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018-1004-60-010
n ~ ~ ~ G < ~ O ~ ~ ~ ~ ~ c ~ o m ~ ~ ~ ~ O ~ €°> n~i n~i ~, ro o o ~ sc c c ~ 3 ~ + Z D m D ~' -~ C W C ro m W I-D a ~c ~ ~ ~ ro a~ O m ;p C CD 7 o 'o C D ~ m -y nom. o~ ~ ~ 00 0: ~ rn -^ ~ Z ~ ~ N. N O ~ 7J 7 ~' Q 'p n -~ ? O ~ N N .- ~ X0 ~ o 0 ~i 0 m c an S d N C N 7 N O CD O Q O ~- o cn p ! ~ v n ~ ~ d o ~ ~ 7 fD ~ n ~ 3 N 'B ~ ~ 1 ~ ~ ~ ~ ~ I d ~ ~ ~ ~ ~ ti O A T ~'i 2 0 0 ~ , t%~ li ~ N W ~ ~ I ~ ~ A G7 a N ~ v -~ ~ o W ~ o o_ j N ~ O N ~ O 6t N ~ °~ _ 'I a .. o N ' 7 o a o co cn O N ~ ', N N ~+ . rn rn m '' N O c ^. ~ ', ~ Q D ~ d ' . . , ~ ' ~ o ~ D ai ai ai ' i ~ v v f~D ~ N O '~ O ' d N ~ ''I A ~ ~ i 3 ~ Z Z ~ D D c ~ n I m m m S ~ ii 7 N A _ I ~ ~ N i N ~'. `}~ Z fD C I J T n O A ' Y/ (D .. n I C ~ N ~ ~ C < O G ~ ~ Z Z ~ _ A ~ .~ i C < CVC < V1 Z (D ~ A T c 0 a d ry wyl !~ "'! .t `~ O O y fi A n cr 0 w ~J O O b a b UQ V ~ ~ A" WisconsinDepa„~~ent~fCommerce PRIVATE SEWAGE SYSTEM Safety and Bzilding Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)p>>)J Permit Holder's Name: City Village X Township Fritsche, Grant Hammond, Town of CST BM Elev: Insp. BM Elev: BM Description: f~- 3 cs TANK INF(~RM~TInN ELEVATION DATA TYPE ~ M~~ CT~t~~2 w Q2" d-i 11-Qr CAPACITY Septic ~--~-~-~ ~ Z sD ~ Dosing ~. Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. ~ ~ t -~o Vent to Air Intake ROAD Septic ~ 3 ~ i ~ ~ ~ Dosing a ~r 4 __ __ d' ~-- Aeration Holding ---. ----_._ .__._ ___.._---- PUMP/SIPHON INFORMATION t`~ 3C o• ~~ Manufacturer I nd ~LL~.J~ GP Model Number 6~ I, I u ~°~,~ DH Lift r Friction Loss System Head TDH Ft I~•ss ~./~ ~. ~ z~-~ Forcemain Length Dia. Z r~ Dist. to well SOIL ABSORPTION SYSTEM BED/ RENCH Width f Length / DIMENSIONS ~ ~- SETBACK SYSTEM TO INFORMATION Type Of System; IIICTRIRI1TIf1N CV",C'~ 'TI FQM No. Of Tr~e-n~c-hies Z I ' ~tn~=~-~ '/L BLDG W EL 1~6~ `"'"""~' St. Croix Sanitary Permit No 499126 0 i l /3~GFi~~=7 KHti•s. /o ~j feel ! tix No 018-1004-60-010 Section/Town/Range/Map No: 02.29.17.27601 STATION BS Ii! FS EL.E`~' Benchmark ~ . `~ Ie~, ~r~, Alt. BM Bldg. S z 3 I c~+.~-~ ~ ~ 3~/b G `-' ~. O'S t svHt In t ~ 3 8 5 ~,,.j 3e / 07 SUHt Outlet ~-- Dt Inlet Dt Bottom .ti X8.30 ~'Z. ~l Header/M~n~ }- '~ ~ r D , vo ~ r / .S Dist. Pipe ' S I • l v ~~.(pf>' , oS' But. System I I.2a ,go y`~. S ~~ Finah~Grga~de St Cover ~ , cn` ST,,~I~ ~--. o _ s.o' v-~ bars ~fre's 5-, ~ ~~ , O G ;~ ~~ ~ ' 3,~s 9~•~ 'YY~ ~F 6(~ .~ 2.3s ~ • S~~ PIT DIMENSIONS No. Of Pits Inside Dia. _- LEACHI MYanufacturec CHAMBER O UNIT,. del Number: Header/Manifold I t, ^- I ~' 3 ~ I~ Z Distribution r ~~ Pipe(s) ~~(/ \ ~ ~~ ~ ~ " 3 ~ x Hole Size ~ t ~~ x Hole Spacing r 2 ~ Vent to Air Intake _..._,.- '~ Length ` Dia ' Length `~' Dia Spacing ~ Cull rnvGO __ .,____.._.. ~..,..,....~ n.. ~.. ..J Mn..nrl flr Af_Grarin SvsYems Ur11V Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~L` / Z / ~%~% L1,.'SK~ .~lo ~ ~ inspection #2: ~~// /~_G~_ Location: 1116 192nd Street Unknown (SW 1/4 SW 1/4 2 T29N R17W) NA Lot 5 .: . ~. ~ ~ 5 Par 7601 r ~ T (,~,,,xQ~ ~ p .% v~^a-~, (1 et.2 cwuer~ :~.z n~ two- 1.) Alt BM Description = ~ 2.) Bldg sewer length = _,~ ~~sw ~~ ~~T'~" -amount of cover = ~ ~ ~et~`~1 ~~ --_. - .. .._ --~ ~ t - Yes _ I ~ ~~ ~ Plan revision Required . I ~ ~ ~ No i . ~ ~ --_._- r - --- ~` a ~ r ,t~ ~~ ~~ , ` ~ / ' ' ~ formation Use other side for additional in Date ~ ~ - - Insepctor's Signature -6710 (8.3/97) Safety and Buildings Division County n ~ ~ ~ ~ 201 W. Washington Ave., P.O. Bo 2 ~ - / ,~~~~ I~ S Madison, WI 53707 - 716 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266-3151 ~c~c~/ (o Sanitary Permit Application .D. Number f~ _ j~ ~ ~-~ r- , o -~ In accord with Comm 83.21, Wis. Adm. Code, personal i ED j ~, ~s. ~ , may be used for secondary purposes Privacy La , sl s.o Proje d/d~ress (if different than mailing address) L Application Information-PleasePrintAllInformation qGG 2 1 2006 ~~ .Z Property Owner's Name ~ ST. CROIX COUNTY ~ ~ Parcel #~ of # ~~ f ! 1 ..Ili' Property Owner's Mailing Address io n Property Locat ~P t~~ ~ ~ ~ ,~ Section 56~'° '~~C~~O Y i Ph N b ' '.9 e City S ~ Z p Code ~'(- n -~ um er one ~~ (cir e ne) pe of Building (check all that apply) S I . r 2 Family Dwelling - Number of Bedrooms CSM Num r ~ J ~ I ^ PubliclCommercial -Describe Use ~ ^ State Owned -Describe Use ity_^Villag To ship of III. Type of ermit: (Check only one box on line A. Complete line B if applicable) A' New System ^ Replacement System ^ TreatmentlHolding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner ~~ IV. T e of POWTS S stem: Check all that a 1 ~O 11~ ^ Non -Pressurized In-Ground ^ Mound > 24 in. of suitable soil and < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constntcted Wetland ^ Pressurized In-Ground ^ Holding ank ^ Peat Filter ^ Aerobic Treatment Unit ^ Reciarculating Sand Filte ~ ^ I `-~ . Recirculating Synthetic Media Filter ^ Leaching Ch tuber ^ Drip Lie ^ Gr vel-le Pipe ^ Other (explain) K ' J V. Dis etsal/Treatment Area Information: X = 2.1D 30 ='~ ~ . Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area R quired (sf) Disper/sal'Area Pro/posed (sf) System va t . Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constnacted Glass New Existing Tanks Tanks Septic or Holding Tank w,SS Aerobic Treatment Unit Dosing Chamber ~..~ VII. Responsibility Statement- I, the undersigne me responsibility for installation of the POWTS shown on the attached plans. Plumb Name (Print) ~~- Plumber' ture MP/ PRS Num erC L CO(J Business Phone Num/ber tt55 -~ Plumber's Address (Street, City, State, Zi e) ,~ VIII. Coun /De artment Use Onl Approved ^ Disa roved Sanitary Permit Fee dudes Groundwater Date Issued Issui Agent Signature o Stamps) ^ O eas Denial Surcharge Fee) ~~--tt~~ // v...JV'~' t ~. Z2. IX. Conditions o Approval 1 n,,,~/ ~ 3) U ~-~2- C~`~'S t ~ dU. T~ SY STEM OWNER: 1 Septic tank, effluent filter and ~S-~-c.t.c~q,~, qo ~.2~ ,QQ ~,~t. u,. . .~. ~ ~ ~ dispersal cell must all be serviced /maintained _ n Q~~ . as per management plan provided by plumber. NBC 2. All setback requirements must be maintained as per applicable code/ordinances. Attach complete plans (to the County Doty) ror me system on paper nor tens man grit x .. mcncs ~~~ ~~~o dol. ~ "ter SBD-6398 (R. 01/03) ' PLOT PLAN PROJECT Grant Fritsche ADDRESS 1622 110th Ave Hammond Wi 54015 SW 1/,4 SW 1/4S 2 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX SYSTEM ELEVATION 100.5' and 100.0' 2.5' sand lift 4 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE .87 ABSORPTION AREA 696 # of chambers none ,BENCHMARK V.R.P. Top of 1" CondUlt ASSUME ELEVATION 100' Filter ZabelA-100 ^ BOREHOLE Q WELL *H.R.P. Same as Benchmark Scale = 1 /4" = 10' unless otherwise stated Tank is to be properly bedded and provided with lockdown covers with approved warning labels Area 15' below system is to remain undisturbed / y 3% Slope ~! 97.5' 9 8' ~ ~~ Diversion B.M. #2 B- Pro 4 Bedroom House Huffcutt Combo Tank Please note: A wire is to be ran into this valve to install heat tape to avoid possible freeze up. Valve elevation to be 102.0' Distribution Valve 192nd St.1 Flow Well is to meet all Diversion Ditch setbacks found in ~- Comm. 83 ~~ NB.M. #1 ' . Property Line 230' .,'~ . commerce.wi.gov isconsin Department of Commerce August 18, 2006 CUST ID No. 226900 A7TN.• POWTS Inspector Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 ` CONDITIONAL APPROVAL PLAN APPROVAL EXPIRESc 08/18/2008 Identification Numbers Transaction ID No. 1310017 SITE: Site ID No. 716888 Grant Fritsche Please refer to both identification numbers, '' 192ND Street above, in all corres ondence with the a enc . Town of Hammond St Croix County SW1/4, SW1/4, S2, T29N, R17W Lot: 5, FOR:. Descriptio : Mo ~ Four Bedroom / 2 Cell / Interp. Determination, Object Type: POWTS. Component Manual Regulated Object ID No.: 1091755 Maintenance required; 600 GPD Flow rate; 6 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.01/O1), Pressure Distribution Component Manual.- Version 2.0; SBD.-10706-P (N,O1/O1); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), .Wisconsin Statutes, is responsible for compliance with all code requirements. 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: Reminders • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. Coy ,APP f3EPARTM ,/'iN OF ..(- C~ SEE COF • This plan has an approved Interpretive Determination (Transaction I:D. # 1004898) associated with this design. All of the conditions of that approval shall be upheld for the construction of this system. • This pressure distribution system is designed with a minimum distal pressure of 6:0 feet and a network pressure compensation of 7.8 feet. • Per manual cited above, limited activities are allowed in the area 15-feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other•similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c ' ~ SHAUN R BIRD Page 2 8/18/2006 • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec.145.135 and 145.19, Wis. Stats. • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145,20(2)(d), Wis. Stat • Comm 83.22()7 A cogy of the approved plans specifications and this letter shall be on-site during construction and oven to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead. . The above left. addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ~~~j ~ ~~~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday charlie.bratz@wiscons in. gov Fee. Required $ 175.00 °- Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist,. (715) 726-2544 Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 ~~CF~V~D AJ~ 0 9 20pa SA~~, ~ `" ~Jul~~ /I~GS Date: 8/ 8/06 Owner:GrantFritsche Location:SW1/4 SW1/4 S2 T29 N,R17 W1116 192nd St. Hammond System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01 /31) Pressure Distribution Manual Version 2.0 (01 /31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Mamtance and Contigency plan 9-10 Distribution V 'Ive Curve and specs. 11-21. Soil testa ntreptive determination report Shaun Bird Signature_ License nu j ~~~lly ~~~ F CQMM C!; ~N f3fNCS SPpNpEN • PLOT PLAN PROJECT Grant Fritsche ADDRESS 1622 110th Ave Hammond Wi 54015 SW 114 SW 1/4S 2 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX SYSTEM ELEVATION 100.5' and 100.0' 2.5' sand lift 4 BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE .87 ABSORPTION AREA 696 # of chambers none ,BENCHMARK V.R.P. Top Of 1" COndUit ASSUME ELEVATION 100° Filter Zabel A-100 ^ BOREHOLE O WELL *H.R.P. Same as Benchmark Scale = 1 /4" = 10' unless otherwise stated Tank is to be properly bedded and provided with lockdown covers with approved warning labels Area 15' below system is to 96' remain undisturbed Pro 4 Bedroom House 192nd St. Huffcutt Combo Tank Please note: A wire is to be ran into this valve to install heat tape to avoid possible freeze up. Valve elevation to be 102.0' E 97. Diversion IS.M. AFL low Distribution Valve Diversion Ditch #1 Well is to meet all setbacks found in Comm. 83 Property Line 230' Page~Qf Cross Section Of A Mound System Using y ~-.~'~,~`'' For The Absorption Area Trench Of ~" - 2~" Aggregate ~'+ A99 raga to iie i ow Pipe _ sand 5" Topsoi`i ~ ~i ~'~ ll Manifold Pipe i - _- - - ~ .~: Synthetic Cover ~teter~t a I Distribution Pipe ]~_ M-~-- ~D ----`ems $ Slope -L1lndisturbed Soi i ~" P 1 owed Laye r D~ t. f ~~~ Ft, --~• ~ ..~.._ F ~Q Ft. ~ ~Ft. ~ ~ ,,,~ t. Signed: License tiumbe r .~--~_ Date: -~ W a Trench Of ~" - 2~~~ Aggregate L Pian View Of Mound Using Z ~ef~~For Absorption Area $~/ Ft. c ~ 3 Ft. i<~Ft. L ~ 13j Ft. J ,~~Ft. i 13-~ Ft. .______ w ~~~ Ft. ~ Observatian Perawnent Marker P i Pe - - - -- - -- - -- _. A •- ------- _ --_-- T r ...- ~•-~-Distribution P i f r - -.- - _..-.~. ~ ~. _ s _._._ ~ _~``'~'~' Force ~ Main Page~t~fi Q~stribut~on Pik ~3et~~~ far ~ l.~atera3 1~erk * Last Hole Shauid Be text 70 - uTut~[~t -uA~ ~CL~Rh4t1T~ ' P'~C ~¢rce Mai n ;~'~"'~ L P~fC i~istributson Pipe ,~ p =/-~- ~QCCe s~ ~~x /~ ffo3~'' ~34a;~ae~er ;nth P ^~~~ fit.. '_"'.- ~ ...t_.:.-.. inches Lateral Dia~teter ~„~~2-' finch{es} farce Ntain #3iaateter Z c,~1~s/c~te5 ~ ~~ Rises ! T ~~ Of Haieslp'1Pe ~~!! ~"/ invert E~erratian tTf Laterals ~~ ~t• 5sgned~ License iffier: Date: ~- ECTZC;~i ANO cp£CZ~ ICE~~'It}nF5 ~ AMP ~~R~iB£R ~Rfl~SS 5 SEPTIC TAN3C n ~tEATHERP~~ APFRt3V ED ,~ ~~~. ~BD,~E .GRADE ~ .3il1~CTIfli~ $OX ~vHt?LE CdvE~ ~__ GI ~1£13'C PIPE I~INi3(~~ 4it ~IT~ CflN$UIT ~i/ P1~?L+~K ~ y ~` FRBM D4flR, ~ ,1 ~IAR1~I~tG ~tR$E~ ~R£~R ?SLR ;~tTAiCz' ,,,~~~nl.' ;J~r ~~ ,_,., - :. I I#L~T E , c,AS- ~pp~wE~ __,~._ ~AT~ ~s~~T sER~ ~ s~~T ; ,~;ors ~~tr~ ~ ~~~ P t L7 EF,, """__'.. ~ f s ~ ~ Oil ~ZQ SDIL ~I?E 3 ~ SQLID g ~~ l~T - '~- ~~ APPROVED SEOI3~R~ UI+~DER. T.p~~;C i f~1 a.l~QlF7`O ETE PAD S P£C~F~CATZ OiJS 3?AY sEP'MC f Hass ~~-~~~ ~r~a~~ ~OS£s ~£R ;AAi~C l4ANtJFACTi3RER = . £3fl5£ ~ O ~ M£ ~ KC ~U13dG _~ C,AL s~ GAi. FI.t2~tSA~K= TAIt~C SZZ£S : SEPTIC,_,.~-~----- £~!°1L. w % ~ Z3d1CFD:5 ' ~~:.S-Y---GAL- Dt}SE ~ CAFf4C T?i g~5 = A .--- 3 U C. 5 ~ • ~ INCISES = ~_---~L_ ALART~ I'EANY7fAC2i3ii.£A;- g = ~_ __r..-- ~ a'r1~ZTCH~~~ : ~ ~f - C - ~ INCHES = ~n~~ ~ G1''L. -e., l ~ i ~-~L PLi34F MAi~FpC~Ii£K : .- D c ~ ;TUBES BpDEL MJl~SER % - i ~3 tdt=,C SseTT3sCIi ;+1*PE= S f PiT~ISP £ AI~Rt"t irt2RIKG AS PER IL ~~ tJ~ ~~ F~£T REQU;R£D DISCHAR{,E RATE ~_~___ GPii - TIEE~ pIP£ •~...-~ _ FEAT EEi~ gt7?iP OFF ANg`4D XSISi3 • FEET VER'fECAL BIFF£R£3dCE SE~'~ ~= FRZCTIQN FACTOR pEET ~ t~SIMI~N ~£Tfu1pRK SI3PPLY ~R ~SSiIz~~T/IIIg gT_ ~ ~ Fx£T F4?~~£KAIH ~' ~flT.#~L ~YR~~C HEAD ~ ~ /~ DTp~y~'FER ---_ t14T£RNAI. ~?Zi~BNSICNS OF PIMP '~A2~3C: I,IQi3II~ $~^~" S I~PtEI3 LZCEi~sr. ~~Bwg if~8 4 w ~_ 0 0 f- CONSULT FAC RY FoK, ~rt~ • Timed dosing panels ailable. '`' .Electrical alternato r duplex systems, are avail an alarm. • Variable level I switches are available for co systems. • Double piggyback variable level float switches are level long and short cycle controls. • Sealed Clwik-Box available foroutdoor installi~ • Over 130°F. (54°C.) special quotation required. 1521153 Series' TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE MODEL 152 153 Feet Meters Gol. Liters Gol. Liters 5 t .5 69 261 77 291 t 0 3.7 6 t 231 70 265 t 5 4.6 53 201 61 231 20 . i 6. t 44 t 67 52 197 Z5 7.6 34 124 42 t59 30 9. t 23 87 33 125 35 t 0.7 -- - - 22 is5 40 12.2 -- -- t 7 42 ~ck Valve: 35.0 F:. (11.6m) 44A Ft. (13.4m) otasoe ett xc eau ,,.,... - 2 or 3 x,153 Its 1 loon io.5 ~ SELECTION GUIDE BN153 115 1 Auto 10'5 incluied 2 or 3 1. Single piggyback variable level fbat switch or double pig9Y~~ ~~~ level float Et53 230 . t Non 5.3 1 BEt53 230 1 Auto 5.3 mduded 2 or 3 switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical ARemator E-Palc o catmoH du iex 3 3. Variable level control switch 10-0225 used as a control activvator, specify P AU inftallation of controls, Protection devi ~d~ should ha followad'mcludinq the ost or i4) float system. Geensed electrician. AR electfical and safety recent National Electric Code (NEC} and the Occupational Safety and Health Ad (OSHA). RESERVE POWERED DESIGN For unusual cGndifior-s a reserve safety factor is engineered into the design of every Zoeller pump. -- MAIL T0: P.O. BOX 16347 of.. Louisville, KY 40256-0347 Manufeci++rers ~ SHIP 70: 3649 Cane Run Road ~~ f~uMas ~,vCE ~~~~ • O ® Louisville, KY 40211.1961 a ~~~~ L O (502) 778-2731.1(600) 928-PUMP FAX (501} 774-3624 hnP;//www.zoeller:com ©Copyright 2000 Zoeller Co. Ail rights reserved. vat ~ MaHa~~N[~~ P~~ POW;'S Q~(i~tER'S l~-~ ~..~,~x sP1rC~FitgTEpA(S ~~ ~ ~rapltts Ntlm~ ~'Cott>metC~ Units 11aw (ave~a9ea x 3oi7 ~'+pP~Or' ~~ intit~ Quality Fad Oil b Grease ('FOGS ~~ pxygt=-n Demand {BClD~ Total °d Sor~ds {'ti.SS) Pry QuaGry ,~ MA OOsl Biadtemlcal O~cygen ~ S~ ~~ [=eCal ICoCifotm (g~n'~ic mean} Iy~oirnurn 1~tlUerit Pgrtid@ 8'¢e SerYtce Event ~n of tank(s) Pump caoout nbents of tanks) tnsped d~sP'Ersa'I ceti(s3 Clean ~iueni titer inspect pumF. p~-P rxantrots 8. atarrr~ Fiume {amerals and F test p ~rlA Monthly Svera9e" ~ mg/i- Q2fl mgn- Sew Y Sg~sfcTank Manus ~~ ~r Manufa~ Eftfaeat ~fi er~Modet Pump~Tank Capa~Y pump Tank Mancttat~urer pump Matiufiat Pump MocisI I'ag~_ of D t+lA tin t~ ^ NA ~~~ L7 tJA D [HA ?`~ ~t~/~. mar= J~ NA 1 s3 i1 Sar~dlGca~ 'P'fter t3 Peal Fliber n Ivledtanlcal n. D Wetland ('~ Other . D Disinfestion Monthly average" Oispersat cerlCs) - III nvund (pr+essutiaedl S30 mglL D In-~rouncl ~~~~ aund 530 mgt- O 14t-3~e D Other_ . Q Ori ne s-t ~ cfi~t4 00mt inch ~ameter ~ values:YP~ far cf I~h'oortu~+erctan anQ tusk efi4ueest. .~ YY Ia ues tYPkaE for P~~ Service Frsgetency D month r{s) iMaxinseern 3 yrs•3 A2 least once every oafs one-fhnd {yea 4f tank voiurne iNtsen combined sludge and scorn e4 Eiiazimurrt 3 yn:-) r D rnanths ~ rts? y At least once eve D rn°n~ rfs) . At least anc~ every sj DNA Rt Least once every D mo S) 0 NA 3D n,onttls At feast anae emery , L7 months a yesrfs~ DNA At least once every D months D years) DNA At Least Once every one . one of the fQllowing ficettses or FdAtNTEAtANCE 18tSTRUCTIONS ~~ strati be made »y an ind'nvidual carr}nng r PbWT^ Mau-tai~r, Sep~Se ,.~ irs and dzspe~i piurnt~e+" ins prpke i ~M~sbar Picrmber, Master Restricted Sewer pflWi"S mrss>ng or n its must . an at fhe tar-kCs) to idenSfY any ate. mCiud$ a visual inspecd a and scum and to check for any ~"~ up Ser-~ ~raior. Tank insp~o ore the volume of combined sludg ~ check the etflc>ent;evels of eliiuent on ttsa trard~ ~ ~Y cracks or leaks. meal The disyer~ ~~{s) shad b8 vlsclatiY. or pOr>dltt9 of etttueni ort the grotmd surface- ndusg of effluent on the greund surface. The pondi~ auihoritY- m the o Olt and m check far any Po wires itze Imrnedjaie notifica~an of ~e kx~l regula~Y grourxi sutfac~ ~Y ind'u~~ a faTng ~tdltlon and req Q< rntlte pf the tattle volume. tfte of sludge an a Septa9e ~l~i g O{Jerato>• d d~~~ of in aabndan~'"`~ ch NR WhE4n the combined aocumulatron entire contents of the tank shall be rerno~fed by ~ t ~ponents; and any 113. V~iscansin Admir~s¢at"~ Code. - onerEts, pretrr~:al~n i1~ ot- pressurized POWT'S Damp a i~~ Mam~~ '[i~le seftriartg of efl9uerti ftlbets. mec~ta event. o#ttermafnterrance yr rrtoctibvrirtg at ink of 12 mar-ths or less shat( be P?~d of cnmpleetion of any servicE A 5e shad ~be prnvideci to ttte Iotat fegviatory atrtharify viri~lin 1a days S~•ART tJP ANO OPERr4TlON th8 ~ p{ painlrRg Produce 4r ath~ Fa ntwir oonsh'uaroa. prior fio use of the PpiN7'S check.treatn"tert# tanks} for ce l s . if cQneenbra6ons ate chernis~is that may iirripede the ~meni pnppess anQlor damage tfie dis ~etsai ~ {~~ La use_ Q ilaYe ffie ovntents of the tanks) removed hY a septage servicing >~ i ,~_, i ~. Page`_ ~~ System siad up shah not oaxtr when ~T~conditions are frozen at the infi~r"dtive sucf`ace_ . 0~9 * °~~ t~P ~~' ~ f~i above notma3 lxlghwater levels. 1r~then po-~c is rest~t~ed Mlle etax~ ,bras6e~rater~ be domed to fife dtspersa{ oeu~s~ in one Jame dose. o~reriraadn9 the aes(sj.and maY n~trit iq the bacgrp or szn4aoe disdtarge taf eft{c~t. To avoid this sitira#ion have the contents is£ the pcs~g Manic temaved by a She Se~n9 Operator ~~ ~ p~~ ~ the e'fncrent pump tx corztad a P{crcr~ber• or POWTS ~ La aS5i5t itt t778ti[18N}r Ope~ng ~ P~F ~~ #o J' °i..~fof a no[mai fevers YKlfttiFt ifle j3utTij? ta~G. Do ~ drive or pas3c ~ ~ and dispei~ Do not drive or patio overt or o~~eiwise drs~ub or+compac~ the a[ea w~ i5 finet down sbpe of any mound or a~-grade sa"~ absi~rgt7on am~.a Reat~on or-eiunlnatlon of $le #olfa~lring ~m the wastes~rater strsam may imptvnre tfle performance and prolong ~ vt the PpVltts. atitr'blo6Cs; ~~ ~~; candoms; ~at#on swabs; dec_it'easer;; denfai doss; drapeis; d~ fat: fnutidation tSta~tt {scene gvtng} vsrafer, fruit acid vegetable peelings= gasoline: S tides; meat rte ~ ~ ptudttc~s; p~sfictdes= sarir~ary napkins; tampons: -said softette~r belrte. ABANDOI~(ENF Yitherr fife POV1ri'S fairs andlar is pem"12nerrtiY.taken art of service ~e fi~Jfas~rJng steps sha17 ~ie taken ~ inSZrte that fie sysiP-rte is Pmperi)'~a~d safiery abandoned in corr-plianc~ with ch_ Comm 83.33, YiTcsaonsin Adrt6~re Code: ~ A~ P~9 ib tanks and pits shaft -be disa_ ~naected and the abandoned pipe operfJ[sgs seated- - . TT+e contents of aft tanks and pits SttaE! tae remavect and property disposed of by a Septage-Servic€rrg Op~ator_ Alter pcrmp{1tg. aU tanks $nd Pits shafI be excavated and removed ar their pavers t~maved•and tfie ~noicf space fitted wdit soil .gravel oar anoitaer inert solid roatetiaC . CQPtT'fi~fGFSICY Pi.AN tf the Pt?WTS fa$S and t'atnnot be repaired the fottrnvir~g measures have been, or must be fakes, t)D pravide a code wmpiranf repiaoerttent 53isterzt: ~ A ~~~ nePiaaemenYarea has been evaluated and may ire utilized for the ioc~tion of a replacement sate absorption system_ 3hs: rieplaCement area should tae protected from disturbance and compaction and shautd rrot t:e infringed upor+ try required ~-~'r~ from e~sting and propas2d srrudure, lof ficees and v~nelLs_ Far7ure to protect fhe rePiacemerrt area'v~i result in the need for a new soft and site=evatuatiort to estab~sh a sudabte replacement area_ Replacement systems must txsrnply Yvitn the :ales fn effect at That time_ © A suitable reptacemen# area is not arailabte~due io setback andlor soiE 1zmita#ions_ J3arrRng advances in Pt,7WTS technatogy a hotdrng tartK irtay i7e in-stalled as a fast resort to replace fire faded POINTS_ ~~e site teas not been e~raiz&tfied 4o idenfiFy a suitable repface~nent arta_ €ipon failure of fhe POWTS a soil.artd / Site evaluaSon must be perforrt7ed #o kxate a' suitatate replacement area_ if no reptaoemesi# area is avarlabJe a. otdtng tank may tre iris~tlfed as a last resort to replar~ the failed PO'l7Y-T'S_ and ai-grade soII abso[pfron systems may be reconstructed in plate fnlro~r~g rsrnawal o€ fhe tsiomaf at the ire surPatae., R~n~tctions of such systems must comply with the rules to et£ect at that time. <cWAftNlNG>? S'1=P7lC, P[l11dP AND OTHER TRFA77ldF.NT TANKS lfliAY COhtZ'14Jt~t LEFHAi_ GASSES ANI]fOR iNSE7FFiCiEM Q7Cl'fsEN. i30 NOT E.i~'ER A SEPTIC, PiIN{P OR OTHER TREATMENT TANK Cit~iDER AMY GtRCf3MSTANCES_ DEATH fitfAY RESULT. RESCUE OF A PERSO11i FROM THE INTERIOR OF A TAi+[K IYiAY BE I)IFFIGULT OR I~IEPOSSiBLE. . ADDtTTONAL COM1f~ENTS POWi~ INSTALLER I Phone -~ J ;,~ --- PtaVYrS liifl4Iirrr"AEP{F.R Marne .~~,~_~ `,,.~- Phane jJ °' y --'f SEPTAGF S~RYECtNG QFERAT~R Pt/MP ~~~- ~GUI.~TOR~t A~NORttY t~tame ~ ' Ager3c3r ~~ Phone J^...- ~Ld 'S ~'`r Phone ~,~ b "" Cj Fhis acararr~t eras d[a1God byr the staKs ofthe Green Lake. A+tatzruetta and Watrshara Ca.~nty ZvnTng and SanAatien a9t~es_ Tltk dtt~ nth 41e m7nimuom tbQvirg of eh_ Carrxn 832~(b} f1X6jddf} a*sd 83.56{1}, (71 ~ (3}. VY+saartsin AQr: ttnls7r~ve Cady [Ise of d$s doCVnrent flOeS trot guarantee tl~t perfatmatsce of the POWCS. OtAW (1N1J Distributing Valves ~1~ICart10I1S Automatic Dtstribu[ing Valve Assemblies are used to pressurize multiple zone distribution systems iriclucting textile fitters, sand filters and drainfiekls. cd Speci~catior~s Side Yierr ~sltefa~ • 7-SAti~~3~-98~ Orenco's Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump's flow to multiple zones or ceNs in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfields. For example, a large community drainfield requiring 300 gpm can use asix-line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. Orenco only warrants Automatic Distributing Valves when used in conjunction with High-head Effluer>t Pumps with Biotube' Pump Vaults to provide pressure and flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies (NTP-VA-1) for more information. Standard Models V4402A,V4403A,V4404A,V4605A,V4606~6403A, V6404A, Vti605A, V660tiA Norr~enclahue - vo qty Number of active outlets Model series: 44~= 4400 seeries (2-4 ovdcts} ~ 64 = 6400 sezias ~i6 X5-6 outlets) Distributing valve Of ~ip16h11I~t Ad F~6ngs: SCtt 40 PVC per ASTM specif~ation Unions: SCh. 80 PVC per ASTM spec~catan Ball Valuer SCh. 40 PVC per ASTM spet~gRSon Clew' Sch 40 PVC per ASTM speaficaroion V4)00(Distiibr~tirlg Values: 'strength nor>corresive ABS polymer and stainless sleet Vt7000 Disaibuting Vahres High-stns nontrorroeive ABS polymer, stainless steel and die cast metal .vk>I Rev.3.i.®IIR~ t~>t efz ~~ BottomY>HVr • Di~ribu~ng 1~aives ~cootinued~ ~~ >~ a, _~ 15 ~ 10 0 J "° 5 m _ . 6 0 -Model 5ae (in.) hdet Outlet ~iae (ina Raw ) Max HP.ad (it) NGn V4402A , 725 125 10-40 170 1 0 ~ V61217 V4403A 723 125 10 - 90 17'tl VB1217 V4404A 125 125 10 - 40 170 RR2418 V4605A 125 125 10 - 2.5 10 - ~ 170 RR2418 125 725 RR2418 15 15 -100 5 1S RR2418 A V 4 75 7S 75-100 03 6 6404A 75 1S 75-100 3'45 RR2418 V V6605A 1 5 1 S 15 -100 3145 RR2418 ..,........ . ~ r ~ S 15 - 700 345 418 NSO.4FiUk'1 Re1t 3.41D 1101 paae2ef2 ~~~- 5 10 15 2D 25 ~ ~r w ~ .•,• -- -- Flow (gpm) commerce.wi.gov isconsin INSPECTION REPORT Department of Commerce SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www. commerce. state.wi. us/sb ~------...~,.,.,,.~,.,_ (715) 726-2544 Date of Inspection: une 29, 2004 Plumber Name and Addres Project Name rends Unknown JUL 0 ~ 200Q. Use: Residen la Legal Description: SW, SW, 2, 29, 17W ~1~ CRU!n~UUN; ~ Site Number: 684326 w ~, ,~~ (,~ Certified Soil Tester Name FFICE Subdivision: NA ~ ~ ? Thomas C. Nelson, CST 227387 Municipality: Town of Hammond 1432 120th Street County: St. Croix New Richmond WI 54017 Plan Transaction Number: 1004898 Owner Name and Address: Sanitary Permit Number: NA Daryl & JoAnn Berends 1122 192"d Street Wastewater Flow: 450-600 gpd Baldwin WI 54002 Persons Present: T. Nelson, K. Grabau An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less. than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope,. landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile (near CST B-3) was described as follows: 00-08" 10YR 3/3 sil, 2msbk, mfr, as. 08-09" 10YR 3/3 sil, 2msbk, mfr, as w/f1f 10YR 4/6 rmfs. 09-17" 10YR 4/4 scl, 2msbk parting to 1 mpl, mfr, cw w/ cad 7.5YR 5/6 & 10YR 5/3 rmfs. 17-24" 10YR 5/2 (reduced matrix) cl, 2msbk, mfi, w/mad 10YR 5/8 rmfs. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability (2mpl structure in subsoil at CST B-1), the linear loading rate should not exceed 4.0 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ftz. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of .the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. Leroy G. Ja ky, Wast ter Speci ' t Ljansky@co merce.state.wi.us - ail 715/726-2544 Voice 715/726-2549 Fax cc: County ^ Plumber ^ CST ^ Owner ^ Other • ~: ~ commerce.wi.gov isconsin Department of Commerce \, ZC" ~, Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. co m m e rce. state. wi . u s/s b www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary July 06, 2004 CUST ID Na. 227387 .4TT.'V: POWTS Inspector THOMAS C NELSON ZONING OFFICE .ENVIRONMENTAL BY DESIGN ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/06/2006 Identification Numbers Transaction ID No. 1004898 SITE: Daryl & Joanne Berends Site ID No. 684326 Town of Hammond, St Croix County Please refer to both identification numbers, SW 1/4, SW 1/4, S2, T29N, R17W above, ul all corres ondence with the a enc . Lot: 5 FOR: Object Typ~ Soil Saturation Determination ~' Regulated Object ID No.: 961163 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: Interpretative Determination 1. Approval i hereby granted pursuant to Comm 85.60 (2), Wis. Adm. Code to estimate the depth to seasonal soil saturation based on an interpretative determination. This approval and determination negates the requirement in Com 85.30 (2) (bl, Wis. Adm. Code to designate the ground surface as the highest level of saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. At least 30 inches of sand lift on top of a 6 inches minimum of unsaturated in-situ soil for adequate treatment and dispersal is required. 3. The basal soil application rate shall be 0.20 gpd/ft^2, and the linear loading rate 4.0 gpd/foot. 4. Chisel plowing to a depth of 12-15 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum that is weakly structured and slowly permeable. 5. Landscaping up slope of the mound shall be incorporated into the mound design to divert surface water drainage around the mound system. The mound landscaping and up slope surface water diversion ditch shall be located .and constructed as per the site plan and landscaping specifications in the interpretative report by Nelson. 6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change of if saturated conditions were observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 7. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 8. A copy of this approval letter and attachments must accompany the mound system plans for this site. THOMAS C NELSON Page 2 7/6/04 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. If plan index sheets were submitted in lieu of additional full plan sets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, eroy Jansky, Wastewate S cialist Integrated Services Bureau (715) 726-2544 Voice (715) 726-2549 Fax lj ansky@commerce. state.wi.us Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 WiSMAR'T code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Introduction: ~ 1 n~ 4 R J 8 On April 28, 2004, Thomas Nelson, CSTM, Environmental By Design conducted a soil and site evaluation on property owned by Daryl & JoAnn Berends, located in the SWl/4, SWl/4, Section 2, T29N-17W, town of Hammond, for the purpose of a septic system.. 'This investigation revealed that the soils were only good for an A+0 mound system through an interpretive determination as designated by the Wisconsin Department Of Commerce's Administrative Code, COMM 85. Methodology: Backhoe pits were provided for three borings, 1 through 3, with interpretations of the sites suitability being conducted by using soil redoximorphic features, soil texture, soil structure, soil color pursuant to the guidelines under Chapter COMM 85 of the Wisconsin Administrative Code and using the USDA-NRCS soil descriptive system. During this field investigation the landscapes morphological features, vegetation, and hydrology was determined for the purpose of this Interpretive Determination as defined in COMM 85.60(2) of the Wisconsin Administrative Code. Upon completion of the collection of the field data, which included the accurate measurement of the site featured locations; site plans, the system design and this interpretive report have been developed for review. The intent is to demonstrate that a minimum of 6 inches of unsaturated soil exists on this site and the influencing factors on this site would allow the compliant installation for the purpose of a mound system serving a residential use on this property as allowed under COMM 85.30(2)(b) of the Wisconsin Administrative Code. Local Hydrology: The local hydrology of this site is influenced by the average of 30 inches of precipitation received, the soil properties, and localized geomorphology. The seasonal issues such as frozen ground and warm temperatures also influence the site. During the winter months when the ground is frozen, there would be an accumulation of snow with any melting action running off the site on the surface of the ground. Spring rains would produce additional surface runoff until the ground has thawed. Upon thawing, the permeability of the soils would be moderately slow due to the silty soil textures, and the location of the site, with it's limited upslope watershed runoff, would be minimal. Summer temperatures and plant growth would provide removal of soil moisture through evaporation and evapotranspiration. Local Geomorphology, Soil Disturbance, and Local Topography The geologic interpretation of this area directly related to the glacial geology of the Eastern St. Croix Moraine, a ground moraine that was formed by the accumulation beneath the glacier and resulted in a composition of stony, reddish-brown glacial drift. Post-glacial windblown silts formed loess deposits that overlays this till. Below is the Cambrian bedrock Prairie Du Chien formation, a dolitimized limestone formation. Soil forming activities have resulted in what is known as the Northern Till Uplands soils resulting in dazk silty soils. The site is hay field planted to alfalfa one yeaz ago It's position on the landscape is at the top of an upland hill, being divided by a driveway on it's upslope side. This hillside has a 3 percent slopes and was probably formed as the advancing ice scoured the landscape, retreated, depositing the till material, forming the rounded knobs of the hillside. ,~ RECEIVED MAY 2 7 Zt~C+~~ Soil Series and Mapping Units SAFET1f & BLDGS DIV. The St. Croix County Soil Survey has mapped this area as VaB or Vlasaty silt loam, which consists of moderately well drained soils on ground moraines. These soils formed in silty sediment and in the underlying clay loam till. The subsoil is saturated with water for long periods of the yeaz. Redoximorphic features are absent in the upper 8 to 9 inches of the soil profile, indicating swell-oxidized condition and free of soil saturation. The redox features increase in intensity and frequency with depth suggesting longer periods of saturation the deeper you go. Also represented in the soil borings were plant roots at depths of 26" and the presence of worms at a depth of 12". Data - The soils evaluation report and system design have been included with this report, - A copy of the USDA Soil Survey map that provides the soil-mapping unit described above. - A USGS Topographic Map, revealing the geomorphology of the site. - POWT site plan, representing the best location and layout of the system that best treats and distributes the systems dischazge water. Government Reports The state of Wisconsin Department Of Commerce has not completed a site investigation of this site as procedures have been changed by this agency. Upon receipt of this plan this investigation wilt be conducted. Additional Information Unique to the site During the evaluation there was the observation of biological activity in the form of worm burrows and roots. Worm activity was recognized at a depth of 12 inches in boring 1 and at a depth of 11 inches in boring two. Root activity was observed at 26 inches on boring 1,16 inches on boring 2, and 15 inches on boring 3. It is recognized that these biological activities are normally not apparent in zones that are saturated. Recommendations The recommendation for the site would be for the site to be chisel plowed to a depth of at least 12 inches so as to breakup the soil interface and reorient the platy structure in a more vertical position so as to aid infiltration. From the upside slope of the system area, 30 inches of ASTM C-33 sand lift should be placed on the plowed area. This provides the 36 inches of necessary vertical sepazation to provide the necessary treatment of pathogenic organisms. The recommended mound design uses a lineaz loading rate of 4.0 gpd/ft and an in-site soil application rate of .0.2gpd/fl .This will be accomplished by designing the absorption area to be long and narrow and extended the down slope toe area to a 5:1 dimension, effectively increasing the basal azea and eliminating the chances of toe seepage. Additionally, the slope on the upper toe edge of the mound will be constructed so as to be a slope with a 3:1 side slope at each end and a 6:1 side slope for the I dimension at a point I./2 so as to help divert surface water from the upper slope. Finally the design requires that a water diversion ditch be installed above the mound so as to divert surface waters from the upslope area This should be installed with a 5:1 slope, a width of eleven feet, and oriented so that it traverses the contour slightly, draining the run off water north and down slope of the mound area. Conclusions I believe that this site will accommodate the proposed private onsite waste water system for the following reasons: The described soils in this location differ somewhat to the mapped description, which represents in its description a more gleyed subsoil with 10yr6/3 light brownish gray color. This possibly suggests dryer conditions in this area. The soil series description also does represents seasonal high water tables from 3 to 5 feet and I feel a more accurate representation would be 8 to 9 inches as evident by the redox colors at that depth. Similarities between the described series and my findings represent an increased contrast and abundance of the redox colors in the subsoil the deeper you go in the profiles, suggesting increased saturation for longer periods at greater depths. - The biological activity in the soil as represented by the roots and Earth Worm presence, suggest that the soil has not been saturated in the most recent history of the soils. These activities cannot survive in saturated conditions. - A design with a long and narrow system representing a Iinear loading rate of 4.0 gallons per day per foot and an in-site soil application rate of .0.2gpd/ft~t. This configuration represents the best distribution of the wastewater, spreading it over a longer area. With the increased height of the mound, there is the assurance that there will be 3 feet of filtration between the bottom of the system and the zone of saturation. Also built into the plan is the increased dimension of the upslope of the mound, providing a 6:1 slope at the L/2 location, and the addition of a drainage ditch above the mound. These last two additional features will minimize surface runoff onto the mound area from higher elevations behind the system. The total design assures that the requirements of Comm. 83.41 of the Wisconsin Administrative Code are being met so as to properly filter the wastewater and to assure that there is no surface discharge, with discharge going below grade. - The mound septic design and management plan provides proper treatment of wastewater and expected system longevity. Accordingly, the plan submittal addresses the methods and design for treatment and dispersal of the wastewater below the surface as addressed by the code requirements. The final authority for this site's approval rests with the appropriate regulatory agencies: the Wisconsin Department of Commerce and the St. Croix County Zoning officials. ._ ~~~r~.~~- May 25, 2004 ~ Thomas Nelson Date P.O.W.T.S. Conditionally ~~~~ovE® DEPARTMENT Of COMMERCE DIVIS N Of SAfETYAND BUILDINGS _ -~ EEC RE5P0 ENCE ~.. ~"'~ ;, . -~`~ °'~.:~~ I w ,.., ~'S,~ ~~ °'i~f7 ~+ Daryl & JoAnne Berends SWl/4, SWl/4, Sec 2, T29N-R17W Scx~le 1" = 30' BMl Top of conduit 100.00' BM2 Top of conduit 96.95 B19~8.80' B2 96.70' B3 96.40' 230' B3 B B2 ss' Mound area approxim y 140' 48' B~ ~ 20' 3% A 44' A' 4T ,~ BM2 B' X11' wide diversion ditch 5:1 slope for the pu e of diverting surfs ester from the back si of the mound. This ditch nsverses the cont r Ilne and drains north ast of the mound .aC ~0• ~ L _ ~~ BMl 7~ T~~ _ T 0 w n R O 8 d ~ ~ 100' / 3E lot corner ..-~ ~ ~. ~~ ...~ ~ ~.. ~.- ~~ ~ ...rte ..~~ ~..~.. ..~ .. Driveway A 11~ A, B 11, B' 1' 1' ThU~ ~ eIeOII 98.25, cross sections of ditch 97.75' 1' flat ditch bottom Wisconsin Department of Commerce SOIL EVALUATION REPORT p~ 1 ~ 3 Division of Safety and Buildings m accoraance wrtn ~,orrtm aa, vns. fwm. was ~My St. Croix Attach com lete site lan on er not less than 81/2 x 11 inches in size Plan must a . p p p p indude, but clot limited to: vertical and horizontal reference point (BM), direction and p~ l,p. P~~g percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. ~~~~ by Date Personal irHonnation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location ~ Daryl & JoAnn Berends ~. Lot SW 1/4 SW 1/4 S 2 T 29 N R 17 Properly Owners Mailing Address Lot # Block # Subd. Name or CSM# 1122 192 st 5 pending City State Zip Code Phone Number ity ~~Ilage own Nearest Road Baldwin ~ 84002 ( ) 192nd Street New Construction Use Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 GPD Replacement ~ Public or commerdal - Descxibe: Parent material Loess over glacial till Flood Plain elevation ff applicable ~lA R Generel ~"~n~ This site is suitable only for an A+0 mound design and recommendations: ^ Ong # ~ Boring pit Ground surface elev. 98.80 ft. Depth to liming factor 8 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ff in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Etf#2 1 0-8 10yr3/3 - sil 2msbk mfr as 2f .6 .8 2 8-11 1 5/4 ctdsyrs/s sil 2msbk ~ cw if .6 .8 3 11-15 10yr5l2 c2d5ycs/8 sicl lmsbk mfr cw if .2 •3 4 15-21 10yr4/3 m2psyrs/8 scl lmsbk ~' cw - .2 .3 5 21-28 10yr4/3 m3p5yrs/8 scl Om mfi - - 0.0 0.0 2 Boring # B0n"g 95.70 9 Pit Ground surface elev. ft. Depth to limiting factor in. Soil icatiorr Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fP in. Mansell Qu. Sz. Cont Cdor Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-6 10yr3/3 - sil 2msbk mfr as 2f .6 .8 2 6-9 1 3/3 - sil lmpl mfr as if •0 .2 3 9-11 10yr5/4 flfsyrs/8 sil 2msbk tn& cw if •6 .8 4 11-16 10yr5/4 c2dsyrs/s sicl lmsbk m¢ cw if .2 .3 s 16-22 l0yrs/4 m2PSyrs/s sicl lmsbk m{'r cw _ ..2 .3 22-25 l0yrs/2 m2psyrs/s cl Om mfi _ _ .0 .0 `Effluent #1 = BOD > 30 < 22U mglL and TSS >30 < 150 mg/L 'Effluent //2 = < 30 mgfL aril rSS < ~ rrgft_ CST Name ( Print) - - Signature ,~--_~_-""' ~_ CST Ntmiber Thomas C Nelson ~''~~ °` 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 3/28/04 715-246-2454 „ .. '._ y . 11 Property Owner Berends Parcel ID # 1~-~-5 2 3 Page of 3 ~..~ Baing ~~ # ~ Pit Ground surface elev. 96.40 ft. Depth to limiting factor 8 in. Sal ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/IF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efi#1 'Eff#2 1 0-8 10yr3l3 - sil 2msbk mfr as 2f .6 .8 2 8-10 1 /4 tZfS 5/8 sil 2msbk mfr cw if .6 .8 3 10-13 10yr4/3 c2d5yr5/8 sicl lmsbk mfr c~'-' if .2 •3 4 13-20 10yr4/3 c2p5yr5/8 sicl lmsbk mfr cw - .2 .3 g 20-33 10yr5/2 m2p5yr5/8 &Syr4/3 cl ~ mfi - - 0.0 0.0 Pit Ground surface elev. ft. Depth to limiting factor in. Soil ~~ Rate ~~ # ~~ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'Eff#2 Boring # [~ Boring p'~,'~J Pit Ground surtace elev. ft. Depth to limitlng factor in. Sal Rate Horizon Depth Dominant Caor Redox Descxiption Texture Structure Consistence Boundary Roots GP DflI= in. Munsell Qu. Sz. CoM. Color Gr. Sz. Sh. 'Eff#1 'C-tT#2 * Effluent #1 = BODg > 30 < 220 mglL and TSS >30 < 150 mg1L ` Effluent #2 = BODg < 30 mglL and TSS < 30 mglL 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-8330Test (8.07/00) F ~ , • .. '. Daryl & JoAnne Berends SW 1/4, SW 1/4, Sec 2, T29N-R 17W 230' 19' i T 0 w n R 0 a d 96' 80' ^ 3% 44' slope 47' - 11' M2 98' Driveway BNil 230'x. SE lot corner T f~~ r~ -` Thc~ma.~ Nel~c~n 227387 ScK~~e 1°° = 3~' ~M 1. Tod of c~xidliit 10Cl.C~O' BM2 Tc~~ Af conduit. 98.5 n r ~~~ ~«~ • ,: `~ '~ commerce.wi.gov ^ ^ ~scons~n Department of Commerce Date of Inspection: June 29, 2004 Project Name: Berends Use: Residential Legal Description: SW, SW, 2, 29, 17W Site Number: 684326 Subdivision: NA Municipality: Town of Hammond County: St. Croix Plan Transaction Number: 1004898 Sanitary Permit Number: NA Wastewater Flow: 450-600 gpd Persons Present: T. Nelson, K. Grabau INSPECTION REPORT SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www. commerce. state.wi. us/sb (715) 726-2544 Plumber Name and Address: Unknown Certified Soil Tester Name and Address: Thomas C. Nelson, CST 227387 1432 120th Street New Richmond WI 54017 Owner Name and Address: Daryl & JoAnn Berends 1122 192"d Street Baldwin WI 54002 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. Atypical soil profile (near CST B-3) was described as follows: 00-08" 10YR 3/3 sil, 2msbk, mfr, as. 08-09" 10YR 3/3 sil, 2msbk, mfr, as w/f1f 10YR 4/6 rmfs. 09-17" 10YR 4/4 scl, 2msbk parting to 1 mpl, mfr, cw w/ cad 7.5YR 5/6 & 10YR 5!3 rmfs. 17-24" 10YR 5/2 (reduced matrix) cl, 2mabk, mfi, w/mad 10YR 5/8 rmfs. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability (2mpl structure in subsoil at CST B-1 ), the linear loading rate should not exceed 4.0 gpd/ft and the basal wastewater application rated should not exceed 0.2 gpd/ftz. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. Leroy G. Ja ky, Wast~ter Speci t Ljansky@co merce.state.wi.us - ail 715/726-2544 Voice 715/726-2549 Fax cc: County ^ Plumber ^ CST ^ Owner ^ Other ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM ~~ OwnerBuyer. ~~ ~ ~ ~~ ~ Mailing Address ~ ~ ~ ~ /~~~ Property Address a aztment for new (Verification required from Planning & Zoruna Dep Cityistate Parcel Identification Number ~l .~ wua~+.....,.....~ ~'/ ~~ ~~ . 2~-a) LEGAL DESCRIPTION ~~t/a~~ 1/a , Sec. ~ , T ~N ~~w~ Town of ~/ /~ Property Locatio • ~---~ ,Lot # Subdivision l ~ a- ,.Volume ,Page # Certified Survey Map # D v ~ ~' ~ Z5 ,Volume 24 ~ ~- . Page# ~ . Warranty Deed # Spec house yes no Lot lines identifiable ~ no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper if needed, by a licensed pumper- What you put into maintenance consists of pumping out the septic tank every three years or sooner, the system can affect the function of the septic tank as a trea P ent stage in the waste disposal sys~m~nOwner maintenance responsibilities aze specified in §Cornm. 83.52(1) and in Cha ter 12 - St. Croix County Sanitary The property owner agrees to submit to St. Croix County Planning & Zoning Department a certifi~ (1) :rl~ on ~gn~ by the owner and by a master plumber, journeyman plumber, restricted plumber or a lice trio ~dmper verify f necessary), the septic tank is wastewater disposal system is in proper operating condition and/or (2) after inspe FOP g (~ less than 1/3 full of sludge. l/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the pepartmcnt of Commcrce and the Department of Natural Rcsources, State of Wisconsin. Certification stating that Your septic system has been maintained must be completed and returned to the St Croix County Planning & Zoning Department within 34 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge. Uwc am/are the ownea(s) of the property 'bed above, by virtue of a warranty deed recorded in Register, of Deeds Office. ,•.~ ~ i/~i v C~ SIGNATURE OF APPLICANT(S) DATE ~** Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.#'~* Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08105 i~ U 2 8 9? P 0 2 '~ aQI-7E~6a State Bar of Wisconsin Form 1-2003 WARRANTY DEED Document Number ~ Document Name THIS DEED, made between Daryl J. Berends and JoAnn i. Berends, husband and wife ("Grantor," whether one or more), and Grant Fritsche and Laura Fritsche husband and wife_ ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix _ County, State of Wisconsin ("Property") (if more space is neede lease attach addendum): Lot Five of Certified Survey Map in Volume 19 of Certified Survey Maps, Pa~e1 as Document No. 79 027 filed in St. Croix County Register of Deeds office on Mazch 3 0 5, being located in the Southwest Quarter of the Southwest Quarter (SW-1/4 of SW-1/4) of Section Two (2), Township Twenty-nine (29) North, Range Seventeen (17) West, Town of Hammond, being Lot 1 of Certified Survey Map in Volume 9, Page 2611, as Document No. 498266, St. Croix County, Wisconsin. KATHLEEN H. MALSH REGISTER pF DEEDS ST. CROIJI CO. , MI RfiCEIVED FOR RECORD 09/28/2085 08:00A11 MARRAN?Y DEED EXEMp'T L REC FEE: 11.80 TRANS FEE: 228.08 COPY FEE: CC FEE: PAGES: 1 Recording Area Name and Return Address Grant and Laura Fritsche 1622110th Avenue Hammond, WI 54015 ~5 - icy t7 Part of018-1004.60-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and cleaz of encumbrances except: Easements, highways, utility rights, reservations and restrictions of record. Dated H - ~ -d S * * Signatwe(s) - authenticated on AUTHENTICATION TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06) (SEAL) * Darryl J. Berent~ `~ * JoA4u(I. Berends ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. ST. CROIX COUNTY ) Personally came before me on ~- the above-named Daryl J. Beren sand JoAnn I. Ber+ to me known e 1 ~(sQn{s), _` cuted the foregoing i strume ~ e r ~, . ~' THIS INSTRUMENT DRAFTED BY: * ~ Maureen A. Wegleitner Notary Public, Sta o~V Bakke Norman, S.C. -New Richmond, WI 54017 My Commission (t',~ (Signatures may be autbeadcatcd or acknowledged. Botb a~~ NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM WARRANTY DEED ®2003 STATE BAR OF WISCONSIN t Type name below signatures. Y IDENTIFIED. FORM NO.1-2003 79 1 Q>t27 VOL 19 PAGE 4961 RATALEEA H. REGISTER OF DEEDS ST. CROIX CO.. NI Vf z c Z ~~ N Z ~'= m z O rn 0 0 m N i Fl r r r r r r r 0oooooT o~a,o,v+cncn'~ A n A n fx') ~Zj gsg ~~~•'v.~•'o'i ~~~~~~~_ oo~o ~' O ~ ~ ~ ~~~~ ~~~~ CZ zm rn m po' ~+ ;.+ w ~. a ~OIO~~N S~ 5~ w 7 o u i~v~~ ~ { ~ o ~ 8S ~ ~~ ~~ ~i ~ m ~~~ ~~ <"' ~ z ~O r yZO s ~D ~g ~ ~~ Zoo ~rv*i ~~~ m gj ~~ W czi ~ v f O -~ ~ ~ a ~ ~ o ~ ~ ~'pi ~ >z ~ _ \° v ~ , ~i a ~ _ -~ ~~ ~ ~~ ~_ rn ~ v ' ~ ~ + ~t v^'o%~ FF ~ ~ I ~~` ~2~?=~ v ~v~ 1 Z~~i I n I i ~. ' ~ ~ ' s I ~ I I .~ z / i o~ i ~ ~~z ~.y~ mrl~ ~ o ~ rn I -~ Ivy 1 ~^~ .iS.9~6N " ~~C I za' j~~`N~~ ~+m ~ ~~ "O .~~~~~ '~~~~ ~"1 9 a scL4b1 YGL- run xl.Wnu 03/31/2005 09:i5P?l CERTIFIED SURVEY MAP 0 ® ~ i O ~ ® REC FEE: 13.00 COPY FEE: 3.00 ~ .~ r PAGES: 2 o_ 2 A Q m r m z 0 0 z 1~+ j I ~ ~ LOT 3 ~ C_S.M. IN VOL. 13 PG. 3533 ~ _ T - - - - - - - - - - - - - - - . _ 1 ~ ~ C"" }/~ (NOO'22'S1"W 443.35') i ~ i ~ / 1 NOOroS'22"W 443.41' ,.~ i ~~ ..Z OD N ~ N ~ tD Im ~~ w ~ j ~ ~~ °~ o I~ ~ cr ~w L.ul ~_~~ ~a !7 N. ' ~'" ,~ i Qi r~iR ~O~n N = ~ ~A~~~ m cc ~ L~~_: ~ ~ w '~' ~ ~ ~/ ~ ~ "' _~ p p / ~ m y~~~~ i ~~~ b ~~c~~a~y ~ ~ O~ / ~ J ~ N~ II~88;QQ~ ~- ` i 0 / ~ ~!~1~j (SO'12'29"E) G ~ =oC 1 ~ ~ y ~= a ~ / (165.01') ~ 1 ~' m ~ a ~ soorol'2s"w 65' 164 .s•t~ Q 3 '~ z ~ ~ . ~ I NI ~ ;^dz;(7~r''o ~ -, A ................... ~ ......~ ................... ~ ~ z g~lc~;el~; ~ 141 ~ ~ • ~ I' ~~ ~- ~ ~ ~~rvio{O~o~O~. iN f/1 ~. ~ 688. 346 23•~_ S ~: souTFl ~ ~ DUNE LOT z I cwilL~$~ y ® ° ~ ~ Qi~ ~ ?C n ~ ~ ~~~ ® ® ~ ~ v~ N ~° w ; ............................ ~ ~.......................~ Uj ~ ~ # < S_ ~ 01'2 ' W w ~''+ .~ ~1.~ ~ "= ~_ SOOro1'29"W 688.13' i ` U (500'12'29"E 688.35') L N ~ a ~ 192ND STREET m UNPLATTED LANDS z -------------- o Ir i ~ ~- BEARINGS ARE REFERENCED TO THE SOUTH UNE OF THE Sw1 /4 OF SECTION II 2. ASSUMED TO BEAR S89"18'20"E 0 o SHEET 1 OF 2 SH - ~ z cs EETS ~ ~ ~ ~ EAST UNE OF THE SWI/4 OF THE Sw1/4 olpl~ zc ~~vlppv H ~~ ZRf~ pNj~C .lt. ~~mczi~ZZZ~~ ~ZZY C ~~~°q~3Fg ~~~f- ~~~~4~~ ~~~~ 9 ~>~~8~ m~v~ ~ G 7D z~~ ~ ~o~ ~ ~= v >~ ~ N ~ O 0 9 Vol 19 Page 4961 J •`N~~'^ f !r/ " . t t~~~ ~'UMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE SUMP 1 EFFLUENT MODELS f LL EFFLUENT MODELS 318', 1/2" & 314' SOLID PASSING CAPACITY l2 318", 112" 8~ 314" SOLIDS PASSING CAPACITY 13 l 191 MODEL qg 53155 13 57155 72 76 98 1371139 14014140 151 152 153 161/4161 16314163 16514165 18514165 186/4186 18814188 189/4189 191 Gal. LOers Gal. Liters Gal. Lders Gal. Lters Gal. Lifers Gal. L4ers Gal. liters Gal. LOers 100 379 61 T31 61 231 SB 220 145 549 145 549 45 170 93 352 61 T31 61 231 58 220 140 530 140 530 45 170 85 322 60 227 61 237 58 220 131 507 135 511 45 170 79 299 59 223 60 227 58 220 128 481 131 496 45 170 70 265 57 216 59 223 58 220 122 162 125 473 45 170 62 235 55 206 SB 220 85 322 58 220 116 439 120 451 45 170 d5 170 46 172 55 206 70 285 58 220 104 394 109 413 95 170 20 I6 33 125 50 189 51 193 58 220 90 341 97 367 95 170 15 57 39 148 32 121 58 220 71 269 85 322 45 170 23 87 9 74 52 197 51 193 69 261 45 170 - - _ - 10 JB - - 45 170 26 106 51 193 45 170 - _ - - - _ _ 31 117 2 8 34 129 0.5 170 - _ - - - - - _ i6 80 17 64 40 151 _ _ _ _ _ _ 4 15 _ _ _ _ 30 114 20 76 _ _ _ _ _ _ _ _ _ _ _ - 10 38 560.( 17.1 m) 660.( 20.1m) 89 ft.( 26.4m) 730.( 22.3m) 114 ft. (34.7m) 910.( 27.7m) 110 ft.( 33.Sm) 137 ft. (41.8m) _U D a 0 0099226 A CAUTION Model 185/4185 should not be subjected to less than 30 feet TDH. NOTE: For Pump Performance on Model 712, Industrial col- umn explosion proof um ,see FM0219. U YYXYI~RL'FYA' PER MINUTE 009922A SEWAGE AND MODEL 211 264 266 267 268 270/4270 282/4282 284/4284 292/4292 293/4293 294/4294 295/4295 r 1 8 5 col. ut« cal. wl. ` wl. 1 w1. wl. In<m ca. a<.< ca. n<m w1. In<m ca. ut<„ W t 1 1 1 JS] 1 ] 9 I 1 D EWATE RI N G 10 i 0 Sl 201 fi0 ZZJ 89 SS] 09 ]S r 89 101 362 96 363 IS 591 12a 46 -- -- IB fi85 199 5! IS 66 32 121 2] BS 50 89 1 'D 09 1 50 09 1 17 MI fit 2a1 I}3 503 100 109 IIB aar 165 625 1& BD 20 25 7.6 -- -- -- -- 10 -- JB -- 10 - 38 - t0 -- ]0 - 56 29 212 110 N 6 129 23 106 21 am 216 91 15 34a 10s 108 96 b9 363 150 138 SfiB 515 168 151 fi36 50.3 I JB 9.1 -- -_ _- -- - -- -- -- --- -- -- -- -- - a us ss 21z s1 s1B 121 s6 w I s3o 75 35 w 10.] 11.1 -- __ -- __ -- __ -- __ -- __ -- __ -- _ -- __ -- _ -- __ -- __ -- __ -- __ -- __ -- __ -- __ 33 10 115 SB 65 M Eafi IBi IOB 9a 109 356 128 115 161 US 50 15.2 __ __ __ - __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ ~ 220 89 i32 70 60 18.3 li 59 21] $6111-oi l Hwe: 195 I1 .(B9m 18 It. S.Sm 21.511 , fi.fim) ZI.S I1 .6.6m 2i5 11 .6.6m) 19 It. BBm Z6 it. 1.9m 35 I1. la>m 11 X. 12.fim 50 Il. 15.2m 62 (l. 169m IS I1. 239m 65 60 0099046 55 50 -- 45 293 PUMP PERFORMANCE CUF~VE 40 35 - SEWAGE MODELS 30 _ 2" SOLIDS PASSING CAPACITY 25 266. 267 282 270 -- -- _ ip , I - , , 5 -- lo - - ~ A CAUTION Model 293/4293 should not be g 211 Z64 292 28a 294 295 subjected to less than 15 feet TDH. ~ 2a 22 20 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 GALLON LITEP.S ~ 0 80 160 240 320 400 480 560 640 720 800 009904ABLK 0 1a a w x c2 16 z a 14 ,2 ro 8 6 4 2 0 FLOW PER MINUTE © Copyright 2003 Zoeller Co. All rights reserved. 6