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HomeMy WebLinkAbout026-1165-02-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and.Building Division INSPECTION REPORT Sanitary Permit No: 463232 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: Willow Creek Homes L.L.C. I Richmond Townshi CST BM Elev: Insp. BM Elev: BM Description: Sectionrrown /Range /Map No: elo /00 �jI"A ) CS ( 22.30.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic e Benchmark Dosing j Alt. BM Gv;,.� �6 l,� 5 � C 7. z �3 l AefaMvir / � Bldg. Sew r I I � � �`' 9 ,7 Holding St/Ht Inlet St/Ht Outlet O lv TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic i i Dt Bottom Dosing i / `- / Header /Man. (P • `r9 Aeration Dist. Pipe 1 Holding Bot. System - 7. Z 5 '1.5 0 12 .99' PUMP /SIPHON INFORMATION Final Grade -3 Manufacturer Demand St Cover , \ Z , �� �S GPM I , Z c 1 Model Number A) 162— Z/ l TDH Lift Friction Loss System ad J TID J �� Forcemain Length Dia. �� Dist. to Well \ Z SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of its Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: 6 v A ! v /\ UNIT Model Number. DISTRI BUTION SYSTEM Header /Manifold f Distribution x Hole Size x Hole Spacing Vent to. Pipes) \ \ Length Dia_ Length Dia Spacing Z w SOIL COVER x Pressu Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of j xx Seeded/Sodded xx Mulc ed Bedrrrench Center Bed/Trench Edges Topsoil \ Yes [.:] No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 1472 129th Street New Richmond, WI 54017 (N 1/2 SE 1/4 22 T30N R18W) Lundy Meadows Lot 2 Parcel No: 22.30.18. 1.) Alt BM Description = � 2.) Bldg sewer length = Z4 - amount of cover = C' � P� �.�.� t, Pl- 1) Plan revision Required? [] Yes o Use other side for additional informat on. t I J Date Insepc is Si ure Cert. No. SBD -6710 (R.3/97) Safety an d Buildings Division County j 201 W. Washington Ave., P.O. Box 7162 j • Madison, WI 53707 - 7162 Sanitary Permit Number (to W filled in by Co.) Isconsjn (608) 266 -3151 Department of Commerce Sje—a t Plan I.D. Number Sanitary Permit Application Q 0 In acLvrd with Comm 83.21, Vrj& Adm. Code, personal information yo u Provide f di t than trailing address) may be used for secondary purposes privacy law, st5.04(iXm) L Application information - Please Print All Information RECEMED I 47 IZ1P, Parcel ;tt Block G Nam ll�,�1 'j t c; "014 ptopectypwner'sMailingAddcess ST.CROIXCOUiJTY ert O ZONING OFFICE �F` s , city State Tap Code Phone Number o` T � N; It or W EL Type of Building (check all that aPPIY) (2�� Subdivision Name CSM N or 2 f%mily Dwelling - Number of Bcdwo m Public(Com itdal - Describe Use c ity - y t� of /� State Owned - Dcscdbe Use 3 l S cat's L III. Type of Permit: (Check y one box on line Complete line B if applicable) A System Rtpiaaement System TmatmenUHolding Tank Repiaocment Only Other modifitatior to Ettistmg system B. Permit Renewal Permit itmUlon Change of Permit Transfer to New List Previous Permit Number and Date issued Before Expiration Plumber Owner F IV, a of POWTS S stem. Check all that s 1 Non - Pressurized i Mound 24 in. of suitable soil Mound < 24 in. of suitable soil At Grade Single Pass Sand Filter > Constructed Wedand Pressurized in- Ground of ' Tank Peat Filter Aerobic Treatment Unit Recirculating Sand Filter Synibctic Medut Facts Chamber other Pipe Recirre a s VPrea tment Area V. D' ersa Din Area Required (� Design I�ow (gpd) Design Soil cation n pawl 1]ispersat Area st) S 3 Nnmbtr manufacturer Prefab Site ttel Fbcr F antic VI. Tank Info Capac Concrete Construded Glass Gallons Gallons of Units i1 �d C U Ncw Exiuing f Jam` Taub ?arks septic or Holdag Tact Aerobic Trmur -w Unir Dosing t / r yII - bility Statetne - I, the ondertigned, respo nsibility for installation of the PORTS 5110" an Ure attached Plumber's S' MPlMPRS Number Business Phone Number Pln (�� V 6 - s� 6 Plumber's Address (Streit, City, sta Vim, cozen /De t Use Only Si ) Sanitary Permit Fee ( odes Groundwater Date issued Issniag A mood Disapproved Surcharge Fen) 1 OV (a- � � � Owner Given Reason for Denial EK. conditions orApprov"easons for Disapproval G � e— Z64 iC � / Septic tank, effluent filter and jhf / dispersal cell must all be serviced /maintained / as per management plan provided by plumber G _ -h2QiLe� se MIS M o, as per applicable code /ordinances I hen is Attach plans (to the, nh' ) [or on paper not Less tban x l m ' PLOT N PROJECT Willow Creek Homes A SS 1880 Howard St. N. Maplewood Mn 55109 N 1/2 SE 1 /4S 22 /T 30 N/ W OWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 11/29/04 BEDROOM 3 CONVENTIONAL )00( IN-GROUND PR R CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION loo' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Sameasl3enchmark SYSTEM ELEVATION 93.0/92.7/92.4 4.5' below qrade Alt. BM Top of 2" Pipe @ 100.2' * Alt. B.M. 268' Property Line B.M. Plans Designed Using 3 -3' X 83' Cells 45' B Scale is 1" Conventional Powts With >3' Spacing 0' _ 40' Manual Version 2.0 30' Unless otherwise Well is to meet all B -1 setbacks required by B 90' noted WDNR 30' % a Slope ST Please note: Installer must 25' verify all lot lines and setbacks 315' before installation. Property Pro 3 Bedroom Line House J Vent ALo Standard Biodiffuser Leaching Chamber with 3 1. 1 ft2 of Area " 345' Grade at System Elevation P kASS PROJECT Willow Creek Homes 0 Howard S t. N. Maplewood Mn 55109 N 1/2 SE 1 /4S 22 /T 30 OWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 11/29/04 BEDROOM 3 CONVENTIONAL XXX IN- GROUND PR R CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 kk BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100' Filter Zabel A -100 ❑BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 93.0/92.7/92.4 4.5' be qr Alt. BM Top of 2" Pipe @ 100.2' * Alt. B.M. 268' Property Line B.M. Plans Designed Using 3 -3' X 83' Cells 45' B -3 Scale is 1» Conventional Powts With >3' Spacing 0' _ 40' Manual Version 2.0 30' Vents unless otherwise Well is to meet all B -1 setbacks required by B 90' noted WDNR 30' % Slope Cbefore nstaller must 25 ines and setbacks ation. s' 315' Property Pro 3 Bedroom Line House J Vent >6 „ Standard Biodiffuser of Cover Leaching Chamber with 31.1 ft2 of Area 6' Long 11 " 34" Grade at System Elevation Page Two — Soil Memo 4/27/04 Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ft with the code changes in Comm 83.44 -2, effective as of 2/1/04. The application rates listed on the soil reports were higher due to the structure having been described as either weak or moderate, which affects the calculations for sizing of POWTS distribution cells. Obviously, one of the concerns is to make sure loading rates for the soils are not in error and allow undersized POWTS to be installed. For example, in December 2003, Lot 35 of R dows subdivision had to have its loading rate reduced to 0.3 gpd/sq. ft. w�%I,e encounte massive sandy loam at the system - elevat ion , The sandy loam horizon had been described on the it report as "lmgr"with consistence. Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist, has been consulted on situation and advised the zoning department to require on -site verifications for any lots with this potential misinterpretation on the soil reports. All soil reports with sandy loam "1 or 2 mgr" as its structure will be required to use a design based on the current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft. unless additional soil testing proves otherwise. ST. CROIX COUN'T'Y WISCONSIN .,wr►''. ZONING DEPARTMENT M M M ■ rug ST. CRODC COUNTY GOVERNMENT CENTER 1101 Carmichael Road ter` Hudson, WI 54016 -7710 �--" Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File From Pam Quinn Date: 4/27/2004 Re: Sandy loam stare misinterpretation on subdivision sal reports Recent soil on -site determinations have brought a problem to our attention. During these on- sites, boRngs were excavated to confirm soil conditions where two conflicting soil reports had been submitted for zonidg department review. The soil profiles, evaluated by myself, Dave Fogerty, and Dave Steel (all certified soil testers) differed from the original soil reports in that massive (structureless) sandy loams were encountered in horizons that were described as having either moderate, medium subangular blocky (2msbk) structure by Adam Schumaker or weak, medium granular structure (lmgr) by Shaun Bird. There apparently has been a misunderstanding between "structure" caused by handling samples of the soil during texturing versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand texture, with pressure parted into "crumbs" that appeared at first to be subangular or granular in shape. However, these were not true peds that broke apart along planes of weakness, but fragments created by handling. The soil when observed in the horizon did not have distinct units of structure and should have been reported as "massive ". Added notation: on 4/23/04 Mark Iverson (Cedar Corp. certified professional soil scientist), Shaun Bird, and myself did an evaluation of soils on Lots 6 & 9, Richmond Meadows where the original soil report described the third horizon as sandy loam, "I mgr". On Lot 6 we checked soil profiles within a POW IFS distribution cell and then e T "test pit on Lot 9. The sandy loams in question were a weak, coarse to very coarse subangular blocky structure, where planes of weakness were just discernible when peds were parted from the profile. The peds separated with very light pressure by soil tester. Sand coatings were observed on the ped faces in the Lot 9 soils, which supported the determination that some structure existed to allow water to move through the upper portion of the sandy loam horizon._ However, below the weak - structured soil we found massive (structureless ) sandy loams and the boundary between these horizons was irre ar, which would mean a distribution cell could encoun er a ternahng w an massive sandy loam. Shaun said he would amend his soil reports with a memo recommending that any sandy loams he identified as "lmgr" or "2 mgr" be assigned a lower loading rate of 0.3 gpd/ft2 (see attached memo for Whitetail Meadows) to provide a larger dispersal area. MsconsiRDeparknentofCommerce SOIL EVALUATION REPORT Page r of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. �. k percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. eviewed Date 7 Personal information you provide may be us ose �i ad for secondary purps - vicy Law, s. 15.04 (1) (m)). `(( r' Property Owner Property Location Govt. Lot 1/ ,5 1 /4 S T N R E (o W Property Ow Mai' Address ° ' ' Lot # Block # Subd. Name or M# City State j p Code Phone Number City ❑Village T Nearest Road f New Construction Lls Residential / Number of bedroom Code derived design flow rate � GPD 11 ❑ Replacement Public or Wrimercial - Describe: _— ______ --------- ,/ -! - " -- - -- Parent material -"; Flood Plain elevation if applicable /r ft. General comments and recommendabons: �� �w e L l���� �'✓ ! �� X/0 ali Boring /� Boring # ly Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Ra Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 2 AV L3 Al nut Boring # Boring ® Pit Ground surface elev. r ft. Depth to limiting factor lip in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff #2 d_ 3 L_ r -r C Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 — f�� U 715 - 246 -4516 Z • ' y y Property Owner — Parcel ID # Page Z of F3-1 Boring # ❑ Boring )� Pit Ground surface elev. ft. Depth to limiting factor 1�- ---- i n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 L Y Y Boring # ❑ Boring ft. Depth to limiting factor in. C] pit Ground surface elev. P Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # Boring Ground surface elev. ft. Depth to limiting factor in. F ❑ Pit M*Efff(#I'Eff#2 ate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Effluent #2 = BOD 5 < 30 mg/L and TSS _< 30 mg/L _ > < ' ffluerrt #1 - BOD_ > 30 < 220 mg/L and TSS 30 _ 150 mglL E _ The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to dep artment at 608 -266 3151 or TTY 608-264-877 access services or _ need material in an alternate format, please contact the p SBD•8730 (8.6/00) Sail Test Plot Plan Project fame William Stock/Steve Dalton Sha Address 1748 112th St. New Richmond Wi 54017 C M #226900 Lot 2 Subdivision Lundy Meadows Date 8/11/03 N 1/2 SE 1/4S 22 T 30 N /R W Township Richmond Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 93.0/92.7 *HRpSame as Benchmark Alt. BM Top of 2" Pipe @ 100.2' * Alt. B.M. 268' Pro erty Line B.M. 45' 0 3 05 Scale is 1" Please note: Installer must 97 30' = = 40 40' verify all lot lines and setbacks before installation. B_2 B -1 otherwise 96' 90, noted Slope Please Note: Tested area may not be suitable for desired building area. Check system location before excavating. 315' Property ine AL C OUNTY ST CROIXX C - CE A�REFNIENT SEPTIC T I�IAINTENA . SHip CERTIFICATION FORM �WNE g l / Owner/suycT m Addrs b M al g es Address Planning Department for new construction) Property (VerificatigP required frota _ — parcel Identification Number City /State LEGAL DES RI TION - j 0 N -R /'�–� To' �� Prot / y — i 1 /., Sec. T Lot # c P �,ocation , Page # u IT 1. Subdivision Volume Certified Survey Map # no page # �� -3 Volume o? G � fla Deed # tifiabl ( C1 Wa �� idea <� yes Lot Spec housexyes [�) no signed �dlewastes.Pmpe � CE tin its Pre failure to Wl>at you put into the system ,t,,M h � TTE .. NAl�-" og our septic system could resul d b a licensed per. _ a xna intans ace Y � ye or sooner, if needed o al system use �,.. ca stem. consists of Pumping out the septict nk t stage in the waste disp owner and by a by ft can affect the function, of the sep cation form. to wate Croix Zoning DaP�m a that (1) the on -site wasterdlsPosal system The pr opert y owner grew to submit to St. Cro' verifyus8 1/3 full of studg r a luutber or s licensed pur the se ptic rants is less than �crp ourneymsnpl �) c � �pection and P�� (if necessary) em with the standards lumber, j is in proper operating condition eats and agree to maintain the Private e 6 res, S�e °f w cousin. Ceraf'lcation above requ2re° the Department of Natural St. Croix County Zoning o giice within 30 l/we, the undersigned have read the t of Coasmcrce and leted an ed to rite as act by the DePar must be compd- retursl set for here optic system bas been stating taiaed iratioa date. days of three Yi /l1u /� 7 DATE flF APP IC IC3NNA: FURS owaer(s) of CA I TI ' k I (we) am (arc) the nWNER form are true to the best o� er of Deeds Office. (w e,) c erttfY that stat °n this deed recorded in Reg J D( � described above, by virtue Of a warranty the gr (.� ��r'v C��:U"✓ �j� DATE F APP CANT rcvokedby the Zoning DepartzY►ent. SIGNATURE 0 ermit being *, gnnation that is mis- repnsn may result in the sanitary P * * *" May � d warranty deed from the Register of Dcedsdoe in the watrantY deed licatiOn: s o f the certified survey maF 1f reference is ma •• Include with this apP a copy Maintenance and. Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 ency Plan Option #1. If ystem fails, determine cause of failure, use i� ornate artld and install new system in tested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715 - 246 -4516 St. Croix County Zoning 715- 386 -4680 Pumper Tom Mondor 715- 246 -5148 Shaun Bird #226900 77 STATE BAR OF WISCONSIN FORM 2 1999 KATHLEEN }I. WALSH � 2 6 9 3 P 2 5 � WARRANTY DEED REGI OF DEEDS Document Number ST. CROIX CO.. WI RECEIVED FOR RECORD This Deed, made between Dalstock LLC 11/10/2004 10 :00AH Grantor, and Willow Creek Homes LLC WARRANTY DEED Grantee. EXEMPT 4 Grantor, for a valuable consideration, conveys and warrants to Grantee REC FEE. 11. the following described real estate in St. Croix County, State of TRANS FEE: 135.00 Wisconsin (if more space is needed, please attach addendum): COPY FEE: Lot 2, Lundy Meadows, St. Croix County, Wisconsin. CC FEE: PAGES: 1 Recording Area Name and Returc608 J. Estreen 304 Locust Street Hudson, Wf 54018 026 -1066- 80-000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of October 2004 _ Da1st , ..... ..... - - - . .. ... .............. ..-- -----.. - -- ----- -- ---- - -- --- - -- -, - -- -- - - - -- * * Bill Stock Member Steven M. Dalton Member _- - AUTHENTICATION ACKNOWLEDGMENT Signature(s) Dalstock, LLC STATE OF ) By: Bill Stock Member and Steven M. Dalton, Member ) ss. County ) authenticated this da of Oc tober _ _ -_ -__ _ _ -_ . , 2004 _ — Personally came before me this day of the above named * Kristin Odd - — - - - - -- -- - TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) -- T - - _ instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attom Kristin O land Hudson, WI 54016 Notary Public, State of - - - - -• .. . . . . .. ............ ............................... ............................ - My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co., Fond du Lac, Wr STATE BAR OF WISCONSIN 800-655-2021 WARRANTY DEED FORM No. 2 •1999 r nfr^ W a C �� ` i n 'J COUNTY TRUNK NK;FMY - c' IL :30 i tithe Southeast Quarter ofSection 22, ' Wisconsin N w I N E �� 101NTDfnEWAY >+ > RAPHICALLY HEREON. IT EASEMENT(TYPICAL) - W D EXTEND AS SHOWN. IF � ' HK;fi WATER MARK BENdG H GABLE WATER BELOW THE � IS B DONE TO COMPLY EING R . j CE. S SE nON I I =S kNY 1 140TH AVENUE GS. 33' 1 33 1 W NO. 55 -65- 3820 -2003 144th Avenue SEC. 22 T. 30 N.. R.18 W. TOWN OF RICHMOND. ST. CROIX COUNTY, WI NOT TO SCALE _P V I E W_ — LOT 17 LOT 18 MEADOWS LOT 1 7 - — — — - 1. ' 145.83' 268.30' 422.70' � N ZjNStA o rn. s�. LOT �.. 68, 03 sq. LOT 2 1.56 O -- 74, 877 sq. ft. - ` 6p. 1.72 acres - ,� LOT 7 'h 91, 368 sq. ft. V 2.10 acres �p sr� • - - I LOT 3 v ti / 66,985 sq. ft.: 1.54 acres V // c - . LOT 6 \ - - 69,618 sq. ft. - 1.60 acres N 893720" E 229.05' / - - iA `�' o I PL T PLAN PROJECT Willow Creek Homes ADDR SS 1880 Howard St. N. Maplewood Mn 55109 N 1/2 SE 1/4S 22 /T 30 / 8 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 12/15/04 BEDROOM 3 CONVENTIONAL IN -GROUN RESSURE CONVENTIONAL LIFT XXX HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE 630 DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100' Filter Zabel A -100 ❑BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 93.0/92.7/92.4 4.5' below qrade Alt. BM Top of 2" Pipe @ 100.2' Alt. B.M. 268' Property Line - 5 B. M. Plans Designed Using 3 -3' X 83' Cells 45' B-3 Scale is 1" Conventional Powts With >3' .Spacing 0 _ 40 Manual Version 2.0 30' Unless Vents otherwise Well is to meet all B -1 setbacks required by B- 90' noted WDNR 30' % Slope Please note: Installer must verify all lot lines and setbacks 80' before installation. 315' Property Line Combo Tank 25' ro 3 Bedroom House Vent >6„ Standard Biodiffuser of Cover Leaching Chamber with 31.1 ft2 of Area 6' Long 11 " 34" Grade at System Elevation j. ` =04 ADD SPECI ICATZDNS SEPTIC - FAI�i1C PUl9P CLAM 8£R CROSS 5£CTj wEATHERPRWF APPROVED MINI. ABOVE GRADE ,JUNCT1014 BOX M,NffOLE COVER VT.N'T PIPE I1dI OR WITH CONDUIT W PADLOCK � G FROlS D4flR . t y lj/Ki3dG Lp$Er 'SEA ;NTA CA/- �!+ MIN. GRAD F Zip JL S. a� irrrr -•� i • INLET RQilEO —�-- HT gE1�SEALS TlG , ,t. JoIl1T5 MIT P£ WATCR TIG SEAL i • ApgRpy£Q ALI"t 3. OOM 5 N 50th? SOIL AFPXOVEO C ` OFF pI?E 3` ONTO SMID. LEY - �___� FT' SOIL Pump OFT' £ D 3 - Al FROV ED BEDDING V T K / c CONCRETE PAD CIFICATIONS T DOSES PER DAY: �---- DOSE Ngi t48ER f SEPTIC f I'ACTURER 1>05 ' HE F gAC /�--- GAL - TANK I�At+lt! GAL. TANK SIZ ES : SEPTIC CAL. IrlGHE5 31-- DOSE CAgACITIES = A r---- ALARM "NDFAC�RER; 8 2 INCHES = -,� , / GAL MODEL W"BER S C = �, INCHES SVITCH 2�1iES = /� A _ 9 PUMP HpM;j- AC- 1'{�R II ER - -f^--- 16.23 WAC mobri. liumsEn : ' I LHR sw ,lTCH TYPE. G PM pump £ LMtM iJ IRItJG AS PER � C . H A y6�� FEET REQUYR� DISCHARGE DISTRIRuTIC}N ?IPE • —s-- s " F . pUKp OFF AND FEET ,4ER'tICAL DIFFERENCE PRESSURE . - - F ,Z TICK FACTOR • , - FEET + M KA IM`3M NETWORK SUPPLY ?l • FT - DYNA M j IN ' FEET FORC '.I R N X TOTAL +�i 'LDTH 6 DIAHETE �.ENGTEi ���i INT£R Np,L DiII£13SIONS or pUM' TANK: LIQ►3ID ---- -- SIGNED: _ r COMBINATION SEPTIC/DOSE CHAMBER TANK & PUMP SPECIFICATIONS PER COMM 84.25 CODE CHANGES 2/1/2004 Access Opening, not top of cover, Access Opening, not top of cover, must erdend to a point no greater must erdend at least than 6" Below FinishedGra�de 4" Above finished Glade _ Cover vuith WvCA'1. a GOF ���✓ Loching Device -Ttv xlG Drj '89y PPed"en> CA r N (typical) Finished Grade /Z i �... Sew�� Min. 23" > 30 F1' �Z Access Opening O P— LA-1� 11`l5 Min. 23" Access Opening � „ p) Oulet Effluent Filter 2 Gv /TH�'�✓G SL.�� Union 1 4 A p2IYEA P1 PE 3 M Inlet Baffle i e i Pump d or raw- 6n urder with een-{or2 Qd�ps 3 ' Two Compartment Septic/Pump Tank ( 4a ale h' on ot#04le / SPECIFICATIONS TANK MFR: `I'Gcc DOSES PER DAY: TANK SIZE: SEPTIC bb GAL. DOSE VOLUME: GAL. DOSE 'Z GAL. (INCLUDES FLOWBACK & <20% OF DWF) ALARM MFR: CAPACITIES: A = INCHES = GAL. MODEL # Switch type: B = — 2 — INCHES = GAL. PUMP MFR: C = INCHES = GAL. MODEL M 1 ?� SWITCH TYPE: D = INCHES = GAL. REQUIRED DISCHARGE RATE " GPM PUMP & ALARM WIRING PER COMM 83.43(8)(e) VERTICAL DIFFERENCE BETWEEN PUMP OFF & DISTRIBUTION PIPE (LIFT) = / (o FT. MINIMUM NETWORK SUPPLY PRESSURE (DISTAL & NETWORK PRESSURE) _ + Z. _FT. 1 7 6 FT. OF FORCEMAIN x t-3j FT. /100 FT. FRICTION FACTOR ...... _ + 4ZA FT. TOTAL DYNAMIC HEAD (TDH) = I ')- 63 FT. INTERNAL TANK DIMENSIONS: LENGTH ; WIDTH ; LIQUID DEPTH MP/MPRS SIGNATURE: 5�� J Y � LICENSE NUMBER: �� �� PUM PERFORM PUMP PERFORMANCE CURVE EFFLUENT MODELS IL I •• •� P ASSING CAPACITY • '■ ■ ■ ■ ■ ■I �� ®��� ® ®® MENNEN ■ ■ ■ ■ ■ ■ ■� °e °ease °o ®������ °o ° ®° � ®eases ° ° °eeee��eeee °° ,► � ®e °see °ee °eeeeeeeeeae L EE 'LINE � ®e °eases °eases °sasses ■ 124 ■■■■■ low ee ° e a ° e ° e ■ ■ ■ ° e ° ° ° e ° e ° e ° ° ° e ° ° ° e ° ° ° ° ° e ' , ■ ■ ■ ■ ■ ■■ �� �e °eeeeeeeeeeeee °ease = , ' ■■\ ■111 \ \ ■ ■ ■ ■ ■ ■■ ���� - � ������ �� 1\\\1111\\■■\\ \■■■■ ®\■■INKI■■■■■ ■ ■ ■■ ° a ° a ■ ° ° ° e ° a ° ae° ° ® ■ ° e ■e0� i OF `►4:�izklt\■\■■■ ■\■ ■ ■ \ \ \1� ■I ►� \ ►� \ ■ ■ ■ ■\ .. . explosion proof pump, see FIMO219. SEWAGE AND D EW A TERING v ®0mommom00mmmmm�.mm0ss0m ®m ON 0m ®moo ®mmomm ®��om ®� ®mee�o�® omsos0ao0o0oo ®v00m0o0v0v00 ®msammmmsssm0mo ®0m00omm ®0m ©msam0ssamm0asms0mo ®0m ®0mo ■ ©mass0s0smmmms0s0sv ®o00omv m ®oss0s0amm00s0sss0ovmom ®® o ®ass0ssssmmms0s0sssmsovmm omammmmms0mmmmms0mosms ®0mm m ®ssssams00sasmm�.smssss0mm SUGGESTED METHODS OF FLOAT INSTALLATION On some installations it may be desirable to install an independent hanger for the level control switches to avoid possible hang ups on the pumps, piping, valves, ` etc. Float hangers are available from Zoeller Company on Catalog Sheet FMO526 or can be fabricated from standard pipe and fittings. ACCESS COVER ✓i � STANDARD PIPE FLANGE A Li ` 10 -1457 FLOAT TI1EE WITH 3 FLOATS SHOWN PVC OR LIGHT WEIGHT PEAGRAVEL STAINLESS STEEL PIPE SK1217 TYPICAL FLOAT HANGER ON CONCRETE PITS SK1218 TYPICAL FLOAT HANGER ON STEEL COVER PITS OR SEPTIC TANK RISERS "EXTRA PROTECTION SYSTEMS" TWO PUMP SYSTEM ALARM The "Extra Protection" Two Pump system is an economical solution to the costly duplex alternating P8 RATED (JUNCTION 1 0 - 002 8 BOX AND D PLUG NOT INCLUDED) pump system and it's easy to install. The "Extra Protection" Two Pump Systems consists of: a. The two nonautomatic pumps with VLFS of your choice b. One Alarm System c. Two Unicheck Valves as required ADVANTAGES (1) The Two pump systems offers high pump performance without the high price. It is a system that PEA�RA EL fits your needs and your budget. (2) Delivers more dependability than a single pump system and greatly reduces the chance of costly and / AIARM ON time consuming problems associated with wear out or damages and the resulting system failures. � �� PUMP 40N j PUMP ON (3) Affords greater satisfaction and peace of mind to all concerned by providing state of the art protection \ OMFYOFF for costly and expensive surroundings. ® PUMP 1OFF VARIABLE LEVEL FLOAT SWITCH (4) Ability to change lead and lag positions by changing pump plug connection. ® ® D ® 'AURM' SK878 (5) Easy and economical to install. MINIMUM DISTANCE 2" BETWEEN PUMPS THE BASEMENT SENTRY 12 Volt backup sump pump system model 507 & model 510 Application - For Clear Water, emergency backup usage when power is off or primary pump fails. Extra Protection - When the primary AC pump fails due to power outages or system problems. • Storms • Brownouts - • Wiring or electrical problems Extra Protection - When the primary pump fails to keep up with excessive water due to rain or overloading. — Includes: Pump and control MODEL 507 MODEL 510 Charger Fittings TDH (ft) Flow (GPM) TDH (ft) Flow (GPM) Battery Case 5 23.2 5 33.8 (Battery Not Included) 10 12.5 10 21.6 14 Shut -off Head 15 10.6 For submersible or pedestal installations. 19.9 Shut - off Head See FM1311 (507) or FM1139 (510) for information. Suitably sized basin required. © Copyright 2004 Zoeller Co. All rights reserved. 5 Q o C) �n p 69 � y i d 4 o � c C 0 O is H .0 E N N'o O C y Q w 0 E � O O O. �L O p 0 c o ya o GL m Q j �' N 0 U N y Q C O O U N Y Z U = c c C p C� C .0... O LL C O O >, N N _ ' f0 N N .r > U c a C E Q 'p N N '_ Q U N m f0 3 Cl) I z w E o I _ a O W I. 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