1. ƒ c - - ® - - - , . 1 .� DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 546436462 . Ft**I•Y I �_' '• �' CaM6ct Through • k,nkw n Tony fawn-llewrnr September 19,2019 CONDITIONAL APPROVAL SOILS SATURATION DETERMINATION APPROVAL ID: PWTS-091900070-SSD RYAN BECHEL CONDI77ONALLY 371 Cannon View Drive APPROVED Red Wing MN 55066 DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SITE: Stockman's Development Corp 458 Highway 128, Lot 1 Cee �,tG( , St. Croix County Town of Cady SEE CO PONDENCE SEY- NE''/4-S9—T28N—R25W The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above.The owner,as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Approval is hereby granted pursuant to s. SPS 385.60(2),Wis .Adm. Code,to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Ryan Bechel,Certified Soil Tester(CST)and his recommendations—including the recommendation to keep orifice density at<10 ft2/orifice and to time dose any future POWTS in this area. • POWTS Plan Approval will require an Individual Site Design for mound on fill. • 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 Wastewater Specialist,on August 27,2019. • 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 0.3 gpd/sf, and the linear loading rate 4.5 gpd/ft. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches.Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire,the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. • Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. • This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. • This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. • A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department,which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, CeC R CeCe (Elizabeth) Rudnicki Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services (608)400-3186 elizabeth.rudnickiPwisconsin.gov ADVANCED ENVIRONMENTAL Property Owner: Stockman's Development Corporation Date: 08/29/19 Site Address: 458 HWY 128, Wilson,WI 54027 (LOT 01) SOIL INTERPRETIVE DETERMINATION REPORT CONDITIONALLY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES Page: 1 Soil Test DIVISION OF INDUSTRY SERVICES Page: 2 Soil Test Page: 3 Site Plan Cl e6. ,t . SEE COdESPONDENCE Page: 4 Interpretive Determination Report Page: 5 Interpretive Determination Report Page: 6 Interpretive Determination Report Page: 7 Interpretive Determination Report Page: 8 Attachment 1 Page: 9 Attachment 2 Page: 10 Attachment 3 Page: 11 Attachment 3 a%%%%%% `�. nn�p�i Page: 12 Attachment 3 ` �� C p N ",/ Page: 13 Attachment 3 ` /�S SIN*''' RYAN G. Page: 14-24 Attachment 4 = BECHEL D-2263-7 Si RED WING MN ti 7 Designer Signature: ( / Date: 8/29/2019 Wisconsin Department of Safety and Professional Services Page 1 of 2 Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385,Wis. Adm. Code County Attach complete siteplan on ST Croix pl paper not less than 8 1/2 x 11 inches in size.Plan must include, 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. 004-1019-40-100 Please print all Information. Reviewed by Date Personal information you provide may be used for seconderypurposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location: Stockman's Development Corporation Govt.Lot: SE '14 NE V. S 09 T 28 N R 25 W Property Owners Mailing Address Lot# Block# Subd.Name or CSM# 458 HWY 128 City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road Wilson IWI 154027 1 I I Cady I HWY 128 ❑New Construction Use:El Residential/Number of bedrooms 3 Code derived design flow rate 460 GPD a Replacement ❑Public or commercial—Describe: Parent material Loess over dense sandy loam till (Freeon SIL) Floodplain elevation if applicable NA ft. General comments and recommendati0ns: Recommend mmknum 30'sandaiR POWTS mound on 97.00 contour with 0.3 gp0/112 loading rate. LF=5' rA.0')arts.See soil Interpretive Determination Report. CI Boring 1 Boring# NJ Pit Ground surface elev.97.47 ft. Depth to limiting factor 0-6 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/F2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff#1 •Eft#2 1 0-9 10YR 3/2 - sil 2msbk mfr Cs 2f-vf 0.6 0.8 2 9-23 10YR 5/3 m2d 7.5YR 4/6&10YR 5/2 sil 2c-mabk mfr cw - 0.6 0.8 3 23+ 7.5YR 4/4 cap 7.5YR 4/6 8 10YR 5/2 sd 1 csbk-0m mfr - - 0.0 0.0 (•A+0-Site) El Boring 2 Boring# ®Pit Ground surface elev.04.82 ft. Depth to limiting factor 0-6 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft7 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *EMI •Eff#2 1 0-4 10YR 3/3 - I 2fgr mfr cs 2f-vf 0.8 0.8 2 4-13 7.5YR 3/4 Candied AN FILL SI lfsbk mfr cs 1vf 0.4 0.7 3 13-39 10YR 5/3 m2d 7.5YR 4/6&10YR 5/2 sicl 1 mabk mfr gs - 0.2 0.3 4 39+ 7.5YR 4/4 c3p 7.5YR 4/6 a 10YR 512 sd l csbk-0m mfr - - 0.0 0.0 (-A+0-Site) 'Horizon 2 had 20-35%rot* •Effluent#1 =BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L •Effluent#2=BOO.>30 5 220 mg/L and TSS>30 5 150 mg/L CST Name(Please Print) Signature � CST Number Ryan Bethel At `4G 1330832 Address Date Evalua n Conducted Telephone Number 371 Cannon View DR,Red Wing,MN 55066 08/28/19 (651)327-0074 SBD-8330(R04/15) ❑ Bonng 3 Boring# ❑Q Pit Ground surface elev.95.65 ft Depth to limiting factor 0-6 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft' In. Munsell Cu.Az.Cont Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0-6 10YR 3/3 - I 3fgr mfr cs 2f-vf 0.6 0.8 2 6-17 10YR 5/3 m2d 7.5YR 4r6&10VR 512 Si 2msbk mfr gs 1 of 0.6 1.0 3 17+ 7.5YR 4/4 C3P 7.5YR 416&10YR 52 scl 1 csbk-Om mfr - - 0.0 0.0 ('A+0"Site) ❑Boring 4 Boring# ❑Pit Ground surface elev. ft. Depth to limiting factor_in. Soil Application Rate Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Cu.Az.Cont Color Gr.Sz.Sh. •Eff#1 •Eff#2 5 Boring# ❑Boring 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/Ft' In. Munsell Qu.Az.Cont.Color Gr.Sz Sh. 'Eff#1 'Eff#2 'Effluent#1 =BOD,>30 5 220 mg/L and TSS>30 s 150 mg/L 'Effluent#2=BOD, >30 s 220 mg/L and TSS>30 s 150 mg/L t. a o n ?; 8 '� 3 `o o Ir s74, gt Nit- 1 a a Jz� 3 s Q STATE HWY I2S O : . y i t RRg 11 r 1 F E .0 pia i alx 6 y81 v '� STATE HWY 128 n g V� Vd Vd- - i\ w- g2 I g� A I iR$ I 41 ?. :R1 \, r £m s NI ii , .21 xwE 1 tt gqC_ CO Z d i $a C 6 ii ti 11 W y / I \ • I u II i { 1 W. i Fit' 5I I Of, / \ I ` y .. \ p / \cy 11 oq12 \ * .2 1 46 ' I ,I. vi °'1 g \ d I `b' L___. PUS alod 4 g e \�s6'21, g L 11 N Nil u CO CDCD qp W Q z c CC g1 d - d lid Vd l/4 Soil Interpretive Determination Report Prepared for:Stockman's Development Corporation(Owner) Site Location:458 HWY 128,Wilson,WI 54027 Legal:SE'''A NE%509 728N R25W Town of Cady Proposed Lot 01) Evaluation Date:8/22/19 Introduction: On 8/28/2019 a soil and site evaluation was conducted at the above-described site to locate a suitable area for a new Private Onsite Wastewater Treatment System (POWTS). A series of soil pits were excavated and the soil conditions were described according to the requirements of SPS 385.20 and SPS 385.30. None of the observed test pits demonstrated a clear four-inch (or greater) subsoil horizon (B- Horizon) below the topsoil (A-horizon) that lacked the presence of redoximorphic features. Per SPS 385.30.2(b), Unless otherwise determined under s. SPS 385.60, the highest elevation of seasonal soil saturation shall be the ground surface where redoximorphic features are present within 4 inches of any of the following: 1.An A horizon that extends to the ground surface. 2. The lower boundary of overlying fill material where no buried A horizon exists. 3. An A horizon buried by overlying fill material The purpose of this soil Interpretive Determination Report is to perform a review of geologic, hydrologic, and topographic site conditions to determine current conditions of periodic soil saturation and assess their effect upon the potential operation of a POWTS. Local and Site Hydrology: The property is located within the Cady Creek watershed,which is a sub-watershed of the Eau Galle River major watershed.This area drains primarily south to the headwaters of Cady Creek which continues south eventually leading to the Eau Galle River. Drainage in the tested area is aided by gentle rolling slopes that range from 2-5%grade. Slopes are primarily convex linear in shape and most on-site drainage flows west towards two low-lying ponds west of the existing buildings.The ponds are approximately 300 feet northwest of the test area and 10-15 feet lower in elevation. Per St Croix County GIS data, a portion of the northernmost pond is delineated as an"Emergent/Wet Meadow"wetland. The mapping also depicts a few wetland indicator points lying north,south, and west of the test area. The points indicate potential wetland areas that are "too small to delineate" (see attachment 1).The test area does not appear to have hydric soils or wetland indicator vegetation. Furthermore,the area is not a "depressional landscape" normally associated with wetlands.The tested area does not appear to be a wetland. Historical Geomorphology: This area of the St Croix County was formed by ground moraine deposits during the last Wisconsin Glacial Episode occurring 12,000 to 15,000 years ago.Glaciation resulted in erosion,deposition,stream erosion,and other processes that influenced the type, quantity,and quality of the subsurface soil "parent materials." Wisconsin is divided into 5 primary soil regions based on geographic location, broad vegetation type(forest vs. prairie)and texture of parent materials.These 5 primary regions are further broken down into 11 sub-groups based on cover types of texture classes.The soils of this area of St Croix County belong to Soil Region F,which is characterized by Glossudalfs on forested silty upland and plains (Bockheim,J. G., & Hartemink,A. E. (2017).The Soils of Wisconsin.Springer Publishing). The parent material of the tested area consists of windblown loess and silty lacustrine deposits laid over a dense sandy loam till (see attachment 2). Though the topsoils in the area express good soil structure, the underlying glacial till subsoils are dense and very firm as a result of the previous glacial activity. Soil Mapping: USDA Web Soil Survey data classify the soils in the tested area as a Freeon Silt Loam.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 mantle,slow or moderately slow in the till subsoil, and very slow in the substratum.The Freeon series is an Oxyaquic and Glossudalf subgroup of the Alfisol soil order.Oxyaquic soils are characterized by a seasonal high water table(see attachment 3). Given the classification of the Freeon series as a "moderately well-drained" soil-type, and the presence of moderate to strong soil structure within the upper horizons of the tested area, it appears the area does not stay saturated for long periods of time and is not typically saturated to the surface.The tested areas appears to be impacted by a seasonal high water table which is likely a "perched"water table that forms due to the slowed movement of water through the dense silty and sandy clay loam subsoils. Soil Conditions and Surface Water Flow: Surface and subsurface drainage from the site flows primarily west towards the lower drainage ponds as indicated on the topographic maps.The tested areas are at the highest remaining undisturbed locations of the property.Overall, the soil evaluation results revealed a relatively consistent topsoil and subsoil regime throughout the test area. Topsoil (A-Horizon)depth ranged from 0-9 inches and was medium to dark brown (10YR 3/3, 10YR 3/2). Topsoil texture was loam to silt loam with strong to moderate granular blocky structure. No redoximorphic features were observed in the brown topsoils.The soils in Boring 2 were notably wetter than the soils evaluated higher in elevation. No standing water was observed in any of the borings.Soil tests on taken 1-week earlier by the soil tester on 2 adjacent lots with similar soil type to the south had visible Redoximorphic features in the darker top soils at a depth of 7 inches.This indicates that if the darker topsoils were seasonally saturated, Redoximorphic features would likely have been visible.The lack of visible Redoximorphic features in any of the topsoils horizons above 6 inches indicates these soils are not likely saturated for a long enough period of time for the features to develop.This indicates that there would be at least 6 inches of in-situ soil available to accommodate a properly designed POWTS. Subsoils (B-Horizon)were primarily light brown,to light reddish brown clay loam and sandy clay loams with moderate to weak structure.Soil structure deteriorated quickly as depth increased with most test pits having massive silty to sandy clay loam soils underlying the silt loam. Redoximorphic features were present throughout the subsoil horizons. Redoximorphic features began as few,fine,faint,and became many to common large and distinct or prominent as depth increased.This indicates that"perching" does take place, but likely for a shorter period of time. It also indicates that it is wetter longer at greater depths and probably not as wet and for shorter durations nearer to the surface. Fill soils were encountered at Boring 2.The extent of the fill material was not evident. Discussions with the property groundskeeper during the soil evaluation indicate the fill material was likely placed there more than 50 years ago and possibly used as a driveway for a former cattle barn that was torn down and buried approximately 100 feet west of the site.The location of the buried barn is visible due to the uneven ground and low spots in the burial area. It does not appear that a building was present in the tested area. The fill materials in Boring 2 appeared to be fairly well developed and would not restrict effluent infiltration.The fill material texture was a sandy loam with a weak fine sub-angular blocky structure.The fill material was dry with a moist friable consistence.There was approximately 20-35% half inch to 1- inch aggregates in the horizon. It appears the fill material has been developed overtime to produce some soil structure.The fill material could be removed and replaced with ASTM-C33 sand to accommodate a future POWTS system or potentially left in place if approved by WI DSPS. It should also be noted that on the day of the soil evaluations a 20-foot deep soil test pit was dug approximately 1000 feet southwest of the test area for purposes of evaluating subsurface conditions to locate a proposed future industrial process waste containment pond.The soil tester was not present to observe the test pit, but the engineer(Ronnie Williams, Williams Engineering Services, LLC) noted that the subsoil horizons were composed mainly of"dry" silty and sandy clays and no water table was observed to the 20-foot dig-depth.This information further indicates that the site is impacted by a "perched"seasonal water table and not permanently saturated soil conditions. A review of previous soil tests conducted in the vicinity indicates similar soil conditions to those observed. A soil Interpretive Determination report of similar Freeon Silt Loam soils was completed by Mary Jo Hollister in 2005 for a church property 1.5 miles north of the test area(see attachment 4).The findings of this report are similar to the conditions observed on the subject property. Conclusions/Recommendations: The site appears to be impacted by a"perched" seasonal water table that is likely caused by the densic silty and sandy clay loam soils in the underlying till.Though Redoximorphic features are observed throughout the subsoil,they were more prominent at greater depths indicating the upper horizons are not wet as often and for shorter periods of time. Nowhere on the site was there a clear 4-inch horizon below the topsoil and therefore the site is all "A+0." No Redoximorphic features were observed in the upper 6 inches of soil.Overall,topographic relief on the site and soil structure in the top soil horizons is adequate to encourage water movement downslope and away from the test area. Based on this information I would conclude that the upper 6 inches of topsoil are not seasonally saturated and have the ability to properly accept and treat wastewater effluent to the standards of SPS 383.To prevent"toe leakage" and encourage effective infiltration into the subsoil strata,a long, narrow mound system should be designed. The following design criteria should be implemented in the proposed mound system design: 1. The mound should be long and narrow. Ideally the distribution bed would not exceed 4.5 feet in width to keep the linear loading rate below 4.5ga1/ft/day 2. The basal soil application rate should not exceed 0.3gpd/ft2 3. The mound should have a minimum 30-inch ASTM-C33 sand-lift 4. Pressure distribution should be level and orifice density should be kept as low as possible (<10ft2/orifice) 5. A timed-dose pump system is strongly encouraged to prevent the mound from being hydraulically overloaded,especially during seasonal wet periods. The pump tank should be oversized by 50%to provide adequate storage 6. Mound installation should only occur if soils are dry and friable to prevent smearing of the soil and compaction of the subsurface soil structure 7. The site should be graded to divert surface water away from the mound system and downslope basal area 8. Fill material soils should be excavated and replaced with ASTM-C33 sand in the mound area and basal areas if required by WI DSPS • ATTACHMENT 1 Wetland/Water/Topography = �� .�, rr k..- - - T _ .. ,� , I �/ 1 /" '_ — _-�-' k � ` , t ' ., / 1". ,,. . — � � ;I Der �, \ \tf.-:;1- •-......._.-- - . ti f o �_ k. .: -e.101.--1-1- ,s-:-- . ' . ,. cyl 4 I \..._, ; -, „ ( f , . . . ,. _ �_.�_ ��` , . ,fir •, -►r 4. ' ,, . .„,- . , r , . o O" . j ?'/ ! r ram__„-r ,, t•.i. I , r` . • { i •. ` ` 1 ` z :j; 1 •• ►r / J �41•11111114,e v .. iY/i ' ‘ S • tie -44,:,..'",r-N...-... N.1- - : - .• 'It ) . .4.4c 11F4k ; • - 'IL . ;,.,.,././. e2Wi ' \ at -nR. w ir `^ % _ ` / i \ '1,._;;i-a \. I. V11. 77-ii wir'4'-. t AO ,' -'------.\,. ..-''''..--.-'-.-\:\‘\\\AS . \ So , le. ,. .. k.. iiiijA . . .., 1.„.._. . . _ _ . ... ... . . ... . .. • . . ... . . 8/23/2019,2:35:30 PM 1:3,588 Wetland Nee • Fes.OPen WWets, 0 0.03 0.06 0.11 rtr W • Aquebc bed • Forested.Saabs rub 0 0.04 0.09 0.18 kn, MI Emergent/noel meadow Open Wand II Et wgenVwet meadow.AOuabc bed D smivi rue ❑ Enwgenvwet meadow.FlWlunvepetalsd wet sal ❑ Scrub/shrub.EmerpeMMM meadow III Enwgenttwet meadow.Open Water ❑ Scrublerne,Open Waver El Feed/drained wetland.Emergent/wet meadow Wetland Pane III Fled/Waned wetland.Forested Deraned pond QFied/drarwd*attend.SauMW W.Emergent/wet meadow Eac.*' d pond Sous-Egg.DpAWGtob. 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(/). • . .. 4(2;1" ti. # 1 %........., . -.• 1 1 § --„, §i -C.................' ci u) in 1 1:•::;-1 1 u_ a.:1,:Th CO (c- u) I. it 1 1 t § 2 s! 11 1 1 3 I 1 I I g 1 • i 8 liz W ij 1 : 1 z 444 z 0 1 NAZI•1:6 hi JC ZI.26 1 I 035/.15fr COl5,181, comiet CCE10/68, COWRY CIOZPLet COE4720' COWL& WWI* 0:0•LeP z z I. N Lq 1 '* ATTACHMENT 3 Sol Map—St.Croix County.Wisconsin Map Unit Legend Map Unit Symbol Map Unit Name Acres In AOl Percent of AOI AmC2 Amery loam.6 to 12 percent 1.4 0.8% slopes,eroded ApD2 Arland sandy loam,12 to 25 0.7 0.4% percent slopes.eroded FnB Freeon sift loam,2 to 6 percent 46.2 27.9% slopes HaA Haider silt loam,0 to 3 percent 4.1 I 2.5% slopes MaB Magnor silt loam,0 to 4 67.0 40.4% percent slopes SaB Santiago silt loam,2 to 6 29.1 17.5% percent slopes SaC2 Santiago silt loam,6 to 12 7.7 4.7% percent slopes,eroded SrA Skyberg silt loam,0 to 3 2.8 1.7% percent slopes VaB Vlasaty silt loam,2 to 6 6.7 4.1% percent slopes Totals for Area of Interest 185.8 I 100.0% t.IDA Natural Resources Web Soil Survey 8232019 i Conservation Service National Cooperative Soil Survey Page 3 of 3 . 8123/2019 Official Series Description-FREEOATTAC H M E N T 3 LOCATION FREEON WI+MN Established Series Rev. DJH-DEJ-HFG 04/2006 FREEON 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 mantle, slow or moderately slow in the till subsoil, and very slow in the substratum. Slopes range from 0 to 20 percent. Mean annual precipitation is about 30 inches. Mean annual air temperature is about 42 degrees F. TAXONOMIC CLASS: Coarse-loamy, mixed, superactive, frigid Oxyaquic Glossudalfs TYPICAL PEDON: Freeon silt loam -on a convex 2 percent slope in a cultivated field at an elevation of about 1,200 feet. (Colors are for moist soil unless otherwise stated.) Ap-0 to 7 inches; very dark grayish brown (I OYR 3/2) silt loam, light brownish gray(10YR 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 (10YR 5/3) silt loam (E),very pale brown(10YR 7/3)dry; weak medium platy structure; friable;extends as tongues into or surrounds remnants of dark yellowish brown(10YR 4/4)silt loam(Bt); moderate fine subangular blocky structure; friable; few distinct dark brown(7.5YR 3/4)clay films on faces of peds; common fine and very fine roots; many very fine and few medium tubular pores; common coarse prominent strong brown (7.5YR 4/6) masses of iron accumulation; about 5 percent gravel and I percent cobbles; slightly acid; clear smooth boundary. (0 to 15 inches thick) 2B/E--19 to 39 inches; about 70 percent dark brown (7.5YR 3/4) sandy loam (Bt); moderate medium subangular blocky structure; friable; common faint dark brown(7.5YR 3/4) clay films on faces of peds; penetrated by tongues of brown(10YR 5/3) sandy loam (E), very pale brown(10YR 7/3) dry; weak thick platy structure; friable; few fine roots; many fine tubular pores;common coarse prominent strong brown(7.5YR 5/8)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 (5YR 3/4) sandy loam; moderate fine and medium prismatic structure tending to part along horizontal cleavage planes to weak thin plates inherited from the parent material; firm; few fine roots; common fine tubular pores; common fine and medium vesicular pores; common faint dark reddish brown(5YR 3/4)clay films on all faces of peds; very few prominent brown(10YR 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) 2BCd1--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 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 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 https:lleasoilresource.lawr.ucdavis.edu/sdel?series=freeon 1/4 8232019 Official Series Description-FREEO C Fj M'N T 3 of peds; about 5 percent gravel and I percent cobbles; moderately acid; c ee r'walv/y�'�boun ary. ombined thickness of the 2BCd horizons ranges from 0 to 70 inches.) 2Cd-85 to 100 inches; reddish brown (5YR 4/4)sandy loam; massive tending 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. RANGE IN CHARACTERISTICS: 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 coarser averages 15 to 70 percent. The base saturation (by sum of cations) is less than 60 percent in some part of the argillic horizon. Volume of gravel ranges from 0 to 10 percent in the silty mantle and from 5 to 35 percent in the till. Volume of cobbles ranges 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 10YR, value of 2 or 3,and chroma of l to 3. Some pedons have an E horizon with hue of 7.5YR or 10YR, 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 7.5YR or 10YR, value of 3 to 5,and chroma of 4. It is silt loam. Bw horizons with spodic color have less than 0.6 percent organic carbon. Freeon soils have a glossic horizon. Horizonation has a wide range depending on the thickness of the silty mantle and the degree to which eluviation has occurred. Therefore,there can be E/B, B/E,2E/B,or 2B/E horizons singly or in combination. The E part of the EB 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 Bt horizon with color and texture like the Bt part described above. The 2E part of the 2E/B or 2B/E horizons has hue of 5YR, 7.5YR, or 10YR; value of 4 to 6,and chroma of 2 or 3. Colors of 4/3 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, loam,or their gravelly analogs. Bulk density ranges from 1.65 to 1.90. Some pedons have pockets or strata of loamy sand or gravelly loamy sand. The 2BCd horizon has hue of 2.5YR, 5YR. or 7.5YR; value of 3 to 5; and chroma of 4 to 6. It is typically sandy loam, fine sandy loam,or their gravelly analogs. Clay content averages more than 7 percent. Bulk density ranges from 1.8 to 2.0 gm/cc. Some pedons have pockets or strata of loamy sand or gravelly loamy sand. https://casoilresource.lawr.ucdavis.edu/sde/?senes=freeon 2/4 • - ATTACHMENT 4 Jul 111 0S 09:33a owner 7154264827 \ ' P-2 VtlecoraboepedmetofComoros SOIL EVALUATION REPORT pp I a 3 OM400 of 8aley and euldrps in accedence sal Cann 85.Wu. Nen. Code �� ST.CROIX 1 Mach marpYY ale pion on paper not ese ten 81C2 a 11 inches in aka Pen nut � , patentslelrraadaedaYafd and ltartionral hWOW,sndlo location end dredion tonare old/ - '© fV S patent tlepa,wale ordsrrereiorr,north WOW,end beacon aid 61s1ares b neared road. rviam here teed U,Ibrn.roa CO pv- i iOr Ole, (�/Il/i4L evireed el MI6 hwaa,tab..d,wv..r.rs.,..r4.a.,�mowoaar l►n�raw t,.,•,e tw c»tmr. � T �] Promo/Omar Rymerlocabn E Earl ROBERT LEAF(Buyer Calvary Assam*of God) Gbt lot -SE tle SE IN 5 33 T 29 N R I S Proposes Omer*YsigAddles, Lot a Block* S16d None or Cale 2928 C.T.H.DD I ST/,J - 1 - _e•Oia_ -2°I5-1:4YY City Stole 21p Cods Phaw Number £ Wa08 [Tortes Nearest Road Glenwood City, 1 WI I 54013 I t 715 l 265-4964 SpT+•rgf'vld 1 60th Aroma: i 13 New Candeedion lira P.4.r4N/Nurt,ar of badmen Core donned Onion lbw role GPO 0 Rplecell.4 p Pink or dOlaMldal-DrQAe. church Pant nelede decal till Hood Plain eievelbn fkebab* ill t General caterer Momd System-02 loading rate- 2.50 II sad 51l and edonw.d.fate SEE INTERPRETIVE DETERMINATION REPORT-oo-site w/Le oy Iaosky.State of Wisconsin wastewater Specialist To be designed by designer or iniWla a Borne• ❑ Swing a pe Ground surface elev. 100.14 f. Depth to rim7iV factor 10 h Sol Apptiobn RsY Hodson Depth Derrirrertt Color Radar Oasaipfal Texts Sauceee Conalaece btad.Y Rents GPM' h Yid O.Sz Cart Cob Or.9t.Sh. TRH SW I 0-4 10YR3/3 - ail 2fgr rave- a 3vf-co 0.6 0.8 2 410 10YR3/3 - stl 2Sbk de as 2vf-m 0.6 0.8 3 10-13 IOYR4/3 nerd 10YR46a1oY1t6/1 Al 2fabk ds - 2vf-m, 0.6 0.8 Same gr; cabbies Been © ifts"6 0 Pit Ground s rtrce ar r. 100.I• I. Deets to intro YOr 10 In. Sol Apptellon Rae 1br3m Oepth Domirwa Color Redac OYdtaf.. Tatdure Strudaa 'ConalMeu Bourictery Roots GPM' h Neese _ Ou Si. Cori Color Gr.Ss.Sh TIM 'dR¢ 1 0-4 10YR3/3 - sit 341ir mvh a 3vf-oo 0.6 0.8 2 410 10YR3/3 - sit 2fgr&abk ds m 2vf-m 0.6 0.8 3 10-14 10YR4/3 rand 10Ya44&IOY33t nil 2mebk ds - 2vfaa 0.6 02 Same gr few meet` •Blum i1•BOO,>30 4 220 nog_and TSS>3D 4 150 me. 'Stuart f2 e BOO,c 30 mg&aryl TSB 4 30 ROL CST Nom Mum Pi to CST Mwibr Mary Jo Hollister y� `J)&ulk �� Adrian E•a•+nbn C«,A+,aod Tiphon*Pewter W9875 690th Avenue,River Falk.W1 54022 07-18-05 (715)426-1775 T4 Jul 19 OS 09:33a owner 7 41 cHMENT 4 8 P Properly Owner n LEAF.Robert(Lot I) (PardProd O t P . 3 or 3 t u Bthr 0 0 pit G o ud s t elev. 100.74 R Depthto arnittQ haw9 In. Sal ItspltaYon Rate Horizon Depth Oo trust Cdr Redo/Deeatoloo TOWS Sousse Crsalreo Boundary Roots CAMP n Maur Ou.Sr- Curt Color Gr.Ss Sh._ �1 1 0-3 10Y123,3 — ail 3fgr rtsvfr es 3vf-co 0.6 0.8 2 3-9 10YR313 — , ail 2fi&.sbk de as 2vf-m 0.6 0.8 3 9-13 10YR4l3 _ m2d lage40 ul 2rmbk ds — 2vf-ce 0.6 0.8 ve.tik Sane gr nobbles. soap t 8 p Ground auto•aloe. IL Depth b Baling radar n N Sol Apptolon Rue Modem Oph OrnYrrd f:alr Radon Dnvlpeon TMse Sarwla. CrsYlwo Sou dry Roots GPOiR n Wsral Ou 8i Cant Color Or.Sz Se_. 'Fill vim Boring itE Grant sears elev. R Oapla to limiting uar n. Sol Awn Sob Homan Opts Dance odor Radar Oaeablon TrdWO Sbud zee Contemn= 90 udry Roots GPDIW In. Maud Ou.Sc. Cara Color Gr.Ss at 'F!1 'E111t2 •Blurs S1=BOOT>30<220 mot and TSS>30 c 150 nit 'Mani R2=000,<30 met a el TSS<30 ntyL The Department of Commerce is an equal opportunity service provider and employer. If you Deed assistance lo access services or oeed materiel in an dtcnate format please contact the department at 608-266-3I31 or TrY 608-264-8777. [SD-MOTs n WOW _ __._ ATTACHMENT 4 i Jul 19 05 09: 42a comer 7154264827 p. 1 t i PLOT" PLAN ..,. 1 ! _.II 2016.-'4 AlliaLa621311ThialejUalge. A maNMV#4.mr, Ettmy %ulLamsyw . �ir_ �mqp� toff 1, PRnposrmD co i Aemzs F ai:Z �y . r 1Da 9- 10 a to-14 . 1 c\iia_. . SI- 6L-"411• • si:4.•33 . • X $ . 4 f.D4 iAi 1.--- AtZ.•0.40 L.JAI E 6,0141A,Jx.7` . . -- - -- -- - — . ATTACHMENT 4 . .....e NSn ea GD.a s es RECEIVED C1 Stock No. 26273 VOL 20 PAGE 5°44 ICATUGEEE N. WACOO---- RLGZSTCR OF U€EOO f t� ERTIFIED SURVEY MAP NO. Ry;,W. Of1a F Mr YE VOLUME 20 , PAGE 5044 �Eo v RAP Q�ggW Mt 3.SO WI01100tCouNry THE SOUTH HALF OF THE SOUTHEAST QUART : EroFrBR OF THE SOUTHEAST QUARTER. SECTION 33. TOWNSHIP 29 NORTH. RANGE 15 WEST, East 1/4 33-29-15 TOWN OF SPRINGFIELD. ST.CROIX COUNTY.WISCONSIN Fd Sury y w,,, PREPARED BY: Joel A.Brandt JB SURVEYING LLC 966 Rustic Road 3 ��qq� Glenwood City. WI UNrsw'tito LANDS i I wl•4 Sw/SE SE/SE N89-34'43"E 132312' 661.e0'220.66' 720 33' 220.33' 0 " 625.02' II ,t 01. 34.2011 I LOT 2 LOT 1 :-•� I .) j ; IC LOT 4 „ LOT ,� 43s.o2o sq.ft 1 :+ 1 IE I u n$ 9.99 acres • t Al.I of �.r 1a I IE a 40 y >li a 40 Intl r-D-r w471• I ` =, ig �� t?°� „ �°1P ''''''a o`� (� 3e9.765 sq. f t I 1 - u 8 6.95 acres I , •,� .,�\ . not end r-e-r la'I `1 '+ 1 buil ing setbock line 1 � 33 3 00' 300' 33.00' 33.00' $ 'oasis cenlNlin: � 1324.sY� Q. I 66 y�c��A2 P.O.B. lrse '76'S0"M_ — ?� 220 .-1 ; - S./fi w n•' S89 28'50" 1324.47' South 1/1 �y7a•,�. 284E 94' centerline Section 33-29-15 w - - Southeast corner Found alunix.. ton Section 33-29-15 UNP1A1R110 c�NDS FA Survey Mark Ma PREPARED FOR: (Buyer of Lot 1)LOT 4 LOT 5 LOT 2 Calvary Assembly of God 310 LaPointe Rd S 145.230 sq.fr 144.933 sq ft 144,850 soft. Wilson. WI 54027 3.33 acres 3.33 acres 3.32 acres PREPARED FOP: incl. r-o-w incl r-o-w incl. r-o-w OWNER. 137.949 sq. 137.662 sq. ft. 137.579 sq_ Robert Leaf (Buyer Frofench Lots 2-41 0RR1 Glenwood Cif W Bruce 0rhnch 317 acres 3.16 acres 3.16 acres Y. I 3026 60th Ave not incl. r-o-w not incl r-o-w not incl. r-o-w 51.013 Wilson. WI 54027 Note There will be no access to State Highway "128" Note• Each parcel on this map is subject to State and County laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.) Before purchasing or developing rJ ►r any parcel, contact the St. Croix County Zoning Office for advice. Vill i LEGEND VI ' 0.__. Government Corner (as noted) 14r . C . 6 0__......Set 3/4" x 10" Iron rebar weighing e I AWL A. �e 1.502 IDs./leleal ft. � e , '(1, .. soil tests • y Ifp �� North is referenced to the SCALE: 1' = 250' 8+l111 i : ' ea p South line of the Southeast - ' I , , ra0(Or Quarter of Section 33-29-IS. ' which is bears 509'28'50"W 0' 250' 500' (St (root County Grid System) Page 1 of 2 Vol 20 Page 3044 ATTACHMENT 4 Safety and Buildings • r" AF,CFI`JED 10 SUNSHINE CIRCLE c ommerce.wl.gov CHIPPEWA FALLS WI 54729 (606 a:TDO )2644777 isconsin WON . .wl.gitrf IWAV wisconarn.gov Department of Commerce n C.U‘,N t y ZONIN3 OFFICE Aril DOrN.Governor Mary P.Burka,secretary August 03,2005 CUST ID No. 224832 A77N:POW7S Jnrpector MARY JO HOLLISTER ZONING OFFICE HOLLISTERS SOIL TESTING ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022-4011 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 08/03/2007 SUE: �� Transaction ID No. 1154255 SE: Site ID No.701810 Assembly of God Church t- 3 lal:s Please refer to both identification numbers. Town of Springfield,St Croix County above,m all correspondence with the agency. SE 1/4,SE 1/4,S33,T29N,RISW O/ ,/ C l— �/ 03(/-!074.- 30 -psi FOR: — a- Object Type: Soil Saturation Determination Regulated Object ID No.: 102%37 — 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. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s.Comm 85.60(2),Wis.Adm.Code,to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement ins.Comm 8530(2Xb),Wis.Adm.Code to designate the ground surface as the higest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. 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 vestment and dispersaL 3. The basal soil application rate for the mound shall be 5 0.20 gpd/sf and the linear loading rate 5 4.5 gpd/R 4. Chisel plowing to a depth of 12-16 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. 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 motmd and to divert surface water drainage away from the system. 6. 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. 7. 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. 8. 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. ATTACHMENT 4 MARY JO HOIJJSTER Page 2 $/3/200S + • This approval applies only to those specific areas as referenced and recorded by the CST. Reports dated 7/18/05 for Lot 1,and 6/25/05 for Lots 2-4 show the locations of suitable areas for mound installation. In addition,the enumerated conditions apply to all four proposed Iota(1-4). If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design,not to the decision on the Interpretive Determination Report. 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.If plan index sheets ware submitted in lieu of additional full planets,a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department.All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety&Buildings 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. S iy. Fee Required S 100.00 Fee Received S 100.00 - Balance Due S 0.00 Leroy G.1 PS . Wastew Specialist Integrated Services Bureau WiSMART code: 7633 (715)726-2544 Voice Ijansky@commerce.state.wi.us ATTACHMENT Jul 26 05 10:52a owner 7154264827 p.3 Mary Jo Hollutar W96716yo"Avenue RMar Falk.WI }4022 (713)426 17731Eax.426- 4827 Interpretative Determination Report p.O.W.T..S. 6 July 2005 Conditionally APPROVED Property Owner: Robert Leaf DEPARTMENT OF COMMERCE DrVIS{ON OF SAFETY AND BUILDINGS Buyers: Calvary Assembly of God and grace Fronch l/11•r[�J' � Location: SE W of the SE V., Section 53,T29 N,R 15 W, c E c c REP EN Town of Springfield,5t Croix County,Wisconsin • INTRODUCTION: On 23 June zoo a site and soil evaluation was completed for four new private onsite wastewater treatment system (POWTS)by this soil tester on a twenty acre parcel that is for sale. During this evaluation it was determined that there is not a clear four inch horizon below the A horizon without redoximorphic features. In fact,it appears that the redoximorphic features are in the A horizon in most soil ppits that were observed. The buyers were informed at this time that the State of Wisconsin,Dept.of Commerce will have to approve the site far depth to seasonal saturation. GEOLOGICAL HISTORY: This area in Wisconsin is an area of the Glaciated Region,which occurred 12,000 to 15,000 year ago. This caused erosion,deposition,stream erosion and other processes. Wisconsin is divided into five natural regions,which are related to land by the use of plants, animals and by man. Also the boundaries are determined by soil texture and structure in the underlying rocks. St Croix County is located in the Western Upland, which is underlain by Ordovician dolomites. (Martin,L.(I 965)• The Physical Geology of Wisconsin. University of Wisconsin Press,Madison,Wisconsin.) This part of St Croix ATTACHMENT 'I Jul 26 05 10:52a owner 7154264827 p. 4 Page 2-LIf.Robert County was Formed by ground moraine deposits From the Wisconsin stage oFglaciation. The parent material at this site is loess over glacial tii and the topography urgently rolling. LOCAL AND SITE hYDKOLOGY: This land area is located within the Lower Chippewa River basin which includes Lau Galle River,Wilson Creek,Cady Creek and several small creeks. (St.Croix County Development Management Plan;Physical rcature.Analysis pg.z-1 1.) This site is near the headwaters of the Wilson Creek that flows northwesterly and near the headwaters of the Cady Creek that flows southerly. (See attacked copy of St.Croix County 5o41 Survey,page 72.) The attached topographic map From the State of Wisconsin Geological and Natural history Survey shows the site to be two feet higher than the surrounding land area.The slope drainage at al the sites arc linear and convex which is good For moving water away from the site. All surface waters drain from these sites and there are no wetland areas nearby or areas of ponding water. SOIL MAPPING. This area is indicated on the copy of the Soil Survey map as a Santiago series which arc on ridges of ground moraines or on pitted glacial drat that arc gently sloping to steep and well drained with moderate permeability and as a Frceon Series which are of gently sloping and sloping,moderately well drained soils formed from sandy loam tilt Well drained sots removes the water and does not have redoximorphic features and moderately welt drained soils remove the water somewhat slower and are wet for only a short period of time. This would imply that the site appears not to stay saturated fora long period of time. As indicated in the Soil Survey of 5t Croix County,Wisconsin published by the National Cooperative 5o1 Survey the area tested is mapped as Santiago silt loam with 2 to 6 percent slopes and Frceon silt loam. both of these soil series belong to the sot order ATTACJ-I M F N T 4 Jul 26 05 10:53a owner 7154264827 p.5 Page 5-LEAF,Robert Alfisols and arc further classified as Typic Glossoboralfs that have properties of tongued and cod. These soils are formed mostly under broadleaf deciduous forest and where drainage is not restricted from the water table with an udic,ustic,or aerie mositurc regime. (Keys to Soil Taxonomy(,Soil Survey Staff)(,l 5DA-NK(_S.) SOIL CONDi flON5 AND alKrac.WATER FLOW The soil evaluations completed by this ccrtifiecl soil tester encountered an A horizon of 9 to 2 inches of silt loam with redoximorphic features starting at 7 inches in a few pits to 9 inches in most of the pits. Root and worm action was present in all pits to depths of 36 inches. This indicates that there would be greater than 6 inches of in-situ soil to accommodate a properly designed POWT5. The subsoil colors arc more of a grayish brown than a gglcyed color that is associated with wet conditions. in the lower part of the A horizon and into the glacial til rcdoximorpkic features are observed. The 51 horizon consists of a sandy loam with gradual heavier conditions and had some sand and loamy sand pockets with many sand coats present Many other pits were observed that were similar as far as rcdoxiphoric features, texture, structure and consistency. A few pits had few,fine, faint redoximorphic features in the A horizon at 4 to 6 inches. These areas were not considered for that reason. Surface water does move into the A horizon which may be perched in the I3 horizon as indicated 69 the redoximorphic features and some water having to be absorbed into the A horizon due to tension saturation. The redoximorphic features in all the pits were few,fine, faint then becoming common,medium,distinctive or many,medium,prominent. This indicates that perching dots talcs place, but not for a long period of time. It also indicates that it is wetter longer at greater depths and probably not so wet and for shorter durations near the surface The surface and subsurface drainage from the site appears to flow away from the site in three directions as indicated on the topography map as this area is the highest elevation. ATTACHMENT 4 Jul 26 05 10:53a owner 7154264827 r,6 Page 4-LEAr,Robert An existing dwelling,approximately 40o feet on the west side of the Zo acres has a replacement mound system. According to the sal survey map,aiIa ar soils exist at this site. CON CLLISION/R1=.COMMENDATION5 The landscape at this site,gently raging, slows the water movement away From the tested areas with drainage to the south and southwesterly. Where there are slight depressions in the topography where surface water can collect,there will be redoxiphoric features forming at shalow depths which were obaerved at Fourinches in sonic of the pits that are not being used fora POWT5 Redoxiphoric features in the lower part of the A horizon arc probably due to the tension saturation above the saturated subsoil. Eased on the lack of the redoxiphoric features in the upper 7 incbcs of the topsoil,these soils w lI properly accept and treat the wastewater with a long and narrow mound system as per Comm 83.44(3)(b)I, and Z.,Wis.Ads.Code. used on all this evidence the recommendations shall be: 1.)The depth of the approved sand beat least Z.30 Feet for adequate treatment 2.) The mound system be designed long and narrow with a maximum linear loading rate 4.3 gpd/ft and the basal soil application rate shall be 0.2 gpd/ft.z for adequate dispersal into the natural soil. 3.) Increase the downsfope area around the mound system to increase the basal absorption area. 4.)Surface water is to be diverted from the mound system with either a grass diversion or upslope area of mound system designed with a greater side slope. Rc etfully submi to , B` / Ma Jo ollister,.CST zz4 e3z Dated: 6 July 2003(Revised 26 July Zoos) ATTACHMENT 4 JU1 i_d U' LU:b1 Omn•r p. REFERENCES' I.) Martin,L.(I 961)• The rhysical GeoIos je of Wisconsin. university of Wisconsin Press,Madison,Wisconsin. 2.) Soils. University of Wisconsin Education Courses. 3.)5t.Croix County Development Plan. Volume Two;,ackground Studies. rbysical rcaturea,Analysis. t.) 561 Survey of St Croix County(i 97e). United States Department of Agriculture 5oi1 Conservation 5ervicc and Researcl,Division of the College of Agriculture and Le Sciences,University of Wisconsin. ATTACHMENT d Jul Co Lie 1 1:c e a coiner . 7154264827 r- 1 i -�2ELJ PA1 nlAe y !' , • G _ CERTIFIED' SURVEY MAP NO. VOLUME • , PAGE . w . THE SOUTH HALF OF THE EAST QUARTER OF THE SObTHEA 'QUARTER. SECTION 33. 1pWNSHIP.29 NORTH. RANGE 15 WEST, Cost V4 TOWN OF SPRINGFIELD. !T.CROIX COUNTY,WISCONSIN Srcund Alumina+ Non PREPARED BY pT1 e Joel A Brandt ' ' 18 SURVEYING LLC j •966 Rustic Road 3 ONPLIi7'tcD; afros 4� _ � Glenwood City.WI Sd t _ of y 24,5-z/203 Nd934'4S E 132 2' Q�i .40 o0' ( yyy��� I220.M' 220.3 ' 220.33' a mot+ titcameo'i21 130' i I { 'C ,l 3100r I 1 I N i _r 1KLS<l :a t.,[r. WI ,,, f f.+ l„tf LOT —wir-l� I ^ �� s. e ='• LOT 4 LOT.�- . LOT 2 .i 435.0?0sq.ft gggggg��,I��,lfa la. N Ipsle~ "d. ' • S - t —' TA'-aC ea -- 1I1"I 2 1t--�-► e - 2. m - p 4 V. 92.51isq. ft .tl Ia I IK V O V Jot wool r-o-w N ItI S ;31 1 • • .. "ti I C.P.1 Rl.r t 33.00' 33 00 3100' 3100• $ I•3oar 4 L _Ce 't e nne z - -' ' / 32..ar FAIT.* b' �033 401h Art. 'P.o.E .0 rse9wso-w_ _ "' J20.33 663.1s- o% cony SB9-28'50'w 1324.47' , r SE South 1/4 cmic.i.,e Section 33-29-IS 2850"W • 2515.91' Southeast cam round Alulrtut Ibn Section 33 29 15 uMruHSO LANDS round AAafinal Mon. PREPARED FOR LOT 4 !Buyer of Lot t) COT .j LOT 2 Calvary Assembly of God lcS.230 sq It !l1.•933 sq It 11.4,850 sq ft. 310 LaPointe Rd S Wilson.WI 54021 3 33 acres 333 acres 3.32 acres In(I.r-o-w endr-o-w Inar-o-w PREPARE()FOR. OWNER: t8u-er or Lots 1-3) 137.949 sq ft 131.662 sq. ft 131.519 sq ft Robert Leaf Bruce French 3 11 acres 3 16 acres 316 acres 3026 60th Ave not,n(I r-c-w not In(1 r-o-w not Intl r-o-w Wltion• wl 54.o2.1 i Note Each parcel on rhis map Is subject to State and County taws. rules and regulations I ATTACHMENT 4 ST. CROIX COUNTY. WISCONSIN - SHE( 1EE Lose, izrA5ERT A. (,d.last 64) f srA R.15 W. vsB. C ,,;-07. rye• " _ .. bp4 G f ♦ a- s .,i R _� r > ti ,. ' mkt. _ " _ .-Ak--*. .M V . �/� •�' 'ail 1 ' �. irks s• -K `' ! • j i ... 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