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032-2076-10-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: I 563863 0 GENERAL INFORMATION (ATTACH TO PERM~ State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Anderson, Dennis M. & Janice Somerset, Town of 032-2076-10-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: ono ( G`J 14.30.20.7871 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION B44/6 HI FS ELEV. •tj o Septic Benchmark 1L11 / 1A00 5.0 `7 Dosing Alt. BM `-Irs 656 l Co 7.0 n(. Awatom Pd n k 525 Bldg. Sewer /A z `73.9.7 Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO D WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom / Jr bs 5 ~ ieo S~- SZ Dosing / / Header/Man. t 5~ 7i~ 7 /6/• ~7 Aeration Dist. Pipe /6[-(7 557 Holding Bot. System /Qa . 5 PUMP/SIPHON INFORMATION Final Grade Manufacturer Demand 1"57 ~6 2- t Z6-e_ Le.A_ St Cover v GPM 9C-? • (o p Model Number / / Z -3z.-5 ' ft "5 TDH Lift Friction Loss System Head Td- G5 3. L -7 4 5 5 Forcemain Length ' Dia. of Dist. to Well /G5 Z SOIL ABSORPTION SYSTEM BED/TRENCH Width Length / No. 6Trenes PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS VV E SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of-System: CHAMBER OR J~'' 13 9y UNIT Model Number: DISTRIBUTION SYSTEM CT- Header/Manifold 0/ Distribution ole Size Ix Hole Spacing Ve Air Int ke Pipe(s) t /,3 L Length 3e Dia ~ all Length Dia Spacing 3 d x H 5 3 , v SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over ` be Depth of xx Seeded/Sodded xx Ichedb Bed/Trench Center ' Bed/Trench Edges To soil ' es 0 No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 19 /1 Z --f / Inspection #2: Location: 160 Maple Hill Rd Houlton, WI 54082 (Gov't Lot 4 14 T30N R20W) metes & bounds Lot 8 p t l Parcel No: 14 .30.20.7871 1.) Alt BM Description = In CEO J_ P 2.) Bldg sewer length -7 1"~ L L-,Q Jar ` Y_ -amount of cover = ~ i ^ ^ 7 Plan revision Required? 0 Yes ;No Use other side for additional information. I b 7 SBD-6710 (R.3/97) Date Insepctor's S' nature Cert. No. PLOT PLAN N Project Name: Anderson 3 Bedroom Mound Legal Description: NW114, SE1/4, S14, T30N, R20W P.I.D: 032-2076-10-000 Subdivision Name: NA Lot 8 Township: SOMERSET Parcel Size: 5.26 Acres SCALE: 1" = 40' County: ST. CROIX Contour Line Elevation: 99.60' Cell Dimensions: 5'X 90' 4 inch Sch 40 -ASTM D2665 System Elevation 100.43' Mound Dimensions: 18.51'X 106.05' 2 inch Sch 40 -ASTM D1785 Slope: 1112 Sch 40 -ASTM D1785 A BM1 Elevation: 100.00' Top of 2" PVC pipe BM2 Elevation: 103.78' To of phone ped at SE lot corner. ■ Backhoe Pits: Tank 1000/650 gallon Septic Tank with POLYLOK 525 NOTE: Existing septic system to be abandonded as per code. 4 inches of sand to be plowed in. 'yyJcLL ® 101,01 Sa w/PQ~. caK_ ~ 39E vncc'rvt s ZS f v ,vv ~v lu Z/0 S~aPt i ~ B3 ~r no CO'N Tout Rl v) 1ST AVE Coun Safety and Buildings Division C~ 5r, + ) Q 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) PSy' Madison, WI 53707-7162 rmit Application State Transaction Number In accordance with S (2), W' Code, submission of this form to the approp ate governmental unit Z z ~J ? 5 is required prior to obtg permit. Note: Application forms for state-owned submitted to Project Address (if different than mail in address) the Department of Safety and Professional Servies. Personal information you provide maybe r secondary l t~ purposes in accordance with the Privacy Law, s. 15.04 1 m , Slats. , wL " 0 1. Application Information - Please Print All Informatio Property Owner's Name Parcel # 5 2- /p-Gdv ~rNM-5 J.4tUrtE: ns0 14-s~ ANO Property Owner's Mailing Address Pr perty Location (O L HI L G R b Govt. Lot l f City, State Zip Code Phone Number LI Ho , Section - U _ y0 8 Z ercle one TO N; R E oAY/ H. Type of Building (check all that apply) Lot # 8 I or 2 Family Dwelling - Number of Bedrooms Subdivision Name /0 er~ Block # ❑Public/Commercial-DescribeUse Gp'~GF~vy~Cd~.~ ❑ City of El State Owned -Describe Use CSM Number ❑ Village of ~ 14 Town of Sfi/k C -SE T 5 t~ d 'J I III. 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) ❑ Change of Plumber List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ :Permit Transfer to New Before Expiration Or IV. Type of POWTS System/Component/Device: Check all that apply) Q p ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade V Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ 9ther Dispersal Component (explain) Pretreatment Device (explain) V. Dis ersal/Trea ent Area Information: Design Flow (gpd) Design Soil Application Rate(gpds Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation D /iZs /Z5 /00.q VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units 4 0 a New Tanks Existing Tanks y ' w d ld~ 5Z5 0 a` U iz ~ rn w C7 96 Septic or Holding Tank C19 O I t t Dosing Chamber 6 S O 69:5-0 / I l J C T VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumbe r's, tur ,e~ MP/MPRS Number Business Phone Number To 14 to S cHitt t7- T ru~U ZZ 3 7~ 7zs-74 D -o yM Plumber's Address (Street, City, State, Zi Code) 616 tlf, WT VIII. oun /De artment Use Only 41Z Approved Permit Fee Date ssued z Issuing t Signature U b,, en Reason Mienial $ (O - ' v s 1✓ IX. Condit IWeasons for Disapproval nn I Septic tank, eftltlbntfikerand 3 Lon dG~t~`v.~ S ` I tuz r A. C-A dispersal cefl must all be.ser0ces / maintained .wJ~--,' as per management plan provided by plumber. 2 AN setback requirements must be maintaipat! I' tli COdO /"OfEIIlgI1Ct?ri. 6U bdZ GL a Attach to complete plans for the system and su mit to t//he:ounaty oaly on paper not less than 8 v2 x I l inches in size SBD-6398 (R. 11/11) yARTLrg~r DIVISION OF INDUSTRY SERVICES >5~ ~~N 3824 N CREEKSIDE LA D HOLMEN WI 54636 3 S P Contact Through Relay S www.dsps.wi.gov/sb/ 9 ww www.wisconsin.gov ADO sSIOIN Scott Walker, Governor Dave Ross, Secretary July 29, 2013 CUST ID 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 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/29/2015 Identification Numbers Transaction ID No. 2275452 SITE: Site ID No. 793364 Dennis & Janice Anderson Please refer to both identification numbers, 160 Maple Hill Rd above, in all correspondence with the agency. Town of Somerset St Croix County NW1/4, SE1/4, S14, T30N, R20W Lot: 8, Subdivision: Vol 530/431 FOR: Description: Mound / Three Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1439682 Maintenance required; Replacement system; 450 GPD Flow rate; 26 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01101, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01101, 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. 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, NO,-T1O stats. 'O The following conditions shall be met during construction or installation and prior to occupancy or use: p►ppR S1 Reminders 'DEp~sS~O pROF OF 1N • This system is to be constructed and located in accordance with the enclosed approved plans and with the ,slON component manuals listed above. p~v • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and 5EE G 01 dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. JOHN F SCHNIITT Page 2 7/29/2013 t • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • SPS 383 22(7) 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. Owner Responsibilities: • SPS 383.52 Responsibilities. 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). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. • SPS 383.55 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. 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 This Amount Will Be Invoiced. J When You Receive That Invoice, Charles L Bratz Please Include a Copy With Your POWTS Reviewer II , Integrated Services. Payment Submittal. (608)789-7893 , 7:45 am - 4:30 pm Monday - Friday WiSMART code: 7633 charles.bratz@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm I JOHN F SCHMITP Page 2 7/292013 • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • SPS 383.22(7) 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 Owner Responsibilities: • SPS 383.52 Responsibilities. 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). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. • SPS 383.55 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. 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 This Amount Will Be Invoiced. Y When You Receive That Invoice, Charles L Bratz Please Include a Copy With Your POWTS Reviewer II, Integrated Services, Payment Submittal. (608)789-7893 , 7:45 am - 4:30 pm Monday - Friday WiSMART code: 7633 charles.bratz@wisconsin.gov W cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Anderson 3 Bedroom Mound RECEIVED Owners Name: Dennis & Janice Anderson JUL 2 2 2013 Owner's Address 160 Maple Hill Road. INDUSTRY SERVICES Houlton, WI 54082 Legal Description: NW1/4, SE1/4, S14, T30N, R20W Township Somerset County: St. Croix Subdivision Name: NA Lot Number: 8 Block Number Parcel I.D. Number 012-2001-70-000 Plan Transaction No. Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Septic & Dose tank specifications Page 8 Effluent filter information Page 9 & 10 Pump specifications and curve Page 11 Plot plan Page 12 Septic tank maintenance agreement DALLY Page 13 & 14 Warranty deed ;VED Page 15 CSM/Map Page 16 - 18 Soil evaluation report .FETY AND AL SERVICES Designer: John Schmitt License Number: 223760 USTRY SERVICES Date: 6/17/2013 Phone Number: 715-760-0486 Signature: Designed Pursuant to the NDEN Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01) and both ZR~SPO 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. 01/01) Version 7.0 (R. 03/2012) Page 1 of 18 1 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 450.00 Design Flow (gpd) 2.00 Site Slope 99.60 Contour Line Elevation (ft) 26.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ftz) Distribution Cell Information 90.00 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) C Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 3.00 Estimated Orifice Spacing (ft) = 7.50 ftz/orifice 2.00 Forcemain Diameter (in) 180.00 Forcemain Length (ft) Does the forcemain drain back? Y 87.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 29.36 Forcemain Drainback (gal) 13.03 Vertical Lift (ft) 81.16 5x Void Volume (gal) 4.00 Friction Loss (ft) 110.52 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 32.31 System Demand (gpm) 21.58 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x Error 1.25 x 172.00 x 1.50 x x 3.00 2.00 x 3.00 x Gallons/inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) PolyLok Commercial Filter Manufacturer 17.00 Dose Tank Volume (gal/in) 525 Filter Model Number Weiser Manufacturer Project: Anderson 3 Bedroom Mound Page 2 of 7 Mound Plan and Cross Section Views T J 1/10J Observation Pipe K~ T :5: A W - :•:•:.:.:.:.:.:•:.t::::::::::: . . . . . B 3 z L Mound Component Dimensions Down slop a toe extension made. A 5.00 ft E 11.20 in H E1.00 ft K 8.03 ft B 90.00 ft F 9.50 in z 7.50 ft L 106.05 ft D 10.00 in G 0.50 ft J 6.01 ft W 18.51 ft 450.00 (ft) Dispersal Cell Area 1125.00 (ft) Basal Area Available 5.00 (gpd/ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.23 (ft) -i G •1 I ft) Lateral Dispersal F Cell 100.93 100.43 (ft)--► - Invert Dispersal Cell s Elevation E - D s 1"t 99.60 (ft) Contour Elevation 2.0 % Site Slope Geotextile Fabric Cover Shading Key m 2- Dispersal Cell See lateral details on 10 _ Topsoil Cap c C 1.5 ft Page 4 for number, size, Subsoil Ca 0 5 and spacing of laterals. 7-- T ASTM C33 Sand F Laterals are equally m 0.5 ft :;'::;Typical Lateral spaced from the Tilled Layer 05 Aggregate v c I distribution cell's centerline in the - A distribution cell (AxB). Project: Anderson 3 Bedroom Mound Page 3 of 7 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are identical i, P S Turn-up wlball walwa or IF X-~IFxl2 I xf231 Laterals Morcemain Sch 40 PVC cleanoutplug per SPS Table 384.30-6 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.05 ft Lateral Length (P) 44.23 ft Orifices per Lateral 15 Lateral Spacing (S) 2.50 ft Orifice Density 7.50 ft2/orifice Lateral Flow Rate 8.08 gpm Manifold Length 2.50 ft System Flow Rate 32.31 gpm Manifold Diameter 2.00 in Total Dynamic Head 21.58 ft Forcemain Velocity 3.30 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect Tank component is properly vented Alternate outlet location Forcemain diameter Weiser Manufacturer 2 in. Capacityl 650.00 Gallons Volume 17.00 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 18.83 320.18 C B 2.00 34.00 Plump off elevation (ft) C 6.50 110.52 87.91 D 10.90 185.30 D Total 38.24 65;7 Dose tank elevation (ft) 3" Bedding under tank. 87.00 Alarm Manuafacturer SJE Rhombus Note: Switches Alarm Model Number Tank Alert AB containing mercury may not be used in Pump Manufacturer Zoeller this system. Pump Model Number 152 Pump Must Deliver 32.31 gpm at 21.58 ft T D H Project: Anderson 3 Bedroom Mound Page 4 of 7 Mound Svstem Maintenance and Operation Specifications Service Provider's Name John Schmitt Phone: 715-760-0486 POWTS Regulator's Name St. Croix County Zoning Phone' 715-3864680 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 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 Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 years 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 Other; 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 Turn-up Detail Finished Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Anderson 3 Bedroom Mound Page 5 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 (01/81), 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 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 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 filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's 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 y ched as protection from freezing. Influent quality into the mound 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 BOD5, 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, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continciencv 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 clogged 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. 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SME SCALE: 1 4"=1'-0" PRE-POUR: = W1000/650-MR MIENER C®ICRETE m REV. ° r SEPTIC MANUAL \ Z W3716 US HWY 10 MAIDEN ROCK, WI 54750 DATE: JANUARY 2010 DATE:. POST-POUR: ° REVISED JAN. 2010 800-325-8456 nLE: SMOMIS" INSTALLATION INSTRUCTIONS zap of P W1PL-525/PL-625 FILTER 1P IL INSTALLATION INSTRUCTIONS Center filter with opening ~z 1w = 9:_ Additional pipe or Polylok Extend & Lok'" Glue for centering, Step 1: Step 2: Step 3: (A) Locate the outlet of the septic tank. (A) Before installation, place the (A) Glue the filter housing on the (B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe. if necessary. (B) Make sure that the housing (B) Insert the filter cartridge in the is positioned so the filter can be housing, making sure the filter removed from the tank for cartridge is properly aligned and maintenance and service. completely inserted in the housing. MAINTENANCE INSTRUCTIONS V Step 1: Step 2: Step 3: Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back if necessary. into the the housing making sure ` NOT USE PLUMBING (B) Pull the filter out of the housing. the filter is properly alighed and completely inserted. WHEN FILTER IS REMOVED - (C) Hose off the fitter over the septic tank. LiI lIU Make sure all solids fall back into the (B) Replace septic tank cover WNEN' CLEA100 FILTER septic tank. SECTION: 2.20.047 QL/rll/TYPUMP9~NCE i~~ FM1919 0110 Product information presented ® Supersedes here reflects conditions at time ® 1108 of publication. Consult factory PUMP ~O_ regarding discrepancies or inconsistencies. MAIL TO. P.O. BOX 16347 • Louisville, KY 40256-0347 visit our web site: SHIP TO. 3649 Cane Run Road • Louisville, KY 40211-1961 www zoelter com (502) 778-2731. 1(800) 928-PUMP • FAX (502) 774-3624 COMPARE THESE FEATURES • Durable cast iron construction 151/152/153 EFFLUENT SERIES • Model 151 comes standard with a glass-filled polypropylene base (For Pump Prefix Identification see News & Views W52) • Corrosion resistant powder coated epoxy finish • Stainless steel lifting handle "DOSE=MATE" • Assembled with stainless steel bolts • Non-clogging engineered thermoplastic vortex FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) impeller design AND ENHANCED FLOW STEP SYSTEMS • Model 151 -1/3 HP passes Y2" spherical solids ,«+r/t EFFLUENT • Model 152 -A HP passes 1/4" spherical solids 6 SUBMERSIBLE • Model 153 -112 HP passes 3/4" spherical solids 1'/Z' NPT DISCHARGE • Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected _ Mode! N152IN153 • Carbon/Ceramic seals High Head C CIP Us Effluent • Upper sleeve bearing and lower ball bearing running Tested to UL Standard UL778 in bath of oil and COUWtoCSA Standard CSA22.2 No. 108 • 20 ft. UL Listed power cord with molded 3-wire plug • 1'W NPT vertical discharge MODELS AVAILABLE • BN and BE standard models include a 20 ft. variable N151/N152/N153 & E151052053 nonautomatic level float switch BN151/BN152/BN153 & BE151/BE152/BE153 Operates at temperatures °C) in effluent packaged with Piggyback Variable Leval Float Switch • to 130(54 1/3, .4 & 112 HP, 1 Ph 115V or 230V applications • All models include a 1'Y2" x 2" PVC adapter fitting Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. POWDER COATED TOUGH, PUMP Z_ _ Model BN152IBN153 MAIL TO. P.O. BOX 16347 High Head Louisville, KY 40256-0347 Effluent SHIP TO: 3649 Cane Run Road Louisville, KY 40211-1961 (502) 778-2731.1(800) 928-PUMP FAX (502) 774-3624 Manufacturers of... Z G~?? p QL/4L/TY /7 /-LJM?9 AFIMCE 1AFA7J 0 Copyright 2010 Zoeller Co. All rights reserved. N W TOTAL DYNAMIC HEAD/FLOW PUMP PERFORMANCE CURVE PER MINUTE MODEL 1511152/153 EFFLUENT AND DEWATERING 14 153 ,z 40 MODN4.6 151 152 153 Feet Gal. Liters Gal. Liters Gal. Liters ° 35 5 50 189 69 251 77 291 152 = 10 10 45 170 61 231 70 265 30, 15 38 144 201 61 231 151 20 29 110 44 167 52 197 25- 25 7.6 16 61 34 129 A2285 5 24 30 9.1 - - 23 87 35 10.7 - - - - 15 4 40 122 10 Shut-off Head: 30 ft. (9.1 m) 38 R (11.6m) 0145088 z 5 9 Model 151 Models 152 / 153 10 ,e 30 40 50 60 70 80 90 100 GALLONS ,GO 2110 67132 r 67/32 ....+I LITERS 0 40 80 120 240 280 320 360 _ 3718 451 371 - t- 459 FLOW PER MINUTE 014508A CONSULT FACTORY FOR 371 _ 37 SPECIAL APPLICATIONS ® 371 ® 3718 • Timed dosing panels available j - - • Electrical alternators, for duplex systems, are available and _ supplied with an alarm • Variable level control switches are available for controlling - _ single phase systems I • Double piggyback variable level float switches are available j for variable level long and short cycle controls • Sealed Qwik-Box available for outdoor installations - See „ „n6 1211 FM1420~ • Over 1307 (54°C) special quotation required - - - I 4 1Sn6 - 5 3e - - - I - 1 15111523153 Series SK2444 SK2064 151/152J153 MODELS Control Seleclion Motel Vdts-Ph Mode Angts Simplex Dwlex N151 115 1 Non 6.0 1 2 or 3 BN151 115 1 Auto 6.0 Irt luded 2 or 3 E151 230 1 Nat 3.2 1 2 or 3 BE151 230 1 Auto 3.2 Included 2 of 3 N152 115 1 Non 8.5 1 283 °Easy assembly" BN152 115 1 Auto 8.5 Included 2 or 3 (Wmn not discharge pipe E152 230 1 Non 4.3 1 2or 3 ) BE152 230 1 Auto 4.3 Included 2o,3 15 5 on 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2or 3 BE153 230 1 Auto 5.3 Included 2 or 3 SELECTION GUIDE OPTIONAL PUMP STAND P/N 10-2421 1. Single piggyback variable level float switch or double piggyback variable level Reduces potential clogging by debris float switch. Refer to FM0477. Replaces rocks or bricks under ft pump 2. See FM0712 for correct model of Electrical Alternator E-Pak. Made of durable, noncorrosive ABS 3. Variable level control switch 10-0743 used as a control activator, specify duplex Raises pump 2" off bottom of basin (3) or (4) float system. Provides the ability to raise intake by adding sections of 1 W or 2" PVC piping oAOt1 Attaches securely to pump All installation of controls, protection devices and wiring snouid be done by a qualified Accommodates sump, dewatering and effluent applications licensed electrician, All electrical and safety codes should be followed including the NOTE: Make sure f1M is free from obsuixtim. most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2010 Zoeller Co. All rights reserved. PLOT PLAN N Project Name: Anderson 3 Bedroom Mound Legal Description: NW1/4, SE114, S14, T30N, R20W P.I.D: 032-2076-10-000 Subdivision Name: NA Lot 8 Township: SOMERSET Parcel Size: 5.26 Acres SCALE: 1" = 40' County: ST. CROIX Contour Line Elevation: 99.60' Cell Dimensions: 5'X 90' 4 inch Sch 40 -ASTM D2665 System Elevation 100.43' Mound Dimensions: 118.51'X 1062 inch Sch 40 -ASTM D1785 Slope: 2% 11/2 Sch 40 -ASTM D1785 BM1 Elevation: 100.00' Top of 2" PVC pipe 0 BM2 Elevation: 103.78' To of hone ped at SE lot corner. ■ Backhoe Pits: Tank 1000/650 gallon Septic Tank with POLYLOK 525 NOTE: Existing septic system to be abandonded as per code. 4 inches of sand to be plowed in. WELL ® X000/650 P. G 3 Piu)ecaom w/ POLgtsz~ 1-I~NSc f Q' Qi v ,0 sZ Z% SL©PC , ti ~ 63 ■ CoN Tou L/NE / /5-67-,4 AVE fem. IN 5 J v., ..r J \YY~ N ID i" Mr 9~1 rte- tJ~" ICY>' O~ h•- w t..._ u•- I,.r rv`: w i v U- w r-_ Qo M~ M1 O v° m „r ma i°Em C. ~a n (V com Cm « ~ J Fv o m { Z ~ J W m W Z ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Dennis and Janice Anderson Mailing Address 160 Maple Hill Road Property Address Same (Verification required from Planning & Zoning Department for new construction.) City/State Houlton, Wl Parcel Identification Number 032-2076-10-000 LEGAL DESCRIPTION Property Location /4 , 1 SE 14 , T30N R20W,TownofSomerset /4 , Sec. / Subdivision Plat: Paktd 47 Lot # Certified Survey Map # , Volume , Page # Warranty Deed # 0 (before 2007)Volume /0 3 , Page # / 57 Spec house Dyes Ono Lot lines identifiable Dyes❑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 §SPS. 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. Uwe, 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 Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are *e to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty dee recorded in Register of Deeds Office. N ber of bedrooms 3 07/31 /13 SIGNA F APPLICANT(S) 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) .I DOCUMENT Nd. II WARRANTY L/CCIV T... SPACC RC9CRV CO POR RCa:ono. n.i L...~ STATE Ball OF WISCONSIN FORM 2-19921 ~ II _..---.Dezlni.s_.M...~ndexs~zz.and.Janice..Q_...Pal:d~xson.>..~/_~/~-••------ I *~ec•a~a~Rea,b„rt _Jani-e_Netko.Feul_ing,as_.hi.s__wife.. and.. zn..her..own.......... li .......xi.ght OC 4 19931 conveys and warrants to ....J~~II]1S__M.._AnsiQrson..and...Iani~e..Q,_...•_-•• I I~' p ca C.3, II II Ender.son,..h~shaxici.anc~.•wi~2,._a~•.suxuilrorsh3.~..ma=~=.La1.... I ~ I) prou®zty • /'r,. is er or r~i L II II the following described real estate in St,.Xroix County, I State of Wisconsin: I~ Tax Parcel No: I I I) (See Attached) II III ~ ~I II I 11 - f I This IS-.: homestead property. ~I (is) (bEcat) Exception to warranties: Existing highways, easements and rights of way of record. Dated this day of ..Caeptewber.... 199.3..... ~Ll --(SEAL) X... ---.~.?,/.11~.1k:'--• _....---....-•-•----•--•:SEAL) ' is M. Anderson (SEAL) F..,azuae..~.._.AncErS OIi (SPAL) 'T AUTHENTICATION ACSNO-.VLE!DGWENT II Signature (a) _ STATE OF ~ffig f ag. EIMY y. Count authenticated this day ef--------------------------- 19...... Personally t, ie before me this . 27 tit day of _•-_"_,Slnp 1Lwbg;---- 19.53 the above named II Betla3 ._r._drosi-_azld...Tazti - Anderson,•• frk(a- _?a??~ce..~ietko__~euLizlg,. TITLE: MEMBER STATE BAR OF WISCONSIN husband and•wife____-_- (I4 not. authorized by § 706.06, Wis. StataJ I) to me known to be the person S------- who executed the foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRATTED BY I _ I C~21..Second..St. r_ Eiudson FII_--•-- is'z ai Notary Public.. / ~4 _ , 'I County's ('Signatures may be authentidutzil or a:~:rcr.-disad. °o_!: :+I1, Commission is per..ianent. I j nbt state expl_atinn N are rto necessaz-y., dace: -Names of persons stCuinC In any capacity shopld be typed or printed below thoir s4natur- t4071,n ?UNf 1C •'.•°'.,.ir;CTA Ii WARRANTY DE"_Dn~~" STATE IIAit OD 7rISC07"six - - iY(5i~ort3'bYTBs>t!1'$IarskG'o.Tnc FORM No. 2 - 11,82 MiiwifuRne. NHScorlln • - v13t ~Q3 pAut 1~Q Part of Government Lot 4 and part of N /4SE1/1/4 of Sec. 14-T30N-R20W described as follows: A parcel of land known as parcel #8 located in the SW1/4NEI/4 (G°v,em`ent Tot 4) and the NW]./4SE1/4 of Sec. 14-T30N- Ft20W, desc,-ribed as follows: Commencing at the South quarter corner of said sec. 14; thence North 00 degrees 01' West (true bearing) 2477.10 feet along the West ii1le of t~a.e SEI/4 of =aid Sec, lz; thence North 89 degrees 591 East 425 feet along the Northerly right of way line of a town road to the point of beginnirig; thence North 00 degrees Ol' West 635.29 feet; thence North 89 degrees 59i East 40-9.64. feet; the:lce Soiit h v2 degrees 1212011 East 277.04 teet ; thence SouLhweS Le: 1~; 111.90 feet along the Northwesterly right of way line of a town road on an 80 foot radius curve concave Southeast-ly ::hose chord bears S(~uth 47 degrees 431101, West 103 feet; thence South 07 degrees 38'30" West 131.11 feet along the Northwesterly right of way of said ` „_..tl, ~ line town road; thence Uv~.r.~..il ~v .,.°"ee 371301, TjJ'acf` 178.15 feet along the Northwesterly r3-9ht cif, way 1111C of said town road; thence South 89 degrees 591 West 246.64 feet along the Northerly right of way line of said town road to the point of beginning. A parcel of land referred to as Parcel #7 located in the SW1/4NE1/4 (Goverrunent Lot 4) and the J%M-1 E i of Sec. 14-T30N'-R20W, described as follows: Commencing at the South quarter corner of said Seca 14; thence North 00 degrees Oil West (L2'ue bearing) 31-12.40 feet along the West line of the E1/2 of said Sec. 14; thence'North 89 degrees 59' East 30 feet to the point of thence North 89 degrees 59' East 395 feet; thence Souuth 00 degrees 01.' East 635.29 feet; thence South 89 degrees 59' West 395 feet along the Northerly right of way line of a town road; thence North 00 degrees O1' West 635.29 feet along the Easterly right of way line of an existing town road to the point of beginning. r'# % Department of SOIL EVALUATION REPORT #1720 SIP Safety and in accordance with Comm 85, Wis. Adm. Code Page 1 of Professional Services Schmitt Soil Testing, Inc. County Attach comple s' I paper not less than 8% x 11 inches in size. Plan St. Croix include, it vertical and horizontal reference point (BM), direction parcel I.D. percent s or di ions, north arrow, and location and distance to neares q~ 0,,W076-1 0-000 Please print all information. G'04 vie B Date Personal information you provide may be used for secondary purposes (Privacy Lqgv,,s. 15. I)R)y Sl 5 Property Owner Pro ~I.ocation Anderson, Dennis & Janice Govt. Lol COUN NW1/4, SE1/4, S14, T30N, R20W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM 160 Maple Hill Rd. 8 Vol 530/431 City State Zip Code Phone Number L] City Village L7] Town Nearest Road Houlton WI 54082 651-261-9769 Somerset 156Th Ave E] New Construction Use: Z Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Z Replacement 0 Public or commercial - Describe: Parent material till over bedrock (Whalan Series) Flood plain elevation, if applicable NA ft. General comments Area is suitable for a mound system. System elevation is 100.73' based off a contour line established at 99.40'. Depth to limiting and recommendations: factor is 26". Slope is 2%. Boring # J Boring F-11 Pit Ground surface elev. 99.98 ft. Depth to limiting factor 26 /in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'EW 1 0-10 10yr3/2 none sil 1mpl mvfr as 2mlf .4c .6 2 10-20 10yr4/4 none sil 2msbk mfr gw 1vf 0.6 0.8 3 20-26 10yr4/6 none sicl 2msbk mfr as 0.4 0.6 4 26+ 2.5y7/4 limestone bedrock Boring # ❑ Boring E] Pit Ground surface elev. 99.43 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 -EfW 1 0-11 10yr3/2 none sil 1mpl mvfr as 2m1f .4c .6 2 11-25 10yr5/3 none sil 2msbk mfr gw 1Vf 0.6 0.8 3 25-36 10yr4/4 none sicl 2msbk mfr gw 1vf 0.4 0.6 4 36-48 10yr4/4 c2d 10r6/8 sil imsbk mfr cs .4c 0.6 10yr6/2 5 48-80 10yr5/6 c2d01y~/r6/8 vfsl Om mfr 0.2 0.5 L - - " 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: 01 CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 7/1/2013 715-760-1978 SBD-8330 (R.07/00) Property Owner Anderson, Dennis & Janice parcel ID # 032-2076-10-000 Page 2 of F-' ❑ Boring 3 Boring # Pit Ground surface elev. 99.18 ft. Depth to limiting factor 28 in. • Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-14 10yr3/2 none sil 2mgr mvfr as 2f1vf 0.6 0.8 2 14-28 10yr4/4 none A 2fsbk mfr gw 1Vf 0.6 0.8 3 28-40 10yr5/3 c1d 10yr6/6 sic[ 2msbk mfr w 1Vf 0.4 0.6 10yr4/2 9 4 40-69 10yr4/4 c2d 10yr6/6 vfsl Om mfr 10yr6/2 9w 0.2 0.5 5 69-80 10yr5/4 none grcos Osg ml cs .2 .5 6 80+ 2.5y7/3 Limeston bedrock 0.7 1.6 Boring F4 Boring # Pit Ground surface elev. 99.08 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 1 0-7 10yr3/2 none sil lmpl mvfr as 2m1f .4c .6 2 7-12 10yr5/3 none sil 2fsbk mfr gw 1Vf 0.6 0.8 3 12-24 10yr4/4 none sicl 2msbk mfr gw 1Vf 0.4 0.6 4 24-42 10yr5/6 c1d 10yr6/6 A 2msbk mfr gw 1Vf 0.6 0.8 10yr6/2 5 42-66 10yr4/4 c2d 10yr6/8 vfsl Om mfr gw 1 r6 2 0.2 0.5 6 66-94 10yr5/6 none fsl 1csbk mfr cs 0.2 .5 7 94+ 2.5y7/4 Limestone bedrock Boring / F-s]Boring # N Pit Ground surface elev. 99.08 ft. Depth to limiting factor 27 in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *042 1 0-10 10yr3/3 none sil 2fsbk mvfr as 2m2f 0.6 0.8 2 10-17 10yr4/4 none sil 2msbk mfr gw 1m1f 0.6 0.8 3 17-27 10yr4/6 none A 2msbk mfr gw 1Vf 0.6 0.8 4 27-74 10yr5/6 c2d 10yr6/6 sicl imsbk mfr 10yr6/2 gw 0.2 0.3 5 74-100 7.5yr5/6 none grcos Osg mi as 0.7 1.6 6 100+ 2.5y7/3 Limestone bedrock Effluent #1 = BOD5> 30 < 220 mg/L and 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 Sol Testing, Inc. 141 l ago 3 3 Co uc a y; - - n ueor ~n -fi me _D Th ma J. ch itt , S 22 429~ A dre s: 16 M pte ill d n - - ± i aTe~p~- - ffo~, _F___ - - r ~ f 540 Ph ne: 1 60 19 8 PI ! 03.20 6-ltl - sig we T : ! I 7 --~Vo 53 /431 j Ba kho Pi T wnohip, Cotonty: So er~et, . C oiz ou ty Be ch a 1 E . 1 .0 ' To of" PVC ipe - -r - - Slo = % Co tou Lin El. 99+~~~ - i ~ Ir Ali- i l I- i B 99.43' ~EL fi + - - --i- ----i- B5: 99. 8' - 1 V -1 rt~- ! >01 --1_ sl IV«l h~ t T - X, 00 I _ ! _ I 1 I I I I I~ \ I ~ I i - I ' I I j I I I - I ~ I f Q o v C) I p m o ~ a~ I 00 4 ° ti M ~ OC j O ry rn vi ~ c n N N O ' Oq N N C a y > r (D c •o y v O)0 y O (~D O E f0 N C Z -O (o O r>l m LL o O E a m 3 3 v E o U Eo) Q N Uk a3i o Z y o E Cl) _j € r z N H U' d m c 0 U c C7 O Z :!t c a 7 w t0 aoi Z C E N H c E y I L N 7 C ~'I^J 7 O E H) ~ N • d N O L_ O. a 0 ! N Z Z z O` N y_ C '0 LO E N o' b 0 m 06 - ~l co a c w ooGa` J~I0 E co = U) U) U) ° w 0 0 0 a= •~V = a a a CL o vii m v~ J U~ rn rn ° I z a (O o o w 0 d °o °o o O N N N 'V• CL O O O rn co ° m C a O N(0 N Q m N CO (O O d° Q Z (n c O p N N O 0 00 U H C U N N O 7 O N (O V co oc N c c o F- s CL j., n O y E E to v _N N N C) E (N (D N N r_ N w C 7 O N co v 0 N O N C ~ N~ 6 C N ~ CO (t • O r (nI U O Z O Z Z ri (n O IL L: IL m c r~ A Ua2 OaU