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HomeMy WebLinkAbout014-1028-20-100 PRIVATE SEWAGE SYSTEM County: St. Croix Wisconsin Department of Commerce Safety and Building Division INSPECTION REPORT Sanitary Permit No: 563807 0 GENERAL INFORMATION (ATTACH TO PERMIT) 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: Cress, Jerome F. Forest, Town of 014-1028-20-100 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: /pv Wei M I 13.31.15.194A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION ? BS j& Septic HI FS ELEV. Benchmark Q !L 76o + 76d I 7 5 /01•75 / Dosing 1-? Alt. v 5. 4 ~L ~J Bldg. Sew 0,16 331 'TA Y Z Holding St/Ht Inlet ~I/ _ ~ay !5 St/Ht Outlet II rf TANK SETBACK INFORMATION I d ~k- TANK TO P/L 1 . WELL BLDG. Vgnt to Air Intake ROAD Dt Inlet 7.3 LJ ~J Septic Dt Bottom ' S • (o O L y Dosing i / Header/Man. gL• 5 IZ J to n Aeration Dist. Pipe G•~8 9'3.5 Holding Bot. System • t? Final Grade q` L PUMPISIPHON INFORMATION Manufacturer ~J6 e I Demand St Over ^ftD G t GPM 7 ' Model Number TDH Lif~ Friction Los System H '7ea~5 TDH~ Forcemain Len h Dia. / Dist. to Well / SOIL ABSORPTION SYSTEM •9 S BED/TRENCH Width / Length / No. Of T enche PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS I Z 76 2 , SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: r Z~ l0 A J ~I UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size Ix Hole Spacing Ve t Air Intake Pipe(s) (ZJ it LLength XYZ'bia Z Spacing 1 ~Gz Z ~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over \ TT-psoil Depth of xx Seeded/Soft ed hed Bedrrrench Center Bed/Trench Edges I es 7N. Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: & /Z7 / /3 Inspection #2: / Location: 3155 Cty. Rd Clear Lake, 54005 (NW 1/4 NE 1/4 13 T31 N R1 5W) NA Lot 1 ~r fit'[ Parcel No: 13.31.15.194A 1.) Alt BM Description = ~fJ te6J t-A-" 6IJ lP 02.) Bldg sewer length = S C.0 L_JL - amount of cover L a„ Plan revision Required? ❑ Yes ' No [674~ Use other side for additional information. Date Inse or's Sign a Cert. No. SBD-6710 (R.3/97) e f. i { kJ 1 V - OJ NO O ra2 T- 77- AN el P E ts-~ ? ~ ~ 4 ~~~JJi i 27 - i r 1 ,15` Q 9 2 C? s } 2 Lo w d 1 o l i- r~ %`f, coonnow" ► SaftmaidBaddtWDivuim Coaaty ° 201w WasbiogWnAw,P.O Boa 7162 ;Sk-. Croi X isc+onsin hftffiS ,WI 53707-7162 SmimayPaambNeaalmma(bbcfEmTedinbyCo) ►7~ ApplieatioII StaltTiaocfmNW"w Is amx«danoe WM s. COMM 8321(z pia af~ t~ m Mme e~ Zz5 16 Z. mit is t *dmd prior to Notes Appieaom ioaes for saft-ovimoa ~igom Admb {mod thu aamolag addmess) so6mitted m the Depamomt DG ~mw4on yan provide eoay be rpp¢ for Q 2 s~ / am~ordimooe vrith s IS PUPMMM ~ L Appficadon AN kahrow dioai t/(/ cJ ✓ ~7 ~C Property O"Dws Name ST CRQ Pa mil tR Je rr CreS ' co 1,410 g o" o Pt ww owners ' Ad&= ply L,acgd_ City, State p)me Govt LOt I ZPCode Number -.AAW 3 514005 "715 -063.33(97 T:31_N; Rc« r IL TRW Gf(Cbe&am tilt aplmiy) Imt 1 I art FamilyDmvcHbg-NmaberofB=boo Sabdivisios1iaerc ~4. Bioet -©P-peaoo ei7se - _ - ❑ Cayof OStdcOwned- Describe W. / r CwtNmmmber O V or 16 t- 75 ZZ _.5i~ ZS (TewmaeOf IIL Type efrer w (Cltott early a Dam M se A. Conpide dais B ifappoabie) NewSygfem XROp W meatsysfem ❑ T Taei; ReplmmoemeatOaty ❑ odaMo&fiatia. to E:istigs 5yslea (ezpiam) B. O PadtRawwd ❑ P o tRewwoo O ChMWofPhoober OPe - TmostwtaNew UstPnevioas Nmdmermd I~ Betiome FspaatJen OMCI lJl/ n. T ofPowTS om* mr , O N -Ptmmnad ro-caaa,a O P bcoaoa W At-Cade O Mound 2U o. of sofade sod ❑ Mmma <24 aL ofoiUMc wa D HOWft Tank ❑ Odrs Dwpc=d Compoarat (eta, ❑ Aehm twW Dm:vioe (espbie) V- 'I'i 'Awcabdwwoada Design Flour (WO Design Sol Appiwtioe Dispasd Ara Reaped (s~ Men System F3eatiam4/1 t `7 75 O:Ta I . 8 VL TM& b& Capreiy in TOM # of III . Gdioats caimans Unit u ^v NTew T>etes ° ~ 0.E 3 sepucarlioidia,tTaet NDO r- na,~t~ber 01 X J. 'X B4 VQ- ROWS-RATIty Sftkmud- b ~e tirr eftieP09Y IS sba.■.. dic anod d pkmL Number's Name (Print) MP/MI°RS Number Ban;oess Phoac Number t I 7r " 1~ a539~ -716 -d3i - 7315 Muttsa's AMICSB Co. ObOd. May Yip Cade) 2173 1 gl C E, MEnomon:c tjT-. 5s1761 4 u~ Pe~Foe DaieLsamd Lmaemg ❑ Reatmtaa-Dmoial s (vZ5 • tp ZI 11.3 - tea"IMS ix. Cea 1w 1. ' iC tank, of tuent Mter tmd I`A 4 re- .,dispemal cell-must all be as per managetnent plan provided by plum, t ~ tee w~ ~-~n : G~^~•/•' d'-; 2.:-iRU seflpetck r`tia;uirerr►ente;mnat be maintait~ai o (Oct r+.(e✓i►> ~s~ em as per applicable node / OdnaION. T J AUeelocoupickplainsMtiesystemand=bwoofeeb_IYeau= owkad oalaztlidnitdot `A-- GOc~ SBD-6398 (R. 02/09) Valid Uuu 02J] 1 ~tipARr~q~ DIVISION OF INDUSTRY SERVICES 10541N RANCH ROAD HAYWARD WI 54843 Contact Through Relay ~3 5 S P www.dsps.wi.gov/sb/ www.wisconsin.gov Scott Walker, Governor s or; A~ 5w/ Dave Ross, Secretary June 14, 2013 CUST ID No. 253976 ATTN.• POWTS Inspector LEWIS C BJORK ZONING OFFICE LEWIS BJORK LLC ST CROIX COUNTY SPIA E7818 CTY RD E 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/14/2015 Identification Numbers Transaction ID No. 2255102 SITE: Site ID No. 791443 Jerry Cress Please refer to both identification numbers, 3155 Hwy Q above, in all correspondence with the agency. Town of Forest St Croix County NW1/4, NE1/4, S13, T3 IN, R15W FOR: Description: Mound, 3 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 1431460 CONDITI Maintenance required; Replacement system; 450 GPD Flow rate; 38 in Soil minimum depth to limiting factor from APPR original grade; System(s): At-grade Component Manual, Version 2.0, SBD-10854-P (N.03/07, R. 1/12), Press PT OF S Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01101, R. 10/12), SSWMP Pub, 9.6; EffluentPFi1R FE$SION The submittal described above has been reviewed for conformance with applicable Wisconsin AdministratiiDMWN OF IND 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. SEE GOR 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: Key Item(s) • In the event this soil absorption system malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described the At Grade Component Manual are complied with. A copy of this information must be given to the owner upon completion of the project. Reminder • The orientation of the at grade system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the at grade per At grade Component Manual. • Surface water drainage shall be diverted away from the system area. • Materials shall conform to the requirements of SPS 384. SPS 384.10. No fixture, appliance, appurtenance, material, device or product may be sold for use in a plumbing system or may be installed in a plumbing system, unless it is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145, Stats. LEWIS C BJORK Page 2 6/14/2013 ' • The existing POWTS must be properly abandoned per s. SPS 383.33 Wis. Adm. Code. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf POWTS Plan Reviewer, Integrated Services WiSMART code: 7633 (715) 634-7819', Fax !(715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat. shandorf@~ nsm.gov cc: Charles L Bratz, POWTS Reviewer II, (608) 789-7893 , 7:45 am - 4:30 pm Monday - Friday Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. 1 , r RESIDENTIAL AT-GRADE DESIGN Pressurized - Sloping Site INDEX AND TITLE SHEET Project Jerry Cress - Replacement At-Grade Owner Jerry Cress Address 3155 Hwy Q Clear Lake, WI 54005 Sheli # 715-307-5050 Legal Description NW NE 13 T 31 N R 15 West Township Forest County St. Croix Subdivision Name na Lot No. na IALLY Parcel ID Number VED Plan Transaction Number ;=ETY AND L SERVICES Index sheet Page 1 STRY SERVICES Calculations Page 2 At-grade drawings Page 3 Laterals and dose tank Page 4 Specifications Page 5 Management & contingency plan Page 6 PO E E Plot plan and Lenend Page 7 Septic and Dose tanks Page 8 55~D- r Manhole risers Page 9 Soil report Page 10 Designer Lewis Bjorl License Number 253976 Signature Phone Number 715-231-7375 Date 05/28/13 Designed pursuant to: At-grade Component Manual Ver. 2.0 for POWTS SBD-10854-P (N. 03/07), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST - SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 7.0 (03/12) Pagel of 10 r PRESSURIZED AT-GRADE DESIGN At-grade Design Worksheet - Sloping Site Flows and Site Data Entry. (r or c) r Residential or commercial? 300.0 Estimated wastewater flow (gpd) 450.0 Design wastewater flow (gpd) 5.00 % Site slope 94.80 Contour elev. below lateral (ft) 38.00 Depth to limiting factor (in) 0.60 In-situ soil application rate (gpd/ft"2) Distribution Cell Information (1 or 2) 1 Influent wastewater quality 6.00 Linear loading rate gpd/ft 10.00 Effective absorption width (ft) 10.00 Max. effective width permitted (ft) 75.00 Aggregate length (ft) Pressure Distribution Data Entry (c or e) c Center or end lateral connection 2 Number of laterals 0.156 Orifice diameter (in) e.g. 0.25 Not a final calculation 2.00 Estimated orifice spacing (ft) 2.00 Forcemain diameter (in) 2.08 Forcemain flow velocity (ft/sec) 100.00 Forcemain length (ft) y or n Does forcemain drain back? 90.00 Pump tank elevation (ft) y or n Are laterals at highest point? 4.55 System head (ft) x 1.3 NA 4.30 Vertical lift (ft) 16.3 Forcemain drainback (gal) 0.95 Friction loss (ft) 59.5 5x Lateral void volume (gal) c 0.00 In-line Filter Loss (ft) 75.8 Minimum dose volume (gal) 9.80 Total dynamic head (ft) 20.4 System demand (gpm) Lateral Diameter Selection Gallons/inch Calculator (optional) Pipe diameter Design options Design choice Total Tank Capacity (gal) Designer 1 in Total Working Liquid Depth (in) must select 1.25 in x Gal/in (enter result in cell G46) one lateral 1.5 in x diameter 2 in x x Treatment Tank Information 3 in x 1400 Septic tank capacity (gal) Lewis Manufacturer Effluent Filter Information Dose Tank Information Bear onsite Filter manufacturer 700.0 Dose tank capacity (gal) ML3 Filter model number 18.9 Dose tank volume (gal/in) Lewis Bork Manufacturer Project: Jerry Cress - Replacement At-Grade Transaction Number: Page 2 of 9 ' f AT-GRADE PLAN VIEW D 1 /6 B Observation pipes (2 typical) A 10.00 ft D B 75.00 ft ~ T 116 B 12.50 ft T C 12.00 ft W C D 5.00 ft E 2.00 ft L 85.00 ft D B W 22.00 ft A x B 750.00 ft"2 L Cap Typical obs. pipe. = Total aggregate cell A x B slotted in the lower s", and = Plowed area L x W anchored securely. AT-GRADE CROSS SECTION Svnthetic fabric cover 96.63 ft Finished grade elevation Lateral invert elev. 95.30 ft Observation pipe at aggregate toe E 5 % Slope Surface contour 94.80 ft C A and system - 1 elevation D -T = 12 in. topsoil and subsoil over aggregate and tapered to toes. Plowed layer below L x W = 6 in. aggregate below pipe(s), and 2 in. above pipe. Project: Jerry Cress - Replacement At-Grade Transaction Number: Page 3 of 9 PRESSURE DISTRIBUTION AND DOSE TANK Lateral Diagram - Center Connection I# P 1~ X - s12 I d2 Lieerals 6 IQrct nui► of PVC Sch 40 List hok &&d r" to w A c-hp per WS Tii01t 384,30.6 tilts dried on the bworn of taw&L "u^ spaetd 1 ■ Tom-upWballv,tWocc al"nootplug Lateral Specifications 0.156 Orifice diameter (in) Center Lateral connection point x 1.97 Orifice spacing (ft) 2 Number laterals 19 Orifices/lateral P 36.45 Lateral length (ft) 10.2 Lat. discharge rate (gpm) 2.00 Lateral diameter (in) 2.00 Forcemain diameter (in) 20.4 Sys. discharge rate (gpm) 100.00 Forcemain Length (ft) 9.8 TDH (ft) Typical Pump Chamber Layout Approved manhole cover with Weather-proof warning label and locking device junction box Final grade 4" disconnect Tank component is Alternate properly vented outlet location 18" min. Electrical as per NEC 300 and Ae" Approved SPS 316.300 WAC outlet Tank full joint c Inches Gallons JA Provide 114" .N A 19.0 359.6 Alarm on weep hole or B 2.0 37.8 B antisiphon _ C 4.0 75.8 Pump on device. 0 D 12.0 226.8 91.00 ft C Totals 37.0 700.0 Pump off D 3" Bedding under tank 90.00 ft Zohler Pump manufacturer S'e-Rohmbus Alarm manufacturer N152 Pump model number TAAB Alarm model number Project: Jerry Cress - Replacement At-Grade Transaction Number: Page 4 of 9 At-grade System Maintenance and Operation Specifications Service Provider's Name Lewis Bork LLC Phone 715-231-7375 POWTS Regulator's Name St. Croix County Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1400 gal Maximum TSS 150 mg/L Soil Absorption Component Size 750.0 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 years Effluent Filter Inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ndin and seepage once eve 3 ears Other Call Lewis Bork for Pumping 715-231-7375 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 at-grade 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 at-grade structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. 6. Areas within 15 feet of the downslope toe will be protected from compaction. 7. All other construction details are as per the at-grade component manual SBD-10854-P (N. 03/07). Lateral Turn-up Detail Finished Grade \ 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral ~y Long Sweep 90 or Two 95.30 ft 45 Degree Bends Same Diameter as Lateral Project: Jerry Cress - Replacement At-Grade Transaction Number: Page 5 of 9 At-grade System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-384 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10854P (N. 03107) SSWMP Pub. 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706 (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet 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 fitter shall be serviced if the alarm is activated continuously. Intermittent fitter 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 113 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. At-grade and Pressure Distribution System No trees or shrubs should be planted on the at-grade. Plantings may be made around the at-grade's perimeter, and the at-grade 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 at-grade 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. Colo weather installations (October-February) dictate that the at- grade be heavily mulched as protection from freezing. Influent quality into the at-grade 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 4 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 at-grade 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 renovating the biologically clogged absorption and dispersal media, installing new piping, and replacing otter 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 kcal POWTS regulator and service provider. Project: Jerry Cress - Replacement At-Gr Transaction Number: Page 6 of 9 ?f i 1 _4 t o I In _ ' b `o~ CIO co -4- Ci n b V + ~ ff 4 d+ d ~ f r i f I Plot Plan Legend 1 4" PVC ASTM D 3034.42"Min. Cover where snow is not removed. 2 24" inside diameter concrete manhole brought min.4" above surrounding grade. Concrete covers chained and padlocked . 3 Precast concrete septic tank. 4 Effluent filter location. 5 4" PVC ASTM D3034. 18" Min. cover. Effluent piping or building sewer where tank is within 30'. 6 Precast concrete dose/pump/filter tank. 7 12-2 OF-B Power conductor. 14-2 OF-B alarm circuit conductor. Both wires are UL listed A-2057 8 2" PVC ASTM D-2665 -09 Schedule 40 Pipe Force main. 9 4" PVC ASTM D-2665 -09 Schedule 40 Pipe . Entering and exiting concrete tanks min 10' in length. 10 Carlon All weather pvc junction box. UL listed # A-241 11 ~#I treatment/dispersal cell 12 Inspection wells Project Page V t F W O O V ■ a • lL V l m O Y O £ Q N Zn V r cn' W a o a o Y Ln W a ~ a a O O m J ,n Tuf-Tite Riser System Tuf-Tite makes a full line of Risers and accessories for Pre-Cast applications. Riser Lid - with Molded-in gasket. Available in 12",16", 20" and 24" diameters. Green Only. Concrete Lid - with handle. Use the Safety Pan to cast your own concrete lids. Safety Lid - May be used in place of concrete lid. Fits 24" Riser Pan only. Black Only. Safety Pan - Safety PanTM available for 16", 20" and 24" Risers. Green Only. 6" Tall Riser - For septic tanks. Stackable in 6" increments. Available in 12", 16", 20" and 24" diameters. 12" Tall Riser - For septic tanks. Stackable in 12" increments. Available in 20" and 24" diameters. Black Only. Tank Adapter Ring - For mounting riser or lid to tank when casting-in is not an option. EFFLUENT Kff COM Ili ~ PUMPS U 'PM PS PS BN = Float In tla c . ~Y~ M =Aut Auto Float Attached (vertical) N = Non-Auto (manual) PUMP !O_ E = 230V Non-Auto (manual) p,, S /939 "FLOW MATE" 98 VAO -0 Mddel HP yon Mft-: pOMMdA 4ist>P~e ZBN98 BN98 1/2 HP 11511 Automatic Cast Iron 1/2" Solids, 1-12" Disc. Tethered Float (151 358.95 ZN98 N98 12 HP 115/1 Manual Cast Iron 1/2" Solids, 1-12" Disc. 319.45 FEATURES: i HEAD CAPACmr Cu13vE BN98 The "Flow-Mate" is constricted MODEL. "9r 112 HP of durable cast iron, carbon ceramic seals and a non-25 clogging vortex impeller. 15' Cord 20 APPLICATIONS: 1s The "Flow-Mate" is ideal for septic tanks, dosing, low 10 pressure pipes, large mounds s and step systems 0 0 10 21 30 40 s0 60 70 e0 "DOSE-MATE" 151,152,153 ZBN151 BN151 1/3 HP 11511 Automatic Cast Iron 1/2" Solids, 1-12" Disc. Tethered Fl)at.(20') 322.08 ZN151 N151 1/3 HP 115/1 Manual Cast Iron 1/2" Solids, 1-12" Disc. 281.16 ZBN152 BN152 4/10 HP 115/1 Automatic Cast Iron 34" Solids, 1-12" Disc. Tethered Float (20') 355.08 ZN152 N152 4/10 HP 11511 Manual Cast Iron 3/4" Solids, 1-12" Disc. 314.16 ZBN153 BN153 12 HP 115/1 Automatic Cast Iron 34" Solids, 1-12" Disc. Tethered Float (20') 498.95 ZN153 N153 12 HP 115/1 Manual Cast Iran 314" Solids, 1-12" Disc. 462.00 ZE153 E163 12 HP 230/1 Manual Cast Iron 3/4" Solids, 1-12" Disc. 462.00 FEATURES: PUWP8WOwwwcEaXW The "Dose-Mate" is constructed of WOW 15U15M53 BN152 durable cast iron, carbon ceramic u seals and a non-dogging vortex "IN I impeller. g 20' Cord APPLICATIONS: "INS The -Dose-Mate- is ideal for septic . tanks, dosing, low pressure pipes, mounds and step systems s a ~ _ e s o! o ~o r o w° aKiae owls o a u° °o° xw ue x° aowrar~wnE m~a t r Bear Onsite Filters - , ML3 True Effluent Filters It has been fifty years since Bob Zabel was issued a United States Patent for an effluent filter for use in septic systems. Since that time, and especially in the last twelve years, other products have been introduced that are variations of the initial Zabel filter. All of these had something in common: each incorporated a k simple screen to keep solids larger than a certain nominal diameter, typically either 1/16-inch or 1/8-inch, from passing out of the septic tank and out to the drain field. Some specialty filters followed, designed to retain even smaller- sized solids, from 1/32-inch down to 1/64-inch. However, most of these fitters were maintenance intensive due to their single- screen design. With the introduction of the new ML3 fitter series, Bear Onsite, r LLC, brings the first true filter to the industry. The ML3 fitter provides multiple levels of filtration within the cartridge to allow for progressive removal of smaller and smaller solids from septic tank effluent. By spreading the removal of solids over several levels, ML3 fitters feature a longer service life, while still ensuring that the drain field is protected from excessive solids. In addition, MO improvements aren't restricted to the cartridge itself, but extend to the fitter case, with a design that includes a built-in baffling system to keep solids out of the case, and a settling chamber to slow the velocity of effluent entering the fitter cartridge. This patent- applied-for design allows solids to drop out of the effluent before ever coming into contact with the filter cartridge-4herefore, increasing the service life of the filter. Finally: today's new, true fiker design, competitively priced with the screens of the past! aee the System in Action Find a local distributor Learn more: Filter Function Brochure Filter Anplications Brochure Product warranty information Product Installation & Maintenance Instructions State Approvals: M1 IN Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Ac~ode A-k Cow' St. Croix C Attach complete s than 81/2 x 11 inches in size. Plan must include, but n and rizontal reference point (BM), dire=' nd percent slope rdinue , rth arrow, and location and distance t'dfi argst road. 16Z4&- 26 / Please print all information. ST c <Q, Rev by Date Personal information you provide may be used for secondary purposes (Privacy Law, S. 1600 (m)). 6 Z Property Owner Pro d"p Jerry Cress Govt. Lot NW 1/4 NE 1/4 13 T 31 N R 15 E (or)❑W Property Owner's Mailing Address Lot # Block # Subd. Name or CSMrf 3155 County Q - - - City State Zip Code Phone Number ity n llage • own Nearest Road Clear Lake WI 547 ( ) 715- County Q New Construction UseEj Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD O Replacement Public or commercial - Describe: NA Parent material Loess over Out-wash over Sand stone Flood Plain elevation if applicable W-A ft. General comments Install At-Gade system on the 94.8' Contour and recommendations: Now %d Fpt Boring # R Boring a Pit Ground surface elev. 94.8 ft. Depth to limiting factor 38 in. Sal plicatlon Rate Horizon Depth Dominart Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftt in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. `Eff#1 *Eff#2 1 0-10 10yr 3/3 - s( 2fgr mvfr cs 2f _6 1.0 2 10-20 1 4/4 - sl 2msbk mvfr cs 2f .6 1.0 3 20-36 5yr4/6 - scl 2fgr mvfr as 2f .4 •6 4 36-38 10yr5/8 - s Osg unl .7 1.6 5 38-60 10yr5/8 Resistant to ]wife blade P21 Boring # Boring 94.3 76 Pit Ground surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 -Eff#2 1 0-9 1 Oyr3/3 sit 2 fgr mvfr Cs 2f .6 .8 2 9-24 1 4/4 - st 2msbk mvfr cs If .6 1.0 3 24-36 5yr4/6 - set 2fgr mvfr gs _ .6 1.0 4 36-46 7.5yr5/8 s Osg ml as - _7 1.6 5 46-76 I0yr5/6 - s Osg ml - - .7 1.6 6 76-84 10yr6/2 Resistant to knife blade s _ _ _ _ • Effluent #1 = BOD > 30 < 220 mg/- and TSS >30.< 150 #2 = < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) 5 CST Number Lewis Bork 253976 Address Date Evaluation Conducted Telephone Number E 7818 county E Menomonie WI 54751 5-23-2013 715-231-7375 Property Owner Cress Parcel ID # Page of 3 [;73] Boring # Boring Pit Ground surface elev. 94.8 ft. Depth to limiting factor 46 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD11F in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10yr3/3 - sl 2mgr mvfr cs 2f .6 1.0 2 9-18 I r4/4 - sl 2msbk mvfr es 2f .6 1.0 3 18-32 Syr4/6 - scl 215gr mvfr cs if .4 1.0 4 32-46 7.5yr4/6 - s Osg ml cs - .7 1.6 5 46-76 10yr5/6 Resistant to knife blade s - - - - - - ❑ Boring # r] Boring L Pit Ground surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Co. Sz. Sh. •Eff#1 'Eff#2 Boring # Boring F-1 H Pit Ground surface elev_ ft. Depth to lirrrutvrg factor in. Soi Ap ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff1#1 'Eff#2 ' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOOS < 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-833ffmt (R.07i00) t M t 1*3 - - - 4 4 co CJ 1 z' M ~ ~ '81GINAL t - 0 s l~ ~c a do ~'Pt a3 V r -alai Oct-20-5010 08:30 AM St. Croix County Plan/Zcming 715.386=4686 9/1 ST. CROIX COUNTY 8EPTIV TANK MAINTENANCE AGREEMENT AND OWNERSHM CERMFICATION F0kM Owner/Buyer 7prr;, Crpts Mailing Address :11!55 J 4,,W4 Q Property Addren _3155 (Vertticatioa MqUked from lane ng Wing DePa new copabuction.) City/State f I a r „L.&Kg L~lZ Parcel Identification Dumber ©I'~ I O a p t©0 LEGAL D-UMMON Property Location N W 'A. NE % , S=, 13 , T _aLN R- j 6 W, Tmm Hof Foresf Subdivision Plat: ,Lot # Cert Med Survey Map # Volume Page # SCrl -1 - wamtnty Deed # L469111 {beffim 2007)vehm , 87a , Pap #--3 i ~ . Spec house " ya ' no Lot lb= klmdU to • yes rno L)IM NW-M. NA MM AND OWNER CERTIFICATION lmpraper use and cratbttaium otyour septic system maid result in he pm mwm Mum to hn& wnwL Proper malntetu ncc consists of pumping out tLao optic taak every *m ymss or somw, If Deeded, *a W=W pumper, What you put huo tbo ay8tem an aflbM du tlt eflon of ft optic tank sa a traatment MW in dw w am dhpnsi aystm Owner maintannee responalbilitiea are disci in $Comnt. 835gi) and in Chop* 12 - St. Cmix t ou* Sanitary Ordinance, 17tr pt'trpetfY OW -M tea M submit 10 St. MU U CMV Pig & Wng DVMMI a + tkulk r Ibt'rtt, s by use OwNr anti by a m t0rptam w. jammeymm PtumberTavkWdpJmnbcr ar a ftwmd parry yzf tying that (t I this an-ft wastewutet tha t rAm is in Pmw oprnating cadldw mxft 12) after inap=dw midpumping of nrresasryl, dw suptle Lack it; Less ftn i!3 faii vfsiudge. Wym the st ead have read the A m►e mQukommu ad age to mainWe do pdvaas sawar di i tryetem with the #mWer& sat = set by the Deputment ofd an8 the DqwlmW ofNatwil RwowoK .Staw of Wes. CsteYficatioa stating dW l'owse iesyseec hasbam weiataiaodaa=be oohed and mwxmd to do8t. Om & C4uata+Pl=q ag & Zoniq Depar4>seat wMin 30 days afthe thm year ampkatht data. Itwe WHY dW all statementg on this form true to the nest of rt:yMw knowledge. I/ we amtare the ownertsl of the Prver y described above, by virtue of a warranty recorded to Repiater of Deeds office- Number of bedrooms /3 NATURE OF APPLICANT(S) DATE ***Any infmution that is gibed my result In the saettary pamit beW& mvobd by the Neu* dt Zontrtg D tt. e't* Include with this appikWan a recorded warranty dead km die Ras' ter of Deeds Offiies and a ropy of the esrdfied survey map if refwnee Is made in the warranty deed. (REV. DBMS) I~IIII Intl ~7►, S~,II III111 ` --gull ll III IIII $75018 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CO., WI CERTIFIED SURVEY MAP RE CEIVEDIFOR RECORD 05/19/2008 11:30AM THE NORTHWEST QUARTER OF THE CERTIFIED SURVEY MAP NORTHEAST QUARTER, OF SECTION 13, VOL: 23 PAGE: 5525 TOWNSHIP 31 NORTH, RANGE 15 WEST, COFEE: 1 00 COPY FEE: 3. .00 TOWN OF FOREST, ST.CROIX COUNTY, WISCONSIN PAGES: 2 North I14 UNPLATTED LANDS Section 13-31-15 S86'40'26"E 2672.66' ) 3 Fol Survey Mark Nail 3 - 586'40'26"E 1336.33_ 41.25' CTH " _ - - - - .4 . " - - - - centerline 45.0 11,66.33' --r- --1 - --ic - 38 1166- - .4x' as.0s 170.00' T - 1336.33' t _ sepi4 '26 E - - - N_ - - - - _ _I _~T-' - T 1 70.00 oN rn ha~se r to guild r5 se!cl; c 7336.44 S86'40'26- `E LOT / 316,021 $ qft. N O-_4rj.09' N Farm - 263,534 sq. ft. o NU NE Corner bEds 7.25 acres 6.05 acres co A~ Section 13-31-15 .incl. r-o-w co not incl. r-o-w 360.28' 386'47'33-E - Fd Aluminum Cap un N88'02'43"E 806.14' b rCVi O) ri C> G I CV Q Ln LOT 2 1,450,842 sq.ft. soil tests ri UNPLATTED w i 33.31 acres - I incl. r-o-w 'J LANDS ai "rrn1 1,443,192 so. ft. N z I 41 0 0 33.13 acres CD o not incl, r-o-w o o PREPARED FOR: Jerry Cress 3155 Co Rd Q Clear Lake, WI S':J „fir ! - is ) N86'S3'26'•W ,SF_ corner 1339.16 N W/NE CIJ l `r I C3 South 114 UN PLATTED Section 13-31-15 LANDS Fol Aluminum Cap Note: Each parcel on this map is subject to State and County laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office for advice. A possible violation of the St. Croix County Zoning Ordinance DRAFTED BY: will be created if the existing structure, located 200' from the Joel A. Brandt property line; OR 150' from the public road right-of-way, ever JB SURVEYING LLC houses livestock or animal units. j LEGEND Go 0 Government Corner (as noted) JOeL A. * J @O~T o......-.. Set 3,14"08" Iron rebar weighing 3-2M3 1.502 lbs./lineal ft. : - existing barbed wire fence t- Norhh +s referenced `o the 01 North line of the Northeast Quarter of Section 13-31-15 SCALE: 1" = 300' S, which bears S86°40'26"E tat Croix County Grid System) 01 300' 600' Sheet 1 of 2 Vol. 23 Page S59S DOCUMENT No. STATE BAR OF WISCONSIN FOP`S 3-198.8 THIS SPACE ReyeKVeo FOR RECORDING DATA QUIT CLAIM DEED 459177 REGISTER'S OFFICE ST. CROIX CO., Wt >t_u aca - -s__ --T- Idi lrta - --Tess , husband - _ . - Reed far k'ecorc+ >la wife - JON 01 1990 at nn,t-c_.iaims to..___Jame s__E Crgs-s_,_ -Carl ton__J.•_ Cres----- nd n , 10: I5 A. ~ '~Mii► Trn mp F Cress ~ - - (].'r *qgisfar of Deed, - the following described real estate in S-t;.._-.C.XQ................... County, State of Wisconsin: ; RETURN To ; Tax Parcel No N2 of NE 4j STV4 of NE 4, and SE of NE except Lot 1 of Certified Survey Map in Volume "3", page 677; all in Section 13-31-15, St. Croix County, Wisconsin. FED E M?T Grantors reserve to themselves and to the survivor of them a life estate interest in the above described property. This 6-s ?;S (i,..3..n.--o--tj------ homestead property. j Dated this 3_d_trf da M 90 Y of 19 - (SEAL) - - .(SERI,) Tame 'V Cress ......__I~i-.:~(SEAL) . [~Jlma. C....Cress ' ATJTH"RNTICATION ACKNO•WLE-DGMENT Signature(s) _Of_.-'1raIT)E.$_.SJ- STATE OF WISCONSIN Wilr_:a: C. Cress ) sr authen~ac r7d t},~ 30th May 19 County 1 Personally came efore n.e this day of (f .U GL '.9 the Wit;.. _ Bert D_ Petersen TITLE: MEMBER STATE BAR OF r IS^ ~ . SI T (if not, _ authorized by § 706.06, Wis. Stets.) - - rxtc kt:or-m to be the person who executed the fore-oink instrument and acknnwie-lge the same. THIS !Ns'rRu-ENT WAS ORn FTED E?Y Bert D, Petersen, Attorney at Law CLeax. Lake, --W: L---- 54f)-0-5--- . ..\".~tr1~ s nI lir l-: n'anri f ~ uneLturr•~ n)>,y be a.11 ~;,•ntici.te,t ,.r I, ,x., L;.,.;- \T,, Can.: nssinn is p.rrtt~lan.,nv. , Tr not. Mate exnlr tti(!n. arr not nece'-ssa,-y.) qVI° CLAIM DEED .111- 1. jti4 .