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030-2068-80-000 (3)
Land Use ST C R O IX C QipNTY Planning & Land Information Resource Management Community Development Department 6/6/2017 John & Kristen Johnson 187 Riverview Acres Road Houlton, WI 54082 RE: Conditional Approval: Land Use Permit, File# LUP-2017-020 Project Location: 35.30.20.609W, Town of St. Joseph PID 030-2068-80-000 Project Address: 187 Riverview Acres Road Dear John & Kristen Johnson, Community Development staff have reviewed the Land Use Permit application for the replacement of the Private Onsite Wastewater Treatment System (POWTS) within the Lower St. Croix Riverway Overlay District, Chapter 17.36. The request has been conditionally approved based on the application submission and the following findings. • The proposed land disturbance will be less than 10,000 square feet outside of the slope preservation zone and greater than 40 feet from the slope preservation zone. • The existing system that has failed will be abandoned per SPS 383, WI Admin. Code. • The property received the Sanitary Permit #597358 and coverage is valid for two years. Based on these findings, approval of the Land Use Permit is subject to the following conditions: rr, 1 yeasures . Croix County reserves t \uv ty he right to require additional sediment and erosion control \ (A` to be installed if found necessary due to site-specific concerns. ^ 2. Phosphorus fertilizer shall not be used to establish and/or maintain vegetation unless a eo ` soil test confirms phosphorus is needed. ~\1 3. It is the applicant's responsibility to secure any other required local, state or federal permit(s) and approval(s) prior to land disturbance activity. 4. Failure to comply with the terms or conditions above may result in the revocation of this ~Q ooC permit by the Zoning Administrator according to Chapter 17.36 J.8.b. ~v This approval is subject to the conditions listed above; it does not allow for any additional construction, structures, grading, paving, filling or clearing of vegetation beyond the limits of this request. Your information will remain on file at the St. Croix County Community Development Department suite. It is your responsibility to ensure compliance with any other local, state, or federal permitting or regulations, including contacting the Town of St. Joseph and the Wisconsin Department of Natural Resources to inquire if additional permissions are required. Phone 715.386.4680 Government Center, 1101 Carmichael Road, Hudson, WI 54016 Fax 715.386.4686 www.sccwi.us cdd www.facebook.com/Stcroixcountywi cdd@co.saint-croix.wi.us • Land Use S 1 . C R O IX U:f TY Planning & Land Information EResource Management Community Development Department This permit is valid for one year, with the possibility of up to two (2) six-month extensions if the applicant submits the appropriate permit extension fee and documentation to the Zoning Administrator. A copy of the Land Use Permit placard should be submitted to the local Building Inspector for the town upon application for the building permit. The orange placard must be posted on the job-site and visible from public view. Please feel free to contact me with any questions or concerns. I am typically available Monday- Friday from 8:00 a.m. - 5:00 p.m. if you would like to discuss this permit approval letter. Respectfully, Sarah Droher Land Use Technician II cc: File ec: email a;tov~ne~fstjase~aE~acc r7f 1oijniohnson3j57, rDhatrnail.corn / j.)lrn-Co~sc Ptri-)itttand_sonsexcavatirrpcorTI/ enclosure: Site plan Phone 715.386.4680 Government Center, 1101 Carmichael Road, Hudson, W/ 54016 Fax 715.386.4686 www.sccwi.us/cdd www.focebook.com/stcroixcountywi cdd@co.saint-croix.wi.us PLOT PLAN N Project Name: Johnson 4 Bedroom Replacement Mound Legal Description: SE114, SE1l4, S35, T30N, R20W P.I.D: 030-2068-80-000 Subdivision Name: River View Acres Lot 0 SCALE: V = 60' Township: St. Joseph Parcel Size: 3.030 Acres County: St. Croix Contour Line Elevation: 99.15 Cell Dimensions: 7' X 85.72' 4 inch Sch 40 -ASTM D2665 System Elevation 99.90 Mound Dimensions: 101.60'x 20.04' 2 inch Sch 40 -ASTM D1785 Slope W 3 1112 Sch 40 -ASTM D1785 A BM1 Elevation: 100.00' To of 1-1/4" PVC pipe BM2 Elevation: 104.40' To of garage floor at east door ■ Backhoe Pits: Septic Tank: 1200 gallon Septic Tank Dose Tank: 800 gallon Dose Tank with POLYLOK 525 Effluent Filter Q lti1 I ~~~c ~ ` (t3 \ e c)0~ ~Chl SID PVC F © N c E f►1 is 1J f-Zc)0/U0 5e,0'ri(~ ll~Sr GA A66 DRIVE- \ 14 .1 Z W,` 5CI4 '-/V PVC WeLL CA I_X!`;~IAJ(, :iI~STi 111 7(7 Page 11 P(** I File • LAND USE PERM ce Use Only Y%- e ` APPLICATION '6 J 52r,f 7 Revised may 2016 ORO S*r APPLICANT INF0400iiDZVj~ Oo Property Owner: JohnSchmitt John & Kristen Johnson Contractor/Agent: View Trail 586 valley 187 Riverview Acres Road Mailing Address: WI 54025 Mailing Address: Somerset, Houston, Wisconsin 54082 715, 769-488 Daytime Phone: C _L:!_) Daytime Phone: ( ) 6 715 760-048C 651 271-3978 Cell: (=J cell: L.--1 ohn schmittandsonsexcavating.corn E-mail: johnjohnson1575 a@hotmail.com E_mail:i SITE INFORMATION Site Address: 187 Riverview Acres Road St. Joseph SE SE 35 -IT . 30 N., R. 20 W., Town of Property Location: 1/4, 1/4, Sec. 000 20 609W 030 2068 80 35 30 Parcel Computer LAND USE INFORMATION INDUSTRIAL ict Check one): 13 AG. 13 AG. 11 RURAL RES. E3 RESIDENT IUD NM Q ApU T EQNTERTA NMENT overlay ZoningDiss Dlir trict ( (Check al1 that app Y): Q SHOREIAND 0 RIVERWAY 13 Request (Check one): Please refer to the current fee schedule on our website. Type of Land Use Permit Q Wireless Communication Tower (Co-location) 0 Lower St. Croix Riverway District ❑ Temporary occupancy ❑ Shoreland p Nonmetallic Mining Operation Q Signage p Animal Waste Storage Facility p Floodplain Q Livestock Facility Q Grading & Filling, 12-24.9% Slopes ❑ Other: Special Exception or Variance Q Permit processed in conjunction with a Land Division, septic system State the nature of your request: installing a m0 p Zoning Ordinance Reference SIGNATURE application is true and correct to the best of my knowledge. attest that the inforrt~ation.containrepl in this app Date Property Owner Signature: i' j Date_ _ contractor/Agent Signature: OFFIC us ONL~~Y-{J~ Complete Application Accepted: BY: L t#: Fee Received: $ 7~ p 715-381-4400 Pax ! r St. Croix County Governmerit center W 715-386-4680 1101 Carmichael Road, Hudson. X1:_1;,: gin, .i,: ',ri.r'• ONERAL APPLICATION REQUIRANTS APPLICATION: Applications will not be accepted until the applicant has: • Met with the Zoning Administrator to review the application; • Submitted Original plus 2 copies of the entire packet including all supporting information, maps & diagrams; • Resolved any land use violations and paid any outstanding fees owed to the Community Development Department; • Signed the application form (the signatures of the property owners and agents acting on their behalf are required); and • Submitted the appropriate application fee (nonrefundable) payable to: St. Croix County. REVIEW: The Zoning Administrator will review the application for completeness and assign a file number to the application. The Zoning Administrator may require additional information and will notify the applicant of this within 10 days. Upon receiving a complete application and supporting documents, the Zoning Administrator will: • send copies of the applications to the appropriate reviewing agencies for comment. Applicants are encouraged to contact their town to discuss their application and inquire about necessary building permits and approvals at the town level; • schedule a site visit to the applicant's property, at which time the applicant shall flag all applicable property/project corners and label the flags accordingly; and • review the file and prepare findings for approval or denial of the permit within 60 days. Upon approval, the permit will be mailed to the applicant or to the applicant's agent. If approved, the land use permit will be valid for one year from the date of the permit issuance. The applicant may also be required to apply through the Town for a local building permit. All site plans, pictures, and other materials submitted with the application become the property of the Community Development Department and will remain in the file. CHECKLIST FOR COMPLETE APPLICATION ❑ Completed and signed application form with fee. ❑ Ordinal plus 2 copies needed of the entire packet including ALL supporting information, maps & diagrams. - ❑ A general written statement that specifically explains the request. ❑ A statement indicating whether or not a private water or sanitary system is to be installed. ❑ Recorded Warranty Deed (may be obtained at the Register of Deed's office). ❑ A complete site plan showing: • project location in the town; • lot/parcel dimensions with total lot area, property lines, and all applicable setbacks; • location of existing access roads, right-of-way, road setbacks, and recorded easements; • location of all existing and proposed structures with their square footage and distance from setbacks; • location of existing and proposed POWTS, wells, driveways, parking areas, access, signs, and other features; • location of slopes 12% and greater (minimum contours to be determined by the Zoning Administrator); • all blufflines and slope preservation zones (Riverway) and setbacks from blufflines; • location of the OHWM of any abutting navigable waterways and all setbacks from the OHWM; • location and landward limit of all wetlands, specifications and dimensions for areas of proposed wetland alteration; • existing and proposed topographic and drainage features and vegetative cover; location of floodplain and floodway limits on the property; and • any other unique limiting conditions of the property or information deemed necessary by the Zoning Administrator. For projects that involve land disturbance requests, the following additional information may be required: ❑ Detailed drawings (scale should not be greater than 1 inch to 200 feet). ❑ Grading plan showing grading limits and pre and post contours. ❑ Project schedule and contractor list. ❑ Erosion control plan (Best Management Practices). ❑ Storm water management plan stamped by an engineer and including all runoff calculations. ❑ Vegetation plan including schedule, seeding rates, and species size, type and location. ❑ Other documents: MOTE: All maps, plans, and engineering data shall be no larger than 11x17. No covers, binders, or envelopes. Staple or paperclip your application in the upper left-hand corner. w:\cdd\zonshare\administrative\application forms\zoning applications\land use permit application.docx Page 2 • .t SCHMITT & S#S & CAVAT_TIVGINC. .)C 586 Valley View Trail Somerset, WI 54025 schmittandsonsexcavating. com John Schmitt (715)247-5706 June 30, 2013 May 31, 2017 The 4 bedroom mound septic system to be installed on the John Johnson property is only partially in the Riverway. Only the building sewer and the tanks will be in the Riverway, and everything that is disturbed will be seeded and mulched immediately upon completion. The site is fairly level and mainly slopes away from the river, so seeding and mulching should be more than adequate for erosion control. Sincerely, John Schmitt • 1 ,4 z- 00 4TH un, OA 2 W CSI (D Of C\l 32.9 LLJ CY) CN 0 ~ t1 ..Y) c~ 190 (D LO LO C cy r L 329 'd' co - LO CF) co r N o S CY) N N . A E 00 L T C14 m`g co 5/31/2017 Topographic Mapping 187 Overview Acres road Sr, (.ROIX COUNTY k •,u - 1 A., , Show search results for 187 S RD ".d 181 RIVERVIEw e Y t' ACRES RD ) to • ,w t•-183 RIVERVIEw `N Et 1$7 RIIERViEW r 'ACRES RD -Apr" y w`\ CRES RD yam, '1e,~5+ • ~ ~ ~a.. fir,. ~ 'S1 ~ ' ~ ^u.~"s..,,~'~"" , 1 ° 4 y.,. t4 'h 5 191 RFVERVIEW X4:`4 + ACRES Rte gq'yf 4~ I E 4 # 555 r 11',r~r r J ' k } i °s tab R ~„y-•,~,.~... _ .-~.,-"..~~.t \4 ZZI "al Ar P, X. k5t R sI" Fr i' f f f ,J p t • % -IN 100ft 1l1 http://scccdd.maps.arcgis.com/apps/webappviewerrii ndex.htm I?id--b721791727754dO2935l b625d85e279f County. St. Croix Industry Services Division . , 0 j ' Q ~N 1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) $ P P` P.O. Box 7162 YF~ S A-1 Madison, WI 53707-7162 State Transaction Number Sanitary Permit Application 2944742 In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this farm to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary Proj5187ect Riverv Address iew (if diAcresfferRent ent tha purposes in accordance with the Privacy Law, s. 15.04(1)(m , Stats. 1. Application Information - Please Print All Information Parcel # Property Owner's Name Parcel 68-80-000 John & Kristen Property Location Property Owner's Mailing Address 187 Riverview Acres Road Govt. Lot Zip Code Phone Number SE 1/4, SE '/4, Section 35 City, State 54082 (circle one) Houlton, W i 1' 30 N R 20 E or At) 11. Type of Building (check all that apply) ® Lot # Subdivision Name ®1 or 2 Family Dwelling - Number of Bedrooms Riverview Acres ❑ Public/Commercial - Describe Use Block # ❑ City of ❑ State Owned -Describe Use ❑ CSM Number Village of ® Town of St. Joseph 111. T e of Permit: (Chen7eplacement l one box on line Com lete line B if a licable) A. ❑ New System System ❑ Treatment /14olding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ n` rntit Transfer to New Before Expiration Plumber TS System/Component/Device: (Check all that apply) IV. Ty e of POW und ❑ Pressurized In-Ground ❑ At-Grade ® Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Non-Pressurin-Gro Pretreatment Device (explain) ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ V. Dis ersal/Treatment Area Information: Dis ersal Area Proposed (sf) System Elevation Design Flow (gpd) Design Soil Application Dispersal Area Required (st) 123 6 99.90 Rate(gpdst) 1000 600 0.6 Vl. Tank Info Capacity in 4 0 N Gallons Total # of U N Manufacturer 0. ❑ Y Gallons Units New Tanks Existing Tanks E U N V] cL (7 0. Septic or Holding Tank 1200 1200 1 Wieser Concrete ® ❑ ❑ ❑ ❑ 800 1 Wieser Concrete ® ❑ ❑ ❑ ❑ Dosing Chamber 800 VIL. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' nat e MP/MPRS Number Business Phone Number ~7'L 223760 715-760-0486 John Schmitt Plumber's Address (Street, City, State, Zip Code) 616 15Uh Ave. Somerset, WI 54025 VIII. Count /Department Use Only ❑ Approved ❑ Disapproved Permit Fee Date Issued Issuing Agent Signature ❑ Owner Given Reason for Denial $ IX. Conditions of Approval/Reasons for Disapproval Attach to complete plans for the system and submit to the County only on paper not Less than i 112 x 11 inches in size SBD-6398 (R03/14) ~~~eaxTtrE,`,T DIVISION OF INDUSTRY SERVICES 3824 CREEKSIDE LN o l P HOLMEN WI 54636-9466 d S. K Contact Through Relay P http:/Idsps.wi.gov/programs/industry-services 1 S h _ w www.wisconsin.gov a~ ,N ~ossroN~tSw~ Scott Walker, Governor Laura Guti6rrez, Secretary May 18, 2017 CUST ID No. 223760 ATTN. POWTSInspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMIC1 AEL RD SOMERSET WI 54025-6920 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/18/2019 SITE: Identification Numbers John and Kristen Johnson Transaction ID No. 2944742 187 Riverview Acres Rd Site ID No. 837817 Town of Saint Joseph Please refer to both identification numbers, St Croix County above, in all correspondence with the agency. SE1/4, SE1/4, S35, T30N, R20W FOR: Description: Four Bedroom Mound System \ Sloping site Object Type: POWTS Component Manual Regulated Object ID No.: 1704924 Maintenance required; Replacement system; 600 GPD Flow rate; 27 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01101, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.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: y , P Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with 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 properly 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 open to inspection by authorized representatives of the Department which may include local inspectors. 00I-IN F SCI-TMITT ~ Page 2 5/18/2017 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation oT maintenance of the POWTS. Sincerely, o Fee Required $ 250.00 This Amount Will Be Invoiced. rand 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. jeTry.swim@wisconsin.gov WiSMART 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: Johnson 4 Bedroom Mound Owners Name: Johnson, John & Kristen Owner's Address 187 River View Acres Hudson, WI 54016 Legal Description: SE1/4, SE1/4, S35, T30N, R20W Township St Joseph County: St. Croix Subdivision Name: River View Acres Lot Number: Block Number Parcel I.D. Number 030-2068-80-000 QED Plan Transaction No. 'ETY AHV SERVICL Page 1 Index and title ~`R 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 and Dose tank specifications Page 8 Effluent filter information Page 9 & 10 Pump specifications and curve Page 11 Plot plan Page 12 Septic tank maintenance agreement Page 13 & 14 Warranty deed Page 15 Aerial Photo Attachment Soil evaluation report Designer: John Schmitt License Number. 22376u Date: 5/3/2017 Phone Number: 715-760-0486 -xew- Signature:1 ' 4 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 Design Work hF,et Site Information k.) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 38344-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of - 36 inches. 600.00 Design Flow (gpd) 3.00 ` Site Slope 99.15 Contour Line Elevation (ft) 27.00 Depth to Limiting Factor (in) 0.60 1n-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 85.72 Dispersal Cell Length Along Contour (ft) = 7.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? r li=) C Center or End Manifold 3.50 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) 2.00 -i(i ncated Orifice Spacing (ft) = 7.14 ft2/orifice 2.00 Forcemain Diameter (in) 90.00 Forcemain Length (ft) Does the forcemain drain back? Y 89.00 Pump Tank Elevation (ft) P.q System Head (ft) x 1.3 14.68 Forcemain Drainback (gal) Vertical Lift (ft) 77.12 5x Void Volume (gal) Friction Loss (ft) 91.80 Minimum Dose Volume (gal) 0.00> In-line Filter Loss (ft) 45.23 System Demand (gpm) 18.76 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter -Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 x x 1.25 x 2.00 x 1.50 x x 3.00 2.00 x a 3.00 Gallons/Inch Calculator (optionah Treatment Tank Information Total Tank Capacity (gal) 1200.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete Manufacturer ~ J gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00, Dose Tank Capacity (gal) POLYLOK Filter Manufacturer 22.24 Dose Tank Volume (gaVin) 525 Filter Model Number Wieser Concrete ' Manufacturer Project: Johnson 4 Bedroom Replacement Mound Page 2 Mound Plan and Cross Section Views t 1/_1~0_B~ : J ~T Observation Pipe^ - K 5 A W B • • • I L Mound Component Dimensions ft A 7.00 ft E 11.52 in H [Ift ft K [Aft B 85.72 ft F 9.50 in 1 ft L ft D 9.00 in G 0.50 ft J W 600.04 (ft2) Dispersal Cell Area 1236.35 (ft2) Basal Area Available 7.00 (gpd/ft) Linear Loading Rate 8.57 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.69 (ft) I ' Dispersal 100.40 (ft) Lateral . F ; Cell I 99.90 (ft) - i - , Invert a- Dispersal Cell] 1 . Elevation E D Q } q,,>... 99.15 (ft) Contour Elevation 3.0 °I° Site Slope Geotextile Fabric Cover Shading Key a Dispersal Cell See lateral details on Topsoil Cap c 1.5 ft Page 4 for number, size, Subsoil Cap y o } and spacing of laterals. © Laterals are equally 0 ASTM C33 Sand :a F spaced from the m 0.5 ft Typical Lateral ® Tilled Layer c w distribution cell's © Aggregate o~ centerline in the - A ♦ distribution cell (AxB). Project: Johnson 4 Bedroom Replacement Mound Page 3 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. laterals are identi c al P S Turn-upVballvalveor If x- +En;r2 I H1241 Laterals Morcema'n Sch 40 PVC cleanoutplug i per SPS Table 384.30-5 Holes drilled on the bottom of the lateral Number of Laterals 4 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.05 ft Lateral Length (P) 42.03 ft Orifices per Lateral 21 Lateral Spacing (S) 3.50 ft Orifice Density 7.14 ft2/orifice Lateral Flow Rate 11.31 gpm Manifold Length 3.50 ft System Flow Rate 45.23 gpm Manifold Diameter 1.50 in Total Dynamic Head 18.76 ft Forcemain Velocity 4.62 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect _ Tank component is properly vented MForcaemain Alternate outlet location diameter Wieser Concrete Manufacturer_ 2 in. Ca acit 800.00 Gallons Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 18.84 419.08 B 2.00 44.48 C Pump off elevation (ft) C 4.13 91.80 89.92 D 11.00 ' 244.64 D Total 35.97 800.00 Dose tank elevation (ft) 3" Bedding un er tank. 89.00 Alarm Manuafacturer SJE Rhombus Nntt +vitr.hc->s Alarm Model Number ` 103637 ~j containing mel cuo., may not be used in Pump Manufacturer `Zoeller this system. Pump Model Number ;153 Pump Must Deliver 45.23 gpm at 18.76 ft TDH Project: Johnson 4 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 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 1200 gal Maximum TSS 150 mg1L Soil Absorption Component Size 600.04 ft2 Maximum FOG 30 mg/L Type of Wastewater. Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 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 Threaded Ueanc)W 6-8" Diameter Lawn Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Johnson 4 Bedroom Replacement Mound Page 5 Mound System Management Pursuant to SPS 383.54, Wis. Adm. Co e 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 Ver. 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. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Pump Tar-!Ix The pump (dosing) tank shall be inspected at least once every 3 years vi rs, -+l a iv d l ,.!i bra tF c, to e'ifv: r 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 mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically 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. Project: Page 6 an-~s/oozl~xl:3~l~ 9~t~8-5Z~-008 ~ OSL4S IM 'NOOd N301VY4 OL AMH Sn 9LL£M Z \ r :dn0d-1SOd :31Va 00/00/00 :31va -ivnN Y4 OI1d3S W o :dnOd-add „0-,L=„ti L :31VOS dOM :AS NMV80 3138DDDD 13531M w 2l IN -009/OOZ 4d-W 0 LLJ w J w ir H ~ z Q > 0 m O w w o w V) d w~ a FQ N w n. co z off, 0 t~ Q v o V) vow wp d l7 m w LA. 0 F- LAI C~ Q mN °m Z¢ zz m~ z 3 O o a V) L) 0 Om °Q <-J(-) Q V) F V J U Q 0.a c w Q 00 Ow ¢ F-W UU' z Z Oa ¢ a o O U a o `rte mcn N w ~p o wz z y~ Y O Q w 0 OQO P. W¢ wO ~tN x V) O ppv z 00 LL- O p~'MO1-~i tnH mw V) MN 0 ¢U0. yk ° IQF-~¢ ~ N Owa\ zz Yg U x tOL;J"I'- rnz~0°O Dom-. SU) ~~a wW ~v~i N ciiMOX01- ..30= o< o0w a N wUw o0 00 a- Y U) °ao oaww VLLI=i a~~ a0° L) 0 avwio m2 ao 3mUm=J~ m J3 0 Or O z O Q U O W Z Z J 0 Uf N I I ~ w a 0 z D x L~ O a d> g r ~ Z r-~ U1,O) W D IP ~ 1 iI Ii I I II II N II I > I I I > V) II ` / II 0- I I I o 0 11 J ow I~ o a W l U w Of Q I~. I I w I I cn ~ m I p. Q o 11 II 119 II V) II /F.~~1 IL ill ~ o I ~ l~ i I I~ W U Q LL 1I Q Z w ab3~1 a "96 sv "Cg V) z Page 7 tints ur Ntc J 4t Zabel'' The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. r Alarm Switch Rated for 10,000 GPD (gallons per day). 10,000 GPD (optional) 525 linear feet of 1/16" filtration. G~ Accepts 1" PVC Accepts 4" and 6" SCHD 40 pipe. ! Extension Handle Built in gas deflector. Automatic shut-off ball when filter is removed. Alarm accessibility. Rated for 10,M) GPD c 4f Accepts PVC extension handle. t `tt Ideal for residential and commercial waste flows up to 525 Linear Ft. of 1/16- 10,000 gallons per day (GPD). - Filtration Slots 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. Accepts 4" Rr 6" 3. Glue the filter housing to the 4" or 6" outlet pipe. If SCHD 40 pipe the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. Iddlikk Certified to 5. Replace and secure the septic tank cover. ~accrnnts~+~.~~a , .Y V 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 septic tank pumper or installer. Automatic Shut-Off 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL-525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. Polylok, Zabel & Best filters accept Easily installs 7. Replace and secure septic tank cover. the SmartFilter@ 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 8 SECTION: 2.20.047 `QVQL/Ti' /-LIMPS ~NCE I~~c/ „ / ` FM1919 Supersedes Product information presented 1108 here reflects conditions at time of publication. Consult factory regarding discrepancies or visit our web site: inconsistencies. MAR T0: P.O. BOX 16347 • Louisville, KY 40256-0347 SNIP T0: 3649 Cane Run Road • Louisville, KY 40211-1961 www.zoetter.com (502) 778-2731. 1(800) 928-PUMP • FAX (502) 774-3624 Durable cast iron construction 15111521153 EFFLUENT SERIES Model 151 comes standard with a glass-filled (For Pump Prefix identification see News 8 Views 0052) polypropylene base Corrosion resistant powder coated epoxy finish Stainless steel lifting handle Assembled with stainless steel bolts FOR SEPTIC TANK -LOW PRESSURE PIPE (LPP) impel) Non-clogging engineered thermoplastic vortex AND ENHANCED FLOW STEP SYSTEMS impeller r design Model 151 -113 HP passes Y2' spherical solids ,UKr r EFFLUENT SUBMERSIBLE _ Model 152 -.4 HP passes %4" spherical solids '/Z" NPT DISCHARGE 1 Model 153 -1/2 HP passes 3/4" spherical solids Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected - - ' Carbon/Ceramic seals CID us Upper sleeve bearing and lower ball bearing running T.*dbULStandaWULT78 and CwMW to CSA in bath of oil SWAM CSA22.2 No. 108 20 ft. UL Listed power cord with molded 3-wire plug 1'/2" NPT vertical discharge BN and BE standard models include a 20 ft. variable N1511N152/N153 & E1511E152/E153 nonautomatic level float switch BN15118NI5218N153 & BE1511BE152/BE153 packaged with Piggyback Variable Level Float Switch ik Operates at temperatures to 130°F (54°C) in effluent 113, .4 & 112 HP.1Ph 115Vor230V applications All models include a 1 %2 x 2" PVC adapter fitting Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized - basins to achieve required pumping cycles or dosing I. timers with nonautomatic pumps. POWDER COATED TOUGH- MAIL TO: P.O. BOX 16347 4411 ` Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road Louisville, KY 40211-1961 (502) 778-2731.1(800) 928-PUMP FAX (502) 774-3624 Manufacturers of... Z ® QL(wzlrY Pm"'-F sNCE Iff'7 „ O Copyright 2010 Zoeller Co. All rights reserved. Page 9 w PUMP PERFORMANCE CURVE TOTAL DYNAMIC HEAD/FLOW MODEL 1511152!153 PER MINUTE so EFFLUENT AND DEWATERING 14 45 153 12MODEL 151 152 153 46 - Feet Meters GaL Liters Gal. Liters Coal. Liers °5- 5 1.5 50 189 69 261 77 291 yo 152. 10 3.0 45 170 61 231 70 265 15 4.6 38 144 53 201 61 231 a 0 8 25 151 20 61 29 110 44 167 52 197 F 25 7.6 16 61 34 129 42 159 ° 6 20 30 9.1 - - 23 87 33 125 35 10.7 - - - - 22 85 t5 4 40 12.2 - - - - 11 42 1o Shut-off Head. 30 k (91.) 38 fL (1 1.6,) 44 ft. (13.4.) 0145WB 2 5 0 Model 151 Models 152 If 153 10 20 30 40 50 60 70 80 90 100 GALLONS 67132 - 17W - LITERS 0 40 80 120 160 200 240 280 320 33 3718 458 37/8 - - 45.6 FLOW PER MINUTE 0145M k1 4,iW6.) FACTORY Ft _ C378 3718 3 718 3718 • Timed dosing panels available -~L • Electrical alternators, for duplex systems, are available and j "2 NP7 supplied with an alarm I • Variable level control switches are available for controlling single phase systems I • Double piggyback variable level float switches are available for variable level long and short cycle controls - - I • Sealed Qwik-Box available for outdoor installations - See 12 V8 _ FM1420 • Over 130°F (54°C) special quotation required - - 4,5l16 5318 SK2444 SK2064 1511152/153 MODELS Control Selection Model Volts-Ph Mode Amps Simplex Duplex N151 115 1 Non 6.0 1 2 or 3 BN151 115 1 Auto 6.0 Included 2or3 E151 230 1 Non 3.2 1 2 or3 BE151 230 1 Auto 3.2 Included 2 or 3 N152 115 1 Non 8.5 1 2or3 „Easy assembly„ BN152 115 1 Auto 8.5 included 2 or 3 (pump & discharge pipe E152 230 1 Non 4.3 1 2 or 3 not inducted.) 8 152 230 1 Auto 4.3 Included 2 or 3 N 5 15 1 Non 5 1 2 or BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 or3 BE153 230 1 Auto 5.3 Included 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. Reduces potential clogging by debris Replaces 2. See FM0712 for correct model of Electrical Alternator E-Pak. rocks or bricks under the pump Made of durable, noncorrosive ABS 3. Variable level control switch 10-0743 used as a control activator, specify duplex Raises pump 2" off bottom of basin (3) or (4) float system. Provides the ability to raise intake by adding sections of 1 Y2* or 2' PVC piping A CAU-nON Attaches securely to pump All Accommodates sump, dewatering and effluent applications licensed electrician All et, I be forinwcd inrtuclin` NOTE: Make sure float is free from obstruction. most recent Netionai Elcaricai nd^ (PI -,rid dv Occupational Safety and 1' Act tUSt 1A). For unusual condifions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2010 Zoeller Co. Ail rights reserved. Page 10 r 0 PLOT PLAN N Project Name: Johnson 4 Bedroom Replacement Mound Legal Description: SE1/4, SE1/4, S35, T30N, R20W P.I.D: 030-2068-80-000 Subdivision Name: River View Acres Lot 0 SCALE: V= 60' Township: St. Joseph Parcel Size: 3.030 Acres County: St. Croix Contour Line Elevation: 99.15 Cell Dimensions: 7' X 85.72' 4 inch Sch 40 -ASTM D2665 System Elevation 99.90 Mound Dimensions: 101.60'x 20.04' 2 inch Sch 40 -ASTM D1785 Slope W 3 11/2 Sch 40 -ASTM D1785 A BM1 Elevation: 100.00' To of 1-1/4" PVC pipe BM2 Elevation: 104.40' To of garage floor at east door ■ Backhoe Pits: Septic Tank: 1200 gallon Septic Tank Dose Tank; 800 gallon Dose Tank with POLYLOK 525 Effluent Filter r \ rl e ci©' .2 ' ~C14 LIC PVC \ i A N lti GAR11csr 0 0 R I v):-: ~~Z ~l" Sc,a yc Pvc G A eA&" VJC~L _ © I 1 Xis T1 N Page 11 • ST. CROIX COUNTY • SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer John & Kristen Johnson Mailing Address 187 Riverview Acres Property Address 187 Riverview Acres (Verification required from Planning & Zoning Department for new construction.) City/State Houlton, WI Parcel Identification Number 030-2068-80-000 LEGAL DESCRIPTION Property Location SE 14 , SE 14 , Sec. 35 , T 30 N R 20 W, Town of St. Joseph Subdivision Plat. Riverview Acres , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # (before 2007)Volume , Page # Spec house Oyes[Dno Lot lines identifiable [3yes❑no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1 /3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on 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 warranty deed recorded in Register of Deeds Office. Numbe of drooms 4 - qJ SIG PAT_URE OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) Admbh Ul 4v J~k j: V a ? ~ ~ a II w ~ ~ tidy ~ CI' u• 00 r " ..1 GAD - ce) •'1 iT- 3~~ a`~ yF~ co Xu s Co a A t t f ?r ►L? kqA 4 i 144 4 ' ,.I v N -36 x e _ ` N 47 x i~ r x 56174 ?e0 24 U . 240 SfA t 44 %s Page 15