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026-1130-22-000 (4)
..Sin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. CfOIX .rety and Building Division INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 600203 Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2992126 Permit Holder's Name: City Village Township Parcel Tax No: michael & Lida TOWN OF RICHMOND 026-1130-22-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: U 1 i (1 25.30.18.882 TANK INFORMATION ELEVATION DAT TYPE MANUFACTURER t (J CAPACITY STATION [il' • ~FS EL(V6 Sept' ( 1 N Benchmark (J o Olaf' 01.65 Dosing Alt. BM I 'Pill,)MIP: 3 ' 1060 a 1 Aerett[fi All n ew rQ V e p I ~ ~ • ac ~5• HQW+Rg MR 14 1 06- 2Gbe I h I4D )A ue L F- 111 St/ t Inlet 9,537 q2 ,32 Ht Outlet-~7 TANK SETBACK INFORMATION 01 Q fm 644,6 _41~2 - o1•8q 92.0 TANK TO / WELL BLDG. Vent to Air Intake ROAD Dt Inlet -I . o Sept* 4 1 / Dt Bottom _11 - (0 S 50 to 13.3e S y9 Dosing 5V ~r Header an. Aeration V ~ ~ ~ / Dist. Pipe Holding c ~ ~ • Bot. System ~ ~ PUMP/SIPHON INFORMATION C Final Grade Manufacturer ~~1.1 I QCiI ~ GPM Demand St Cover K J • jJ ~lQ • - ~.J Model Number \ 51.1 TDH Lift &O I Frictign Los~ Systfern Head TDH Ft 3g S S.Z Forcemain 1 Leng, ( Dia. J1 Dist. to welly.` i 4 o SOIL ABSORPTION SYSTEM BED/TRENCH Width Length N nphe PIT DIMENSIO S No. Of Pits Inside Dom. Liquid Depth DIMENSIONS he v o., SETBACK SYSTEM TO P/L BLDG WELL LAKE/ REAM LEACHING Manufacturer: INFORMATION Type (if $ygtern:_ ND ^ .y~ t CHAMBER OR PM U ,`I I ~ T [t~/1I UNIT Model Numb TION SYSTEM ~ He anifol Distributi y I ► t x Hole Size 0.1 x Hole SAacir~ ( IVP to Air Int e Pipe(s) LJ~ L ~A Length Da Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over w ~I xx Depth of 111 fr xx Seeded/Sodded xx M Iched BedlTrench nt Bed/Trench Edges f G Topsoil 1 J es ~ No es ~ No COMME S: ( Jude code •iscrepencies, persons present, etc.) Inspection #1:' 1 f g01,1- oinspection #2: Location: 1388 141ST~TQS~( i ~y~ ~ ~ ~~r`~~ ~...L ~~„~W~ 1,• : 1.) Alt BM Description - 1 -b c^ _r) WWJ'►~,~~ 2.) Bldg sewer length = ~v'~In 1v ' ~ JoI,CJ f - amount of cover = J~ Plan revision Required? ❑ Yes o L Use other side for additional Informati Date s pctor Signature Cert. N L SBD 6710 (R.3/97) o. ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have inspected the existing septic and/or dose tank presently serving the following residence: (Street address) 1388 141 st Street located at: Nw '/4, NW '/4, Section 25 , Town30 N, Range 18 W, Town of Richmond , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of SPS. 384.25, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service 77 Did flow back occur from absorption system? Yes No (if no, skip next line.) Approximate volume or length of time: gallons minutes Tank Capacity: 1000 Construction: Prefab Concrete x Steel Other. Manufacturer (if known): Weiser Concrete Age of Tank (if known): 15 Years Permit number (if known) 420374 John Schmitt (Ltcei d Plumber Signature) (Print Name) MPRS 223760 (Title) (License Number) MP/MPRS 8/17/2017 (Date) Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 2/2012 Page 16 Of7 a~ f r r.;;E;vl County Industry ervices Division St. Croix 1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) ~l 1 sP"~ `~p17 P.O. Box 7162 ~ /A3 7162 S SE~ Madison, Wl 53707- out4TY ~7-, :,OMMUN~ ary ermit Apph ~0 2State 992126Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission ofthis form to1 r rnmental unit is required prior to obtaining a sanitary permit. Note: Application forms f ubmitted to 'a the Department of Safety and Professional Services. Personal information you provide may be used for secon Same amet Address (if different than mailing address) purposes in accordance with the Privacy Law, s. I5.04(1)(m), Stats. Same. 1. Application Inforn do -Please Print All Information Property Owner's Name Parcel # Bannink, Michael & Lid 026-1130-22-000 as: c~,1 8$a Property Owner's Mailing Address Property Location 1388 141st Street Govt. Lot City, State Zip Code Phone Number NW ''1A, NW '/a, Section 25 New Richmond, WI 54017 (circle one) T30N R18EorW IL Type of Building (check all that apply) - ®1 or 2 Family Dwelling- Number of Bedrooms Subdivision Name Red Pine Corner Block IP ❑ Public/Commercial- Describe Use ❑ City of ❑ State Owned - Deserjbe Use CSNI Number El Village of ~ I -sr- 3 , 3,1`~ ® Town of Richmond III. T e of Permit: (Check onI one box on line A. Complete line B if applicable) J Q A. ❑ New System ®Replacement System ❑ Treatrnent/Holding Tank Replacement Only ❑ Other Modification to Existing Syst P B Permit Renewal ❑ Change of El Permit Transfer to New List Previous Permit Number and Date Issued ❑ Permit Revision ❑ ~ Before Expiration Plumber Owner 420374 12/5/2002 IV. Ty e 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 Pretreatment Device (explain) ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ V. Dis ersal/Treatme t Area Information: a' Design Flow (gpd) Design Soil Application Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 1250 1361.38 95.77' 750 Ratc(gpdst) 0.6 VI. Tank Info Capacity in o 0 0 Gallons Total # of Manu icturer ° ro Gallons Units New Tanks Existing Tanks )ak, 5. L U CA v; iz U ❑ 11 Septic or Holding Tank 750 1000 1750 2 Wi set Co rete ® ❑ El ® ❑ ❑ ❑ ❑ Dosing Chamber 1000 1000 1 Wieser Concrete VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plut r' Si. "cure MP/MPRS Number Business Phone Number ? [ 223760 715-760-0486 John Schmitt Plumber's Address (Street, City, State, Zip Code) 616 150`' Ave. Somerset, WI 54025 VIII. ntY/Deaarrtment Use Only Permit F e Dat Issue Issuin gent Signa re Approved 2), 1 7 Owt fifv'ur Reason for Denial IX. Condi o Disapproval sn crtt rust all a sQ, Icy ' r.+t n ee C% ~ Jj 0k ~6 '4- . 'PK ien! plan prurided by plumbei. M pK ip*k eibl1 crxk I : *nanm. Attach to complete plans for the system a bmit to the County only on paper not less than 8 1/2 x 11 inches in size S SBD 6398 (803/14) ~o f0i /j,~Oco A Page 15 PLOT PLAN N Project Name: Bannink 5 Bedroom Replacement Mound Legal Description: NW114, NW1l4, S25, T30N, R18W P.I.D: 026-1130-22-000 Subdivision Name: Red Pine Corner Lot 22 SCALE: 1" = 50' Township: Richmond Parcel Size: 1.52 Acres County: St. Croix Contour Line Elevation: 95.27 Cell Dimensions: 9'X 83.34' 4 inch Sch 40 -ASTM D2665 System Elevation 95.77 Mound Dimensions: 98.17' x 21.13' 2 inch Sch 40 -ASTM D1785 Slope 4 11/2 Sch 40 -ASTM D1785 AL BM1 Elevation: 100.00' Top of Septic Tank Cover BM2 Elevation: 101.05 Bottom of the siding on the back of the house ■ Backhoe Pits: Septic Tank: 1750 gallon Septic Tank S) + S 2_ Dose Tank: 1000 allon Dose Tank with POLYLOK 525 Effluent Filter ~c J ~ S~. J / /_5 GI`s 7 a ail 5 Z - yV~~ScP, W LP i rJ t~ PaEe 14 DIVISION OF INDUSTRY SERVICES o~"Rr 3824 CREEKSIDE LN ' yam? ti _ HOLMEN WI 54636-9466 Contact Through Relay htt//ds s wi. ov/ ro ramsrndustry-services E*f p www.wisconsin.gov o~O~ssrrna~+ys~ Scott Walker, Governor Laura Gutierrez, Secretary September 20, 2017 CUST ID No. 223760 ATTIC- POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARNIICHAEL RD SOMERSET WI 54025-6920 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/20/2019 SITE: Identification Numbers : Michael & Linda Bannink Transaction ID No. 2992126 1388 141ST St Site ID No. 842146 Town of Richmond Please refer to both identification numbers, St Croix County above, in all correspondence with the a enc . NWl/4, NW1/4, S25, T30N, RI 8W FOR: Description: Five Bedroom Mound System \ Sloping site Object Type: POWTS Component Manual Regulated Object ID No.: 1724081 Maintenance required; Replacement system; 750 GPD Flow rate; 45 in Soil minimum depth to limiting factor, from original grade; System(s): Mound Component Manual - Ver. 2..0, BD R. 10/12); i1er12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P 00 Effluent 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. N No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, DEPT stats. The following conditions shall be met during construction or installation and prior to occupancy or use: PTZOIFESS Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of See. 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made .y[ the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • The existing POWTS shall be abandoned per SPS 383.33, Wis. Adm. Code. • All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • A copy of the approved plans specifications and this letter shall be on-site during, construction and oven to kQection by authorized representatives of the Department which may include local jLV ctors. JOHN F SCH= Pave 2 9/20/2017 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the PO WTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the PO WTS. 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. erard M Swim When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jerry.swim@wisconsin.gov W SMART,code-- 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Bannink 5 Bedroom Mound Owners Name: Michael & Lida Bannink Owner's Address 1388141st Street New Richmond, WI 54017 Legal Description: NW1/4, NW1/4, S25, T30 1, R18W Township Richmond County: St. Croix Subdivision Name: Red Pine Corner Lot Number: 22 Block Number NA "OPJALLY Parcel I.D. Number 026-1130-22-000 ROVED Plan Transaction No. ! LSE o t 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 Existing septic tank specifications Page 8 Existing effluent filter information Page 9 Septic tank 2 specifications Page 10 Effluent filter information Page 11 Dose tank specifications Page 12 & 13 Pump specifications and curve Page 14 Plot plan Page 15 Septic tank maintenance agreement Page 16 Existing tank certification Page 17 & 18 Warranty deed Page 19 CSM Attachment Soil evaluation report Designer: John Schmitt License Number: 223760 Date: 8/1712017 Phone Number: 715-760-0486 Signature: _ t 'Itl 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 (10181) and Pressure Distribution Component Manual Ver. 2.0 S8D-10706-P (N. 01101) Page 1 Version 7.0 (R. 03/2012) Mound and Pressure Distribution Component Design Design Worksheet Site information Note: Sand fill (D) calculations assume a (R or C) RI Residential or Commercial Design Table 383-44-3 in-situ soil treatment for 500.00: Estimated Wastewater Flow (gpd) fecal coliform of 36 inches. 1.501 Peaking Factor (e.g. 1.5 = 150°/x) 750.00 Design Flow (gpd) 4.00 i Site Slope 95.27 Contour Line Elevation (ft) 45.001 Depth to Limiting Factor (in) 0.601 In-situ Soil Application Rate (gpolf) Distribution Cell Information g.00 Cell Width (ft) Dispersal Cell Length Along Contour (ft) ]Cell Width (ft) 83.34+ 1.00 ` Dispersal Cell Design Loading Rate (9pdlff) Are the laterals the highest point T 1 I Influent Wastewater Quality (1 or 2) in the distribution _ Y network? Enter Y _ or N Pressure Disribution Information (C Or E) C Center or End Manifold If N above, enter the elevation 3.00 Lateral Spacing (ft) of the highest point- 6 ` Number of Laterals 0.156; Orifice Diameter (in) 7 81 ft~ 2.50j Estimated Orifice Spacing (ft) /orifice 2.001 Forcemain Diameter (in) Does the forcemain drain back? i Y 80.00 Forcemain Length (ft) Enter Y or N 85.001 Pump Tank Elevation (ft) P4.241 System Head (ft} x 1.3 13.05 Forcemain Drainback (gal) 112.64 5x Void Volume (gal) Vertical Lift (ft) 125.69 Minimum Dose volume (gal) Friction Loss (ft) 51.70 System Demand (gpM) 0.00 In-line Filter Loss (ft) 19.15 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. o tions choice 1.25 0.75 1.50 1.00 - - 2.00 x x _ 1.25 x 3.00 1.50 x x 2.00 x i _ . 3.00 x Gallonstlnch Calculator (optional) _ - Total Tank Capacity (gal) Treatment Tank Information ;Total Working Liquid Depth (in) 1750.00 Septic Tank Capacity (gal) L__ gal/in (enter result in cell B49) Wieser Concrete Manufacturer Dose Tank Information Effluent Filter Information POLYLOK Filter Manufacturer 1000.00: Dose Tank Capacity (gal) 525 Filter Model Number 27.83 Dose Tank Volume (gal/in) Wieser Concrete;Manufacturer page 2 ~ I Proiect. Bannink 5 Bedroom Replacement Mound i Mound Plan and Cross Section Views T J yy 1/10 ~B Observation Pipe l T. I K A •5- W .l' B. z . L Mound Component Dimensions 7.42 ft A 9.00 ft E 1I in H 1.00 ft K B 83.34 ft F in z 7.34 ft L 98.17 ft D 6.00 in G ft J 4.80ft W 21.13 ft 750.06 (ft) Dispersal Cell Area 1361.38 (ft2) Basal Area Available Linear Loading Rate 8.33 (ft) 1/10 B Obs. Pipe Placement 9.00 (gpd/ft) Mound Cross Section View Aggregate Dispersal Area Finished Grade 97.56 (ft) -P- H . ft) Lateral 96.27 I (ft) Invert F Dispersal Cell a 95.77 ft}-► ~ Dispersa CeII Q D Elevation f ~k- 4 95.27 (ft) Contour Elevation 4.00 % Site Slope Geotextile Fabric Cover Shading Key I Dispersal Cell See lateral details on 1.5 ft _ Page 4 for number, size, 1 [ Topsoil Cap o C Subsoil Cap v, o and spacing of laterals. 0 : : Laterals are equally © ASTM C33 Sand F spaced from the ' Typical Lateral. distribution cell's ® Tilled Layer = N H0.5 ft distri Aggregate o centerline in the distribution cell (AxB). © A Page 3 Project: Bannink 5 Bedroom Replacement Mound i Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are identic al s y T ~ ~ P S •=Turn-up v.; ball valve or ~rx-~I~xl2I "'1241 Laterals&forcemainSch40PVC cleanoutplug per SPS Table 38+1.30.5 Holes drilled on the bottom of the lateral Number of Laterals 6 Orifice Diameter 0.156 in 2.64 ft Lateral Diameter 1.50 in Orifice Spacing (X) Lateral Length (P) 40.92 ft Orifices per Lateral 16 Lateral Spacing (S) 3.00 ft Orifice Density 7.81 ftz/orifice Lateral Flow Rate 8.62 gpm Manifold Length 6.00 ft System Flow Rate 51.70 gpm Manifold Diameter 2.00 in Total Dynamic Head 19.15 ft Forcemain Velocity 5.28 ft/sec Information Dose Tank cover with warnin Locking 9 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 Wieser Concrete Manufacturer 2 in. Capacit 1000.00 Gallons - T Volume 27.83 gal/inch A Weep hole or anti- Dimension Inches _ Gallons B siphon device A 18.42 512.52 C B 2.00 55.66 1 Pump off elevation (tt) C 4.52 125.69 T 85.92 D 11.00' 306.13 D Total 35.93 1000.001 1 Doa se tank elevation (ft) 3" Bedding un er tank. 85.00 Note: Switches Alarm Manuafacturer ,SJE Rhombus { Alarm Model Number 1036378 containing mercury may not be used in Pump Manufacturer Zoeller this system. Pump Model Number 1140 Pump Must Deliver 51.70 gpm at 19.15 ft T D H Project: Bannink 5 Bedroom Replacement Mound Page 4 Mound System Maintenance and Operation Specifications Service Provider's Name John Schmitt Phone; 715-760-0486 POWTS Regulator's Name F St. Croix County Zoning Phone' 715-760-0486 System Flow and Load Parameters Design Flow - Peak 750 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 500 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1750 gal Maximum TSS 150 mg/L Soil Absorption Component Size 750.06 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 ins ect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 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 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 Plug or Ball Valve 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Distribution - Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Bannink 5 Bedroom Replacement Mound Page 5 Mound System Management Plan Pursuant to SIPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SIPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01, R. 10112), SSWMP Publication 9.6 (01181), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01/01, R. 10112)] 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, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume o the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. d the 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 System from frost p mound's peri net r,a and (other and shall be No trees or shrubs should be planted on the mound. Plantings may be pmade around seeded and mulched necessary to prevent erosion and to provide so ion may hinder aeration of the infiltrative surface within the not recommended since sail compact y to that the vegetative maintenance) on the mound is r will promote frost penetration. Cold weather installations (October-February) dicta mound and snow compaction in the wrote mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continaencv 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 a, and regulator and servicerprrovride operating condition. rela telephone number o yodur lnecessary to ocal POWTS brin( and meSlee P age 5 o dthii pplan for threp e name asaid Pretreatment Units attached asdseparate ldocuments a and aretco and maintenance for pretreatment devices such as aerobic considered part of the overall management plan for this sy tm treatment units or disinfection The information units are Page 6 Project: an--OW[dw 3nld 98 b8-5Z~: -008 ° \ OSLtiS IM 'NQOa N301VW OL lMH Sn 9lL M z :anod-isod 31v0 00/00/00 :31Vo -lt/f1NdW OIld3S ^38 W o anod-3ad 37dos 31383110 13531M doM ~e NMdaa ?0-00OIdIM TLIJ ui w -1 H Q a ° m O 0 w w t=J) a W J W 0 = T Q m (n z° Do W O ° w CL o (n O O ~ F ~ H w S a> w o Z prOO t%OH 0~ ~ X~ U Zw H O o o Z a w ~C F-- UM od a~U oo m~ Zo 3 LL > G w -7 0- L ¢ d~y~~yJJ p m~ JWW C7 (Ory` _ Z ¢ a 0 U i7 > r r fn J 1 LL ° fn M r Y 4 F-~- U ~~O ~Mm w i mwN n U O <z co a 0 x ° O U) N V) t- N Q 00 p J ~ U1 ~ U r F d' F-r O M F- I F- Q n w 0 Z Q W Nw NQd Jr. ¢Q W r Oa cnz °Z Y~ r ~U) r °x ZLLI FI-U F-!V)N F- Y2U (Z.~ Wo ~O Q- Q- dw°°z =cnF DZW ZF J v wv ow (n J ENO 6~ _F=~ '3p= pc) °O F d F- Wa ° m0 < ~U Y °ao oQWw°~L0 ¢.r0 a~° ~ ° auwi ~x o0 ZOQ Z U Z w w 5 J Q Z >Z 0 Z Z S °J OUFa--. U J Q W (n I Q W Z DI ° ~ U 0O a W d a_ C _ Q oc ~ N o \ 3 Q V) J II _W ~ p w "9c 112 ui w o I o I w 1 ~ ~ w d /x O 11 / I I I ( W Lij O F- 0 J u.. Z) z a °98 03aJOD3a Sd a V) Y z a F- Page 7 1 ! eta#4 ~Y ~ ! A Ott :~1 Sa' s Filte s r r ff IN, + + + ;11r+ fib. 3C~ Il ~ d r s ~ ; 7 l - A1 3 w ht u f "1 d and tsm t ! _`r- ~Ir I~Euf~ .f or]k 1,-!:11j!1 L? 1 ~.ht, 1jb,'{ r g; yE:{ ) dr In? :q€ c:.! .JIIJ f ..f.: IS SdCt ..tj,i. S S. r- 45 '.r~ 'rc . _ .:'iY.:.~;c' ~ e~~ •n, ^.i:l tt', il:i' } Y 5 1w q 4. ~fh `Y 3 01, M ur4 t 3t . t Y' L t Y STEP STEP 4 era ~13v~~ x r ff r.. r Fy fr, t 1'. _ ._t .r , Y.~. ..:I •"i~.~ _^7~ -j ~.f1 ~'~.i f~ `I'.:( !t•. CZI For 1.i fvoo ZAIE"E1_ Z0N P • 1-800-221- 5742 • Or Ordov tonne: t~>~s~~.zaf~etzcsr~~.ccra~ Pa>?e 8 an-osca%+ ~3nld 9~~8-~Z~-008 C5z ~ :31N0 00 0000 3140 09L19 IM 'Y002! N301dW OL AMH Sn 9lLiM -IynNVN OIid3S w p ~3~ \ :anod-lsod 31380!!0~ 53'm anod Sad :3~d0S daM >e NMVao O-09Ld-M w ~ HQ Ljj d C) L a p o ~ cr Vl CL LIJ = LL) a z Qo Z p v)aywo Q Q w a- ° d o Q I- Z o o Z o wO mop v H Q Q o om °z-i m~ z 3 LL. a G C 0 J J O d lip Q ° O G w V Q ~pW Z n O~ V ¢ a o -L 0 :5 cy 00 C~O OOW dQ O 0 lL a a' ww O vi J 1 o (f) 00 L) r cs Z V) V) Y I\ W oo~It M~ W¢ mWN O 04 V) Z U0- O d pd Q x w p V) (j (n - N d w 00 p 0 Z (n ~ ^ Ng NQQ~.J ~ _ WJQU ~Zkd jj - y}- QJO Z ( = z ZO J M x "J S W tD h- I (n h V= 0 p\ W (n < I-Y 1-i `tWWLLJ OBI- pZG; V Z-lF U) W V p~ p= N J W O W O w Q QW w m p U z to ..OE~y~pV(Yn pC d ~~tJ p Z CL xx N ZJ.~ ° o z x ¢ Z § o c~ c~ c~ p ca a U) o Q OdOOQWpwO-9 < (D dc$.. Zd0 Z U Oly I-' z3mUM=OM-j 0 p D Y F- F- 6 W J J Z O O O Z Od Z _p Z 1d- OF U J Q U) (n I ~ d Z I w N rl of Q w V Q O a p0 w p ~ CL i. N N I l uj 5 d 0 0 j ~w m „9 I~ L ~I s I Q o I Ln X C14 0 M O N r z Li v a w D cidinN3 J Sd < w tr d In Y Z H Page 9 !tic, 1 itmr mF stlhtto { t w r r "er- - Zabel' A D.vision of f olylol, Inc. The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave dhe tank. Rated for 10,000 GPD (gallons per day). ' Alarm Switch ED) (Optional) 1®~®®0 B 525 linear feet of 1/ 16" filtration. Accepts 4" and 6" SCHD 40 Accepts "1" PVC pipe. Extension Handle Built in gas deflector. Automatic shut-off ball when filter is removed. Rated for Alarm accessibility.' 10,000 GPD Accepts PVC extension handle. t i t t Ideal for residential and commercial waste flows up to 525 linear Ft. a... a ,i of 1/16„ 10,000 gallons per day (GPD).' y Filtration Slots 1. Locate the ou det of the septic tank. 2. Remove the tank cover and pump tank if necessary. Accepts 4" & 6" 3. Glue the filter housing to the 4" or 6" outlet pipe. If SCHD 40 pipe 1 the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. 5 Replace and secure the septic tank cover. F GIIANSI Standard 46 utg- cc: The PL 525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified ~ Gas Deflector 1 septic tank pumper or installer. Automatic 1. Locate the outlet of the septic tank. Shut-Off Ball 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL-525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. Polylok, Zabel lip::~ Za sbel t,7a & Best tst filters acc acclters :ept Easily installs ttaalls lls 7. Replace and secure septic tank cover. the SmartFilte switch and alarm. into existing tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com Page 10 150 Series - Zoeller Pump Company Page 2 of 3 N1 fJ y E (https://fdn.gleapahead.com/tools/360025-63.gif X ~i - w h LU PUMP PERFORMANCE CURVE MODEL 151/152/153 50 1 14 45 153 61$ 60-F 1 Feal:urE N ureI and BenE 12- 40 ~ mdnts ~w 35 10 152`, T "INN MODEL Icy 30 3 Product Modem g 151 j 25- PERFGRIo i w- 6 20 - Models 151//Aa i PerformancE 10 DIME14S 2- 5 Model 151 (1 3 Models 1152/ 0 Optional 'Pur 1 20 30 40 50' 60 70 80 90 100 GALLONS ~ CAUTIOI LITERS 0 40 80 120 160 4 240 280 320 360 FLOW PER MINUTE 014508 All installation of controls, protectioP88V calaaala?in8 ould be done by a qualified licensed electrician:-All electrical and safety codes should-b~-followed-i-rrciuding the most-recen~ National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). http://www.zoellerpumps.com/en-na/product/382-150-series 11/15/2017 Page 15 PLOT PLAN N Project Name: Bannink 5 Bedroom Replacement Mound Legal Description: NW114, NW1/4, S25, T30N, R18W P.I.D: 026-1130-22-000 Subdivision Name: Red Pine Corner _ Lot 22 SCALE: 1" = 50' Township: Richmond Parcel Size: 1.52 Acres County: St. Croix Contour Line Elevation: 95.27 Cell Dimensions: 9' X 83.34' 4 inch Sch 40 -ASTM D2665 System Elevation 95.77 Mound Dimensions: 98.17' x 21.13' 2 inch Sch 40 -ASTM D1785 Slope W 1112 Sch 40 -ASTM D1785 BM1 Elevation: 141 00.0' To of Septic Tank Cover 0 BM2 Elevation: 101.05 Bottom of the siding on the back of the house ■ Backhoe Pits: Septic Tank: 1750 gallon Septic Tank + 5 7 Dose Tank: 1000 alion Dose Tank with POLYLOK 525 Effluent Filter ~S J V l e~~ 021d ~J 2~ ~ ~ ohN / ✓ r 51 _ ~1) 1 c> & 16) C0 790 W-i = t r_) ~ 'tom riot=''~t Pace 14 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Lida & _Michael Bannink Mailing Address 1388 141st Street Property Address 1388 141 st Street (Verification required from Planning & Zoning Department for new construction.) CityiState New Richmond, WI Parcel Identification Number 026-1130-22-000 LEGAL DESCRIPTION NW , NW ,Sec. 25 , T 30 N R 18 W, Town of Property Location /4 1/4 > Subdivision Plat: Richmond Red Pine Corner Lot# 22 Volume Page # - Certified Survey Map # ~ _ (before 2007)Volume Page - Warranty Deed.# Spec house cyesCrto Lot lines identifiable Elyes[]uo 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 113 futl 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 Serv ices 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 Country Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements lirranty this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a deed recorded in Register of Deeds Office. Number dror s _5 DATE ~ SIGNATU OF APPLICANT(S) *"''-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 fi-om the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. t ltLv. 04/12) Page 15 Departs of asp Safetni~.t IL EVALUATION REPORT #1898 $ F 07T dance with Comm 85, Wis. Adm. Code Page -,--l ----of 4 Y2JC7TPDH1 Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8Yx 11 inches in size. Plan County include, but not limited to: vertical and horizontal reference point (BM), dir St. Croix percent slope, scale or dimensions, north arrow, and location and di arest road. Parcel I.D. 026-113 22 00 Please print all information. Review By fzeo Personal information you provide may be used for secondary purposes rivacy L , Alto4 (1) 0 Property Owner ro Yopp, Craig & Dixie ® 1/4, N /4, 5, T30N, R18W Property Owner's Mailing Address Block # Subd. Name or SM# 1388 141 St. Street 22 1 Plat Of Red ine Corner city State Zip Code Phone Number City Village Town Nearest Road New Richmond WI 54017 715-246-6515 Richmond 141St Street New Construction Use: Residential / Number of bedrooms 5 Code derived design flow rate 750 GPD Pa! Replacement Public or commercial - Describe: Parent material Glacial till Flood plain elevation, if applicable NA_ _ ft. General comments Area is suitable for a mound system. System elevation is 95.80' based on a contour line established at 95.27'. Slope of area is 4%. and recommendations: Depth to limiting factor is 45". Borings 1-6 were completed by Gary Steel & Jim Thompson in previous soil tests. Boring F] Boring # Pit Ground surface elev. 95.90 ft. Depth to limiting factor 55 /in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. r Eff#1 •Eff#2 1 0-20 10yr3/3 none sl 2msbk mfr as 2f,2vf 0.6 1.0-- 2 20-41 7.5yr4/6 none grsl 2msbk mfr gw lf,lvf , 0.6 1.0 3 41-50 7.5yr4/4 none grsl imsbk mfr gw lf,lvf 0.4 0.7 4 50-55 7.5yr4/4 none grsl Om mfr as 0.2 0.6 5 55+ 10yr7/4 LIMESTONE BEDROCK 0.0 0.0 Boring # Fil 1; Boring Pit Ground surface elev. 95.05 ft. Depth to limiting factor 62 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots _ GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 1 0-19 10yr3/3 none sl 2fsbk mfr as 2m,2f 0.6 1.0 2 19_26 10yr4/3 none sl 2msbk mvfr gvv 2f,2vf 0.6 1.0 - - - - 3 26-42 7.5yr5/6 none grls icsbk mvfr cs 2f,2vf 0.4 0.7 4 42-62 10yr5/6 none grs Om ml as 0.2 0.6 - - - c2d 10yr6/8 5 62-73 10yr5/4 10yr6/2 sil imsbk mfr 0.4 0.6 - - I Effluent #1 = BOD5> 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 ZrDate 227429 Address Schmitt Soil Testing, Inc. Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 7/13/2017 715-760-1978 S13D-8330 (R.07/00) ~tlltY Property Owner YWp, Crate&_Dixie- Parcel U#-QM-1130-22-000 Page 2 _of 4 Boring F-91 Boring # Pit Ground surface elev. ft. Depth to limiting factor 55 in. - - ---5 - 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#t 'Eff#2 1 0-28 10yr3/3 none I 2fsbk mfr as 2vf 0.6 0.8 2 28-42 10yr3/3 none sil 2msbk mfr CS 1vf 0.6 0.8 3 42-55 10yr4/6 none grsl imsbk mfr as 0.4 0.7 4 55-75 10yr5/6 c2d 10yr6/8 grs Osg ml - - 0.7 1.6 10yr6/2 - - - - Water seeping from pit wall at 68". -l v Fio Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor 45 _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2 1 0-18 10yr3/3 none sl 2fsbk mfr as 2vf 0.6 1.0 2 18-32 10yr3/2 none sil 2fsbk- mfr gw m,2f 0.6 0.8 3 32-45 _ 7.5yr4/6 none scl 2msbk mfr gw 1Vf ! 0.4 0.6 4 45-55 7.5yr4/4 c2d 7,5yr6/8 grsl 2msbk mfr gw 1Vf 0.6 1.0 7.5yr6/2 - - 5 55-62 10yr5/3 m2d 7.5yr6/8 sil imsbk mfr 0.4 0.6 .5-yr6/2 - - I Boring li Boring # Pit Ground surface elev. 102.67 ft. Depth to limiting factor 48 in. - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture ! Structure Consistence! Boundary Roots GP_D_/_ft2 in. Munsell Qu. Sz. Cont. Color j Gr. Sz. Sh. `Eff#1 'Eff#2 1 0-13 10yr3/3 none sl 2fsbk mfr as 2m,2f 0.6 1.0 2 13-29 - 10yr4/6 none grls lmsbk mfr gw 1Vf D. 7 6 3 29-37 7.5yr4/4 none sl Om mfi cs 1Vf 0.2 0.6 4 37-48 10yr4/4 none s Osg ml as 1Vf 0.7 1.6 5 48-58 7.5 r4 6 c2d 7.5yr6/8 Y / 7 5yr61_ scl imsbk mfr cs 0.2 0.3 - 6 58-78 5yr4/4 flf 7.5yr6/7.516'/2 sl Om mfi 0.2 0.6 - - ---a------- Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <-1 50 mg/L ` Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R 07/00) Schmitt Soil Testing, Inc. Page 3 of 4 t Conducted by: Conducted For: Schmitt & Sons Excavating, Inc.. Name: Craig & Dixie Vopp Thomas J. Schmitt, CST 227429 Address: 1388 141st St 586 Valley View Trail City, State, Zip: New Richmond, Wt 54017 Somerset,Wl 54025 Phone: 715-760-1978 PID: 026-1130-22-000 Signatu Lot No. 22 Red Pine Corner Date Legal Description: NW1/4 NWl/4 S25 T30N R18W ® Backhoe Pit Township, County: Richmond, St. Croix County ® Bench Mark 1 El. 100.00' Top of Septic Tank Cover D Bench Mark 2 El. 101.05' Bottom of the siding on the back of the house Slope= 4% Scale 1"= 50' Contour Line El. 95.27' Contour Line Length 80' NOTE: For full view of Lot see Aerial Photo (Page 4 of 4) Nora: k'4156-rn &'4(z0'GWs MA-. tSa~~ ou G~~e i r m m s (0 U U Boa ocQ m ° in o. 2 Q N O O a ` m 3 ,n 0 ` h N O 'C V1 3 L V O C C rv m m C N V d % O V 9 L O L N m Z ~t f...,~~.~[ '6t eJ O C p U1 ; OJ $ p m N v v ttl /X C ¢ a c m m° ° d m= v c a 9 0 V U G 3 o Elm •M 'm" lxG o 'G d U L t0 N U O p 7 m O m c K O o r ® N t N L. U H r- U > rn U O K 5 (n U U 3 F- t .o V Lu y.. O ~m n y J > U~p cf, r e 7. kh tot _ , It _ 4 R m -4 1 .t- P a B fit 00 F Ahw 3 r _ xk c ~ ~ 1 Z :t. a . rte: ~ 71 ,o- .s 1581 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of - Division of Safety and 0uildings 0/9r 77 9 -r 8'-0 L- A C.E. Soil & Sole Evaluations in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 026-1130-22-000 Date Please print all inforrrration. #ty Z/OS" OZ Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 1 Property Owner Property Location Miller, Sam Govt. Lot NW 1/4 NW 1/4 S 25 T 30 N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# P.O- Box 151 22 Plat Of Red Pine Comer city State Zip Code Phone Number J City I Village a Town Nearest Road Hudson WI 54016 (715) 386-2769 Richmond 1388 141St. Street 16 New Construction Use: ~ Residential / Number of bedrooms 3 Code derived design flow rate 450 GIRD Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, I applicable na General comments and recommendations: Soil evaluation completed to expand area evaluated by Gary Steel 11/15/00. Install three trenches at 96.70' using 39 leaching chambers. Boring # - I Boring 82" 0 Pit Ground Surface elev. 99.46_"__ ft. Depth to limiting factor _ __in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' `EW `Eff#2 1 0-11 10yr3/2 none sl 2fsbk mvfr cs 2fm,ic 0.5 0.9 2 11-28 10yr4/4 none gr sl 1 msbk mvfr gw 2fm,1 c 0.5 0.9 3 28-52 10yr4/4 none sl 2msbk mvfr gw 1fm 0.5 0.9 4 52-82 7.5yr4/4 none sl 2msbk mvfr cw If 0.5 0.9 5 82-97 5yr4/4 f2f 7.5yr5/8 sl 1 msbk mvfr - - 0.4 0.6 j 3t ~8 ld~-.o I Boring i # 1 Boring / Pd Ground Surface elev. 101.71 _ ft. Depth to limiting factor -_>108 in. Soil Application Rate Boundary Roots GPD/ft? Horizon Depth Dominant Color Redox Description Texture Structure Consistence ~ i 'Eff#1 •Eff#2 1 0-9 10yr3/2 none sl 2fsbk mvfr cs 2fm,1c 0.5 0.9 2 9-18 7.5yr4/6 none grsl 1msbk mvfr gw 2fm,1c 0.5 0.9 3 18-57 10yr4/4 none sl 2msbk mvfr gw 1fm 0.5 0.9 4 5290- 7.5yr4/4 none sl 2msbk mvfr cw if 0.5 0.9 5 90-108 7.5yr4/4 none $l lmsbk mvfr - - 0.4 0.6 " Effluent #1 = BOD 5> 30 < 220 mg/L and TSS > < 150 mg/L • Efauei~W = BOD S.30 mg/L and TSS <_30 mg/L CST Name (Please Print) Sign re: CST Number James K. Thompson S4 3602 Address A.C.E. Soil & Site Evaluations ;rDa e Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 540 9/3/02 715-248-7767 Gary st« i ♦ Ele✓~~ p f7~oposec{ 3 b(drool,, /'<sr'drKCC. t}tE.B.rt..To of/"P.VC.P;pe. E~ = / Co. sz~' a.5. A o ~ Oo. v~ o pp • C. s. -1 perlc.~t~~'1~~ Tp off'/.p✓.C,~~. D f{ssccmu!¢ky- =/C~•~.^ G.S,-3 03' S F 'IN r~ Cg AO O, zofz T Wisconsin DeDartment,of Commerce SOIL EVALUATION REPORT Page - _ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location anddistance to nearest road. Please print all i oimation. R viewed by Date 0 Personal information you provide may be used for econodry purpos*Privacy Law, s. 1 04 (1) (m)). , I -Zto-z- Property Owner Propdity Location Oakwood Land Develcgneni- Gdvt_ Ot NW 1/4 NW 1/4 S 25 T 30 N R 18 *(or) W V Loi Block # Subd. Name or CSM# Property Owner's Mailing Address- i 1611 T Cf2C!X ;-9 _ Red Pine Corner City State Zip Code one NumtWOU , Village [3jTown Nearest Road tNGUCF{CE ,Spring Lake P k 55432 6 0-4996 (:;a New Construction Use: EO Residential / Numbeer bQdrb9Mk Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _ Flood Plain etevation if applicable ft• General comments and recommendations: trenches starting @ el. 98.70', spaced to code 4.00' below grade F -,I Boring # F~ Boring ® Pit Ground surface elev. 102' 4 ft. Depth to limiting factor +88 in. Soi{ A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0~8 10 3/3 n 2 -31 4 48-88 Boring # Boring 2 Pit Ground surface elev. 1 02.7 ft. Depth to limiting factor +90 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 2 10-2 7-5yr 414 ncmp 1 C; agg mfr 9W if .7 11-2 3 21-90 5yr 4 I i Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L uent #2 = BOD < mg/L an TSS < 30 mg/L CST Name (Please Print) Signature ST Number Gar L. Steel k98 Address ate vat lion Co cted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11-15-2000 715-246-6200 I I Property Owner (lakwc od T,anc3 ik?y, Parcel ID # Pending , Page 2 of 3 Bod # ❑ Boring 3 Ea pit Ground surface elev. 100' 2 ft Depth to limiting factor +84 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff in. Munsell Qu. Sz. Cont Color Gr. Sz- Sh. 'Eff#1 'Eff#2 bk mfr 2f .5 .8 2 8-21 7 4/4 none is os ml 1f .7 1.2 sl ms 2msbk mvfr na .5 .9 -3 21-84 Syr 4/6 none 43 S/ Boring # ❑ Boring 100.2 4 ® 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 2msbk mfr 2f .5 .8 2 -16 10 4/4 none sicl 2msbk mfr if .4 .6 3 16-80 5 4/4 none sl 2msbk mfr na .5 .9 4 80-98 10 7/4 none L' tone Re iduum n n Irk 8 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i Effluent #1 = BODS > 30 < 710 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 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-&W) STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 NWJNW'' S25-T30N-R18W New Richmond, WI 54017 MPRSW-3254 town of Richmond (715) 246-6200 lot #22-Red Pine Corner `ibis soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. L, 1"=40' /BM.= top of 1" pvc pipe 2 el. 1DI-GQ ' -Alt. BM.= top of 1" pvc pipe @ el. 100.50' Q. ?fir o a 4¢o jb o-~ U c~ rho Gary L. Steel 11-15-2000 0 oar °w amo C, 00 i~ c U ~ o.a `m c m m N E m 1° m° o. 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