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HomeMy WebLinkAbout038-1221-16-000 (2) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 597388 GENERAL INFORMATION State Plan ID No 2952288 Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] Permit Holder's Name City Village Township Parcel Tax No: 1 RENTAL BEASTS LLC TOWN OF STAR PRAIRIE 038-1221-16-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 31.31.18.1216 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER • CAPACITY STATION BS HI FS ELEV. 16.6 Septic q-6 enchmark L, -7 G IC~~vD 0c) e C/ Dosing cap -7 Alt. BM Aeration Idg. Sewer , Holding St/Ht inlet t~ a TANK SETBACK INFORMATION _ Suy~..putlet n! TANK TO P/L WELL jBLD G. Vent to Air Intake ROAD Dt I~let.,w . 10"W-40 - Septic ~~001 K/ 1Dt Bottom O1 v , Dosing Header/Man. 5.43 IDS,' l d Aeratio - Dist. Pipe /1(. Holdin Bot. System 35 • Final Grade ) 1~ f• PUMP/SIPHON INFORMATION L ` Manufacturer Demand St Cov GPM _~etkw C-,'14 I,/ Model Number 1?91 3-7.6 TDH Liftpn•~ Friction Los System Head TY~ •Lf~ Ft / q o Forcemain Length O~ Dia. Lit Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Wdth T_7Lenith No. Of Trenches PIT D114ENSIONS No Of Pits Inside Dia. Liquid Depth DIMENSIONS 1 pal SETBACK SYSTEM TO lJ P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR j Type Sya4em: UNIT Model Number: DISTRIBUTION SYSTEM Header/ nifold Distrib it n L x Hole Size x Hole gScing Ve to Air Intake Pipe(s) ~ 0 jn Length Dia Lengthw Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center / BedlTrench Edges / Topsoil / _ - 2--yes No I Yes COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 1851 90TH ST 604, V'_1 = 1.) Alt BM Description 2.) Bldg sewer length = p I t -amount of cover= Plan revision Required? i] Yes` No II 7 I ~ ~ - 1901 ~ ~ / Use other side for additional information. SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. 1 County E~~t~/ t~ St. C ix sA - c, Llknd S is ivision as ing on Ave Sanitary Permit Number (to be filled in by Co.) ,,.......r JUN 2 6 2017 j P_o BoX Madison, WI 53707-7162 p -7 CROV COUNTY 0, ( / O Q dIIIL r rrn t Application 2952288nsactionNumber 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 forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary Project Address (if different than mailing address) purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. 1851 90' Street 1. Application Information - Please Print All Information Property Owner's NAme Parcel -1# Burt Wilson 038- 0381221-16, 000 Property Owner's Mailing Address Property Location J , y P.O. Box 32 Govt. Lot City, State Zip Code Phone Number SE 1/4, SE 1/4, Section 31 New Richmond, WI 54017 (circle one) T31 N R18EorW II. Type of Building (check all that apply) ® I or 2 Family Dwelling - Number of Bedrooms 16 Subdivision Name Prairie Pond Breaks V/ ❑ Public/Commercial - Describe Use ~K Block # El City of ❑ State Owned -Describe Use ❑ Village of CSM Number ®Town of Star Prairie 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ® New System ❑ Replacement System ❑ Treatment/ Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System/Component/Device: (Check all that apply) 4.4- ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ® At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain),- ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Applic on Dispersal Area Requi d (st) Dispersal Area Pr osed (sf) System Elevatio 450 Rate(gpdst) 750 750 99.50' 0.6 VI. Tank Info Capacity in U Gallons Total # of Man facturer U Gallons Units P& o~ o New Tanks Existing Tanks a U ~ v C7 a t-JIL, -1 Septic or Holding Tank 1000 1000 1 Wieser Concrete ® 1:1 El El El Dosing Chamber 650 650 I Wieser Concrete ® ❑ ❑ ❑ ❑ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plum (ief s,^Sig ure MP/MPRS Number Business Phone Number John Schmitt 223760 715-760-0486 Plumber's Address (Street, City, State, Zip Code) 616 1501h Ave. Somerset, WI 54025 VIII. n /De artment Use Only._ Approve Permit FFeee~ Date ssuueed Issuing nt Signatur Given Reason for enial $ 1r+ W ' C~ Z-1 ~7 E] ~ IX. Condit oetto RFgve* sMIL*fq{I'iDisapproval -3) 60W uispero:s, cell must all be sr ri,, nt,- J w` , as per nor.3gement plan (10 /iae m by ~lumbe 2. 71 t k regWrments rrnrst Le 1.r t, PQ,T1/1Ar,~' , as Per hpFkelbis C46., / , rd.nanr e . r Attach to complete plans for the system and sot t to t~ounty only on paper not less than 8 112 x I 1 inch in size SBD-6398 (R03/14) U i . g 7 PLOT PLAN N Project Name: Wilson 3 Bedroom At-Grade Legal Description: SE1/4, NE114, S31, T31N, R18W P.I.D: 038-1221-16-000 Subdivision Name: Prairie Pond Breaks Lot 16 SCALE: V=60' Township: Star Prairie Parcel Size: 1.850 Acres County: St. Croix Contour Line Elevation: 99.50' Cell Dimensions: 9.5 X 100' 4 inch Sch 40 -ASTM D2665 Lateral invert Elevation 100.00' At-Grade Dimensions: 110'x19.50' 2 inch Sch 40 -ASTM D1785 Slope 6 1112 Sch 40 -ASTM D1785 BM1 Elevation: 100.00' To of 2" PVC pipe A BM2 Elevation: 100.61' Top of 2" PVC pipe ■ Backhoe Pits: [tic, T....L. Anon 11on Se pti, TFn4 ur/ PnlyIrk 535 effluent filter oepi~ i ann. Iv v aa v.. Dose Tank: 650 gallon Dose Tank r L i _12 J~ 2113 (f /t / ,ij p;5r / tr \ 1 COO P ZNV Page 11 i =i ~u7+i DIVISION OF INDUSTRY SERVICES t i F!\ 3824 CREEKSIDE LN HOLMEN WI 54636-9466 Contact Through Relay http://dsps.wi.gov/programs/industry-services www.wisconsin.gov NssroN Scott Walker, Governor Laura Guti6rrez, Secretary June 14, 2017 CUST 1D No. 223760 ATTN: POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025-6920 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/14/2019 SITE: Identification Numbers Burt Wilson Transaction ID No. 2952288 1851 90TH St Site ID No. 838635 Town of Star Prairie Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. SE1/4, NEI/4, S31, T3 IN, R18W FOR: Description: Three Bedroom At-grade System \ Sloping site Object Type: POWTS Component Manual Regulated Object ID No.: 1709160 Maintenance required; 450 GPD Flow rate; 46 in Soil minimum depth to limiting factor from original grade System(s): At-grade Component Manual, Version 2.0, SBD-10854-P (N.03/07, R. 1/12), 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 CONDn requirements. AP PI No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, DEPT OF stats. PROFESSIO' The following conditions shall be met during construction or installation and prior to occupancy or use: DIVISION OF IN[ Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made th SEE COUP the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • 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. JOHN F SCHMITT Pace 2 6/14/2017 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. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(l). • 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. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 This Amount Will Be Invoiced. Perard M Swnn When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jerry.swim@wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm I a J JOHN F SCHMITT Page 2 6114/2017 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. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. 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. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 T This Amount Will Be Invoiced. erard M Swan When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jerry.swim@wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm RESIDENTIAL AT- GRADE DESIGN INDEX AND TITLE PAGE Project Name: Wilson 3 Bedroom At- Grade Owners Name: Burt Wilson Owner's Address P.O. Box 32 New Richmond,Wl 54017 Legal Description: SE1/4, NE1/4, S31, T31N, R18W Township Star Prairie County: St. Croix Subdivision Name: Prairie Pond Breaks Lot Number: 16 Block Number Parcel I.D. Number 038-1221-16-000 Plan Transaction No. 'IONALLY ROVED Page 1 Index and title SAFETY AND Page 2 Calculations 'SAL SERVICES Page 3 At-Grade Drawings Page 4 Lateral and dose tank JUSTRY SER1i` C:E%S Page 5 Specifications Page 6 Management and contingency plan Page 7 Septic and Dose tank specifications Page 8 Effluent filter information CE Page 9 & 10 Pump specifications and curve Page 11 Plot plan Page 12 Septic tank maintenance agreement Page 13 Warranty deed Page 14 CSM Attachment Soil evaluation report Designer: John Schmitt License Number: 223760 DE1927-7 Date: 5/24/2017 Phone Number: 715-760-0486 f Signature: tt-('Designed Pursuant to the rade Component Manual for POWTS Version 2.0 SBD-10854-P (N. 03/07) and both SSWMP Publication 9.6 Design of pressure Distribution Networks for ST-SAS (10/81) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01101) page 1 Version 7.0 ( 11/2012) PRESSURIZED AT-GRADE DESIGN At -±1radc' I"pesitp lpjork!. Ileet w Sloping Site Flows and Site Data Entry. (r ar c) r Residential or commercial? 300.0 Estimated wastewater flow (gpd) 450.0 Design wastewater flow (gpd) 6.00 % Site slope 99.50 Contour elev. below lateral (ft) 46.00 Depth to limiting factor (in) 0.60 In-situ soil application rate (gpd/ft^2) Distribution Cell Information (I 1 Influent wastewater quality 4.50 Linear loading rate gpd/ft 7.50 Effective absorption width (ft) 7.50 Max. effective width permitted (ft) 100.00 Aggregate length (ft) Pressure Distribution Data Entry Or c` Center or end lateral connection Number of laterals 0.188 Orifice diameter (in) e.g. 0.25 2.00 Estimated orifice spacing (ft) 2.00 Forcemain diameter (in) 3.37 Forcemain flow velocity (ft/sec) 30.00 Forcemain length (ft) Y Or 11 y Does forcemain drain back? 89.00 Pump tank elevation (ft) y o" n ' y Are laterals at highest point? 3.25 System head (ft) x 1.3 NA 4.9 Forcemain drainback (gal) (g~ 10.00 Vertical lift (ft) 45.0 5x Lateral void volume (gal) 0.6 Friction loss (ft) 30 0. 0 In-line Filter Loss (ft) 49.9 Minimum dose volume (gal) 13.94 Total dynamic head (ft) 33.0 System demand (gpm) Lateral Diameter Selection Gallonslinch Calculator Total Tank Capacity (gal) Pipe diameter Desis" oPeo"5 mss" ;Total Working Liquid Depth (in) r 'ust t select 1'" =Gal/in (enter result in cell G46) 1.25 in ne later c 1.5 in x X ' Treatment Tank Information l'i 7f 1 <<: s E2 in x 3 in x 1000 Septic tank capacity (gal) Wieser Concrete Manufacturer Effluent Filter Information Dose Tank Information POLYLOK Filter manufacturer 650.0 Dose tank capacity (al/n 525 Filter model number 17.0 Dose tank volume (g ) .Wieser Concrete Manufacturer Project: Wilson 3 Bedroom At-Grade Page 2 Transaction Number: AT-GRADE PLAN VIEW D _t q 7.50 ft 1/6 B Observation pipes (2 typical) D g 100.00 ft j 1/6 B 16.67 ft T T C 9.50 ft W C D 5.00 ft E 2.00 ft L 110.00 ft D B W 19.50 ft A x B 750.00 ft^2 L - T Cap Typical obs. pipe. = Total aggregate cell A x B Slotted in in the lower 6", and anchored securely. =Plowed area L x W 6" AT-GRADE CROSS SECTION Synthetic fabric cover 101.29 ft Finished grade elevation Lateral invert elev. 100.00 ft Observation pipe f> ff / at aggregate toe E _ 6 % Slope Surface contour 99.50 ft C A and system D elevation f. = 12 in, topsoil and subsoil Plowed layer over aggregate and tapered to toes. below L x W = 6 in. aggregate below pipe(s), and 2 in. above pipe. Project: Wilson 3 Bedroom At-Grade Page 3 Transaction Number: i PRESSURE DISTRIBUTION AND DOSE TANK Lateral Diagram - Center Connection ( P { ,E- X--~iExf2 I xf23I laterals & force main of PVC Sch 40 p?r SPS Table 384 30.5 Last hole dolled next to end cap Holes dulled on t he bottom of the lateral, • a Turn-upwfb311valvaaralaanoutplug ' eQvllppated Lateral Specifications 0.188 Orifice diameter (in) Center Lateral connection point X 2.00 Orifice spacing (ft) 2 Number laterals p 49.00 Lateral length (ft) 25 Orifices/lateral 16.5 Lat. discharge rate (gpm) 750 Lateral diameter (in) 2.00 Forcemain diameter (in) 33.0 Sys. discharge rate (gpm) 30.00 Forcemain Length (ft) 13.94 TDH (ft) Typical Pump Chamber Layout Approved manhole cover with warning label and locking device Weather-proof junction box 4.. Final grade disconnect Tank component is Alternate V--_ outlet properly vented location 18" min. Electrical as per NEC 300 and I~ Approved SPS 316.300 WAC outlet Tank full joint Inches Gallons JA Provide 1/4" C weep hole or A 21.3 362.1 Alarm on antisiphon B 2.0 34.0 B device. Pump on I £ C 2.9 49.9 C bJ o D' 12.0 204.0 90.00 ft Totals 38.2 650.0 pump off D 89.00 ft 3" Bedding under tank Zoeller Pump manufacturer SJE Rhombus Alarm manufacturer 98 Pump model number 1036378 Alarm model number Project: Wilson 3 Bedroom At-Grade Page 4 Transaction Number: At grade System Maintenance and Operation Specifications Service Provider's Name John Schmitt _ Phone 715-760-0486 POWTS Regulator's Name St. Croix County Phone' 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 mglL Soil Absorption Component Size 750.0 ft2 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 ears Effluent Filter Inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ponding 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 at-grade 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 at-grade structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. 6. Areas within 15 feet of the downslope toe will be protected from compaction. 7. All other construction details are as per the at-grade component manual SBD-10854-P (N. 03/07). Lateral Turn-up Detail Finished Grade v1 Threaded Cleanout 6-8" Diameter Lawn Plug or Ball Valve Sprinkler Valve Box Distribution Long Sweep 90 or Two 100.00 ft 01 45 Degree Bends Same Diameter as Lateral Project: Wilson 3 Bedroom At-Grade Page 5 Transaction Number: At-grade System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-384 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SBD-10854-P (N. 03/07, R. 01/12), SSWMP Pub. 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706 (N. 01/01, R. 10/12)] 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 8-inches 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 1 /3 the liquid volume o 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 filter is installed within the tank it shall be inspected and serviced as necessary. At grade and Pressure Distribution System No trees or shrubs should be planted on the at-grade. Plantings may be made around the at-grade's perimeter, and the at-grade 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 at-grade 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 at- grade be heavily mulched as protection from freezing. Influent quality into the at-grade system may not exceed 220 mg/L BOD5 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 distribution 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 clogging 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, an any levels above 4 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 at-grade component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be absep ion and replaced in its' present location by increasing basal area if toe leakage occurs or by renovating the biologically clogged P dispersal media, installing new piping, and replacing other 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. Page 6 Project: Wilson 3 Bedroom At-Grade Transaction Number: M-ass/ODUM :3-11A 9~b8-5Z~-008 Z \ :8nOd-1SOd 31V0 00/00/00 :31V3 OSLtiS IM NOOa N3OIVW OL lMH Sn 9LL£M ivnNbW OI1d3S •n3a w o :anOd-38d „O-j=jr L :31VOS dOM *AG NMVaa 31315003 13531M 0-059/000W-M w \ W w J ~ H Q LLJ `n O m O ~ a U (A a L) J w 55 0~ V) CL U~ to w w N Q o O a am WO d m m~ °w V) U wH w a F- 7 J U Z p Z [L' Z En o°m ori% z a w~ Z 3 O C a F- Z Z \ m U O a io ~ W OWQ wJ0 JJ < F m O U ¢ a o Q Od N mtn JWW UO O W Z 0ff5 Y 4 a O U p 0 D a s Q q LA- a (1) M Op a Vj fn = w Q -NO M'M W I Qw~ O Q CUB O CO LL a \R O d oar V) m ~ lil to Co F tN 4k Z \U e N'-tp01W=WJW~ Qa ~ F< Lj W U ZZ Q~ W Mx ~ J>~ I UZ(n Z O to F N~ ~N O0- Jug a~pz~'_ O'~ x v wUw 0w °w0 Q ..OH j. OQW oz 0 w d w m F to 0 N XX 2O V- z ~i 0~==l~9~0~~ DUN O0F Q O Z 0- w o:: n- zozoW2 ¢d< QUO U 0 <(n ~2 Ot+ z z30~Um2J*mJ3 D Q Y ~wY O w w Z a z >Z U p = OJ ~ OF- J Q W to I Q t- v a D w _ s-{-~ - - ww Y - Y~' III - I • w I~ I~ I I of ,II I~ I I U 1 I I I -3 ~ II I W o~ 0 e~ ° W W wQ jI f 0 W l Q w I I h U z Q r~ w z w Z u~b w w oo3a a sd z H Page 7 t'atronsin P;it . Zabel' u siewater Pr.. . t A Divi7,inn d P010( kc. The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. w=~ Alarm Switch Rated for 10,000 GPD (gallons per day). 10~(~Q GPD (Optional) Alarm Switch 525 linear feet of 1 /16" filtration. Accepts 1" PVC Accepts 4" and 6" SCHD 40 pipe. Extension Handle Built in gas deflector. Automatic shut-off ball when filter is removed. Rated for Alarm accessibility. - ` 10,000 GPD Accepts PVC extension handle., ; 525 Linear Ft. Ideal for residential and commercial waste flows up to of 1/16" 10,000 gallons per day (GPD). Filtration slots 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. Accepts 4" & 6" c=4> 3. Glue the filter housing to the 4" or 6" outlet pipe. If SCHD 40 pipe the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. Certified to NSFlANSi Standard 5. Replace and secure the septic tank cover. y_ The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter Gas Deflector needs servicing. Servicing should be done by a certified Automatic septic tank pumper or installer. Shut-Off Ball 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL. 525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all a~► solids fall back into septic tank. " 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. Polylok, Zabel & Best filters accept Easily installs into existing tanks. the SmartFilter® switch and alarm. 7. Replace and secure septic tank cover. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com Page 8 _ SECTION: 2.20.035 FMO973 QVi1L1TY AUMPS FINC£ 0312 Supersedes product information presented 0310 e reflects conditions at time / publication. Consult factory VlSlt our Web site: discrepancies or MAIL 70: P.O. 80X 16347 • Louisville, KY 40256-0347 onsistencies. SNIP T0: 3649 Cane Run Road • Louisville, KY 40211-1961 www.zoeiter.com (502) 778-2731. 1(800) 928-PUMP • FAX (502) 774-3624 98 Cast Iron Series Non-clogging engineered plastic vortex impeller design Corrosion resistant powder coated epoxy finish (FOR PUMP PREFIX IDENTIFICATION SEE NEWS 8 VIEWS 0052) Durable cast construction. Cast switch FOR SEPTIC TANK case, motor, pump housing and base. No LOW PRESSURE PIPE (LPP) sheet metal parts to rust or corrode. AND ENHANCED FLOW STEP SYSTEMS Castings -All cast iron class 25-30 25000# tensile strength Stainless steel screws, guard, handle, arm and seal assembly SUBMERSIBLE 11/2' NPT DISCHARGE Float operated submersible (NEMA 6) 2-pole mechanical switch Motor - Permanent split capacitor, 60 Hz, 1725 RPM, oil-filled, hermetically sealed, o automatic reset thermal overload protection Tested to UL Stw-10rd MM cip 0 - _ - ` ` Bearings -Upper & lower oil fed cast iron ana ce,eMd m can 8t.Wwd C272 No. 108 Carbon and ceramic shaft seal Entire unit pressure tested after assembly. Watertight neoprene ring between Automatic or Nonautomatic motor and pump housing '/2 HP, 1 Ph.,115V or 230V ' Maximum temperature for effluent or Available with Piggyback dewatering 130°F - 54eC Variable Level Float Switch. Passes 1/2 inch spherical solids No screens to clog Standard cord length 15 ft. (UL Listed).. 1'/2" NPT Discharge (1'/2" X 2" PVC Adapter included with BN & BE Models) On point - 9'/a' I~ Off point - 3" Major width - 10 'A" Height - 12" POWDER A COATED u-.L,Ta CkV. Leads s~m i t r, TOD6M" E AVAILi4BU CKA- Ali~ Note: The sizing of effluent systems normally requires rj variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. © Copyright 2012 Zoeller Co. All rights reserved. Page 9 CD TOTAL DYNAMIC HEAD/FLOW W W PER MINUTE UJ U. PUMP PERFORMANCE CURVE elk MODEL 98 EFFLUENT AND DEWATERING - 37/8 ' MODEL 98 ~ 25 T Feet Meters Gal. Liters 3718 5 1.5 72 273 l- 1 6 20 10 3.0 61 231 = 4.6 45 170 ~ 15 20 7.1 25 95 i - 15 but off Head: 23 ft.(7Am) i aX S r 4 p I I -j 009971 10 R 2 5 ~ i 121116 0 i 10 20 30 40 50 60 70 80 i GALLONS 421)32 LITERS 0 80 160 240 i FLOW PER MINUTE SK7102 Electrical alternators, for duplex systems, are available and Variable level float switches are available for controlling single supplied with an alarm and three phase systems Mechanical alternators, for duplex systems, are available Double piggyback variable level float switches are available for with or without alarm switches variable level long cycle controls Refer to FM1922 and FM0806 for temperatures above 130°F Control selection e Amps Simplex Duplex o 9.4 1 4 NN04fM4 9.4 2 or 3 4 "Easy assembly" o 4.7 1 4 (pump 8 discharge pipe 4.7 2 or 3 4 not included.) 1. Integral float operated mechanical switch, no external control required. 2. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. See FM 1228 for correct model of simplex control panel. 4. See FM0712 for correct model of duplex control panel or FM 1663 for a residential alternator system. Reduces potential clogging by debris. Replaces rocks or bricks under the pump. For information on additional Zoeller products refer to catalog on Piggyback Variable Level Made of durable, noncorrosive the Switches, FM0477; Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Sump/ ABS. Sewage Basins, FM0487; Single Phase Simplex Pump Control, FM1596; Alarm Systems, Raises pump 2' off bottom of basin. FM0732. Provides the ability to raise intake by adding sections of 11/2' A CAUTION or 2' PVC piping. Attaches securely to pump. Accommodates sump, dewatering and effluent applications. d llcPnsed E lectri codes should he ; NOTE: Make sure float is free from obstruction. ding the most recal , 1,311.:-11,, ,111:~~ h utl~ (NEC) and the Occu, For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. AWL T&. P.O. BOX 16347 Z~ Louisville, KY d0256-0347 Manufacturers of.. O SHIP T0: 3649 Cane Run Road p O ® Louisville, KY 40211-1961 QL/gL/TY/-UMPS SNCE ~9'~9" 624 28 PUMP www.zoeller.com PUMP CO. 1(5021 77 _8-2731 0217800) © Copyright 2012 Zoeller Co. All rights reserved. Page 10 PLOT PLAN N Project Name: Wilson 3 Bedroom At-Grade Legal Description: SE1/4, NE1/4, S31, T31N, R18W P.I.D: 038-1221-16-000 Subdivision Name: Prairie Pond Breaks Lot 16 SCALE: 1"=60' Township: Star Prairie Parcel Size: 1.850 Acres County: St. Croix Contour Line Elevation: 99.50' Cell Dimensions: 9.5 X 100' 4 inch Sch 40 -ASTM D2665 Lateral invert Elevation 100.00' At-Grade Dimensions: 110'x19.50' 2 inch Sch 40 -ASTM D1785 Slope 6 11/2 Sch 40 -ASTM D1785 ~ BM1 Elevation: 100.00 To of 2" PVC pipe D BM2 Elevation: 100.61' To of 2" PVC pipe ■ Backhoe Pits: Septic Tank: 1000 gallon Septic Tank w/ Pol lok 535 effluent filter Dose Tank: 650 gallon Dose Tank ,j I Al~ t ~~d1ah~ 6;7 i e ( ~ ~acOL` V 'i= yV L .f Page 11 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Burt Wilson Owner/Buyer Mailing Addre s P.O. Box 32 New R'chmond, Wl 54017 1851 90th Street ' Property Address (Verification required from Planning & nit epartment for new construction.) City/State New Richmond, W1 Parcel Identification Number 038-1221-16-000 LEGAL DESCRIPTION Property Location SE SE 31 , T 31 N R 18 W,Townof Star Prairie t/4 , t/4 , Sec. Prairie Pond Breaks 16 Subdivision Plat: , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # (before 2007)Volutne , Page # Spec house 13yesono Lot lines identifiable E] yesFl 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 §SP& 383.52(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 1/3 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 Safety And Professional Services 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 Platuring & Zoning Department withi 30 days of the three year expiration date. I/we certify that all statements on t is form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a w ianty deed recorded in Register of Deeds Office. Number of bedrooms 3 - A17 SI ATURE OF APPLICANT() DATE **Any information that is misrepresented 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. (REV. 04/12) CHMITT Sc SONS 6° CAVAT.I INC. 586 Valley View Trail Somerset, W154025 schmittandsonsexcavating. com John Schmitt (715) 715-760 June 30, 2013 June 28, 2017 Burt Wilson 3 Bedroom At- Grade Lot 16 Prairie Pond Breaks Disturbed Square Footage Calculation At- Grade & Tank 2700ft2 Driveway 1600ft2 House 4000ft2 8300ft ,Eb ..Z/L Z-.bl ,.Z/L 0-.9 ~f----------- I - --r--- I v~ ~ / I I .n l I I I f = IF- fl /ko I I I Ll!" w Imo"' ~I I I F m l a m~ x IOx / o ❑I I I ~X w Ivy a ~I I I ~a I ❑ lllry I I w Or7-_ 1-------- 1 `m o I- E X x I r I O \ w of I _I ? Q~ of I v, o O o ti•- I I I I w ~ xl II I fa" fib I ~ o f I I n I \ o ~I l i I i; N I \v v v l X I ~ I I I ry I - in in I ~ 4 0 L i x ~ ia«f~a ® ®y~,e~ei I ml_ I I in \ uQ a m 1- - - LU °m w Z } I .9L cv a ° V- > a I Q, I z m m N I x Q u~ o I 2 %D -1 I ❑ I = I L I 7 O i I x w I W 0. I rvo I S w z w I o = = I 1- I y I R z I o ~ ~ I ryg~ L I I z v I 6 < I I I I I zr I ~ s J a' x I I =1m I _ ff~~ ILK in ~ I I ~ry $ $ I ~ ~ x I b 3 Oo X w ~ I N I ~x x to a° _ I C4 I Q~ o =I~ Q~ z ~ I I Zw IX ~w I I m~ Ww R I`T l vK I v V I I I I L- --I--- ---------------J LL z/I9-.Z 4.S Z/Lb Z b,OL RECEIVED Department of #1881 SOIL I i s P S Safety dim 05 2011 in accords „moue Page - 1 of 6 Professis l &MOUNW Schmitt Soil Testing, Inc. Attach complete site p WWW%,PMftanMNTinches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 038-12%1-16-000 ease print all information. Review By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). G L~ Property Owner Property Location Wilson, Burt Govt. Lot E1/4, N 1/4, 31, T31 N, R18W - - - - _ - Property Owner's Mailing Address Lot # Block # Subd. Name - - - CSM# P.O. Box 32 _ 16 Prairie Pond Breaks City State Zip Code Phone Number City Village _ Town Nearest Road New Richmond WI 54017 Star Prairie 90Th Street New Construction Use: ! Residential / Number of bedrooms _ 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Outwash Plain (Plainfield loamy sand)- Flood plain elevation, if applicable NA ft. General comments Area is suitable for an At-Grade System. System elevation is 99.50' based on the contour line established at 99.50'. Slope of area and recommendations: is 6%. Depth to limiting factor is 40". ❑ Boring # Boring Pit Ground surface elev. 99.67 ft. Depth to limiting factor 47 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure j Consisten Boundary Roots ! GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2 1 0-9 10yr3/2 none sl 2mgr mvfr gw 2vf 0.6 1.0 2 9-27 10 r3/3 none sl 2msbk mvfr t -w 1vf 0.6 1.0 3 27-47 10yr4/4 none sl lmsbk mfr gw 0.4 j 0.7 4 47-68 10yr5/6 m2d5yr6/2/6 s Osg ml as 0.7 1.6 5 68-82 10yr5/6 m2d 7.5yr6/8 scl Om mfr 0.0 0.0 - - - - - 7.5yr6/1 - - i ❑ Boring # Boring - - - Pit Ground surface elev. 99.67 ft. Depth to limiting factor 46 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G_PD/ft2 _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 ~Eff#2 1 0-15 10yr3/2 none sl 2fsbk mvfr cs 2vf 0.6 ! 1.0 2 15-24 10yr3/3 none Is imsbk mvfr gw ivf 0.6 1.0 3 24-38 10yr4/4 none Is lcsbk mvfr gw 0.7 1.6 4 38-46 10yr5/6 none s Osg ml cs 0.7 1.6 5 46-54 10yr5/6 m2d 7.5yr6/6 7.5yr6/2 s Osg ml as 0.7 1.6 6 54-72 10yr5/3 m2d 7.5yr6/8 scl Om mfr 0.0 :0.0 - - - 7.5yr6 1 i ~ Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS <.30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 5/19/2017 715-760-1978 SBD-8330 (R.07/00) Property Owner Wilson, Burt Parcel ID # - 038-1221-16-000 _ Page 2 of 6 Boring 3]Boring # Pit Ground surface elev. -98.62ft. Depth to limiting factor 49 _ in. - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 Eff#2 1 0-12 10yr3/3 none sl 2fsbk mfr as 2vf 0.6 1.0 2 12-28 10yr4/3 none sl imsbk mfr gw 1vf 0.4 0.7 3 28-40 10yr4/4 none Is icsbk mvfr gw 0.7 1.6 4 40-49 10yr4/4 none Is lcsbk mvfr cs 0.7 1.6 5 49-56 10yr5/6 m2d 7.5yr6/6 s Osg ml cs 0.7 1.6 - - - --7.5yr6L2 6 56-72 10yr5/3 m2d 75yr6/8 7 5yr6/1 scl Om mf 0.0 0.0 Boring F j~ 4 ]Boring # Pit Ground surface elev. -103.97 - ft. Depth to limiting factor - 46 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 0-18 10yr3/3 none sl 2mgr mvfr as 1vf 0.6 1.0 2 18-27 7.5yr4/6 none Is icsbk mfr gw 0.7 1.6 3 27-46 7.5yr5/6 none sl imsbk mfr as 0.4 0.7 4 46-56 7.5yr5/6 m2d 7.5yr6/6 sil Osg ml as 0.7 1.6 m2d 7.5yr6/8 5 56-72 10yr5/3 scl imsbk mfr as 0.2 0.3 6 72-96 5yr4/4 m2d 7.5yr6/8 7,5yr6/2 sl ~ Om mfi 0.2 0.6 i I i Boring F-l 5 Boring # Pit Ground surface elev. _ 103.47 ft. Depth to limiting factor 65 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 `Eff#2 1 0-10 10yr3/3 none sl 2mgr mvfr cs 2vf 0.6 1.0 2 10-24 10yr4/3 none Is icsbk mvfr gw lvf 0.7 1.6 3 24-65 10yr5/6 none s Osg ml as 0.7 1.6 - - 4 65-80 10yr5/3 m2d 7.5yr6/6 SCI imsbk mfr 0.2 0.3 7.5yr6/2 i " Effluent #1 = BOD5> 30 < 220 mg/Land TSS >30 <150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Schmitt Soil Testing, Inc. Property Owner Wilson, Burt _ - - Parcel ID # 038-1221-16-000 Page 3 _of 6 -7 i 61 Boring - Boring # pit Ground surface elev. _ 102.77 _ ft. Depth to limiting factor 40 n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G_PD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-16 10yr3/3 none sl 2mgr mvfr gw 2vf 0.6 1.0 2 16-24 10yr4/4 none sl 2msbk mvfr gw 1vf 0.6 1.0 3 24-40 10yr4/6 none Is icsbk mvfr cs 0.7 1.6 4 40-48 10yr5/6 m2d 7.5yr6/6 s Osg ml as 0.7 1.6 7.5yr6/2 m2d 10yr6/8 5 48-82 10yr6/6 sil Om mfr 0.0 0.2 - Boring F7] Boring # pit Ground surface elev. - 102.42-_ ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-15 10yr3/3 none sl 2fsbk mvfr as 2v1 0.6 1.0 2 15-24 10yr4/4 none sl 2fsbk mvfr gw ivf 0.6 1.0 3 24-36 10yr5/6 none s Osg ml cs 0.7 1.6 4 36-48 10yr5/6 c2d 7.5yr6/8 7.5yr6/2 s Osg ml as 0.7 1.6 5 48-82 10yr5/3 m2d 7.5yr6/8 sil Om mfi 0.0 0.2 - - 7.5 r6 1 Boring 8 Boring # Pit Ground surface elev. 104.87 ft. Depth to limiting factor 52 _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#l *Eff#2 1 0-15 10yr3/3 none sl 2fsbk mvfr as 2vf 0.6 1.0 2 15-24 10yr5/4 none Is icsbk mvfr gw 1vf 0.7 1.6 3 24-52 10yr5/6 none s Osg MI as 0.7 1.6 - - - 4 52-62 10yr5/6 c2d 7.5yr6/8 s Osg mi as 0.7 1.6 7.5yr6/2----- 5 62-86 10yr5/3 m2d 7.5yr6/8 sil Om mfr as 0.0 0.2 - 7 S_yr6/1 - - - - - 6 86-96 5yr4/4 m2d 7.5yr6/8 7.5yr6/2 sl Om j mf 0.2 0.6 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Schmitt Soil Testing, Inc. Property Owner _ Wilson, Burt Parcel ID 038-1221-16-000 Page 4_of 6 F'9] Boring Boring # 11 pit Ground surface elev. _--_102.77 ft. Depth to limiting factor 58 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sl 2mgr mvfr as ivf 0.6 1.0 2 10-29 10yr4/3 none sl 2fsbk mvfr gw 1vf 0.6 1.0 3 29-58 10yr5/6 none s Osg ml cs 0.7 1.6 m2d 7.5yr6/6 4 58-80 10yr5/6 7.5yr6/2 s Osg ml as 0.7 1.6 - - ~ 5 80-86 5yr4/4 m2d 7.5yr6/8 sil Om mfr 0.0 0.2 7. 5K611--- - - + Boring F-1 i 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 _ G_ PD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *Eff#2 Boring F-1 ] 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 _ G_P_D/_ft2_ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I *Eff#1 'Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-6330 (R.07/00 Schmitt Soil Testing, Inc. O N 9~0 s s o U U m a y E y m o Aga O N j d J. A v N L "t 000 m _ y ; N c U ryyry O C K ~ ~ 3 L ~ ~ O ~ C C ~ N`rv m N~_ N = 00 'yo T N Z j^~~~1 N? N j p p L N •O N O d U L N N (n N O p J t0 O N O K 110 L r F G 5 n o n v(2 K v 3 3 ~t~ V J =..~1 o w a r ~~N m co N O ~ U C 5 t J o O - t D ~1 L~ O O 0 OL 4 y 9 "~9 -911d Page 5 of 6 Conducted by: Conducted For: Schmitt & Sons Excavating, Inc.. Name: Burt Wilson Thomas J. Schmitt, CST 227429 Address: P.O. Box 32 586 Valley View Trail City, State, Zip: New Richmond, W154017 Somerset, W 154025 Phone: 715-:776.0-1978 PID: 038-12-1-1-1-6000 &gnatur „ Lot No. 16 Prairie Pond Breaks Date /7 Legal Description: SE1/4 NE1/4 S31 T31N R18W ■ Backhoe Pit Township, County: Star Prairie, St. Croix County A Bench Mark 1 El. 100.00' Top of 2" PVC pipe Q Bench Mark 2 El. 100.61" top of 2' PVC pipe. Slope= 6% Scale 1"= 60' Contour Line El. 99.50' Contour Line Length 125' NOTE: For full view of Lot see Aerial Photo (Page 6 of 6) f l ~ r G i S3 l t , r` 7 X05 , gs ~Iv t a 1 I ~ + 1111 ~ ~ 1 i ~ n j Prov I'(, I' e- I OrY46 B m fq-ks T T ,