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002-1083-90-110
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No. (ATTACH TO PERMIT) 597451 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2958948 Permit Holder's Name: City Village Township Parcel Tax No JEFFREY HELLENDRUNG TOWN OF BALDWIN 002-1083-90-110 CST BM Elev: Insp. BM Elev: BM Description: ~y p/} ~Q Section/Town/Range/Map No N~ G 33.29.16.486E-01 TANK INFORMATION ELEVATION DATA HI FS ELEV. TYPE MANUFACTURED , CAPACITY STATION BIL Septic 1Q~ oob Benchmark UU Alt. BM !U•3a AN v Lek Aeration Bldg. Sewer ~ng St/Ht Inlet St/kitOutlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt In Septic ho i t _7 r try M1 Dt Bottom Dosing Header/Man. loa Aeration - Dist. Pipe HIng Y Bot. System 4~ /6/. v PUMP/SIPHON INFORMATION Final Grade Manufacturer r.~ GPMand St Cover Model Numbers 7• ' tom v,2,_.- 7.7 q'9, TDH Lift- Friction Loss System Head T H, Ft Forcemain eDias`. Dist. to well SOIL ABSORPTION SYSTEM BED/TRENCH Width 6 Length No Of Trenches PIT DIMENSIONS No. Of Pits lnsie}e Dia: Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAK TREAM LEACHING Manufacturer: INFORMATION CHAMBE, Type Of System: UNIT ~ _ RhodetTSumber: DISTRIBUTION SYSTEM Header/Manifold Distribution tt x Hole Size/ `f x Hole Spacing Vent to Air Intake 1 ~ Pipe(s) Length Dia Length Dia I Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over l Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes No Yes No COMMENT Include de discre encies, persons presenti V sei n #1:'b 1Z 61 Inspection #2 ~ : 3SL~ dSe Lane e on/ . a av~¢el viy" Location: 1WTDA Used df. to P(Ovj ppe- 1.) Alt BM Description ='rf ti~ b V VLqz- 2.) Bldg sewer length f n 11 MO~ (a~~ - amount of cover = `y 'z/r/~ , c~ tLt'• Plan revision Required? Yes No 1( Use other side for additional information. f ! / 111 / U 1 fX SBD-671 0 (R.3/97) Dale' Insepc is n~ Cert. No. J =I V County Safety and Buildings Division 8z 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be tilled in by Co.) a °sP a JUL ~ ~ ~Q17 diso W 70;-7162 7~ k' A 0R40cc01ut4TY 5517# s jag FV ItiWi DEVELOPMENT G28FMDVDM J p ~ State Transaction Number Sanitary Per v - ----1- 0 ,7 In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application fortes for state-owned POWTS are submitted to Project Address (if different than mailing address) n the Departme'ht of Safety and Professional Servies. Personal information you provide may be used for secondary u oses in accordance with the Privac Law s. ~tlln m , Stats.L A lication Iformation- Please Prinformation Z3 O y~© Property Owner's Name Parcel # Z Property Owner's Mailing Address Property Location 33. d9, 1(a • y 361-- - 01 K G' Govt. Lot City, State Zip Code Phone Number A/ Vt! Section / J{ f circle one) ,1 I L D (it!<fV ~ ~n T R E orb' H. Type of Building (check all that apply) Lot # ision N k 1 or 2 Family Dwelling - Number of Bedrooms Subdiv ame pK 4A Block # k ❑ Public/Commercial - Describe Use a► El City of CSM Number El Village of ❑ State Owned - Describe Use ~ Town of III. Type of Permit: (Check only one box online A. Complete line B if applicable) A. New System ❑ Replacemr .ent System ❑ Treatment/Holding Tank Replacement Drily ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. El Permit Renewal Q. Permit Revision 11 Change of Plumber ❑ Permit Transfer to New r Before Expiration Owner W. Type of POWTS S stem/Corn onent/Device: Check all that apply) 0 v ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil AMound < 24 in. of suitable s ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersal/Treat ent Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (s ispersal Area oposed ~ ystem Elevation 7- VI. Tank Info Capacity in Total # o Manufacturer c Gallons Gallons Units B ? New Tanks Existing Tanks 7 n U in h V) ii t~ e. LIE- Septic or Holding Tank lee 1 5~ r t ~.r Dosing Chamber '6.5_0 ~ -1 VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's e (Print) Plumber's Signature MP/1 Number Business Phone Number 71 ~7 7 _3 E- L 5C Plumber's Add ss (Street, City, State, Zip Code) VIII. oun eprrtment Use Only Approved Permit Fee Date Is ed Issuing ut Signature Owner Given Reason for Denial $ (o q 43 IX. Condit easons for Disapproval 1. Septic. tank, adlus t tifte- ptu'1 3 '44~.6 dispereai cell rust dll be d In a r11.t p J its per,,'} Wagement plan pro tided by plumber. C~ 2. Alleft r s must the mWlrcrl , a. Per PPFkr ,,t corer I , Mina mai. Attach to complete plans for the system and sir mit to the County only on paper not less than 8 U2 z 11 inches in size SBD-6398 (R 11/11) F page of s 0 24 It. air fi. ao it. , j i ssG4 Lot 1 ¢F f sz - J, O l dec Lln re _ : . -41 B-4 SOW- pp ~ ` ~ S t LY 104.5• __9 --Top 0! 9~ty 3#°P pipe 100 mpehy Lase 99.2' em instaAW-on cclkw Eiev2tiatt ° BmIc f M.-irk f`~1 010oJ' °2 LOC. fion c ~e~a~.ian Owner Nangj+ Ft Jeff Hetbndrung Site Inforrnaharc 7370 Oak Streel w9/4, tWV114, $33, SaIdMn, VV15~40M Town of Satdvvin RIM phoft- 651-755-8794 SL Croix cc y mat 7 . np o R7'S1F,~,- DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304-5211 Contact Through Relay http://dsps.wi.gov/programs/industry-services a"www.wisconsin.gov oFtSSrox:+ Scott Walker, Governor Laura Gutierrez, Secretary June 25, 2017 CUST ID No. 224832 r ATTN: POWTSInspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA 28497 KING ARTHURS 1101 CARMICHAEL RD DANBURY WI 54830 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/25/2019 Identification Numbers Transaction ID No. 2958948 SITE: Site ID No. 839652 Jeffrey Hellendrun2 Please refer to both identification numbers, Rose Ln above, in all corres ondence with the agenc . Town of Baldwin St Croix County NWI/4, NWI/4, S33, T29N, R16W FOR: Description: Mound System (3 Bedrooms -New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1714130 Maintenance required; 450 GPD Flow rate- 10 in Soil minimum depth to limiting factor from on inal rade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/0 1, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter 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: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on-site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from mound area. • Divert surface water from POWTS Area. • Prior to construction of the dis ersal 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 ca aci of the soil. Proper soil moisture content can be determined b rolling a soil sample between the hands. If it rolls into a 1/4- inch wire MARY JO HUPPERT' Page 2 6/25/2017 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. All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) Well setbacks to meet chs. NR 811 & 812 Tank Installation to follow all manufacture's recommendations. SPS 383.54(I)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: I . The bottom of the tank is located more than 15 feet below the elevation where the servicing ad is located. 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing ad is located. Verify property line(s) prior to installation. Pump Floats to be set and verified era roved lan. Any changes may result in um resizina to meet TDH and GPM Specifications. Areas that are occupied with rock fragments, tree roots. stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available. trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. 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 left 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. FFee e Required $ 250.00 Sincerely, is Amount Will Be Invoiced. hen You R eceive That Invoice, ase Include a Copy With Your Tim Vander Leest Payment Submittal. Private Sewage Plan Reviewer, Division of Industry Services WISMART code: 7633 (920)492-2214, Monday - Friday 6 am To 3:30 pm tim.vanderleest,tUwisconsin.gov MARY JO HUPPERT Page 2 6/25/2017 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 • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the elevation where the servicin ad is located. 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing ad is located. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan Anv changes may result in pump resizing to meet TDH and GPM Specifications • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. 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 left 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, [Fee Required $ 250.00 his Amount Will Be Invoiced. hen You Receive That Invoice, Tim Vander Leest lease Include a Copy With Your Private Sewage Plan Reviewer, Division of Industry Services Payment Submittal. (920)492-2214, Monday - Friday 6 am To 3:30 pm WiSMART code: 7633 tiin.vanderleest@wiscoiisin.gov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: JEFFREY & NANCY HELLENDRUNG Owner's Name: (same) 6 Owner's Address: 1370 Oak Street Baldwin, WI 54002 Legal Description: NW 1/4 of the NW 1/4, Sec. 33, T29N, R16W Township: Baldwin County: St. Croix Subdivision Name: NA Lot Number: 1 Block Number: NA Parcel I.D. Number 002 -1083 - 90 -110 Plan Transaction No.: Page 1 Index and title Page 2 Data entry o,yy~e ~a ',r1~ Page 3 Mound drawings Page 4 Lateral and dose tank EF`) Page 5 System maintenance specifications IIPPT = Page 6 Management and contingency plan ' Page 7 Pump curve and specifications E. • ao ;RRIE z !-;t",' i-z Page 8 Plot plan s VYI $ Designer: Mary Jq Huppert License Number. 1859 - 007 Date: 05/30/17 Phone Number. 715 - 426 -1775 Signature: ~Al& Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01101), and both SSWMP Publication ~.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 7.0 (R. 03/2012) Page 1 of 8 V/ f~. Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fig (D) calculations assume a 300.001 Estimated Wastewater Flow (gpd) Table 3&3-44-ent for 3in~'t" SO'It"' 1.50; Peaking Factor (e.g. 1.5 = 150%) feral"' of 36 indies_ 450.00 Design Flow (gpd) 6.00 Site Slope 98.20 1, Contour Line Elevation (ft) 6.& Depth to Limiting Factor (in) mm 0.201 In-situ Soil Application Rate (gpd/f?) Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) = 4.50 Cell Width (ft) 1.00 ~ Dispersal Cell Design Loading Rate (gpd/fe) - „ e y 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point YT1ON in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) a Center or End Manifold 2.25 Lateral Spacing (ft) If N above, enter the elevation (ft ® 2 Number of Laterals of the highest point 0125= Orifice Diameter (in) w 4.00= Estimated Orifice Spacing (ft) = 9.00 ft2/orifice 200' Forcemain Diameter (in) 132 00 ~ Forcemain Length (ft) Does the forcemain drain back? l / 87.00 Pump Tank Elevation (ft) Enter Y or N [E~4 6. 50 System Head (ft) x 1.3 21.53 Forcemain Drainback (gal) .29 Vertical Lift (ft) 62.70 5x Void Volume (gal) 1.28 Friction Loss (ft) 84.23 Minimum Dose Volume (gal) 0.00 ; In-line Filter Loss (ft) 20.60 System Demand (gpm) 07 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75__ 1.25 x _ x._ 1.00 150 1.25 x x 2.00 x 1.50 x 3.00 2.00 x 3.00 x Gallonstinch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 100000 i Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser 2R4 _ j Manufacturer gaffin (enter result in cell B49) Dose Tank Information Effluent F_iiter Information 650.00 Dose Tank Capacity (gal) F PolyLok Filter Manufacturer 17.00 ~ Dose Tank Volume (gal/in) 122 Filter Model Number ;Weiser Manufacturer Project: JEFFREY & NANCY HELLENDRUNG Page 2 of 8 Mound Plan and Cross Section Views T 1/10 B : J - observation Pipe : Q - A T-- W B - l - . L Mound Component Dimensions Down slope toe extension made. ft K 13.22 ft A 4.50 ft E 33.24 in H [Aft B 100.00 ft F 9.25 in z ft L 126.44 ft D 30.00 in G 0.50 ft J ft W 32.09 450.00 (fe) Dispersal Cell Area 2250.00 (fe) Basal Area Available 4.50 (gpd/ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.47 (ft) _.rrr.- ~ H ,,rrrrrrrj;.'trrr, ,rte - G is/r/rprrr/r// IIIfli/r/I/iiI 102.20 (ft) Lateral 101.70 (ft)-al F nib cen Dispersal Cell Invert Elevation = D 99.20 (ft) Contour Elevation 6.0 % Site Slope Shading Key a Dispersal Ceti Geotextile See lateral Fabric Cover details on Fil EM Topsoil Cap o 1.5 ft Page 4 for number, size, 22 rr~ fr , ~ Subsoil Cap a o Q r. 1 and spacing of laterals. © ASTM C33 Sand T laterals are equally ® Tilled La • Yer c 0.5 ft Twical Lateral F spaced from the Q M Aggregate v o j 5 distribution cell's centerline in the - A - distribution cell (Ax8). Project: JEFFREY & NANCY HELLENDRUNG Page 3 of 8 End Connection Lateral Layout Diagram Laterals centered over the & • = Turn-up ndball valve or ciesnoutplug ,I P AN laterals are identical (E X--~ I Holes &Med on the bottom of the lateral S ewaft spaced Force main comlection via tee or cross to manifold at am ooa►t. Laterals &forcemain Sch 40 PVC per SPS Table 384.30-6 Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 4.10 ft Lateral Length (P) 98.40 ft Orifices per Lateral 25 Lateral Spacing (S) 225 ft Orifice Density 9.00 W/orifice Lateral Flow Rate 10.30 gpm Manifold Length 2.25 ft System Flow Rate 20.60 gpm Manifold Diameter 1.25 in Total Dynamic Head 22.07 ft Forcemain Velocity 2.10 ft/sec Dose Tank Information Locking cover with warning label and bolting device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC Disconnect 4 in_ min_ Tank component is property vented Alternate outlet location Forcemain diameter Weiser Manufacturer 2 Capacityl ' 650.00 Gallons Volume 17.00 gaUnch A Weep hole or anti- Dimension Inches Gallons B siphon device A 20.38 346.47 B 2.00 34.00 C Pump oft elevation (ft) C 4.95 84.23 87.91 D 1090' 185.30 D Total 38.24 650.00 Dose tank elevation (ft) Bedding under tank. 87.00 Alarm Manuafacturer SJE Rhombus _ Note_ Switches Alarm Model Number :'Tank Alert AB_ _ containing mercury M..~__.._ may not be used in Pump Manufacturer GOULD~ this system. Pump Model Number PE 41 Pump Must Deliver 20.60 gpm at 22.07 ft TDH Project: JEFFREY & NANCY HELLENDRUNG Page 4 of 8 Mound Svstem Maintenance and Operation Specifications Service Provider's Name Darrell's Septic Service Phone; 71_5-425_-1025 POWTS Regulator's Name St. Croix County Zoning _ Phone1 715-386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 fe Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 years Effluent Filter Should inspect and dean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 years Mound Inspect for pondmg and seepage once every 3 years. Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Tum-up Detail Finished Grade _ _ _ _ - 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box - - Plug or Ball Valve Distribution Lon Sweep 90 or Two 45 ree Bends Same Diame er as Lateral Project: JEFFREY & NANCY HELLENDRUNG Page 5 of 8 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01), SSWMP Publication 9.6 (01181), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting- No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 84nches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis- Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent fitter is installed within the tank it shall be inspected and serviced as necessary- Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mounds perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing- Influent quality into the mound system may not exceed 220 mg/L SOD, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation- The pressure distnbution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice dogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring- Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition- If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance- If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Jt:FFREy, AJANCy f_Ct ~NpQur~ Page 6 of 8 Eh ro. Wastewater. r~.r= METERS FEET 40 PE51 - - - - MODELS: PE31, PE41, PE51 HP: 33..40..50 35 10- 2 GPM - - 3 PE41 _ _ 1 FT - - - - = 25 PE31- - - z 20 A- 15 O 10 0 0 0 10 A 30 40 50 60 70 GPM 80 0 10 i 5 m3/h CAPACITY PERFORMANCE RATINGS PE31 PE41 PE51 Iota! Head Total Head Total (feet of water) GPM (feet of water) GPM (feet of wat) GPM 5 52 8 61 10 67 10 42 10 57 15 59 15 29 15 46 20 50 20 16 20 33 25 39 25 0 25 16 30 26 35 g page 8 of 8 G a. 2+4 ft. 40 ft. 6o a- Lot 1 c a r:, CL of Y~~ - E0, D1785' i . ~o ~95-q 19s, ~g ov%~~ ak W EL'" t9 8-2 $ 7 fc €rt5r 3. 39.2: LL !f, {.97-5 eta fG mod., ~ ~ ~/~r 9tF2 / , 97' L oil 99 Co, " e r 7 99, tQ4.5' ! SMI - Top of aft Pi Property One 900 - 99.2` System ins6efWon CD3ttc r B*C"q f -seiawn =Bench Mark ` 8' = 9Q0 Boring Location ovation Owner: Pliancy & Jeff Wetfendmg Site Information 9370 Oak Bit NW1/4, WWI/4,533, T29K R16W Baldwin, Uvi 54002 Town of SakWn SL Croix Cmnty~i~ Phone. 651-755-8791 S tD$W8 v ~Em H ~ l0 > G ,N.. g ~ m ~ U`1 Q ~ ~ O a T 3 L Vm V ~ 8 C a d Z-'~"+'_.~~r 6t m 0 U ~ 0 q U O C V 0 W O ~ ~ 9 N f N~mJ U gg~~~+ (p} ~y o iS ~ O 0 O l0 CC S f- `O N~ ^ a ;C; .~0 10 V $ m m co W O w u •Q F tJ N in O R' O VJ U K K ° : r1 W 10 C) to o = M $ ~ d T v . Am. V w •S y. ia- t # - t # Ll It, + et 3. i v " + _ ~W w fi:~ asy4 + JT S ~m ~wr a 4w ~ T .JX k ti (y C ~ ` Y 1 ~y a r 4'it ~ rk i; e`r t F R .a ~l e ' a S w z , ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer C ` ~c-h C~ sz i i c,y ~J .y ti'C~ - Mailing Address / ;70 61,v_ Property Addres Z z, 25 os C~ - (Verification required from Plannin & g Department for new construction.) (10e:, cx4,--, , t c. City/State j~ U2.r Parcel Identification Number LEGAL DESCRIPTION Property Location N " 1/4 , 1/a , sec. 33, T ZN Rj t, W, Town of Subdivision Lot 4 4 Certified Survey Map # , Volume , Page Warranty Deed # y / , Volume Page Spec house y"e no Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on nis form are true to the best of my/our knowledge. Uwe amlare the owner(s) of the property described above, by virtue of a w rranty deed recorded in Register of Deeds Office. Number of bedr o s SIG A OF LICANT(S) DATE ***An information that is misr*resented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (I2EV. 08/45) oil Q" E!§fa§8ga~Sp ~jP`p~~a~~4~4~`~~~ s~wor+aadruvr~is~t g' o d7BaenF~§ea4 ii493.a -n, 'l ~ - Imo- a 4 ~ ~ I It- ' - I I_ EA- (~y1I~/,.~s 1N1 `y'(~y~1``I .y1 m m ~ e Qi iAV YY35~s ¢4 ~R'. E95o F6 Y $ 301~I `EIvl EI~ ID~I `I NCJ `~1lEfH ' y n y9'F ~te3y7"i::°~ ~,g S'S~y$~'ag" m¢ t 4 m Q 7 ~'_S igYQa'ci"s;y% i €S 9~'gg zd a w w- 3 a a'pe3 $~y~„ 8 ~gxsP e(~g~g $3WOH 3:J(I1V'N919 331 Q -3 i2f le x~46d9' y~x2~4dM Fw 0 - m O n r, o. .o.. .os o o O is s fjt a W a U ~ ~ 'o .[e v3c~~.mu Y t _ V 0 O 060 __-_-_-11 11 171 11 r. V ~d S ?s oc O Z J U w III III i,l u V uixen m I I~ V 4 O m J LL mR Gom~ ~ P< z s o a a m _ 9N v ® V b v b o. os o. D V a 4' Mme- V 9 wean mx.a~ b~ 9C 90 V V v py ~ e ~i By~Rk.6~g~5~4~ i~till F 93WOH 3WIVWS337 i`ii a 4 ~d~~$~rAe~EY§P7CSi~ 4iilf ~3~3CCt ~ I I i 1 ~ - tA - ~ ~ slit , j - - r s : "7 - ± T4 i f Z' i I {M I .x rg - • 9 76 6 i I I I, I ~ g~a vl 1 al II I P~ i II II II y, All I'~II lQ~, tl~ li' I AI it I I i VIII I ~ ~ ~I I I I I ~ I I I I ~ 'I ---'~--t i • - .a. r DIVISION OF INDUSTRY SERVICES ~Rr~ ti - 10541 N RANCH RD HAYWARD WI 54843-6462 Contact Through Relay 4 i D $ ~I http://dsps.wi.gov/programs/industry-services , www.wisconsin.gov ~~Ro Sties Scott Walker, Governor \s~o~Dave Ross, Secretary April 22, 2016 CUST ID No. 46672 ATTN.• POWTS Building Inspector MARK W IVERSON ZONING OFFICE EVERGREEN IRRIGATION INC ST CROIX COUNTY SPIA PO BOX 155 1101 CARMICHAEL RD HAMMOND WI 54015-0155 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/22/2018 Identification Numbers Transaction ID No. 2697371 SITE: Site ID No. 823173 Jeff and Nancy Hellendrung Please refer to both identification numbers, 2323 Rose Ln above, in all correspondence with the agenc . Town of Baldwin St Croix . County NW1/4, NW1/4, S33, T29N, R16W FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1597049 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 plumbing and those listed below under Also Submit; may also be required. The following conditions shall be met: F. C Approval is hereby granted to use a limiting depth to zone of saturation of 10 inches, as determined in the C0II a • Interpretive Determination Report by Mark Iverson, CST, dated March 28, 2016. The CST's report was'. submitted in accordance with section SPS 385.60(2), Wis. Adm. Code. All soil absorption components shall be P I in accordance with chapter SPS 383, Wis. Adm. Code. DEPARTMEI • Soil permeability could be impaired by compaction in the tested area; therefore, the proposed system area must < - be protected from compaction prior to system installation; it is very important that site preparation and plowing be performed when the soil is sufficiently dry. S CORF • This approval is limited to the tested area described by Mark Iverson, CST, as part of this referenced Interpretive Report. This report may not be applied to any other portion of the subject parcel or to other parcels. Reminders The decision on the Interpretive Determination Report does not have an expiration date. A full size 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. Page 2 4/22/2016 N[.4RK V1' iVERSOl Fee Required $ 240.00 SincerelFee Received $ 240.00 Balance Due $ 0.00 Edwin A Taylor WiSMART code: 7633 Wastewater Specialist , Division of Industry Services (715)6.34-3484, Monday - Friday 8:00 am To 4:30 pm e dwin. taylor @wis c ons in. go v cc: Evergreen Irrigation Inc ti. INTERPRETIVE DETERMINATION REPORT Property Owner: Jeff & Nancy Hellendrun-~ 1370 Oak Street Bald yin. W1 54002 Site Location: -\W of the VV Sec.Town 29N_ Mange 16\V Town of Baldwin St. Croix County Prepared b`-: RC W. i ( 9 _~~y HAMMOND, son, PSS #197, CST #46672 11011(iilY March 28, 2016 ~a } Date of CW~It. E ND 6W DI y s Evergreen Irrigation Inc. -Mark iycrson. Professional Soil Scientist P.O. Box 155 ' Hammond. WI 54015 Phone: 715-684-9125 evc'(rree3iirri;ic u;'~ TABLE OF CONTENTS 1. Introduction 1 II. Project Information 1 111. Method I IV. Discussion of Results 2 A. Local Hydrology 2 B. Geomorphology 2 C. Soil Disturbance and Hydraulic Modifications 2 D. Landscape Position and Local Topography 3 E. Soil Series and Mapping Units 3 F. Wetland Inventory Map 4 G. Field Observations H. Comparative Analysis 1. Government Reports and Comments S V. Conclusions and Recommendations 6 VI. References ...............................................................................................................7 TABLES Table 1 - Soil Series Characteristics Table 2 - Hydric Soil Classification FIGURES Figure 1 - USGS Topographic Map Figure 2 - Soil Map APPENDICES Appendix A - Soil Evaluation Report Appendix B - Wetland Indicator Map L INTRODUCTION On March 28, 2016 Mark Iverson, Professional Soil Scientist #197 and Certified Soil Tester 946672, completed an interpretive onsite soils evaluation. An interpretive evaluation is required because the site does not meet the requirements to install a new private on-site waste treatment system (POWTS) through completion of a conventional onsite soils evaluation (<A+4 inches of acceptable soil must be present). The onsite evaluation was completed through the observation of the soil profiles at five test pit locations. This report has been prepared to present the results of an interpretive onsite soils evaluation. The evaluation was completed at the request of the client, Jeff & Nancy Hellendrung. The property is located at 2323 Rose Lane in the Township of Baldwin, St. Croix County, Wisconsin. II. PROJECT INFORMATION The following is site-specific background information: Property Owner: Jeff & Nancy Hellendrung 1370 Oak Street Baldwin, WI 54002 Site Location: NW 1/4 of the NW `/4, Sec. 33, Town 29N, Range 16W Parcel ID # New Town of Baldwin St. Croix County Historic Land Use: Crop land Current Land Use: Crop land Vegetation: The vegetation was dormant at the time of the assessment. The vegetation observed within the tested area consists of miscellaneous grasses. III. METHOD This interpretive evaluation and report was completed following the guidelines set forth in Comm 85.60(2) of the Wisconsin Administrative Code and in the summary provided by Leroy Jansky titled, "Preparing the Interpretive Determination Report" (March 13, 2002). t IV. DISCUSSION OF RESULTS A. Local Hydrology 1. Surface Water Drainage Patterns - Since the proposed site is situated on the shoulder of a nose slope, minimal surface water drainage is received on the tested area. There is surface water drainage east of B-1 as shown on the attached map. The slope within the proposed system area is approximately 4 to 6%. 2. Subsurface Water Drainage - The silt loam texture and lack of compaction within the surface horizon offers good infiltration and lateral movement of precipitation received on site. No platy structure was observed in the test pits which also helps lateral movment. Saturated soil was observed at 15 to 34 inches below surface in the tested area. The saturated soil was shallowest at B-1. The soil was saturated to the surface within the drainage area shown on the map. 3. Artificial Drainage Devices - No artificial drainage devices were observed during the completion of the evaluation. 4. Contributing Drainage Area - The proposed system area is located on the shoulder of a nose slope of the hill slope profile. The summit of the profile is located approximately 100 to 200 feet southwest of the proposed installation contour. There is contributing drainage area up slope of the tested area. A surface water diversion ditch will need to be constructed to limit the effects of potential surface water received from upslope and subsurface water from the drainage area east of B-1 5. Soil Saturation - Saturated soil was observed at 15 to 34" below surface in the tested area. The saturation was likely near its highest elevation due to the spring snow melt and recent rain. 6. Surface Water Elevations - Surface water within the immediate vicinity of the site, if present, has been identified on Figure 1. B. Geomorphology 1. Parent Material - The parent material is loess over glacial outwash/till. 2. Landform Type - Ground moraines. C. Soil Disturbance and Hydraulic Modifications The proposed system location is in a farm field. No hydraulic modifications, such as drain the or ditches, were observed at the time of the assessment. No additional surface water is received from impervious surfaces upslope. 2 D. Landscape Position and Local Topography The regional topography is shown on figure 1. The ground surface elevation is approximately 1230 feet mean sea level (msl). The topography within the proposed system area is shown on the site map included in Appendix A. The proposed system elevation is 99.2 feet (site specific elevation). The shape of the slope within the proposed system area is linear (perpendicular to the contour) and convex (parallel to the contour). FIGURE 1- USGS TOPOGRAPHIC MAP 1241) ~A NE- ~ „4 t NN - NW n, 1 a~l roposed stem a 2323 Rose Lane E. Soil Series and Mapping Units The Natural Resources Conservation Service Web Soil Survey maps the soils on the property as Amery loam (AmB), Magnor silt loam (MaB), and Santiago silt loam (SaB). The location of each soil type is identified on Figure 2. The primary soil characteristics as described in the series descriptions are identified on the Table 1 and the hydric soil classifications are listed in Table 2. TABLE 1- SOIL SERIES CHARACTERISTICS Texture Parent Material Perm ability Soil A E or B Surface Subsurf. Surface Subsurf. Drainage Series Horizon Horizon Class Am SL SL Till Till M MS W Ma SIL SIL Loess Till M MS to S SP Sa SIL SIL/SL Loess Till M S to MS W Abbreviations Permeability IM = Impermeable MS = Moderately Slow RA = Rapid VS = Very Slow M = Moderate VR = Very Rapid S = Slow MR = Moderately Rapid 3 Drainage Class VP = Very Poorly W = Well P = Poorly SE = Somewhat Excessively SP = Somewhat Poorly E = Excessively MW = Moderately Well TABLE 2 - HYDRIC SOIL CLASSIFICATION NRCS - USDA Soil Series Component Inclusions USACOE Am No None No Ma No Adolph No Sa No None No USACOE = US Army Corps of Engineers FIGURE 2 - SOIL MAP RaE Proposed 2323 lease Labe System Area F. Wetland Inventory Map The Wisconsin Department of Natural Resources surface water viewer was reviewed to identify wetlands mapped on the property. The wetland indicators map is included as Attachment 2. Magnor soil, which is present on most of the property, is a wetland indicator soil. This means that wetlands could be present in this soil series. The proposed system area is in the Santiago series, which is not a wetland indicator soil series. 4 G. Field Observations The soil present within the proposed system area is very similar to the description of the mapped soil unit Santiago, identified on the Natural Resources Conservation Service Web Soil Survey. The A horizon extends 10 to 13 inches below surface within the proposed system area (Borings 1, 2, and 4). Fine to medium granular and blocky structure is dominant in the surface horizon (A). Weak to moderate, medium, blocky, silt loams, sandy loams, and silty clay loams comprise the B horizon. The C horizon is composed of massive loamy sand and sandy loam or single grained sand. The soil profile descriptions were complete 40 to 60 inches below surface. Moderate structural grade was present from the surface to 15 to 24 inches below surface. This will allow for lateral and horizontal movement of the treated water water through the soil profile and away from the proposed system. The soil on site does not meet the hydric soil criteria. The lack of hydric soils indicates that the soil is likely not saturated for greater than 5% of the growing season (approximately 7 consecutive days). A dominance of hydrophytic vegetation was not observed within the proposed system area. The lack of these features does not preclude the possibility that the soil is saturated for a prolonged period of time prior to or on occasion during the growing season. H. Comparative Analysis Soil borings (B-l, B-2, and B-4) were completed within the proposed system area. Two additional borings were completed, one upslope (B-3) and one down slope (B-5) of the proposed system area. The texture and structure of boring 3 (completed up slope) was similar to that of the borings completed in the proposed system area. However the depth to redox features was significantly deeper. Additional hand borings were completed to determine if there was sufficient area to install a mound system without completing and interpretive determination report. In the end there was not sufficient area to install a conventional mound system on the property. The down slope boring, B-5, had more prominent mottling directly beneath the surface horizon. It also had a prominence of low chroma colors in the mottling beneath the surface horizon and low chroma colors were the dominant color at 13" below surface. L Government Reports and Comments No other government reports have been observed for this property. 5 V. Conclusions and Recommendations Seasonal saturation appears to be limited to greater than 10 inches below surface within the proposed system area, the majority of the time. The lack of soil dominated by low chroma colors within the proposed system area indicates that the redoximorphic features observed higher in the soil profile are not due to a high water table or perching conditions. The cause of the redox features observed in the test pits is most likely attributed to short-term seasonal saturation due to slow permeability of the dense glacial subsoils. The site is suitable for installation of a POWTS (mound system) for the following reasons: 1.) Redoximorphic features were not observed in the upper 10 inches of soil within the proposed system area. 2.) Neither hydric soils nor a dominance of hydrophytic vegetation are present within the proposed system area. 3.) The slope at the proposed system location is 4 to 8%. The slope is uniform with no dips or valleys at the proposed system location. 4.) The lack of soil dominated by low chroma colors indicates that the redoximorphic features observed at depth are due to temporary seasonal saturation and not from a permanently high water table or perching condition. The following recommendations should be considered during installation of the proposed system: 1. The system should be installed on the 99.2' contour to stay within the tested area. 2. Sand fill shall consist of 2.5' of material meeting ASTM C-33 specifications. 3. Tillage must be completed with a chisel plow to a minimum depth of 12 inches below native ground surface during dry conditions after placing 3 to 4 inches ASTM C-33 soil over the infiltration surface. 4. The basal loading rate shall not exceed 0.2 GPD/ft2. 5. The system shall be designed to have a linear loading rate of 4.5 GPD/ft or less. 6. The system will follow the contour (99.2') and be slightly convex. 7. The area upslope of the mound near must be altered to limit the influence of surface water received from upslope. 8. The area south and east of B-1 must be altered to limit the effects of subsurface water flow from the south toward the proposed system area. The final approval of this site must be made by the Wisconsin Department of Commerce and the St. Croix County Zoning Department. This report represents the observations and professional opinion of Mark Iverson, Professional Soil Scientist (#197) and Certified Soil Tester (#46672). 6 VI. REFERENCES 1.) Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey. Available online at http://websoilsurvey.nres.usda.gov/ accessed [12/18/07]. 2.) State of Wisconsin. Department of Commerce Code, Chapters 83 and 85. 3.) US Department of Agriculture, Natural Resources Conservation Service. 1996. Field Indicators of Hydric Soils in the United States. G. W Hurt, Whited, P.M., and Pringle, R.F. (eds,). USDA, NRCS, Fort Worth, TX. 4.) Schoeneberger, P.J., Wysocki, D.A., Benham, E.C., and Broderson, W.D. (editors), 2002. Field book for describing and sampling soils, Version 2.0. Natural Resources Conservation Service, National Soil Survey Center, Lincoln, NE. 5.) St. Croix County. St. Croix County Land Information System. !)-/,/'-72.2 l _2')0.178/w eh etc /l ati~ --lx-i t<ii _liti 6.) United States. United States Department of Agriculture - Natural Resources Conservation Service. Hydric Soil List for St. Croix County, Wisconsin. Op, Ftlr str1~'~;,,1;(7~t-,l011Jillr 7.) United States. Us Army Corps of Engineers. 1987. Corp of Engineer Wetland Delineation Manual, Technical Report Y-87-1. USAEWES Environmental Laboratory, Vicksburg, MS. 8.) Wisconsin Department of Natural Resources. Wisconsin Department of Natural Resources - Surface Water Viewer. Wetland Maps. 7 APPENDIX A SOIL EVALUATION REPORT s