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HomeMy WebLinkAbout026-1160-14-000 (2) . Croix I."visconsin Cepartment of cerr~ PRIVATE SEWAGE SYSTEM C01,11`11, St y ~nrit No'. Satety and Guilc,ng C visior INSPECTION REPORT Sani*.ar 584752 GENERAL INFORMATION (ATTACH TO PERMIT) State =an ID No: 26992$9 Pe-soral intormation you provide nray he uses for seconda y r.ur:~oses IPnvacy Law, s.15 D4 l11(m)I Permi; Itolcers Vane City Village Township Parse Tax No. Steve Dalton TOWN OF RICHMOND 026-1160-14-000 CST RM Hev Insp. ISM Elev 9M Description: Sectien,7own✓Range~Map No: 23.30.18.1220 TANK INFORMATION ELEVATION DATA TYPE MANJFACTURER CAPACITY SIATION BS HI rS ELEV. Septic e-r hmark Dosing Alt. BM Aeration Bldg. Sevier Holding SVHt Inlet St+Ht Outlet TANK SETBACK INFORMATION TANK 10 P1 d'I LL BLDG. Vant'c Air IrtaKe ROAD Ct Inlet Septic Dt Bottom Dosing Header.✓P.1an. Aeration Dist. Pipe Holding Bot Sys'er1 Final Grade PUMPISIPHON INFORMATION Manufacturer Demand St Cover GPM Model NLmbei TDH Lift Friction Loss System Head TDH F Forcemain Length Dia Dist to vi SOIL ABSORPTION SYSTEM SEDlTRENCH Lhhdtr Lengh Jc Of Trenches PIT DIMENSIONS tJe Of Pits. Inside Dia Liewd Cepth DIMENSIONS SETBACK SYSTEM TO PiL RI DG 'H'ELL LAKF!STREAM LEACHING Manufart.rrer INFORMATION CHAMBER OR TYp +7f Syste n UNIT Model Number DISTRIBUTION SYSTEM Header'4iianifold Cistri on x Hole Size x hole Spacing Vent to A Intake Dew Length Dc3 _ -ength Cia --iry SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only xx Seeded Soddec; xx Mulches Depth Over Depth Over xx Depth of -red'Trencr Certe 3ed,-rencn =dges Icoso,l Yes No Yes _ No COMMENTS: (,include code ds :repencies percors present, etc.) Inspection #1: Inspection #2: Location: 1306 145TH AVE A OR B 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? F Yes _ No I A Use other side for additional information. - - Cert. No Date insepctor's Signature SAD-5r10 (R.3%971 - - - - VAN y °"s Industry Services Division , k S p S~ AL T 1400P OWt O®D Sanitan Permit Number (to be filled in by Co.) Madison, WI 53707-77d2 E Sanitary Permit Applicatio State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this foniqk, z (4 g~ L g is required prior to obtaining a sanitary permit- Note: Application forms for bf6iftt'igtll the Department of Safety and Professional Services. Personal information you provide may be used for secondary Pwjert Address (if different than maihna address) purposes in accordance with the Privacc 1_ass, s 15.04(l)(nt), Stats. 1. Application Information - Please Print AI nformation Propert 0%wL r.s Name 1 - 4` - Parcel # 7fv~ 1~oti I nZ(o Property (htner's Mailing Address Property location /'36 B/1 w L, L D' . (iost Lot CJ). Slate Zip Code Phone Number S/~ MO 14, Section Z 3 i ! dYY►') t ~S F W 7 0 Z ~ (circle u ) T jU N R /C E o{ 11. Type of Building (check all that apply) Lot 0 c 1 or 2 Family Dsselling - Number of Bednx,m, J / Subdi, ision Name ❑ Puhlic!Commercial - Describe Use d~ Rlnck ^ -r Jrvh, ~~~'d; ! /Fu dOtV_S ~A~~ ❑ City of ❑ State Ossned - Docribc Use I A~ / 11 CSsNu r El Village of E- h -6 L~ b 4~r['nt,n of J oy~CJ 4WK 94 Ill. Ty e_of Permit: (Check only one boa on line A. Complete line B if applicable) a esv. System ❑ Replacement System ❑ I reatmenv foldin_^- Tank Replacement Only ❑ Other Modification to Existing System (explain) i _ Permit Renestal B. ❑ ❑ Permit Revision ❑ Change of ❑ Permit Transfer to Ness List Previous Permit Number and Date Issued Before Expiration Plumber Ossner [V. Type of POWTS SvstemlComponent!Uevice: (Check all that apply) A!S ❑ Non-Pressurized In-Ground ❑ Pre$Sllrl7ed In-Ground V_Grade ❑ Mound? 24 in. of s,~ ❑ Ifolding Tank ❑ Other DicPcr'nl Comporrnl (explain) Prtrcatment Des ice (expl.: N'. Dis ersal/Treat t t Area Information: Design Floss (gpd) Design Soil Application Di;per alArea Required (s Dispcn.rl rya 1'ru .~`a I+tj 5yacm Iaer , 5 Rate rpdsf) J -7 5r V1. Tank Info Capacits in Gallons c - _ total h of = Crallnns knits Mvudac:urer -iank: I C,•ctin Tznt.> 1 ~r _l' - rf _ - _ Huldirrg Tank E ❑ ❑ ❑ 610sina Chamb k 601)❑ - ❑ A. esponsibility Statement- 1, the undersigned, assume responsibility for installation of the Pow'rs shoss n on the attached plans. ['It nbrr s N;uur (Print) Plumber s Si_nahrrc fs1 'SIP \umber Business Phone Number ~t Z L'_7 Z ~/S ` Y g/ -.6 388 "10 tber s ddres> (Street t ih, Statr• !tp Code) - - I I'll County/D_eparhnent l'se Only - j lnprosed` ❑ Di, Pemtit Fee Date I led Issuing g ,t 5!-2nat,ue O~ nen Kea.en yr Ocr,ial 5 WiO 5/13 st~ /1~ - - 1\. Conditions of Approval/Reasons for Disapproval $Y .0 1. , effluent filter and disperr ~1 cull must all be services ! mainWr as per rrr nagement plan provided by plumbei . v S tJ Q -r C► J 2. All ScOm cic reyWMmOnts MW be Malnttki6d 6?W as per appNcabla code / xd nanoes. Minch to complete plans for the cN-t and submi to the Cowrb an rn pa ,er nu 1 than R i 2 t l l inches in %e 3)6 J~JkOV%w~ P r 1 ~ ~J J ' , 4- 1 rte' c 1 ~ v 1 1r~, J C `il T~ M L ^ ~ T ^r' n c>R7.+'rF:~_ DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54543-6462 Contact Through Relay P l' http,'dsps.w;.govlprograms!indcstry-services y www.wisconsin.gov Scott Walker, Governor Dave Ross, Secretary Mav 0~. 2016 CUST ID No. 222872 A TIN: TIN: PU11''l N hispector JACQUE M HAWKINS ZONING OFFICE HAWKINS SOIL TESTING & SEPTIC SYSTEMS ST CROIX COUNTY SPIA PO BOX 2 1 101 CARbtICHAEL RD LUCK WI 54851-000? IIUDSON \VI 54016-11708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: lh/'05i2018 identification Numbers Transaction ID No. 2699289 SITE: Site ID No. 823349 Steve Dalton Duplex Unit B Please refer to both identification numbers, 146TH Ave above, in all correspondence with the a-encv. Town of Richmond St Croix County 51:13. N W 1;-1. S23, I )ON, R18W Lot: 14. FOR: Object Tape: PO%k,TS Component Manual Regulated Object 1D No.: 1597979 Maintenance required: 450 GPD Flow rate. 57 in Soil minimum depth to limiting factor from original grade: System(s At-grade Component Manual. Version 2.0, SBD-10854-P (N.01,07, R. 1 12 Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (`.0101, R. 1012). Effluent Fitter fhe submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and'W'isconsin 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. fhe owner, as defined in chapter 101.01(10), u'isconsin 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 14 .06. stats. The following conditions shall be met durino construction or installation and prior to occupancy or use This approval is only for the at-grade at the Duplex B home. Reminders 0 Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the P(_)W 1 S explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished -ride with a waterti-ht cover. 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 Dcpartmeru, 1, hich may include local inspectors. All permits required by the state or the local municipality shall he obtained prior to commencement Of construction,'installation.r'operation. In Qrantin4 this approval the Division of Industry Sen ices reserves the right to require changes or additions should conditions arise making, them necessary for code compliance. As per state stats 101. t2(2), nothing in this review shall relieve the designer of the respon;ihilith for desi,nim,, a safe building, structure, or component. 1C' OF `t IL1`.~~Kl^J5 P:r,: ' ~ -'fl 16 Inquiries concerning this correspondencc may be made to me at the telephone number listed belotiv, or at the address on this letterhead. l'he above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and anv others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required S 2150.00 I his Amount Will Be Invoiced. When You Receive That Invoice, *('ar Please Include a Copy With Your Wastewarer Specialist , Division of Industry Services Payment Submittal. (715 )634-5035 . N1 7Aht - 12PM WiSMART code: 7633 carl.lippert'~r wisconsin.~ov cc: I dwin ,A Tavlor, WasteN~ater Snecialist. 171 5) 6)4-', t8 t . hlondav - I rida' 3:00 am To 4:30 pm I-\ VN Inquiries concerning this correspondence may h_ mad: to me a. the teiephone numbe- listed bckm, or at the address on this letterhead. The above left addressee shall provide a cope of this letter and the PO«VTS management plan to the owner and am_ others who are responsible for the installation. operatior, o. maintenance of the POWTS. 1~ineerely, Fee Required S 2;0.00 This Amount ~Vill Be Invoiced. When You Receive That Invoice, ase Include a Copy With Your Pie p*14efl~ ~N astewater S_necia ist . Division of Indusm- Services Patimlent Submit-,at. j F71 4-;0 ; . M-f', AM - 12PM WiSNLART code: 761' earl.Iippe-t 4-7,wiseonsm.go\ FJi N. Tag l,-r. Waste%N at r S ec?al, - :t_ . ~acr i. RESIDENTIAL AT-GRADE DESIGN pressurized - Sloping Site INDEX AND TITLE SHEET Project Steve Dalton At-Grade Mound "Duplex B" Owner Steve Dalton Address 930 Brave Drive Somerset WI 54024 !_egal Description Part of the S1/'2-NW1i4 Sec. 23 T30N-R18W Township Richmond County St. Croix Subdivision Name Whitetail Meadows Lot No. 14 Parcel ID Number 026-1160-14-000 f_ PROVED C` ?T (_F SAFETY ANT) Plan I ransaction Number Ir F ESSIONAL SERVICES Index sheet C,vxiveiG JcJCUSTrRY eER!lCES Calculations Page 2 At-grade drawings Page 3 Laterals and dose tank Page i- Specifications ----Page s9" Management & contingency plan Page 6 Pump curve & specifications Page 7 Plot Plan T Page 8 Designei Jacque Hawkins License Number MPRS# 222872 Signature_ Phone Number Date ~ Designed pursuant to: At-grade Component Manual Ver. 2.0 for POWTS SBD-10854-P (N. 03107), and both SSb1Jtv1P Publication 9.6 Design of Pressure Distribution Networks for ST - SAS (01181) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) ;0 r~33.112; Page 1 of 8 PRESSURIZED AT-GRADE DESIGN At-grade Design Worksheet Sloping Site Flows and Site Data Entry. r; Residential or commercial? 300.0 Estimated wastewater flow (gpd) 450.0 Design wastewater flow (gpd) 2.001% Site slope 96.501 Contour elev. below lateral (ft) 57:991 Depth to limiting factor (in) 0.6611n-situ soil application rate (gpd1ft112) Distribution Cell Information 1 Influent wastewater quality 8.001 Linear loading rate gpolft 8.00 Effective absorption width (ft) 10.00 Max. effective width permitted (ft) 94.00 Aggregate length (ft) Pressure Distribution Data Entry d2c Center or end lateral connection I Number of laterals 0.156, Orifice diameter (in) e.g. 0.25 2.00 Estimated orifice spacing (ft) 2.00 Forcemain diameter (in) 63 Forcemain flow velocity (ft/sec) 40.00' Forcemain length (ft) y or n i y Does forcemain drain back? 89.00 Pump tank elevation (ft) y or n ! y J Are laterals at highest point? 4.55 System head (ft) x 1.3 11 NA 7.17 Vertical lift (ft) 6.5 Forcemain drainback (gal) 0.59 Friction loss (ft) 42.0 5x Lateral void volume (gal) _ 0.00 In-line Filter Loss (ft) 48.5 Minimum dose volume (gal) 12.31 Total dynamic head (ft) 25.8 System demand (gpm) Lateral Diameter Selection Gallons/Inch Calculator (optional) Pipe diameter Design options Design choice Total Tank Capacity (gal) esicfnYr 1 in _ Total Working Liquid Depth (in) wun ,t select 1.25 in x T Gal/in (enter result in cell G45) ,n^ lateral 1-5 in x X li, it ei~r 2 in x Treatment Tank Information in x f 1000 Septic tank capacity (gal) - - Skaw Concrete Manufacturer Effluent Filter Information Dose Tank Information !Lifetime Filters LLC ] Filter manufacturer I 642.3 Dose tank capacity (gal) IT 118 - Filter model number i 16.5iDose tank volume (gal/in) Skaw Concrete 1 Manufacturer Project. Steve Dalton At-Grade Mound "DuDlex B Transaction Number: Page 2 of 8 AT-GRADE PLAN VIEW D- - 116 B Observation pipes (2 typical) A 6.00 ft r~ B 94.00 ft 116 B 15 67 ft C 10.00 ft D 5.00 ft E 2.00 ft p 1 - L 104.00 ft r B W 20.00 ft A x B 750.00 ft^2 .e--- Cap = Total aggregate cell A x B Typical obs- pipe t- J Slotted in the lower and Plowed area L x W ancf nred SP,RIIre ' A"t-GRADE CROSS SECTION Svnthetic fabric cover - _ - 98.29 Lateral i invert elev. Observation pipe at aggregate toe 2 % Slope >urtacP cnntour 86.50 ft C rnd system ~ ulPVation L = 12 in. topsoil and subsoil over aggregate and tapered to toes. Plowed layer below LxW - 6 in. aggregate below pipe(s), and 2 in above pipe. Project: Steve Dalton At-Grade Mound "Duolex B'' Transactinn Number: Page 3 of 8 PRESSURE DISTRIBUTION AND DOSE TANK Lateral Diagram - Center Connection Ir X-~IE:d2 I 02a) Littorals & lone main of PVC Sob 30 Last !rote drilled next to end cap per SPS Table 384.30-6 Hoies drilled on t he bottom of the lateral, equallu spaced • = Turn-up, wfbal Iva lite, orel9anoutplug Lateral Specifications 0 156 Orifice diameter (in) Center Lateral connection point X 1 95 Orifice spacing (ft) 2 Number laterals 24 Orifices/lateral P 45.83 lateral length (ft) 12.9 Lat. discharge rate (gpm) 1.50 Lateral diameter (in) 2.00 Forcemain diameter (in) 25.8 Sys discharge rate (gpm) 40.00 Forcemain Length (ft) 12.31 TDH (ft) Typical Pump Chamber Layout Approved manhole cover with )IVeather-proo? A-,' warning label and locking device junction box Final grade J disconnect 4" Tank component is Alternate properly vented f_ outlet location 18" min. Flect,ical as per NEC 300 and I~ Approved SPS 316 300 WAC outlet Tank full joint Inches Gallons A Provide 1t4" A 240 395.8 weep hole or Alarm on antisiphon B 2.0 33.0 S_ C 2 9 48-5 Pump on g , device 0 D' 10.01 165.0 89.83 ft C ill 6 Totalsi 9 642.3 - Pimp off D 3" Bedding under tank 89.00 ft Goulds Pump manufacturer SJE Rhombus Alarm manufacturer EP04 Pump model number Tank Alert 1 Alarm model number Project: Steve Dalton At-Grade Mound "Duplex B" Transaction Number. Page 4 of 8 At-grade System Maintenance and Operation Specifications - Service Provider's Name ' Powers Sanitation Phone 715-246-5738 ' PCWTS Regulator's Name (St Croix County Zoning- Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak _ 450 gpd Maximum Influent Particle Size 118 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/l_ Septic Tank Capacity 1000 gal Maximum TSS 150 mg1L 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 ears Effluent Filter Ins ect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ponding and seepage once ever r3 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 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. 4. F he at-grade structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. E. 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 ~f f f - Threaded Cleanout -3" Diameter Lawn Plug or Ball Valve Sprinkler Valve Box g Distribution . . . Long Sweep 90 or Two 97 Of; ft 45 Degree Bends Same Diameter as Lateral Project Steve Calton At-Grade Mound "Duplex B" Transaction Number: Page 5 of 8 At-grade System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General Th s system shall be operated in accordance with SPS 382-384 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SB0-10854-P (N. 03107). SSWMP Pub. 9.6 (01!81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706 (N. 01!01)] and loca; or state rules pertaining to system maintenance and maintenance reporting. No one should eve- 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 wild SPS 383.33. Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic. or pump tank manhole nsers, access risers and covers should be inspected for water tightness and soundness. Access openings csed for service add assessment shat be sealed watertight upon the completion of service Any opening deemed unsound, defective, or subject to failure rnust be replaced. Exposed access openings greater than 8-inches in ciameter shall be secured by an effective ockrrg novice to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank s-iall 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 1 13, 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 un`ess provisions are made to retair solos in the tark that may slough off the filter when removed from its enclosure. If the filer •s equipped with an alarrn, 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 113 the liquid volume of the tanK If the rontehts 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. I he addition of biolog,cal 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 tie tank it shall be inspected add 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 nct recommended since soil compaction may hinder aeration of the i^ifi tratlve surface within the mound and snow compaction in the winter will promote frost penetration. Cold 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 mg1L BOD5 150 mg,,L TSS, and 30 mg1L FOG for septic tank effluent or 30 mg!L BOD5 30 mg/L TSS, 10 mg/L FOG. and 104 ofill00 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 it 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 e rein ah^de a inches considered as an impending hydraulic failure requiring additional, more frequent monitorrg Continaencv Plan If the septic Lark 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 -epaired 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, 0 will be repaired or reolaced in its' present location by increasing basal area if tee IeaKage occurs or by renovatrg the biologically clogged absorption and dispersal media installing new piping, and replacing other components as deemed necessary to bring .he system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local PovvrS regulator and service provider. Pro ec' Steve Dalton At-Grade Mound "D Transaction Narnber: Page 6 of 8 ?age ot, GOUI.DS PUMPS Submersible t Effluent Pump -now ' EP04 3871 EP05 APPLICATIONS - , ly ,Uo!neiy.-d in high ■ EP05 Impeller: TjcrrroplaS H Bearings: Upper and {order Crace turbine oil 17; tic enclosed design for reavy d.ay ball bearing lwr.r~catly ;r:siynet: for tiro lun:icarion a-a efficient irt:pruvec performance. cons:ruction. G: ilr:,viny uses: heat transfer. ■ Casing and Base: Rugged Effluent systems Humes Available for automatic and then nopl~-.stic design provides AGENCY LISTING ~A MS manual operation. Auto- superior strength and corrosion Al CanactianSa►x7~rdsl'.swuatian r leavy duty sump matic models include resistance. _ ^ Vfaler transfer Mechanical Float Switch ■ Motor Housing: Cast iron (CAA :isti td model numbers end 1e:vaterinq assembled and preset at the for efficient heat transfer, in " C or "F".) factory, s-rength, and duraLlity. SPECIFICATIONS ■ Motor Cover: Thermoplastic ckx d PrsnpsisW9W1 R rxi FEATURES c:vts rriUr integral hand e and ° Solids handling capability: float switch attachment points •raxrnum. ■ EP04 Impeller. therma;,Ias- s Power Cable: Severe duty t,aparities: up to 60 G?':1 t : c~r,i open design with ^ Total heads: up to 31 ff-e,. pu:-;: out varies fcr merlanical rated of and water resistant. Dischame size: 1'r NPi. seal protection. ^ Mechanical sea': carbon ~ ut2r yicerarric•statior r u Bl'NA-~; P.lastorners. Temperature: 1:b1`F ;40 f;; COntdnucw MOT (60 i:: inrerrritr w,,. W IMS ; Fe f to~ i e aeners: 300 senNs ;rr,inless steel. - e ~t c;VA4 ° :Tapallle of ninnrny 9 3 u Cry witnnr•, damage t_ : e components. 74 Mc[Or. FP04 Sinn c phase: o.4 f;P, ° 2c 15 ctr 20 V, 60 Hz. 1 r:.SU r r. RPM. built in ove z rtaa(j .vah t5 ~,ii!om;;tir. reset. j EPOS ^ f: P(}5 Single phase, 0.5. itP, n ! 15 V or ?-)V, rn Hz, " G50 t 0 \ ,'PM, built in nvadnari r,:h EPVr ,,,,tomatic reset. ^ POtver cGre: 10 foot s :,tandard length• lC~? t C - SITfIVV .vith three pro! i (yound,ng plug. Ctptit 20 ° 00 tc 20 30 au 50 GPM ?not Length, 16;3 S)TW di throe proig rgrcu•t: i.ic; ..,g u d 6 B 1C 12 rn'!h en:., ! n! n51 CAPACITY Goulds Pumps ;oo~(May.S ITTIndustries o+r;, ~ V S ~ o t- If i J cs_7j r L 3 -rte s may. G U v 3 3 w w ~ Irk w 1 R N o CID t -'f1 'U x i J y rv: V 'a 'y _S Z M ~ C~- in O 079'28'E- 199-14'J j N r. s0019'29-c ~ oil 3v' ~ $-~.~LLO--dUi~ic 307.18' se•.z~' o B f s 00'29'28'W 199.58' $ N ~ Q ~ ~~J~, 1 ieYS e 40.18 7.46 4'_ tea` SOS d 37.64 ~ ~`~sQ y WA ~F, ; fi y f f9'LS rP cl !co-'s rqnqt-elzcr as'•- i a f ``~47\ \ 3 ~I ° u -j' 0 > ° F OI O.JI >I.v -J' >1 a "1 ^ 0 41 " v I 1, Y Y2 ° J `R tt I ij liv -4 01 b ~ U: ^~h v7 S ops ~ 1 ~i I n ~C h ` W U3Wolly ~ 99 -HTS Ol I - - - - -SS333Y i038va 0*+- - -NA 94N ,L!'9lfl- -.40'S1[ oo ,09.9ZL- ~ t9'i6l- _w LL e: - ,ZrilQLARf 17,ft'Lt gout; JA.IZ.6Z*00K M.IdezonN-- owm'o-wo ~1/!-AN •w . ~o S`9, .4 bMI,OA+l ,ab1IHI 314'.15' rt "Re f:L1 ZS9L £'S, l A.LXlN~d~ ~ y,Nti _ RRSIIT)P C r;TTFICATION FUR'~~ Owner`B.:ter ~~~f L f D,,v ! 7d tj M ailing Address 93 61L IK ~A, J Y P-oper«' Address Z30(" Q (firer iGcatior. required from Pianning ~ Zoning Deparunent for new consmrction. ) o o 0 City,State/ `)E Parcel Identification Number 0 LEGAL DESCRIPTION r Ai > Proper Location JZ < .N''`~ Se.. Z 3 T R W. To,~n of c 11rr►, 5ubdiv;sion Plat. u;,,i s . Lot r 7 . Certified SurveN Map # _ Volume . Page Warranty Deed -9 _ (before ?Cl~'l~'olu?rte Page Spec house Z) yes no Lo- iines iaentifiable . yes no SYSTEM XI_ TNTENANCE -A-ND ONA ER CERTIFICATION Improper us, and maintenance of your septic sysrem could result in ns prertatur: fai;urc to handle wastes. Proper maintenance con5i t5 o`'pumping out the septic -artk ver three years or sooner. if needed. bN a licensed pumper. What Nou pu- into t re svstem can af«ct the fLnc-ion of the septic tank as a treatment stage in the waste disposal system. Owner maintenance resp,)nsibilities are specified it §SPS. 353.5?(1and :r. Chanter 12 - St. Croix Coann 5anitan Ordinance. The propo-t}' owner as-:roes to submit to St. Croix Countx ?Tannins Zoning Departt:tent a cenifiration form. signed the owner and h a master plumber. joarneytnan plumber. restricted plumber or a licensed pumper y rif\ in L' .hat(.) the on-site I;•aste\kate- disposal systems in proper opera.in` condition and or after inspection and purnping (ifnecessan). the se-tic tank is less than full o- sludee. i we. -he undersigned have read the abovo requirements ant agree to mamtait: the pr:vate seti\ age disposal ss s-em wah the standards se: forth. herein. as set b\ the Department of Safet, knd Professiora: Services and the Depar--nent o. Natural Resources. State of Wisconsin. Cerrficauon stating that your septic systerr. has been rnain-ained must be completed and re,arned to the S- Croix Counn• Planning & Zoning Department a ithir 30 days of the three year expiration; date. I'v:e certi'~ that all statements on this form are tru;: to the best of my our knowledge. ; we amvare the own:r(s i of the grope::-, describ::c abcn.e..m i♦~ u: of a war.-antt deed recorded ir. Register of Deets Office. Number of bedrooms J AW §,e&- SIG\:,T~'RE O.aPPLICA',~T(S; DA71E "'Any inforrtatior. that is misrepresented ma\ result it. the sani:a-N pe-trit being yoked b\ the Planr.ttt_ :L Zoning Depa.-:-nent. Iacludc «it** this application a recorder «arran N deed horn the Register of Deeds Officc and a co; o--,he certified surve\ -na. if reference is made ir_ the warrann a--ed. (RED'. 04'12) c _ ST. C, _ :JIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road _ Hudson, WI 54016-7710 (715) 386-4680 • Fax (715) 386-4686 June 16, 2004 File Ref: 10-04 Dal Stock, Inc. 1748 1 12`h Street New Richmond, «41 54017 Re: Board of Adjustment Decision Dear Applicant: The St. Croix County Board of Adjustment has reviewed your request for a special exception permit for five two-family dwellings in the Ag(Residential District and has approved this application with conditions. The enclosed document is the formal decision regarding your application. Should you have any questions or concerns, please do not hesitate in contacting me. Sincerely, Rod Eslinger Interim Zoning Director dz Enclosure Cc: Donna Ray, Clerk, Town of Richmond, w !enclosure Ty Dodge, JEO Consulting, w/enclosure Pete Kling, LWCD, w/enclosure i FINDINGS, CONCLUSIONS, AND DECISION OF THE ZONING BOARD OF ADJUSTMENT ST. CROIX COUNTY, WISCONSIN Case: 10-04 Applicant: Dal Stock, Inc. Complete Application Received: March 15, 2004 Hearing Notice Publication: Weeks of April 5 and 12, 2004 Hearing Date: April 22, 2004 FINDINGS OF FACT AND CONCLUSIONS OF LAW Having heard all the testimony, considered the entire record herein, and conducted an on-site inspection, the Board finds the following facts: 1. The owner of the property is Dal Stock, Inc., 1748 112`h St., New Richmond, W1 54022. 2. The property is located in the Whitetail Meadows Subdivision, 146th Avenue, New Richmond, Wl, in the SW 1/, of the Section 23, T30N-R 18 W, Town of Richmond, St.Croix County, Wisconsin. 3. An application was made for a special exception permit to construct one twinhome on each lot (lots 12-16) of Whitetail Meadows, for a total of five twrinhomes. The Board of Adjustment finds that the requirements have been met to grant the special exception pursuant to Section 17.15(6)(a) of the St. Croix County Zoning Ordinance. 4. The Town of Richmond has recommended approval of the request. 5. There was no opposition to the request. 6. The plans for the project have been designed by a professional company and will be professionally installed. The I ,and and Water Conservation Department has approved of the request with recommendations stated in the conditions. S. The Board finds that the location chosen in the subdivision is an appropriate place for proposed twinhomes to be constructed. 9. The Board finds that the twinhomes will provide affordable housing to the residents of St. Croix County. 10. The Board finds that the request is not contrary to the public interest. 11. The Board finds that the spirit and intent of the ordinance would be met by granting tills request. DECISION On the basis of the above Findings of Fact, Conclusions of Law, and the record herein, the Board approved the request for a special exception permit for a two family dwelling in the AP/Residential District with the following conditions: 1. This permit allows the applicant to construct one twinhome (two family dwelling) on lots 12-16 of the Whitetail Meadows Subdivision. For any other use, the dwelling would have to fully comply with the provisions of the St. Croix County Land Use Regulations. 2. The applicant shall demonstrate to the Zoning Office that each lot has an area sufficient to accommodate for the Private Onsite Wastewater Treatment Systems (POWTS) serving the structures before this permit is valid. 3. Applicant shall secure a sanitary permit for each structure from the Zoning Office and a building pennit prior to commencing construction. 4. The best management practices (silt fence) must be installed before conunencing grading activity (site preparation) for the project per recommendation from the Land and Water Conservation Department. 5. In an e-mail dated April 5, 2004 from Petc I:ling, the LWCD has reviewed and approved the rcquest with three comments. The applicant shall comply with the following recommendations made by the Land and Water Conservation Department: 1) Constructing the driveways all the way to the building pad would be ideal and provide an even better- construction entrance for the twinhome constriction-, 2)Require twinhome construction to adhere to the Uniform Dwelling Code erosion control procedures 1 identified in Comm.. 21.12; 3) Additional erosion control maintenancc. In addition to the silt fence around the existing wetland, require twinhome builder to accept the responsibility of maintaining and repairing existing erosion control practices (erosion mat and temporary ditch checks) in the west road ditch from station 2+00 to 11+00. G. Applicant to maintain at least 1 'ii off street parking spaces for each family for which accommodations are provided in the building plus one more space per building per suction 17.57 (2). 7. The property shall be kept in a neat and orderly manner. All outside storage of garbage containers shall be screened and protected from rodents. No junk. junk cars or garbage shall be allowed to accumulate on the property that may attract rodents or pose a threat to the health, safety and welfare of those citizens of St. Croix County. S. All driving and parking areas must be provided with a dust free surface (asphalt/concrete/road millings, etc...). The applicant must submit a paving plan to the Zoning Office prior to commencing this project. 9. Any proposed lighting is to be directed away from neighboring properties. 10. The Zoning office is to be notified at the start and the finish of the project. l 1. The applicant must allow free and unlimited access to the project site at any reasonable time to any Zoning Office employee to inspect the property for compliance with these conditions. 12. Any change (or addition) in use, or expansion of the project, including building, signage, shall require review and approval by the zoning administrator and in some circumstances through the Special Exception approval process, where applicable, as stated in the ordinance. 13. The applicant shall have one (1) year from the issuance of the special exception permit to commence the construction. Failure to do so shall result in revocation of the special exception permit. If the special exception permit expires before business commences, the applicant will be required to secure a new special exception permit before starting or completing the project. 14. 't'hese conditions may be amended or additional conditions may be added if unanticipated conditions arise that would affect the health and/or safety of citizens or degrade the natural resources of St. Croix County. Conditions will not be amended or added without 2 notice to the applicant and an opportunity for a hearing. S. Accepting this decision means that the applicant has read, understands, and agees to all conditions of this decision. The following vote was taken to approve: Peterson, yes; Marzolf, yes; Krueger, yes; Golz, yes; Chairperson Speer, yes. Motion carried. 4PPF,4i. RIGHTS Any person ag'uved by this decision may file an appeal in St. Croix County circuit court within 30 days after the filing date shown below, pursuant to sec. 59.694(l 0), Wisconsin Statutes. St. Croix County assumes no responsibility for action taken in reliance on this decision prior to the expiration of the appeal period. St. Croix County does not certify that the identity of all persons legally entitled to notice of the Board of Adjustment proceedings, which resulted in this decision, was provided to the County. If an appeal is taken of this decision, it is the responsibility of the appellant to submit at his,"her expense a transcript of the Board of Adjustment proceedings to the circuit court, which is available from Northwestem Court Reporters, Hudson, Wisconsin. It is the responsibility of the Board of Adjustment to submit its record (file) of this matter to the circuit court. LO G BOARD O ~ADJUTSTMENT Signed:_ -=r Chairperson Attest: Awl • Date Filed: 06,'10/04 Interim Zoning Director I 3 ~I ~Ii p rJ a~sz ~t• d i a: F .Ila In.;~ if. G Z t cpi jag ~YO~ ra. ~ 9~p N p e: 4 S~p.i %F y G a Q him, w iLIIII 1;~ LL w c _ 7 % $Za :i N~ W r `1 Y1` IJ ~ ~ i I I 1V 1 1 n ' 1~1 III II( 7 aa I~ I I r rt_ I! rrr -r L lip I , 1 ~'r I I I ~I r (L I i tit. G3t77, rT. I III I i 0 - B - I • h Q IV I 1 - _ +\\~II I.I. r c. J~~ O ~ Lo g f ,f N Z r, ob Fyr aa,- p p QO N i p~tF ! 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Reri d by Date Fe aacal Wormation ycu provide rray be used for seccndn-}- purpm~ r 1,1v, s 15 04 ; 1) {m)i Property Owner Prope-ty Locatior EYIL=l 14o ii Govt. Lot S'L "%4, kV 114 Z 3 5 Q N R ),9' E (or) W Property Ovmers Mailing Address Lot # Eloa: Sutd Name r CS Mfr v~ [37,'9~3 State Zip Co---= Phone Number City ''Village Torn Nearest Road 'm sf Gti. rk e>L't Nn-v) Construct--'n UseEj Residential! Number of bedrooms 3 Code derived design flow rate GPD Replacerrert Public or commercia - Desc(be: Parert mater'al Flood Plain ele•vafi i if applicable ft. General comments and recommendatiors T) ~ £ X Boring Boring ❑ TM ® pit Grcand surace elev. ~ ft. Depth to lirnitirg fa'--t--r L00 in. So" Application Pate Horizon Depth Coming r Co or Red-,), Description Texture Structure C:.nsistence Boundary Roots GAD ff in Munsell nu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'off#2 W Q,5 ;2, j ~I iv 7.,5'? t4/`~ C 1 z...~;,bk ,-rrv~~c- ~s ;v~~ i © Bering; Boring Chi o pit Ground surface elev. V ft. 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