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HomeMy WebLinkAbout040-1271-50-000 Approved PLAN COMMISSION October 1, 2009 Troy Town Hall @ 7:00 p.m. Hudson Wisconsin 54016 Members Present: Ray Knapp, Jan Cuccia, Bob Rolle, Mark Mitchell, Joe Duerre, Paul Mahler, David Wolf Members Absent: None Recording Secretary: Becky Lopez Others Present: Charlie Macdonell, Steven Weekes, Louie Filkins, Brent Lother, Steve Gianoli Call to Order Ray Knapp called the meeting of the Town of Troy Planning Commission to order at 7:00 p.m. followed by the Pledge of Allegiance. AGENDA: 1. Approve Minutes; 2. Field entrance relocation — Janet Hunteman property, CTH F; 3. Exception to design standards, setback — Brent Lother, 441 Windy Hill Rd; 4. Riverway review /public hearing for permit for reconstruction of conforming structure (garage) — Steve Weekes, 342 Cove Rd.; 5. Riverway review /public hearing for after the fact permit/variance for reconstruction or expansion in a non- conforming area — Robert & Maggie Allison, 277 Cove Rd., 6. Riverway concept /public hearing for reconstruction or expansion in a non - conforming area — Steve Gianoli, 276 Cove Rd.; 7. Building Permits/Utility Permits; 8. Committee Reports & correspondence; 9. Adjourn; 1. Approve Minutes; Minutes of the September 3, 2009 Plan Commission were reviewed. Jan Cuccia moved to approve the minutes of the September 3, 2009 Plan Commission. Mark Mitchell seconded. All in favor, motion passed. 2. Field entrance relocation — Janet Hunteman property, CTH F; Ray asked if Janet Hunteman was present, or anyone was in attendance for this agenda item. to represent her. Ray suggested that the PC skip this agenda item until later in the meeting to accommodate people in attendance. 3. Exception to design standards, setback — Brent Lother, 441 Windy Hill Rd; Ray stated that there were notes available for those desiring them at the podium. Rob Jones stated that the applicant is requesting a variance to construct a garage 10 feet from the side lot line. The application states that there is currently a 25 foot side building line setback on his lot. Rob commented that, depending on the lot size, the setback could be 25 -50 feet under the Town's current subdivision ordinance, and the Town is requesting that the applicant provide a copy of the plat showing the lot size and setbacks. The subdividsion ordinance (135 -9) allows side building line setbacks to be reduced by exception to design standards to: • 10 feet on lots smaller than 2.5 acres • 25 feet on lots larger than 2.5 acres The side setback can also be reduced if the affected neighboring owner agrees to record an affidavit effectively increasing the side setback on their property. Rob stated that the PC has dealt with a similar situation in the past year. In that case the neighbor signed a letter of support. Brent Lother then spoke. He presented a copy of the plat showing the lot sizes and setbacks. His lot, #26 is just over 2.5 acres, but is encumbered by a drainage easement located on his lot, which, along with where the septic system had to be placed, limits the usable area left on his lot. Mr. Lother stated that he is requesting to go to a 10' setback to build a garage. He further stated that the setback in the front of his lot is 275' because of the retention pond. He informed the PC that this is the first home /property that he has ever owned, and that this process has been very frustrating to him. He commented that an option of either moving the location of the garage or down - sizing it was not a desirable choice as it would take away from the very limited amount of flat yard space that he has for his children to play on. He stated that his lot is just barely over the size required which would make this a problem in the first place. He said that he has tried to contact the owner of the adjacent lot, but he was unable to find a phone number, and is not sure about the address that he did find. He has sent a letter to that address, but has not heard back. The property is for sale, listed through a Realtor in Minnesota. He has tried to contact that Realtor, but he has not heard back from him. He stated that he has concerns that since the lot is for sale, the owner may not want to place any encumbrances on it. Rob Jones clarified for Brent that he would still need an exception to design standards variance even if the lot was smaller than 2.5 acres. Rob referred to his notes stating that criteria to consider for an exception to design standards include, but are not limited to: • Consistency of proposed exceptions to design standards with policies underlying the subdivision standards of this article and other relevant policies and ordinances of the Town. • Effect of proposed exceptions to design standards on surrounding property values. • Effect of proposed exceptions to design standards on the neighborhood, pedestrian and vehicular traffic and general safety of Town residents. • Mitigating topographic features of specific area in which the exception is requested, measured against policies and requirements of this ordinance. • Where conveyance of land for public purposes will result in otherwise substandard lots. Joe Duerre stated that the adjoining Lot #25 is less than 2.5 acres, and so questioned the 100' between buildings. Rob read the ordinance and clarified that for these two adjoining lots the separation is 50'. Bob Rolle explained that when this subdivision was created most lots done by a developer were under 2.5 acres. This lot was larger to accommodate the space needed by the retention pond, and the 25' setback was granted for the purpose of making all of the lots alike. He suggested that the PC consider this on a basis of a 50' separation, and that a affidavit guaranteeing a 50' separation be required. Ray posed the question, "What if the neighbor won't sign an affidavit, but would be willing to sign a letter of support?" There was not support for this idea by the PC members. It was agreed by the PC members, that, unless the owner of Lot 25 was willing to cooperate with Mr. Lother on this, no approval would be given. Bob Rolle motioned that item #3, Exception to design standards, setback — Brent Lother, 441 Windy Hill Rd; be tabled, until Mr. Lother is able to contact the owner of Lot 25 and get a signed affidavit agreeing that Lot 25 would be encumbered by an increased setback. David Wolf seconded. Paul Mahler clarified that this is an affidavit recordable against the lot. All in favor. Motion passed. Brent Lother stated that he may or may not pursue this because it would be a building restriction on this lot, and he wasn't sure it was worth the effort. He did agree to contact the Town if he still wanted this on the November agenda. : N-p —joy jLL �✓ fi�.j '�.. v' : �� �� aye.. #,'; C j i s zoo o oo 4W,< o ygse� „� i �” / r`- A F5$ 'Jrl _ ? 'o•� � A ety 07 • $' q cf d��t� wl( { a A � 10L. �� ' s F 3 '7 o y- Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 429988 0 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Lother, Brent Troy Township 040 - 1271 -50 -000 CST BM Elev: Insp. BM Elev: IBM Description: Section/Town /Range /Map No: 20.28.19. 15 TANK INFORMATION LEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark � . � YY Dosing Alt. BM Eye LP '/ T Aeration Bldg. Sewer N• y Holding St/Ht Inlet d TANK SETBACK INFORMATION St/Ht Outlet d TANK TO P/L WELL BLDG. Vent to Air Intake ROAD DtInlet ' .S 93.0 Septic `� ? � O / Dt Bottom - Dosing / Header /Man. Aeration Dist. Pipe /a S .'] Holding Bot. System i z M AO Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number _3 L �. • 2O TDH ift Friction Los System He9d TD F� Ft 0 00w , ap `1 . '1 -1 I ] Dist. 1'. d sr` 4 ' Forcemain Length / Dia. p to well / SOIL ABSORPTION SYSTEM BED /TRENCH Width Length I N.. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid De DIMENSIONS SETBACK SYSTEM TO P/L JBLDG WELL LAKE /STREAM LEACHING ct IN Type Of System: CHA OR /1� � ` � � del Number: DISTRIBUTION SYSIOM D Header /Manifold DDisterisution l x Hole Size x Hole Spacing Vent to Air Intake Length_ Dia 1 Lehgth Dia N Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched D Bed/Trench Center Bed/Trench Edges Topsoil Yes No I' Yes No ` _ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: C�3 Inspectio Location: 441 Windy Hill Rd Hudson, WI 54016 (NE 1/4 NW 1/4 20 T28N R19W) T o?6d tot 2; ~` Parcel No: 20.28.19. 1.) Alt BM Description = �-- Or 2.) Bldg sewer length = 4_4S' N } - amount of cover = Use revis e others de foruadditional — J Re quired? Yes informati A No SBD -6710 (R.3/97) Date Ins tors Signature Cart. No. V t Safety and Buildings Division County 1 1*i n m 201 W. Washington Ave., P.O. Box 7082 scows, Madison, WI 53707 - 7082 Sanitary Permit Number (to be G befi i fi i by Co.) Department of Commerce (608) 261 -6546 2 I / T Sanitary Permit Applica 'onRECEIVED to Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal inform ion you provide Z may be used for secondary purposes Privacy Law, s15 (I Xm) Tcct Address (if different than mailing address) 1. Application Information - Please Print All Information roperty Owner's Name P cei L6i # Block # ZONING OFFICE Property Owner's Mailing Address Property Location %4 d ' /. City, Zip Code Phone Number Section C1 �' T— � (circle ) II. Type of Building (check all that apply) �[�- N; RE o I&I or 2 Family Dwelling - Number of Bedrooms v Subdivision Name CSM- Nernber ❑ Public/Commercial - Describe Use ` T ❑ State Owned - Describe U 4( W IYW►1 0 '`� dvr � ✓ �• ❑City ❑Villa ownship of III. Type of Permit: (Cheik only one box 6n line A. Complete line B if applicable) - A. New Sy ❑ Replacement System yat ep ys ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑Permit Renewal ❑Permit Revision ❑ Change of ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl ❑ Non - Pressurized In -Ground 4 Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressunzed In Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: (J en Design Flow (gpd) Design Soil Applicati t sf) Dispersal Area Required (so Dispersal Area Proposed (sf) I System Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or HoWng Tank Aerobic Treatment Unit Dosing Chamber _ VII. Resppnsibility Statement- 1, the undersigned, asnpne responsibility for installation of the POWTS shown on the attached plans. Plumber' a (Prim) Plumber' Sign r MP/MPRS Number Business Phone Number ✓�� c Plumber's Address (Street City, S te, Zip e VIII oun /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued ssuing Ag t Signatur Stamps) Surcharge Fee) _ �fU ✓ f� ❑ Owner Given Reason for Denial IX. Conditions of Approval/Reasons fqr Disapproval U(tin�nu;�r�t �vTS Cam. 3 .SZ �'aue� A Z C d ' '' LO zLk s d.e d •� Attie mplete plans (to the County only) for system n paper not leas than 91/2 x 11 inch ,,t i � e-s�►� au- �ot-rwl• &a 14 SBD -6398 (R. 08/02) k4ZrJC JcJ . � ( Q I � 2 ti 1 � C 0 I MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: BRENT LOTHER - -- JULIE ODELL Owner's Name: BRENT LOTHER -- JULIE ODELL Owner's Address: 1401 HAWTHORNE DR HUDSON W154016 Legal Description: NE --NW— SEC- 20— T28N —R19W Township: TROY County: ST CROIX Subdivision Name: TROY WOOD Lot Number: 26 Block Number: Parcel I.D. Number: 040 - 1271 -50 -000 Plan Transaction No.: Pagel 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 Pump curve and specifications Page 8 PLOT PLAN Designer: KIM A OCONNELL License Number: 224263 'OttQjty Date: 04 /30/03 — 2 Phone Number: 715 - 755 -3145 OED Signatur ) F CoAlMERC6 XP ON � DE I N W NG Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.0 (03/01/01) Pagel of 8 D Q r> CA W C:) ° C.M Q � T--4 .- J _ W I o0 C.3 a cqj W LL. a a Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 83-443 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 36 inches. 600.00 Design Flow (gpd) 7.60 Site Slope ( %) 103.00 Contour Line Elevation (ft) 26.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd/ft Distribution Cell Information 100.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 11 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) E Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 9.09 ft /orifice 2.00 Forcemain Diameter (in) 110.00 Forcemain Length (ft) Does the forcemain drain back? l Y 90.50 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 17.94 Forcemain Drainback (gal) 13.17 Vertical Lift (ft) 90.43 5x Void Volume (gal) 1.78 Friction Loss (ft) 108.37 Minimum Dose Volume (gal) 21.44 Total Dynamic Head (ft) 27.19 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x X 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 1 800.001 Total Tank Capacity (gal) 1260.001 Septic Tank Capacity (gal) 1 36.001 Total Working Liquid Depth (in) WEEKS IManufacturer 1 22.22 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) lZabel I Filter Manufacturer 21.76 Dose Tank Volume (gal /in) A100 Filter Model Number WEEKS IManufacturer Project: BRENT LOTHER --- JULIE ODELL Page 2 of 8 I f Mound Plan View 1 1/10 8 :: : : : : ::....:::.... J o . , . .. bservation Pipe K :. . =: (� Q A W I B — 3 .... ..................................... L i Mound Component Dimensions A 6.00 ft E 15.47 in H 1.00 ft K 8.56 ft B 100.00 ft F 9.50 in I 10.03 ft L 117.12 ft 32C ,g3 G 0.50ft J 5.19ft W 21.22ft 6 2 ) Dispersal Cell Area 1602.98 (ft Area Available pd/ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 105.63 (ft) ----► G ♦ H .,.......,.,...,.,....,.. 1 I F " Dispersal Ceil " 104.33 (ft) L ateral 103.83 (ft)—► r : Invert Dispersal Cell i i 3 i i i i i i i`i' i i iii i`•i i i i i i i i' i` s i i i :.. 1 �..•.�] :.:.:.:.:.:.:.: ............. E D 3 Elevation :.:.:� :.:.:.:.:.:.:.:.:.:.:.. 103 DO (ftl Contour Elevat 7.6 °k Site Slope — Geotextile Fabric Cover Shading Key T Dispersal Cell See lateral details on Q Topsoil Cap c 1.5 ft Page 4 for number, © ......,,, Subsoil Cap a « s size, and spacing of ASTM C33 Sand v Z F laterals. Laterals are Tilled Layer 0.5 ft Typical Lateral y i equally spaced from [5Q Aggregate o the distribution cell's �--- A centerline in the distribution cell (AxB). Project: BRENT LOTHER --- JULIE ODELL Page 3 of 8 End Connection Lateral Layout Diagram Laterals centered over the A & 8 dimension • - Turn -up Mbell valve or oleanoutplup ,l P All laterals are identioal IF X--I' I Hol es drilled on the bottom of the lateral agoa% sp000d S Foroo main oonnootlon via too or oross to manifold at any point. Laterals & force main of PVC Sch 40 (per COMM Table 84.30 -5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.08 ft Lateral Length (P) 98.56 ft Orifices per Lateral 33 Lateral Spacing (S) 3.00 ft Orifice Density 9.09 ft /orifice Lateral Flow Rate 13.59 gpm Manifold Length 3.00 ft System Flow Rate 27.19 gpm Manifold Diameter 1.50 in Total Dynamic Head 21.44 ft Forcemain Velocity 2.78 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Dfac Electrical as per NEC 300 and - --► Comm 16.28 WAC Disconnect 4 In. min. Tank component Is property vented E E--- Alternate outlet location Forcemain diameter WE Manufacturer 2 in. Capacityl 800.00 Gallons Volume 21.76 gal /inch A _ Weep hole or anti - Dimension Inches Gallons B siphon device A 21.09 458.81 B 2.00 43.52 C ppumT off e levation (it) C 5.68 123.59 _t 91.17 D 8.00 174.08 D Total 1 36 .761 800.00 Dose tank elevation ft 3" Bedding un er tank. 1 90.50 Alarm Manuafacturer ISJ ELECTRO Alarm Model Number I HW 100 Pump Manufacturer IGOULDS Pump Model Number IWE031 1 L Pump Must Deliver 27.19 gpm at 21.44 ft TDH Project: BRENT LOTHER -- JULIE ODELL Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name KIM A OCONNELL Phone 715 - 755 -3145 POWTS Regulator's Name r ST. CROIX COUNTY ZONING Phone 715- 386-4680 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 1260 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Freguency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, 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 Tum -up Detail Finished ..,����...,....� .........••••.. Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral "�► Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: BRENT LOTHER - -- JULIE ODELL Page 5 of 8 submersible Ettl Performance Curves • � Pu . METERS FEET MODEL 3885 25 80 _ "SIZE 3 /4" Solids WE15H 20 WE 10H 0 60 -WE07H� {- -� --r 15 50 40 WE05H 10 30 WE03M 20 W 3L 5 10 OL 0 0 "! 20 30 10 w 70 80 90 100 110 120 GPM ' 0 10 20 30 m'/h r CAPACITY gGOULDS PUMPS, INC, se�� r�us ww coat u�•e METERS FEET 1 20 MODEL 3885 35 110 WE15HH SIZE 3 /4 " Solids , i 100 25 80 70 20_ 60 �. 0 — l ~ 5 WF05HH 40 - 4 i - 10 0 0 10 20 30 40 80 70 80 80 100 110 120 GPM 1 20 30 W/h CAPACITY • 1 X85 GOUId1 Pumps. Inc. )� HMeOtrve July. to65 01885 Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 Visconsin TDD #: (608) 264 -8777 www.wisconsin.gov .wis c ons .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary May 05, 2003 CUST ID No.224263 ATTN: POWTS Inspector KIM A O'CONNELL ZONING OFFICE K.O. CONSTRUCTION ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/05/2005 Identification Numbers Transaction ID No. 864462 SITE: Site ID No. 647801 Brent Lother / Julie O'dell Residence Please refer to both identification numbers, 441 Windy Hill Rd above, in all correspondence with the agency. Town of Troy, 54022 St Croix County NE1 /4, NW1 /4, S20, T28N, R19W Lot: 26, Subdivision: Troy Wood Subdivision FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 901609 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 101) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST SAS (0 1/8 1) • A copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. Changes to the approved plan must be submitted for review and approval. Failure to properly attach the approval and index page to plans that match the copy on file with the Department may result in enforcement action under s. 145. 10, Stats. " Condi! • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. APPR Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. E TMENT! X OF L • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required SEE CORRE • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c KIM A O'CONNELL Page 2 515103 • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of See. 145.135 and 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)(4), Wis. Stat 7 Comm 83.22(7) specifications and this letter shall be on -site during construction A co of the approved Tans, s c g () PP ec P P PY and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • ensuring for responsible s Comm 83.52 Responsibilities. The owner of a POWTS shall be r e p g that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 ? Fee Received $ 175.00 all �,�� Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Gene This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01 101) and SSWMP Publication 9.6 (01/81)] 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 Comm 83.33, 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 finer shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution 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 BOD 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 10" 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 dogging 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 dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: BRENT LOTHER - -- JULIE ODELL Page 6 of 8 i f ��� oyl r Ark Jam' b �\ A L V p, `I A tA y to ,� 0 I � � I 1344 Wisconsin Department of Commerce ' SOIL EVALUATION REPORT P age t of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Gustum Septic Service Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal Lefer M), direction and percent slope, scale or dimemsions, north atloraa�td nce to nearest road. parcel I.D. L! Q 7 Q — Pe� Z Please pine ation. R Date Personal information you provide may , r seconpy,pp*hs Mdvacy Lary, s. \ 15.04 (1) (m)). Property Owner ~+ pt�operty Location Humbird Land Corporation Lot NE 1/4 NW 1/4 S 20 T 28 N R 19 W Property Owner's Mailing Address # Block # Subd. Name or CSM# 332 Minnesota Street, East 140. T 26 n/a Troy Wood Subdivision City State�4ip Code - tl+ /' �J City J Village ej Town Nearest Road Saint Paul I MN 1 15$10 651 - 22z -5 t ' Troy I E Cove Rd /Windy Hill Road New Construction Use: a Residentiarf rooms 3 Code derived design flow rate 4 GPD j Replacement Ff Public or commercial - Describe: Parent material loess Flood plain elevation, if applicable n/a General comments and recommendations: Part of 2.49 acres. BM #1= 100.0'. BM #2= 103.43'. Recommend mound system along 103.0' contour. P56 from preliminary boring work done 5 -5 -00. [ P56] Boring # J Boring 1/ Pit Ground Surface elev. 101.97 ft. Depth to limiting factor 31 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz *Eff#1 *Eff#2 1 0 -9 10yr3/2 none sil 2msbk mvfr as 2f,1m 0.5 0.8 2 9 -15 7.5yr4/4 none sil 2msbk mvfr cw 1 f 0.5 0.8 3 15 -31 5yr4/4 none gr. sil 2msbk mvfr cw - 0.5 0.8 4 31 -50 5yr4 /6 o3 �'S y O ,�jg 2 gr. sil 2msbk mfr - - 0.5 0.8 Boring # Boring t/ Pit Ground Surface elev. 101.97 ft. Doh to limfting factor 26 *' in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft *Eff#1 *Eff#2 1 0 -9 10yr3/2 none sil 2msbk mvfr as 2f,1m 0.5 0.8 2 9 -15 10yr4/4 none sil 2msbk mvfr cw 1 m 0.5 0.8 3 15 -22 10yr4/6 none sil 2msbk mfr cw - 0.5 0.8 4 22 -26 7.5yr4/4 none sl 2msbk mfr cw - 0.5 0.9 5 26 - 35 7.5yr4/6 02 gyr :7/2 sl 2msbk mfi cw - 0.5 0.9 6 35-42 10yr6/6 none UWB m mefi - - 0.0 0.0 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 50 mg/L * Effluent #2 = BOD <_30 mg/L and TSS < �0 mg/L CST Name (Please Print) Signature: CST Number Tom Gustum 227618 Address Gustum Septic Service Date Evaluation Conducted Telephone Number N13450 937th St., New Aubum, Wl 54757 11/18/00 715 -658 -1344 prey Owner Humbird Land Corporation Parcel ID # pending - Page _ 2 of `3 F2 I Bonng # _J Boring •'/ - - J Pit Ground Surface elev. - 103 .87 ft. Depth to limiting factor 30 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GM& •Eff#1 •Eff#2 1 0 -10 10yr3/2 none sit 2msbk mvfr as 20m 0.5 0.8 2 10 -12 10yr4/4 none sil 2msbk mvfr Cw 1 m 0.5 0.8 3 12-16 10yr4 /6 none sit 2msbk mfr Cw - 0.5 0.8 4 16 -30 7.5yr4/6 none sl 2msbk mfr Cw - 0.5 0.9 c2 -3d 10yr7/2 5 30 -33 7.5yr416 7.5yr5 /8 sl 2msbk mfi Cw - 0.5 0.9 6 33-40 10yr6/6 none UWB,, m mefi - - 0.0 0.0 Boling F-1 # Boring J , Pit Ground Surface elev. — ft• Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1iP -_ _ 'Eff#1 •Eff#2 Bonng F-1 # J� J 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/ft= — •Eff#1 •Eff#2 i Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < _�0 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. �c rn c � � � M cm O Y l0 O 2 m U U N 4 U ONE mZ °ZQ��'oN c�� Z - J c j p C O� .O s a= N ell co SWMh9_j HcoH T' C \ o r C-CD N 0 oo v a co N o CD --- --- -- ---- --- - - - - -- C U a _______ -- - - - - -- Q __- - - - -_- _________ - �/� cn 0 _- ____________________ - -- O ______ _________- I— ~ O II N ^ r m O U � m — O (n w � N •--_ J J U m o ME II II II O7 ■ N m m 00 c� U m III n Sr. CROIX COUNTY SEPTIC TANK MAINTAINANCE AGREEMENT AND OWNERSHIP CERTIFICATE FORM owvner�IBuyrar 6n� -rt-~ i�04� >�1'�' ;. ,tl.l � C7 Mailing Address I4DL �krainl 'lOYY12� p ,� • �� Sr ��j Property Address 44 W L Y1 d Y tVaitlativn torn Planning Oap.rrteetu Cw ne+v conaauctiwt) -��� City/State IA j d Sn Paroe) IdOntilicuion Number — 127 1 50 - 00n LEGAL, DESCRI to Property Locadon ► E _A 1�1n� 'A Sec. 20 T 7�N- R - h – W, Town of Subdivision.,. . _ iodl Za Certified Survey MaO _ , Volume � P_ I� /'v�— — Pa g e Warranty Dered0t ,Volume z4M 7 Page i _WS l`T `a Spec house yes no Lot lines identifiable y es no SYSTEM MMNTENANCE improper use acrd maintenance of your septic system could result its premature failure to handle wastes. Proper maintenance mmists of pumping our the septic tank every three years or sooner, if heeded by a licensod pumper. What you put into the system can &Heel the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form signed by the owner and by a masterplumber, }ounteyman plumber, restricted plumber or a licensed pumper verifying that (1) the on- site wastewater disposal system is in proper operating condition andlor (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full ofsludge. I/we. the undersigned have read the above requirements and agree to maintain the pri sewage disposal system with the stondards set forth, herein, as set by th Department of Commerce and use the Department of Natural Resources, State of Wisconsin Certification stating that your septic system has been maintained must be completed and returned to fh'� St Croix ounry oni g Otlice within 10 da-s of the three ear eNp;-ation dr!e, � -- V A E4 SICNATt;RE O A LICANT OWNER CERTIFICATION 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 warranty deed recorded in Register of Heeds Office. SIGNATU= LICANT OO T11 EF 466660 a Oat is ffliji�t d may result in the unitary Vemut being revoked by iba Zoning OowmenN•••• 6 * ladvde with tins aWianiea a atatetpid wanvoy dud font the Register of Doak olrios s soar of d a owilld sa m MP ifrellusn" is Me& is tM wanutty desd, J 2 0 8 7 P 0 0 j 70309rD l STATE BAR OF WISCONSIN FORM 2 - 1998 KATHLEEN H. WALSH REGISTER OF DEEDS • WARRANTY DEED ST. CROIX CO., Wi Document Number RECEIVED FOR RECORD This Deed, made between Day Farm Investors, LLC, a Mi 12/20/2002 08:30AN ' Limited Liabi lity Company - - - - -- EXEMPT M REC FEE: 11.00 Grantor, and Brent G. Lother and Julie O'Dell TRANS FEE: 308.70 COPY FEE: CERT COPY FEE: PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Cr County, State of Wisconsin: Recording Area Name and Return Address Lot 26 Troy Wood, Town of Troy, St. Croix County, Wisconsin First National Bank of New Richmond Box Ne • New Richmond, WI 54017 16� 040 -1271 -50-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is trot) Exceptions to warranties: Subject to notes, easements,resuictions,covenants and rights of way of record, if any, including but not limited to those for drainage,water retention ponding,and or utilities as may be shown on the plat of Troy Wood recorded in Vol. S of Plats, page 28,St. Croix County, Wisconsin. The warranties of this deed, either expressed or implied are limited by the grantor to the grantee, or anyone in the chain of title, to the consideration expressed herein, that being the sum of $102,900.00. Dated this 9th day of December 2002 Day Farm Investors, LLC r r by «o4 - President r r Austin J. Baillon AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature ss. s) Ramsey County.) Personally came before me this 9th day of authenticated this _ day of December 1 2002 the above named Austin J. Baillon r TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, instrum d acknowledge the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Paul A. Mllon, Attorney at La ' Paul A. Baillon ? ; — -.. Notary Public, State of 12i(islgastly, „� (Signatures may be authenticated or acknowledged. Both are not My Commission is permanent. (If not, state expiration ate: necessary.) January 31 2005 ) *Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATE RAR OF WISCONSIN FORM No. 2-1998 INFORMATION PROFESSIONALS COMPANY FOND DU LAC, WI SOM55.2021 V.01 for- �wo g2 021 E SC) 09L prNN��stoN i p. �o•�E'S oT IS .To eR $u gp M.aa is o`' p F �- ' � r -- _: Poe C1 14 AD N Al _¢fin CM 1 1 VN ► 1 VJ 1 OD 1 1 4 1 1 \\ L------- - --- ------ sz•OV � ,ts•ac � •�4'9z1' � - Z LE L ..9 L.00oOO N 1 --- - - - - -- o ---- � - - - -- (��