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032-1056-40-000
i Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 584800 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:. J Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 7/ / Permit Holder's Name: F City Village Township Parcel Tax No: Rodney & Birgit Benson TOWN OF SOMERSET 032-1056-40-000 CST BM Elev: Insp. BM Elev: BM Descri ion: +r Section/Town/Range/Map No: a 21.31.19.280B '100 61 (6 1 - TANK INFORMATION ELEVATIO DATA TYPE MANUFACTU1FR `h~S. 4 61 fjD' CI STATION B' I HI" FS / E EnV. Septic I~ n~~ Lek ~ It Benchmark ~ Dosing / r , , r _1 I At. BM .►7 /Vg. ~I Bldg. Sewer . 7S 091 1 St/Ht Inlet eill?' 0 TANK SETBACK INFORMATION L ( A St/Ht Outlet 1772 9 t?. Y3 TANK TO P/L WELL BLDG. Vent to it Intud RO A Vol D D Inlet 1 1. 17 71 Septic 7 VV Dt Bottom ~7 -till I .tl ~^t/ Q~, QQ Dosing + I R u l r\~ I Head e a. Ce 7 5-.1 , l I /,D/.-7/ Aeration V v Dist. Pipe N, Holdin Bot. System /-.O8 Final Grade ((QQ o PUMP/SIPHON INFORMATION Manufacturer e 1 U-( Demand St Cover (7 GPM~~^^ Model Number l U JJ TDH Lift Friction Loss System ad TDH F 11 1 to . I S~ Forcemain Lei T( ` Dia. Dist. to well r ' ~I ~..~y7 / /-I~• SOIL ABSORPTION SYSTEM VV lV/ BED/TRENCH Width LepgthNo. r nchVs S`~ PIT DIMENSIIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS II ttAA!! //ll.. SETBACK SYSTEM TO P/L U. BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type f System : It It e /nQ UNIT Model Num NWl vS1 ✓ DIST _ SYSTEM Heade anifol Distribution x Hole Si3 I x Hole acing 1&8to r I ntak p Pipe(s) 1 i1 5' Length Dia Length Dia Spacing 1/(p SOIL COV R 4 x Pressure Systems Only xx Mound Or At-Grade Systems Only Dep Over Depth Over c ^ xx Depth of xx Seeded/Sodded Be enc t L; Bed/Trench Edges Topsoil ti es No s No r 7 / / / CO E : (Include code discrepencies, persons present, etc.) Inspection #1: {71 / / l Inspection #2: Location: 439 208TH AVE = sv\ 1.) Alt BM Description cu 2.) Bldg sewer length =2) r - amount of cover = l qx, d; CW Qn P-11 & -NMI! Plan Use other side for additional information. No n J J "7$~7 Date Insepctor's ature Cert. No. SBD-6710 (R.3/97) r ~,FraFtrar~~r. County. <~i y RECEIVED Industry Services Divistoftu St. Croix Q S 1 1400 E Washington Av ani Permit Number (to be filled in by Co.) F S t P.O. Box 7162 c /w. r c¢l ✓ 4/ JUN 0 2016 Madison, WI 53707-7 V Vra NP( Comm i I-V& Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit 2714517 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 seconda Project Address (if different than mailing address) purposes in accordance with the Privacy Law, s. 15.04(1)(m), Slats. 439 208°i Avenue 1. Application Informs Please Print All Information Property Owner's Name Parcel # Bensot7i Rodney & Birgit V 032-1056-40-000 31~ ~s~(7Lj Property Owner's Mailing Address Property Location 439 208t' Avenue Govt. Lot City, State Zip Code Phone Number SE 1/4, SW Y4, Section 21 Somerset, WI 54025 (circle one) T31 N R19Eor& 11. Type of Building (check all that apply) Lot # ® 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name ❑ Public/Commercial - Describe Use hy- & _ Block g 6+-b 14 A ~Oj6e, f)I&V-- ❑ City of ❑ State Owned -Describe Use CSM Number ❑ Village of 6es, ® Town of Somerset d 11 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) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner /0" 1 IV. Type of POWTS System/Component/Device: (Check all that apply) ❑ 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 evice xp am V. Dispersal/Treat nt Area Information: Design Flow (gp) Design Soil Application Dispersal Area Required (s f) Dispersal Area Propos (s I) System Elevation 600 Rate(gpdst) 1000 1558 100.93' 0.6 VI. Tank Info Capacity in Gallons Total # of Manufacturer B U o Gallons Units ~s New'ranks Existing Tanks O jO L a U v 2 v z C7 ~ Septic or Holding Tank 1200/800 2000 1 eser C Crete ® ❑ ❑ ❑ ❑ Dosing Chamber 750 750 1 Wieser Concrete ® ❑ ❑ ❑ ❑ VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Sign re F223760 P/MPRS Number Business Phone Number John Schmitt ~Z 715 760 0486 Plumber's Address (Street, City, State, Zip Code) 616 150th Ave. Somerset, WI 54025 ' VI[ ount /De artment Use Only XApproved Permit Fee Dar Issued Issui gent Signat e 7~/ tven Reason _ Denial S • C0y 13 1~ 1 IX. Condt Reasons for Disapproval 3) ( J; 1 III rGJ0JQ =10410t ';41100e1xal CON.Mtmt all be selvlces / n~ain_talirec 0.K ~ f~~ P as piK management plan provided by plumber. 2 At *0er r,t MWLbe i aaintrihed 36d awkt!h to complete plans for the system and submit to the County only on paper no n 1/Z x 11 inches in size 1) 64 tw, 4-- 10,0^0>J (for' SBD-6398 (R03/14) ~ICc,) I^6, A12 - PLOT PLAN N Project Name; Benson 4 Bedroom Mound Legal Description: SE1/4, SW1/4, S21 T31N, R19W P.I.D: 032-1056-40-000 Subdivision Name: 14 Acre Parcel Lot 10 SCALE: V= so' Township: Somerset Parcel Size: 14 Acres i County: St. Croix Contour Line Elevation: 100.43 Cell Dimensions: W X 100' 4 inch Sch 40 -ASTM D2665 System Elevation 100.93 Mound Dimensions: 115.37' x 19.81' 2 inch Sch 40 -ASTM D1785 Slope: 9% 11/2 Sch 40 -ASTM D1785 BM1 Elevation: 100.00' To of 2" PVC pipe 0 BM2 Elevation: 100.00' See page 4 of Soil & To of existin well Site Evauation for full ■ Backhoe Pits: Septic Tank: Wieser WLP1200/800-MR w/Pol lok 525 & 625 view of lot Dose Tank: Wieser WLP750-MR Xlsr filler "06L L 00"iAS 1 ' c 7. pnIVF f'=1 i00 ? y~ PR€i POSE 13 % LI gEbecof4 CON N iz r t- l-tEUSja <v t_ /ZOL SEPrtC T fJr Z , i.G r}~~~ = U j I AO 05 N i Fo~2c~ C w°~ rit rZ., ~i ~iZ- Lc5S, ) if tpa Li~~. Sf3„~ E' rKT otir~'tb~ DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304-5211 0 $ Contact Through Relay `921 S, I http://dsps.wi.gov/programs/industry-services www.wisconsin.gov Scott Walker, Governor Dave Ross, Secretary cc May 31, 2016 DEPT CUST ID No. 223760 ATTN: POWTSInspector PROFE, DIVISION O 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 ~Yn SEE+ CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/31/2018 Identification Numbers Transaction ED No. 2714517 SITE: Site lD No. 824524 Rodney and Birgit Benson Please refer to both identification numbers, 439 208TH Ave above, in all correspondence with the agency. Town of Somerset St Croix County S1/2, SE 1/4, S21, T3IN, R19W FOR: Description: Mound System (4 Bedrooms - New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1603817 Maintenance required; 600 GPD Flow rate; 34 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (PO WTS). Waste generated shall be properly disposed of on-site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. JOHN F SCHMITT Pase 2 5/31/2016 • Divert surface water from POWTS Area. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. • Final elevations of pump off and invert of distribution pipe; need to be verified for proper pump sizing. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ground level, A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/op eration. 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 S 250.00 / f vjyvrz This Amount Will Be Invoiced. When You Receive That Invoice, Tim Vander Leest Please Include a Copy With Your Private Sewage Plan Reviewer, Division of Industry Services Payment Submittal. (920)492-2214, Monday - Friday 6 am To 3:30 pm WiSMART coder 7633 tvanderle est@wisconsin. gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday -Friday 8:00 am To 4:30 pm JOHN F SCHMITT Pa.-e 2 5/31/2(16 • Divert surface water from POWTS Area. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. • Final elevations of pump off and invert of distribution pipe; need to be verified for proper pump siz' Q. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of s it available for proper treatment. If no other site is available, trees in the basal area of the mound must e cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instruction relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operatio and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permit 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 re dew 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 nd any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, jFee Required $ 250.00 (//hZ This Amount Will Be Invoice . When You Receive That Invo ce, Tim Vander Leest Please Include a Copy With Your Private Sewage Plan Reviewer, Division of Industry Services Payment Submittal. (920)492-2214, Monday - Friday 6 am To 3:30 pm WiSMART code: 7633 tvanderleest@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484 ; Monday - Friday 8:00 am To 4:30 pm MOUND AND PRESSURE DISTRIBUTION COMPONENT D R[4 ~ s /L, INDEX AND TITLE PAGE M l AY s2 0 2016 MAY r Project Name: Benson 4 Bedroom Mound €rIi may. y ~ z~a Owners Name: Rodney & Birgit Benson 01TIONALLY u,~~PRC3VED Owner's Address 439 208th Avenue ,,)F SAFETY AND Somerset, WI 54025 SIGNAL SERVICES itiDir t': Y SER' iCE Legal Description: SE1/4, SW1/4, S21 T31N, R19W Township Somerset JRRESPONDENCE County: St. Croix Subdivision Name: NA Lot Number: NA Block Number Parcel I.D. Number 032-1056-40-000 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 tank specifications Page 8 & 9 Effluent filter information Page 10 Dose tank Specifications Page 11 & 12 Pump specifications and curve Page 13 Plot plan Page 14 Septic tank maintenance agreement Page 15 Warranty deed Page 16 CSM Attachment Soil evaluation report Designer: John Schmitt License Number: 223760 Date: 5/18/2016/ Phone Number: 715-760-0486 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01) 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. 01/01) Version 7.0 (R. 03/2012) Page 1 Mound and Pressure Distribution Component Design Desian Worksheet Site Information _.7 R Residential or Commercial Design Note: Sand fill (0) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 38344-3 in-situ soil treatm ant for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of 36 inches . 600.00 Design Flow (gpd) 9.00 Site Slope 100.43 Contour Line Elevation (ft) 34.001 Depth to Limiting Factor (in) 0.60', In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.001 Dispersal Cell Design Loading Rate (gpd/ft2) 11 Influent Wastewater Quality (1 or 2) Are the laterals the highest p Dint in the distribution Y Pressure Disribution Information network? TFnt r `r` `.I ; C- Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 4s Number of Laterals of the highest point. 0.188: Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft2/orifice 2.00 Forcemain Diameter (in) 100.00 Forcemain Length (ft) Does the forcemain drain back? Y 86.00 a Pump Tank Elevation (ft) Enter or N` 3.25 System Head (ft) x 1.3 16.31 Forcemain Drainback (gal) 14.68 Vertical Lift (ft) 90.53 5x Void Volume (gal) 5.44 Friction Loss (ft) 106.84 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 52.43 System Demand (gpm) 23.37 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 4 i 1.00 , 1.50 x x 1.25 2.00 x 1.50 x x ! 3.00 2.00 x 3.00 x i Gallons/Inch Calculator (optional) Treatment p w_ Information ' Total Tank Capacity (gal) 2000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 750.00; Dose Tank Capacity (gal) !Polylok Filter Manufacturer 20.28, Dose Tank Volume (gal/in) 1525 j Filter Model Nu ber Wieser Concrete Manufacturer Project: Benson 4 Bedroom Mound Page 2 Mound Plan and Cross Section Views JJ . Observation Pipe K A B . z L Mound Component Dimensions A 4.006 ft E 12.48 in H 1.00 ft K 7.69 ft B F 9.50 in 1 9.58 ft L 115.37 ft D in G 0.50 ft J 4.23 ft W 19.81 ft (ftz) Dispersal Cell Area 1558.22 (ftz) Basal Area Available ) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement (gpd/ft Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.72 (ft) G t „ F Dispersal Cell 101.43 (ft) L tern e (ft)--► 100.93 In rt Dispersal Cell Elevation E D r a F 100.43 (ft) Contour Elevation 9.0 % Site Slope Geo#extile Fabric Cover Shading Key a o I Dispersal Cetl See lateral details on l Topsoil Cap o 1.5 ft f~ Page 4 for number, size, Subsoil Cap y o :15 t and spacing of laterals. ©C' ASTM C33 Sand 14 F Laterals are equally 'a Z spaced from the ® Tilled Layer N 0.5 ft Tvp+cal i ateral, distribution cell's © Aggregate o centerline in the _ A distribution cell (Ax B). Project: Benson 4 Bedroom Mound Page 3 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point Laterals are tderdic al P S i Turn-upvdbailvalveor ~FX=.,Ekr2 I riz-)! Laterals &forcenwn Sct740 PVC cleanoutplug } per SPS Table 384.30-5 Holes dolled on the bottom of the lateral Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 49.34 ft Orifices per Lateral 20 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft2/ori ce Lateral Flow Rate 13.11 gpm Manifold Length 3.00 ft System Flow Rate 52.43 gpm Manifold Diameter 1.50 in Total Dynamic Head 23.37 ft Forcemain Velocity 5.35 ftlsec Dose Tank Information Locking cover with warni g label and locking device nd sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC Disconnect 4 in. min. Tank component is properly vented Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacit 750.00 Gallons Volume 20.28 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 20.71 420.08 B 2.00 40.56 C P♦ ump off elevation (ft) 6.75 C 5.27 106.84 D 9.001 182.52 D Total 36.98 750.00 Dose tank elevation (ft) 3" Bedding un er tank. 6.00 Alarm Manuafacturer 'SJE RHOMBUS _ Note Switches Alarm Model Number Tank Alert AB containing mercur may not be used in Pump Manufacturer Zoeller t s system. Pump Model Number 140 v Pump Must Deliver 52.43 gpm at 23.37 ft TDH Project: Benson 4 Bedroom Mound Page 4 Mound System Maintenance and Operation Specifications Service Provider's Name John Schmitt Phone. 715-760-0486 POWTS Regulator's Name I St. Croix County Zoning Phone 715-760-0486 System Flow and Load Parameters Design Flow- Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 2000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 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 ever 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 3 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 ap, 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 Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Benson 4 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, R. 10/12), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual er. 2.0 SBD- 10706-P (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. Ac ess 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 unl ass 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, i 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 t verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mou d shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other th an for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOO,, 160 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 tote 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. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep he 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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I I w to m p „9 titi t ° II C Ir I 2 1 II I I 0 U Q U- D J) Q C1038 w a „96 sv „£S Y z a Page 7 v INSTALLATION INSTRUCTIONS lnnovaeonsinvia in Precast, Drainage A Division of Polylok Inc, PL-1 22/PL-52 51P L-62 5 FILTER InW t iProducts INSTALLATION INSTRUCTIONS 1~ { Center filter i j ry u{ `rP ita{ g ~6 td,~ with Opening S ait , ' fv4~yr ~----^p `Y 1T~ r 1R a W Z ~ f X O 4~ a .a P "e •:y I ka r . 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 CertMed em Fl: NSF/ANSI Standard 46 is positioned so the filter can be housing, making sure the filter removed from the tank for cartridge is properly aligned and 'ROW maintenance and service. completely inserted in the housing. MAINTENANCE INSTRUCTIONS - 1 `Y P k.eA *ts'a7 t :~""fit j ;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 (B) Pull the filter out of the housing. the filter is properly alighed ® (C) Hose off the filter over the septic tank. and completely inserted. USE RUBBER GLOVES Make sure all solids fall back into the (B) Replace septic tank cover WHEN CLEANING FILTER septic tank. Page 8 Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com INSTALLATION INSTRUCTIONS j K lo" Se Wast water Precast Dnrr ura D~lK PL-525/PL-625 FILTER Wastewater Products A A Division of Polylok Inc. PL-122/P1L-525/P1L-625,fEAT (JRES & BEN S 1111111111 1 NSF/ANSI ~Sta dard 46 Features & Benefits: *Rated for 10,000 GPD a PLA 22 = 122 Linear Feet of 1/16" Filtration PL-525 = 525 Linear Feet of 1/18" Filtration t PL-625 = 625 Linear Feet of 1/32" Filtration PL-625 PL-525 PL-625 a Accepts 4" and 6" SCHD. 40 pipe The PLA 22/PL-5 /625 Efflu nt Filt should op rate guilt in Gas Deflector efficiently for sever I years nder no al con tions before requiring clea in is recomme hat the *Automatic Shut-Off Ball when Filter is Removed filter be cleaned every time the tank is pumped or at least every three years. If the installed filter contains an *Alarm Accessibility optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be *Accepts PVC Extension Handle done by a certified septic tank pumper or installer. RECOMMENDED PRODUCTS Polylok PVC Filter =Extension Handle s { ~k. i Risers & Riser Covers Extend & LokTM Riser Safety Screens Filter Alarm Panel and Polylok risers bring your Polylok Extend & LokTM Polylok safety screens SmartFilterTm Control septic tank cover to grade. is a simple, easy to use prevent tragic accidents Switch This allows locating and solution that can extend from happening by children Polylok filter alarm panels servicing your filter easier the inlet or outlet pipe and and pets falling into open and switchs provid a visual and time saving by elimi- make filter and/or baffle septic tank entrances. and audible notification of nating digging to find tank installation a snap. impending filter and tank entrance. Fits 3" and 4" pipe. servicing. For a full list of Polylok products please visit our web site at: www.polylok.com qq Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www$oPylok.com an-%LdW :311. 99tg-gZ~-008 0 \ - OSL4g IM 'N008 N301dW 04 .IMN z LIf10d1SOd A]8 00/00/00 313dDUDD ibnNdw OIld3S w o :6nod-321d „0-,l=„4 t 31b'0S d0M AR NMVHo V3531M z 884-OSLdW cn \ 0 V) m J < z ~ w 0 z m m p (n x JW O O cr D w 0 O OO Pi z V m w Ul) d m v w t- J o J LA Q o mod 0~ o ¢ o I- co W Q Q, d °m o¢ z_ w~ a fZ~ 0 W o z U Vshc F J ZJ2 \ O ¢ M mV f- :R: LL LL> d L- Rx00°O mm Www 0 ° O~ ° Q a o C s: i W c9 a s °o Lo C) W °m~~~~ w¢i <uj 04 o bi z Y D a I~ Q- n e A W O V) F- LLJ (n m m F- N Q a ¢ Q _J V N N < < F- _J Ifs I" < ¢ FwJ- ¢ 0- J m W O z Ul ~ N JWWZ J~ O(! F- Dz~ - Y J° O O \ W~ ¢O Ne' Z Gi ..o~z=°_3❑= °VY °°w a¢. azc¢w w m F °o am Z. 0 a. X z m~M=0m° ¢erc¢a Q~ U zao z L> Mo LLJ Cy J J d o ¢ z >z V)Ii ❑ ? Z J 2 < O< U J w I N N w - w F-j „04 ❑ M ::D ¢ W O d ~ d C3 W d N N i LLJ L) ~w 119 ,L2 d ~cN \ / O ( X o 1 ' w w WI N O J ❑ Z Zti O w „vg (13603a Sd „t5 z w V) Y z H Page 10 SECTION: 2.10.045 /7 /primp 4Z1WTV )1Z1 CE lJJ r ~ FM 12011 O O Supersedes Product information presented ~r a here reflects conditions at time • 0710 of publication. Consult factory regarding discrepancies or inconsistencies. MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 visit our web site: SHIP T0: 3649 Cane Run Road • Louisville, KY 40211-1961 www.Zoellercom (502) 778-2731. 1 (800) 928-PUMP- FAX (502) 774.3624 COMPARE THESE EAWR S 14014140 & 14514145 Cast Iron Series • Durable Cast Iron construction • Model 140 features a Non-Clogging engineered (For Pump Prefix Identification see News & Views 0052) thermoplastic vortex impeller design and passes 1/2" spherical solids f 1 ~t, „ r T kit • Model 145 features an engineered thermoplastic single t r t' E vane impeller design and passes /a spherical solids FOR SEPTIC TANK -LOW PRESSURE PIPE (LPP) • Motor-60 Hz, 3450 RPM, oil-filled, hermetically AND ENHANCED FLOW STEP SYSTEMS sealed, automatic reset, thermal overload protected • Available in both single or double shaft seal designs EFFLUENT JP~`.Y Mq • Carbon/Ceramic mechanical shaft seals OR DEWATERING PUMPS • Assembled with Stainless Steel bolts SUBMERSIBLE ~RA• 1'/z" NPT DISCHARGE Stainless Steel lifting handle Upper sleeve and lower ball bearing running in bath of oil • 20 ft. UL Listed Neoprene cord with molded plug cap and ground wire nnodel io Model BN140 k, • 1'/2" NPT vertical discharge and aN145 and 145 Single Seal Single Seal • BN and BE models include a variable level float _ Pur11ps Put-irips switch and V/2" X 2" PVC adapter fitting Operates at temperatures to 130°F (54°C) in effluent or dewatering applications • Corrosion resistant powder coated epoxy finish 0- ~ . 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. C us Model 4140 and 414,5 Tested to UL Sfandad UL778 ~f arwcamcaalncsa r ~ h DOLINO Seal Standard C22.2 No. 108 Punrips f AZIAIA, POWDER 55 ~ COATED t' MAIL TO: P.O. BOX 16347 TOUGH7' Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road • = ~J Louisville, KY 40211-1961 (502) 778-2731 • 1 (800) 928-PUMP MODELS AVAILABLE FAX (502) 774-3624 • Automatic (Models BN & BE) • Nonautomatic Manufacturers of... • 1 HP, 1 Ph 115V or 230V (14014140) Z • % HP, 1 Ph 115V (145/4145) O 1411T1 ,Z7zllw © Copyright 2011 Zoeller Co. All rights reserved. Page 11 TOTAL DYNAMIC HEAD/FLOW PUMP PERFORMANCE CURVE PER MINUTE"; MODEL 140141401145/4145 75 EFFLUENT AND DEWATERING 22 37;a 65;,6 10 MODEL 140/4140 14514145 45/8 20 65 I Feet Meters Gal. Liters Gal. Liters 60 to 5 1.5 86 326 61 232 O 0 ° 329132 10 3.0 80 303 60 228 + 16 15 4.6 73 276 56 213 0 ~ O sa 20 6.1 66 250 53 201 14 25 7.6 59 223 49 186 1112 N 112 o 's 30 9.1 49 185 45 171 40 12.2 28 106 35 133 ~ u 40 50 15.2 26 99 3s 60 18.3 16 61 t0 Shut-off Head: 50 f6(1 5,2m) 74 ft. (22.6m) 0 30 = to 1213132 Va6 5 150090 1 10 4 5/32 2 SK1524A fi 1151 1101 0 1145 41{0 10 20 30 40 50 7 0 00 GNLONS ® ry r17ER5 0 g9 160 240 320 6 • o FLOW PER MINUTE - FACTORY SPECIAL j~ _ s>t4h u°,r'_3 CONSULT $'~~O APPLICATIONS' 3710 65116 • Electrical alternators, for duplex systems, are available and supplied with an alarm. 4518 I- • Mechanical alternators, for duplex systems, are available with or without alarms. • Control alarm systems are available for 1 phase pumps used in simplex system. See FM0732. ° ° 329132 • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls. ° + • Sealed Qwik-Box available for outdoor installations. See FM1420. ° • Refer to FMO806 for applications above 130*F (54°C), 112 X11112 14014140 & 14514145 MODELS • SINGLE PHASE Control Selection Model Model Volts Mode Amps Simplex Duplex N140 N4140 115 Non 12 1or2 3 E140 E4140 230 Non 6 1 or2 3 BN140 BN4140 115 Auto 12 16118 BE140 BE4140 230 Auto 6 N145 N4145 115 Non 13 1 or2 3 } 4 5132 E145 E4145 230 Non 6 1 or 2 3 + SK15248 BN145 BN4145 115 Auto 13 BE145 BE4145 230 Auto 6 SELECTION GUIDE Single piggyback switch included. 1. For automatic use single piggyback variable level float switch or double OPTIONAL PUMP ;NAND PIN 10-242'1 piggyback variable level float switch. Refer • Reduces potential clogging by debris. to FM0477. Replaces rocks or bricks under the pump. 2. See FM 1228 for correct model of simplex • Made of durable, noncorrosive ABS. "Easy assembly" control panel. Raises pump 2" off bottom of basin. (P"mno% included.) Pipe 3. See FM0712 for correct model of duplex Provides the ability to raise intake by adding control panel. sections of 1'/2" or 2" PVC piping. Attaches securely to pump. A CAUTION Accommodates sump, dewatering and All inftallat,onofcontrols,protectiendeviccsanl VAinfl5hould effluent applications. bc. done by a qualified licensed electrician. All electrical and NOTE: Make sure float is free from obstruction. safety codes should be followiw including the most recent National Electric Code (NEC) and the occupational Safety and Health Act (OW). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2011 Zoeller Co. All rights reserved. Page 12 I PLOT PLAN N Project Name: Benson 4 Bedroom Mound Legal Description: SE114, SW1/4, S21 T31 N, R1 9W P.I.D: 032-105640-000 Subdivision Name: 14 Acre Parcel Lot 10 SCALE: 1" = 50' Township: Somerset Parcel Size: 14 Acres County: St. Croix Contour Line Elevation: 100.43 Cell Dimensions: 6' X 100' 4 inch Sch 40 -ASTM D2665 System Elevation 100.93 Mound Dimensions: 115.37' x 19.81' 2 inch Sch 40 -ASTM D1785 Slope: 11/2 Sch 40 -ASTM D1785 BM1 Elevation: 100.00' To of 2" PVC pipe 0 BM2 Elevation: 100.00' To of existing well See page 4 of Soil & Site Evauation for full ■ Backhoe Pits: Septic Tank: Wieser WLP1200/800-MR w/Pol lok 525 & 625 view of lot Dose Tank: Wieser WLP750-MR I { XtSi lP~L WrLL~XJSTi~U(; H~us r ~ (3r12 (Te F,L2J~1GVr. tJ~ . r k C~AQWIZ ido ~I NO PCs@ / t SeJ~nc naur. Z;' i-i~t~~, 3 r t+U WJPeLY 16-1-;~ sZ~ Ida ~ M ~ r 1-1 x )~sc T-Iys)1` r I t ~ i•t ~O~~wit~ i Y' l.iNs= ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Rodney & Birgit Benson Mailing Addr ss 439 208th Avenue, Somerset, WI 54025 Property Add s 439 208th Avenue (Verification required from Plaruling & Zoning Venari-NeInt for new construction.) City/State Somerset, WI Parcel Identification Number 032-1056-40-000 LEGAL DESCRIPTION SE SW < , Sec. 21 , T 31 N R 19 w, Town of Somerset Property Location ' Subdivision Plat: , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # (before 2007)Volume , Page # Spec house I1yesno Lot lines identifiable El yesOno 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 f n are tnie to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warra y deed recorded in Register of Deeds Office. Number of bedrooms 4 SIGNATURE OF APPLICA (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. 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A , s - -o_- - ( o V 4 ®m NISNODS IM `11M]HWOS '3Ad 41802 6£I7 N a~ m ~e e;- o 3. ~ II ~ b5um - - - wf b~ a~ kd3d~A I as d~~ ; 'I I ~®I - a, B~ pP ~b'or8 I. X63 ag@x~G ~ I L 1, ❑ w& RM j I I I ~ ~ II I I I II; I I F;ll I IIII 7- ~ ' I I Ilul I- oC :!€'g bg~ tldg Somas I I 'aw ~md' .W ~VGb' a~~a u'u I a I ~ a I 1 ~~6 , II ~-z °c %085~~s I I o , lipl + p Qo _ I I N e M I I iui ! luili ~ iul ( um o Wa I __pll I o I I I,Ip ~ .r_I I p a~a ar I ~~m grid "s~ §~m 3 p ar p I _ e py m e§ ti- w b," i ag ~ g~ W ~ I I i ~s Y ~ v U s, p; - k A:, u ~j SP SOIL EVALUATION REPORT - ~c} j .7 #1 P Safety and in accordance with Comm 85, Wis. Adm. Code 1 of 4 $ Profess4,,~S2" 1 - - - Schmitt Soil Testinc. ounty ,teach complete site p~iiT i 11 inches in size. Plan must St. Cr ix include, but not i a~ rence point (BM), direction and - - percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel L . _ __0.32_-10 -40- 00 Please print all information. Revi d By_ Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / Property Owner Property Location ~p Benson, Rodney & Birgit Govt. Lot SE1/4, 1/2, S31, T19N, R Property Owner's Mailing Address Lot # Block # Subd. Name or SM# 439 208th Ave. na 14 Acre Parcel City State Zip Code Phone Number , City Village Town Nearest Road Somerset WI 54025 (907)-687-1543 Somerset 208Th Ave. New Construction Use Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material Glacial till (Arland Series) _ Flood plain elevation, if applicable na General comments Area is suitable for a shallow mound system. System elevation is 100.93' based off a contour line established at 100.43'. Slope of and recommendations: area is 9%. Boring 1 Boring # I Pit Ground surface elev. 100.92 ft. Depth to limiting factor 34 in. F-1 i Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/_ft2 _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0-8 10yr3/3 none sil 2msbk mfr as 2vf 0.6 0.8 2 8-17 10yr4/4 none sil 2fsbk mfr gw lflvf 0.6 0.8 3 17-24 10yr4/4 none scl 2msbk mfr gw lflvf 0.4 0.6 4 24-34 7.5yr5/4 none grcos Osg ml as 0.7 1.6 5 34-47 7.5yr5/4 c2d 7.56/6/8 7. cos Osg ml as 0.7 1.6 56/6/2 - 6 47-64 5yr4/4 c2d 7.5yr6/6 sl Om mfi as 0.2 0.6 - 7.5y /2 - 7 64-74 10yr6/6 c2d 7.5yr6/6 Tfsl Om mfi 0.2 0.5 7.5yr6 2 Boring 2 Boring # Pit Ground surface elev. _ 100.92 ft. Depth to limiting factor 35 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 0-8 10yr3/3 none sil 2msbk mfr as 2vf 0.6 0.8- 2 8-19 10yr4/4 none A 2fsbk mfr gw lflvf 0.6 0.8 3 19-35 10yr4/4 none scl 2msbk mfr gw lflvf 0.4 0.6 - 4 35-66 7.5yr5/4 c2d 7.5yr6/6 grcos Osg ml as 0.7 1.6 7.5yr6/2 5 66-84 5yr4/4 none sl Om mfi as 0.2 0.6 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 4/5/2016 715-760-1978 SBD-8330 (R.07/00) Property Owner Benson, Rodney & Birkit Parcel ID # 032-105640_000 Page 2 of 4 F31 Boring Boring # , Pit Ground surface elev. 99.26 _ ft. Depth to limiting factor 63 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 0-11 10yr3/3 none sl 2mgr mfr as 2m,2f 0.6 1.0 2 11-19 10yr4/4 none sl 2msbk mfr gw 1vf 0.6 1.0 3 19-37 7.5yr5/6 none grs Osg ml cs 0.7 1.6 4 37-63 7.5yr5/4 none grcos Osg ml cs 0.7 1.6 5 63-84 10yr6/4 c2d 7.5yr6/6 7.5~6j2 grcos Osg ml cs 0.7 1.6 - - - - 6 84-96 10yr6/6 c2d 7.5yr6/6 fsl Om mfi 0.2 0.5 7.5yr6/2 Boring F~ ~ Boring # pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *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 GP_D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * 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-9330 (R 07/00) Schmitt Soil Testing, Inc.