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HomeMy WebLinkAbout020-1456-18-000 ~ ~ ~ ~ ~ ~ fD ~ 7 (p .~ ~ ~ ~ v ~ N ~ ~ ~ J N O O ~ ~ ` O p C7 ~ ~ O c m C v 'p D ( i ~ °o ~~" i. ~` Z O o ~ a c m n ~ ~ ~ ~ y Q ~ ~ (D N O s ro ro C <C IU a (D _~ ~ C O I Q ~ (D O d N ~ ~ N d U1 C A 3 N O (D O W n (D N 0 m O lO O ~ 0 0- ntnC ~ ~ 3 ~ ~ fD K ~ ~ ~ m ~ 3 O ~ _ CD ~ w ~ 'a n N 3 Cl n A ~ .a ~ C w •• ~ `.5 ~ i = N C ~ O ', m IV (O _ 3 ~ ~ ~ O cN0 -' ~ ~ O 7 N ~ ~ O N N C d ~ ~. a a r c°n c°o n O N -+ _... Q> p 0 0 ` °D C'1 r' to ' o ~ ~ ' N o c r. a m ''I ~ ~_ ~D 0 0 0 f~/J ~ f~A n ~ c ~ O O = C m ~ K ~ ~ N O d N ? y N cp - _ .. ~ ? D d O ~- D ~. ~ rn I v -9 o ~ N ~ N p ~ C N. !~ (D A a ~_ ~ n ~ Z O ~ n ~ d _ A ~ 3 "' N ao v Z m N ~ co m cw o ~ ., ~ Z o N C~ C ~ < < Z ~ ? A T C 3 a P 4 A A .~ O N ~v O .'~ x ~. b +a o~ o N a H O ~ N O 01 C ~ ~ ~ N CD d 7 ~• N 7 fp A d 7 O ~ Z y a D W Z 0 ~_ v o ~ m f~D O N N C 1 3 m N D a a 0 m z 0 m N ~ 0 0 ~ L c~~' ~ ~ 'o ~ 3 o~~' -~ W = N !i O N ~ _ N ~~ ~ r n rn o N ~ 0 rn m W d m ~~~o°~ to to to o- ~ v v = 4 d ~ N ,d•' y ~ 3 °', g 1D D D ~ ~ c N~ (D d S7 (D c a ~ ~ a 3 O 3 N Z fD A ~ m c 0 a 3 d o n ~ '30 J Q C ~ N G IV O O ~ ~ 7 ' ~ co ~ '~ IJ ~.. O N o c 3 " ~ .. c~ x, N y D a n ~ -i dl A ~ n ~ ~ ti A ~Z ~ Z N m ~ z A ~ A d ~' °C O r~ ~1 0 ~• ~• 0 ~hp~ • _ 1 ~' A b ... m a A t N Op N O O 01 A M ti MM ~ vV ~ ~' Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM safety and building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ermit Holder's Name: City Village X Township Miller Homes of Hudson, LLC Hudson, Town of .ST BM Elev: Insp. BM Elev: BM Description: -,'~ ~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Dom ~ ''~2 ~ / S~ Aeration Holding _ ~7 TANK SEd-~i4CK INFORMATION TANK TO P/L ..-~ WELL B_~. Vent to Air Int ke ,~ ROAD Septic 1 ~ ~ ~ + Dosing ~ ` / Aeration Holding _. ~~,~../. ~ Q71 r -~ ~ PUMP/SIPHON INFORMATION i"(U~ P Manufacturer Demand GPM Mo el um er ~ ~ ~ '~ TDH Lift~~ Fric~oi~ ~ System He d ~ TD~` 1~ Ft F~gmain Length_~ tt!!~~ Dia. ~ z d Dist. t well t., `_ , ` ~-0 /'' SOIL ABSORPTION SYSTEM /s ~- ~ (~ -f- / ~ y'" ., BEDlTRENCH W' th Leng~ No. Of Trenches DIMENSIONS ~~~~ D SETBACK SYSTEM TO P/L B~ WELL INFORMATION yam,, ~ Q .y /^~ r Ty Of Sy~ U " t"`~ •~' ~•~ rl MSTRIRI ITI(1N SYSTEM rn~ _ . ~ county: St. Croix Sanitary Permit No: 499183 0 State Plan ID No: Parcel Tax No: 020-1456-18-000 Section/Town/Range/Map No: 11.29.19.2934 ELEVATION DATA STATION BS " _> HI' FS ELEV. Benchmark - ~ ~ Alt. BM , Z ^ / 7 Bldg. Sewer S 5G ° ~ / 3 G ~,/ S Ht Inlet Q ~ ~ is' o $3-~ SUHt Outlet ----~ Dt Inlet ~~. Dt Bottom 9 • ~9- `f~ eader/ an. ~2~ 7 ~ ~ (r'? ~ ~ / 7 Dist. Pip Bot. System Final Grade ~ ~T ~ • 3 9 St Coven _ ~~ ~~ IrirVYl -I- v-rs r s' 9y~~-~~.~ ~z~ Depth SIT DIIUFI:N/SIGNS No. Of Pits _AKE/STRE LEAC ZING CHAMBER OR UNIT Header/Manifold ~! ~ Distribution ~ ~•~•~/ ~ ~ . !~ ~ Pipe(s) ~~ x Hole Size/ x Hole Sp~iag Vent to A~ Intake Lengthl Dia ~'pt V Length a Spacing S(711 CC]VFR ., o.e .o c..~•e.,,~ n„t,. yr Mnnnri nr Af_GradP Systems Only Depth Over ( ~/J Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center L~ '1 /~, Bed/Trench Edges Topsoil i _~ Yes No Yes I No COMMENTS; (Include code discrepencies, persons present, etc.) Inspection #1:~/ ~ / U .~D Inspection #2: / / Location: 1038 LaBarge Road Hudson, WI 54016 (NE 1/4 SW 1/4 11 29N R19W) Sunset Hills 1st Add Lot 18 T ~ Parcel No: 11.29.19.2934 1.) Alt BM Description =~ Z' ~~ GY '7v „~ .~ 2.) Bldg sewer length = 3v ~ - amount of cover = 7 ~ ~ Plan revision Required? ', yes tion. No /_ _ - C/ ~ _ A ~ _ e , _ ~~ ~~ Use other side for additional info ma -_"~~ 1 I _ ' _ I J I _ ~ -- - -- ~-- ~~V rV ~` -_ L Cert. N~o~ih'/--- ' Date Insepctor's Signatur SBD-6710 (R.3/97) '~~--• ~``-~. h w V .. v ,,,, ~ ~ ~ ~ ~ . •~ O U` , ~ ~ ~ ~~ ~_ ~ ~ w - ~~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ r ~ V) ~ ~ ,` J~,'~~ ~~ ~~ ~ ,~ ~~ ~ -s 4F J t a t ~~ ~ . ~ A ` ~ ~ ~ e ~ ~~ '~ a e w. ~ .,, 0 5 ~ ~ ~(1 `~ M ~A a ~ (~ ~ ~ J /~~ -~ - ~ v I w ~ ~ ,aF ~ ~~ ~ ~ ~\ ~`~~. ,~ ~ Z ~. - ~ '7~Q- (~ h V ' ' c~ ~ `9 t~- 4C 0 p J r ~` A \\`~ ~ N--- c~ - /~ - r ~o .~~- ~ x ,~ ~ ~ ~ ~ d'~- `~" ~ ~ aq ~- ~ ~ ~ ~a Q ~~ . 0 ~~ ~ N ~~~ ~ N ,~ 4 ~° ~ a ~ V ~~,. ~ ~;- ~~M y ~~~; ~ ,.~ `, ~' l _ a ,Q ~, O 0 ~ ;~ a ,-.~ ,~ QM M ~~ .' ~~ -~ ~ J ~; ~~ ~~ ~ L 4 `' ~ r ;- ~, ~ ~ ~ i ~ ,~ ~ '~ ~ 9 s O v ~ ~ tf, R1 ~ A / r- ' ~ ~ U" ~ V ~ a \ ~ ¢ 'S ~l p ~ ~ ~ ~. ~ v ~ ,,~' ~ W ~ id c~ ~- ~~ d ~" ~ ~~ d `` S~ n, .,~ ~ ~~ ~ ~+' a J ~ ~ ~~ ~ O M ~ - ~~ o O, ~ ~ '`~„~, ~ ~~~ s ~ ~ ~~ ~ ~ ~ ~1 ~ i .~~ `~ a ~ N ; ~----- - 1?v o J~ ~ ri. o~ ~ o ~' { _ ~, l ~ M _~._..__~ ~~ s ~ ~ y ~ ~ ~ ~ ` O ° l '~ ~ d ~ ~ d ~ Q.. ';. ~ 1 ~ ~ ~a a c~ ~ ` ~ Q ~ LVh ~ ~ Z ~ ~~ W ~r po ° C~° ~ N V" ~ V~°' J ~ \ a ~ ~ ~ ~ ~ ~ ~ ~ r-- ~ ~ ~ ~ ~ p ~ .~ QM M I ~i ~ > ~~~~ dt ~ ~ ~~ ~ 8 8 ~i ~'~ ~; ~ w ~ ~ ~+' 8 i ~~'~, '~ R ~ ~ Gry o ,~ ` \ ~ ~ ~ ~ ~~ ~. ~ M ~ ~ ~~~ v ~ \ ` \ -~.~~ b ` \ ~ ~~ g ~ . \ ~ - --._ _ _ e ~ ~ ~ m .. • ... ~ ~ \ ~~ ~ .~ ~ ~ ~ ~ ~~ ~ ~~~~o¢ ~o~ ~ ~i $~~ 9i Ui C.~ ~ ~. ~~ di ~o~ ~ ~ ~~\ -- ~ i ~~- `~ ~ ~R \ ~~ ~ .~ , B _J J $ a~ W ~ ~ o; \ M N ~ O ~ ~ ~ +r °D ~ ~_ m ~ ~ ~ J J . ~, I • I MC~J~ uV~ se•asz ~ ~ i 9 3~£ti,Z~,pON - ~, ~ ~ -- -I-- -~`, -- / I ' / I I ~ ~' / ~, ~ i ~i 1 ~i / .~> i ~ ~ ?W ~ Safety and Buildings Divisi County 1, ® ~ ~ 201 W. Washington Ave., P.O. B 62 I'd ~ ~scons~n Madison, WI 53707 - 7162 it Number (to be filled in by Co ) De artment of Commerce ~ (608) 266-3151 ~ 9/ ~s3 r Sanitary Permit Appli ti State Plan I.D. Num In accord with Comm 83.21, Wis. Adm. Code, personal inf rmation you provide b ~At// may be used for secondary purposes Privacy Law, 15.04( 2 ~' 2D0~ Project Address (if different than maili4g address) ~ ~. R 3Gs I©~~ ~ t I A li ti I f ' s . pp ca on n ormation -Please Print AI ma gT. Gf?,OIX COUNTX r (-~vr~.s o v. W I SAO l too Property Owner's Name Parcel # Block # / / 5 r e~t~ i ~ ~ ~ L L ~ ~ ~ 8 .~ Properly Owner's Mai ing Addr s ~~g ~~~y~ ~~7 ~ Property Location ~-" ~ / ~ Ci State lY. Zip Code Phone Number %, %., Section S O ~ ~ ~ U ~ ~ ~/ S ~ ,~ Z7 ~ G~ T ~ / N R / ~ {cE • ~~~ ~ II. Type of Building (check all that apply) ; ot 1. ~1 or 2 Family Dwelling -Number of Bedrooms ~ 5t©C_ ~ ~ ~ ~ V~ Subdivision Name CSM Number ^ Public/Commerciat - Describ ~ i' S Sfi d ^ State Owned - Describe U ` r ~~. ~ '- ~ ~ S a- S.'f ^Ci tY ^Village Township of (~-ru ~~p rl III. Type of Permit: (Chec only one box on line A. Complete line B if applicable) b A. ew S stem y ^ Replacement System ^ Treatment/Holding Tank Replacement Only ' is ' _-~ ~ -, ~~ B• ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner Z- ~~ '~ C I s Z3fZ 3 1V. T e of POWTS S stem: Check all that a 1 c.~ ~h ~ a h~ ^ Non -Pressurized In-Ground ^ Mound ? 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ,.Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ `.--- ~_ Recirculating Synthetic Media Filter ^ Leaching Chamber ' .QDrip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis ersaVTreatment Area Information: Design Flow {gpd) Design Soil Application Rate(gpdsf) Dispersal Area Requi {sf) Dispersal Area Propos (sf) Syste m Elevation e ~ i ~5 1 f ~j ~ 1~'Z ~ h C ~ !©~ S~J / VI. Tank Info Capacity in Total Number Man facturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Tanks Feasting Tanks ( ( /~ Septic or Holding Tank /z O S 1 t S~f / Aerobic Treatment Unit ~~ Dosing Chamber w Um- ~ ~ ~ ~~ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Plumber's~Address (Street, City, Stat e , Zip Code) ,, n ~ (~ 1 ~ ® ~ r ~ ~. I~c~ ~5~3.~l~/ ~ ~ (~ VIII. Coua a artment Use Onl pproved ^ isapprov S~itarY Permit Fee (includes Groundwater Date Issued Issuin gent Si lure o p ^ r Given Reason for nial Surcharge Fee) ~ ~w ~~ C.(J ~ ~ 0/ _ 1A IX. Conditions of Approval/Reasons for Disapproval t _ { OWNE SYS~ 3~ (.~,,~~ lJe~-~~-~e. ~'~ /I~; ~to~(~ ~_ ~ ~ etiker~d dispersal cell must all be servibes I maintained ~ ~ ~ ~ ~ ~ ~ ~ SAP ~ a~,~ ,,,~,Q~ „~,~4 „~, ss per management plan provided by plumber. ! 2. AN setback requirements must be maintained ~o~ „~~ ~~- d-a Vow ~cy,,, G , . _ bl l d N ~ as per app ca e Ca e / txr narxxs. n / L J~ J ~ P...~- cl~ c7 b~C~- ~--a ~ ~ ~ ~••-..+...ou.p.c.c y..us Hsu wn wuo[y omy~ ror toe syscem on paper not tesa man allL z 11 inGChens in size ~1 GL ~ ~ i+c- SBD-6398 (R. 01/03) ~~~ ` ~~ I ~~-~ ~ ,' !, ; i' ---. .~ ~ , ~ ~. ~` A , ~` ~~ ~, v ~ '~"'' ~ ~ i _l~ ~. ~ ~ ~ ~~° ~ ~ T ~ ~- ~~ n v ~A d \ i. ~ ~ _ '1 A ~ , ~ c~~ ~Z ~ w ,,. M ~ ~ _ `~ x ~ T ~ ~\.~. V~ `~ ti x ~ ~N ~ y O v ~ _._`~ __._._____..__~_ M .~ ~ Q ~ ~ ~ ~ I~ .~ ~ ~~, ~ ~ ~ ~~Q 1 ~a a v ~ ~ ~ ~ ~, ~ ` ~ J ~~ ~ a ~ ~ ~h o ,~ ~~ Q ~~-~~ -~4 ~ r ~ 1 . ~ 3- ~ ~ ~ ~ ~ ~~ a U (~ Y a _Q ~ o ~° o 0 i, ~~ ~ ~~ .~ QM M ~~ ~ _ w ~.~ _~\` -~~--~ ~ ._.____ ~ ~ ...g ~yc;' ~ ,~ - t . ; ' a . a ; _ -~ ,.. ,~ ~ l` ~ ~ J O ~ v N ~ ~ ~ ~; ~- S U' l +~ M v ~A ~ ~ ~w A ~ ~ N i ~ ~ ~ ~.. r a c~~ Q~. ~ 1 ~ 3 . w ~~ ~v x, ~ ~_ ~~~ ,~ h x V ~r d I~J~ N ~ ~~ .v Q ~ ~ ~ ~ ~ d ~ ~ ~ ~ ~ ~ ~. ~o ~ ~ ~` . ~~ ,~ q . _ ~~ ~~- W ;~ ~ ~~~~~ a ~- ~ r ~ 1 , ~ r ~ ~ ~ ~ ~ ''~ .,~ '..a. " ~ ~ ~\ ~~ -~- \~. ~ ~ a~~G` ~, ~~ °I °~ ~ Y ~- ~ ~ ~ ~ ~ d ~ ~ ~~ ~ ~ ~~ ~ ~ ` ~ V. J ~- ° a ? ~~ ~°.. ~ N ~~ ~ , _ ~ N a w a, ~ o 0 ~ o ~ ~ ~, r,1 W .~ M -tc~,t11~'~ JAN 2 1 2005 Wisconsin Department of C mere ~ CROIX COUN T ~,~ S~IL/~1(ALUATION REPORT Division of Safety and Buil ZONING ~Faance vlth C//6brr?~~rt~r~))ss~is. /Adm. Code 1880 page 1 of 4 A.C.E. Soil & Site Evaluations U Attach complete site plan on paper not less than 8'/ x 11 inches in size. P us ~ County St. Crobc include, but not limited to: vertical and horizontal reference pant (BM), direction a [ L .J / Parcel LD ~~ percent slope, scale or dimemsions, north arcow, and location and distance io nearest r . Pendin from 020-1012-00-000 Please print all information. R Date Personal informatiar you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1} (m)). ~ ~ ~ ~' Property Owner Property Location Miller Homes Govt. Lot NE 1/4 SW 1/4 S I1 T 29 N R 19 W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 868 Kelly Road 18 Sunset Hills First Addition City State Zip Code Phone Number ~ City _J Village 1/ Town Nearest Road Hudson ~ WI 54016 715-531-0714 Hudson LaBarge Road 1/ New Construction D~~ r~ Residential /Number of bedrooms 4 Code derived design flow rate 600 Replacement J Public or commercial -Describe: Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommendations: Recommend installing two trenches at 3' X 87.50' using twenty eight (28) 11" Standard Bio-Diffuser Chambers at elev. = 90.50'. Dosing required to reach system area. GPD ^ Boring # ~ Boring /f Pit Ground Surface elev. 95.02 ft . Depth to limiting factor >108" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/3 none sl 2fsbk mfr as 2fmc 0.6 1.0 2 8-24 10yr4/6 none sl 2msbk mfr cvv 2fmc 0.6 1.0 3 24-32 7.5yr4/6 none gr Icos 0 sg ml aw 1fm 0.7 1.6 4 32-108 10yr5l6 none s & gr 0 sg dl - 1vf 0.7 1.6 ~a~5° ~l ,~ .2`k H#4 contains stratified layers of sand, gravel, 8 cobbl .Approx. 15% of horizon consists of materials coarser than medium sand. Boring # .:1 Boring 1/ Pit Ground Surface elev. 95.86 ft. Depth to limiting factor > 121 " in• Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-8 10yr3/3 none sl 2fsbk mfr as 2fmc 0.6 1.0 2 8-24 10yr4/6 none sl 2msbk mfr cvif 2fm,1c 0.6 1.0 3 24-30 7.5yr4/6 none gr Is 0 sg ml aw 1fm 0.7 1.6 4 30-121 10yr5/6 none ~ s & gr 0 sg dl - 1vf 0.7 1.6 ~ y° ,3z v H#5 contains stratified layers of sand, vel, cobble & stone. Approx. 25% of horizon consists of ma~ef1;31s_c•.oarser than medium sand. ' Effluent #1 = BOD ~ 30 < 220 mg/L and SS >30 < 150 mg/L _ ' L~fluent #2 = BOD < 30 mg/L and TSS ~ 30 mg/L CST Name (Please Print) ignature: j ~~ CST Number James K. Thompson '` 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane. Osceol . 154020 12/272004 715-248-7767 Property Ovmer Miller Homes Parcel ID # Pending from 020-1012-00-000 Page 2 of 4 Boring # J Boring tf Pit Ground Surtace elev. 92.15 ft. Depth to limiting factor > 124" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 *Eff#2 1 0-10 10yr313 none sl 2fsbk mfr as 2fmc 0.6 1.0 2 10-36 10yr4l6 none sl 2msbk mfr cw 2fmc 0.6 1.0 3 36-41 7.5yr4J6 none gr Is 0 sg ml aw 1fm 0.7 1.6 4 41-124 10yr5/6 none s & gr 0 sg dl - 1vf 0.7 1.6 H#4 contains stratified layers of sand, gravel, 8 cobble. Approx. 10% of horizon consists of materials coarser than medium sand. t/ ^ Boring # ~ Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 ^ Boring # ~ Boring _f Pit Ground Surtace elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD ~ 30 < 220 mg/L and TSS >30 < 150 mg/L `Effluent #2 = BODS a 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY608-264-8777. SOIL AND SITE EVALUATION 1880 Page of a PROPERTY OWNER: Miller Homes PARCEL I.D.# renaint,flmn o2o-tote-00-000 AC.E. Soil ~ Site Evaluations REPORT MEMO Soil evaluation completed prior to plat review, Changes in lot line locations or building site may result in additional soil evaluafions being required. Lot line locations must be verified prior to permit issuance and system installation. f j[/0 ~! ~ Seil EYft/u at~%o~ /~~E • E!c/4~~ o~ -~,- ~X~StJnq ~.a~c,/: ~e S~.~sc~l1'//J Src. !/, T, off' f~wdson,~•C:roiX G~~~. ~e~: ~ /880 ,~ .,, 5 prKCe¢ I P,~~ Tres 9f!d' 9.2.0' ~ `. i ~ 1' ~ 1 ~ ~ i /J ' / ~ r ~, ~ /~ 03 ~~~`' r X04 ' ~c~ ~ 7- p1~ r / v' X J ir'' ~~ ee ~~ ~ i /~ ~ ~~~~ U, i~lAr~~~ ~~ j~ J i~ ~' ,~ o Sy.~ 3~°, ~ ~• i A~e ~ ~ . ~ r ~ , ~ 82 i ~ ~ ~ G,ty'f Sprccc.e frcc, E/e~ = 4S.ca_. 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M.OWIUAOa 10t61Ygn aE 4r6 as IBliwrnaN4 iA - flgNq.nY I ~ m rr ~ Nl~t! rS i 9 (<.E4 $ I I I ~~~ I II ~'I .OS9G~iA G94~S i i h ~ I I 6R4S / ~ 'I I I I u I I 1 1\ \ V ~ ~ ~ ~ CUAVE GTAT/BlE I-'T~T SHEET 10F E SHEETS ~ ~ II wa. rlm I II N LOT 12 I N C ~, uYgA I e ~un.m ~ LOT 11 e ~..` ~ , iD 018 T.ro ~ Ieo1~YY bmM 19fl NOr I S SIB(`-- ~'~ _I ----- s2~ • ~ I I I ~' T I i I I I LET t I i I I I I I I I I I ~ I I I I I I I COUNTY PLAT OF; SUNSET HILLS FIRST ADDITION LOCATED IN PART OF THE NE114 OF THE SW114, PART OF THE NW114 OF THE SE114, AND PART OF THE NE114 OF THE 8E114 OF SECTION 11, T29N, R19W, TOWN OF HUDSON, $T. CROD(COUNTY, WISCONSIN. HOC 791515 EEO¢tpxsal~q SI.QOIXCAW6. I.Mlrlar~ ~t~ Yb?~-P-.u u~~.a~~, r.Y.~~~~ w rN/DYE ftAn+mmm[ ISBS'U'OS'E mtr LOT iS LOT 13 LOT 18 tmlCr s LOT 14 ~ N~w~, ~lq usNl P mb. rBrl i~ 11A•41 Y Y7LNA Ee ln.el ~ ~ . ! 6pYVlI G r~._ .... . y AWE Iu00 P •Y sYS[nx '~ yFF~ty'f ~~ . A ~ '. • / Nla mza ~ • rb i ~ / / ~ ~ _____ _____ ______ ________ __ ___ 6 Y ti LOCATION sl~rcN 4~ I~ SECTION 11, T29N, A19W BCALE W FEET t• =100 1W® I 6~-90 ~s9 6 ' I I 1 I i ,....~1~. ...•......,. .. • l t.. a`~ ` i \ s ~ • ll• LOT 19 ~..__ ~ ~ ~ /: ~ ~/ 'A4 LOT 20 ~ ~'0 I I~ I ' ~~ ma grnnl ~ I ~ LOT 19 '{ tmAas r uo.•Na j tmALYl ~~~, mauson, Yf 1 I NAm91n ~` +y tl I a ~~~ d ~ ~ .,lo ~ \ mtl i WvOrNVA ~ ~ 4~ xti ea._vs w' nm i nk NIE'36'1BY1 ,~,~ P•u9amq -~m~ml 6Od9 ,~~ ~/ I I a~2 I ,I '~ ~~i .' ~ ~ i /~ / ,~~~/ n 4,' ~ 3~ X62 J' ~~~ NIIfANYB ~~ IngM rnmlrlw mrcnnN NOmINSLNFmpIC /nqN NmWlm71® NYM[1a3811f M; W Y41SR&~/ngID Nmyl[NSm ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer _5~4- /Y~ Wl ~ L C-.E ~ ~ ~/L L ~' ~ t/ o v1n.~ S G ~_ Mailing Address ~` ~ ~p ~ ~ ~ ((y R ~ ~ ~ -~- " Property. Address f 0 3 ~ ~ j3 cE..,r (Verification fz~.`- uvt~so~ ~ f ~S~DI,h Planning & Zoning Department for new construction.) r~ r °Z-O- lOt 2-v© _ooo ~ City/State N tJe 5 a >^ w / Parcel Identification Number ~ Z~ - / 013 _ 5to ~ ~o 0 LEGAL DESCRIPTION Property Location /~E y4 ,~ %4 ,Sec. / ~ , T Z~ N R ~ , Town of ~~~s ~ h Subdivision svvr s~ _7` ~~ ~ / S ~ S~~ ~~ ,Lot # 1 ~ Certified Survey Map # 79 / S / s ,Volume / © ,Page # ~ `f Warranty Deed # ~~j ~O f p ,Volume Z7// ,Page # Spec housed no Lot lines identifiabl yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION ~~7 Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What, you put into the system can affect the function of the septic tank as a'treatment stage in the waste disposal system Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, 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 Department of Commerce and the Department of Natural Resources, 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 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms a N TURF O APPLICANT(S) ~/ 7©/ D ~o 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. 08/05) . ~ POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pegs ~ of 2 FILE INFORMATION Owner ~~~ ~~~~~ ~~ , Permit fJ DESIGN PARAMETERS Number of Bedrooms ^ NA Number of Public Facility Units ^ NA Estimated flow (average) ~~O(7 al/da Design flow Ipeakt, (Estimated x 1.5) (~ ~~ al/da Soil Application Rate ~ ~ al/da /ft2 Standard Influent/Effluent Quality Monthly average` Fats, Oil & Grease IFOGI S30 mg/L Biochemical Oxygen Demand (BODE) 5220 mg/L ^ NA Total Suspended Solids (TSS) 5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODE) S30 mg/L Total Suspended Solids (TSS) S30 mg/L ^ NA Fecal Coliform (geometric mean) 510` cfu/100m1 Maximum Effluent Particle Size Ys in dia. ^ NA Other: ^ NA 'Values typical for domestic wastewater and septic tank effluent. SYSTEM SPECIFICATIONS Septic Tank Capacity (Z 5 O al ^ NA Septic Tank Manufacturer ~ ^ NA Effluent Filter Manufacturer +L a NA Effluent Filter Model ~ - ~ '~~, 52 ^ NA Pump Tank Capacity ai ^ NA Pump Tank Manufacturer ^ NA Pump Manufacturer ^ NA Pump Model ^ NA Pretreatment Unit ^ Sand/Gravel Filter ^ Mechanical Aeration ^ Disinfection ^ Peat Filter ^ Wetland ^ Other: ^ N~, Dispersal Celllsl ~In-Ground (gravity) ^ At-Grade ^ Drip-Line ^ NA ^ In-Ground (pressurized) ^ Mound ^ Other: Other: ^, N Other: ^ NA Other; ^ NA MAINTENANCE SCHEDULE Service Event - Service Frequency Inspect condition of tank(s) At least once eve n'' ^ month(s) (Maximum 3 ears) ear(sl y ^ NA Pump out contents of tanklsl When combined sludge and scum equals one-third IY,1 of tank volume ^ NA Inspect dispersal cell(s) At least once every: ? ^ month(s) (Maximum 3 years) ^ year(s) ^ NA Clean effluent fitter At,least once every: I - '~ ^ month(s) yearlsl ^ NA Inspect pump, pump controls & alarm At least once every: ^ monthlsl ^ year(s) ^ NA Flush laterals and pressure test At least once every: ~ ^ month(s) ^ year(s) ^ N.A other: At least once every: ^ month(s) ^ year(s) ^ rr., Other. ^ NF, MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications. Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tangy inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponciny of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third IY,I or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and dispo$ed of in accordance with chapter NR 1 1 ;s, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. ~' ~ ~ ~~ •-1fPnAND OPERATION Page ?' of ~/ ~~ For new construction, prior to use of the POWTS check treatment tankls) for the resence of aintin that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected ha~ehtheccontents of the tankls) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the celllsl and may result in the backup or surface discharge of eftluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN if the POWTS fails and cannot be repaired the following measures have been, or. must be taken, to provide a code compliant replacement system: ^ A suitable replacement area has been evaluated and may be utilized for the location 0f a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ' ^ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ~~ T alua b ai e ~fZDNI'PJ Ti~~ X0,2- !~/>~~/ ~NS"TX(1G?'L p tank O Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat antJthe infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN, DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name /~! I~/C m ~ l~ d ~F~~ Name Phone ~ ~ Z . ~ S ~ , C~ `L'~ Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name ( b ~~~~ Phone Phone '7/~j'-- 3~/~_ This document was drafted in compliance whh Chapter Comm 83.22(21(b)(tlldl&(f) and 83.54111, (2) & (3), Wisconsin Administrative Code. U 2711P 'i17 Document Number STATE BAR OF WISCONSIN FORM t - 2000 ~. WARRANTY DEED ~_ This Deed, made between Celeste M. Bennett andSlCie~th1D. Jpoeirs$obg Grantors, and Miller Homes of Hudson, LLC, Grantee. BB Grantors, for a valuable consideration, convey to Grantee the following described real estate in St. Croix County, State of Wisconsin (the "Pro~ert~") (if more space is needed, please attach addendum): -~ Part of the NW'/. of SE'/, and the NE'/. of SW'/. of Section 1 1, Township 29 North, Range 19 West, Si. Croix County, Wisconsin described as follows: Beginning at the NE corner of the NW'/. of SE'/. of said Section 1 1; thence West 2640 feet to a steel stake; thence South 613 feet to a steel stake; thence East 1320 feet to a steel stake; thence North 288 feet to a steel stake; thence East 83 5 feet to a steel stake; thence South 75 feet to a steel stake; thence East 485 feet to the center of Tanney Road; thence North to the point of beginning. ALSO All that part of the NE'/. of SE'h and the N W'/. of SE'/. of Section 11, Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin lying Wly of the following described line: Commencing at the E'/. corner of said Section 1 1; thence S89°30'00"W along the North lint of said SE'/., !296.55 feet to the point of beginning; thence S07°49'36"W 296.01 feet; thence S00° 1 1'33"E 107.1 1 feet and there terminating. Together with all appurtenant rights, title and interests. Recording Area 7 8 ~ 0 4 REGISTER OF DEEDS ST. CROIX CO. , MI RECEIVED FOR RECORD 12/09/2004 09:0SAM MARRAHTY DEED EXEMPT ii TRAHSEFEE: 197000 COPY FEE: CC FEE: PAGES; 1 Name and Retum Address Sam E. Miller Homes ` P.O. Box ISI 01 Hudson, WI 54016 020-1012-00-000 020-1013-40-000 Parcel Identification Number (PIN) Grantors warrant that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: None. Mail tax bills to: Sam E. Miller Homes P.O. Box ~ 1 S/ Hud~sfon, WI 54016 Dated this / day of December, 2004. AUTHENTICATION 1 Signature(s) authenticated this day of TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats.1,,,,-_ THIS INSTRUMENT WAS DRAFTED BY Kevin K. Shoeberg, Esq. KEVTN K. SHOEBERG, P.A. 1805 Woodlane Drive Woodbury, MN 55125 ' ~ (Signatures may be authenticated or acknowledged. Both ~;~ P'R Y P ~'4it 20 ~ rrri TAMARA 1(, ~`• ~ HeResr ~2 r!s t~(~Fessary.) _. y , •Names of persons signing in any capacity should WARRAn'TY DEED I C.~Q>9r~'l e Be i i i I ei ACKNOWLEDGMENT STATE OF~~~t//,SC G/tSrhl r ) ss. ST~C~~/X~ COUNTY ) Personally came before me this ~ day of December, 2004, the a named Celeste M. Bennett and Keith D. Johnson to me kn a the person who exec~d t/hef f~o'r'eg~o'ing instrument Viand kn ~ t~~~~ ~ i~Y.c% X Public, State of Li i, s C C!/t S i ~ 1 emission is permanent. (If not, state expiration date: below their signature. STATE BAR OF WISCONSIN FORM No. 1 - 2000 ~~~sgi 8B" D z VI A x r-~ b z ~> > ~, n c c ~ ~, ~r ~; '~ ~ a ~ ? T i~. ~ z c N n ~ c ~,' rn L^ n O z -~ n N j V r z v+ r n n a c ~ A .. ~ j ~ ~ ^} Z' Z rn f ~~ """~'1 `\ ~~ o ~'; ~w\~> ~N rnv >rn 5 w~2so/~so--~~ SEPTIC MANUAL REV. JAN. 2004 .~ i ~ r'~D$~ I mo., ~Z~~ ~ ~~r Nzgi I ~ ~ ~~'~ i ~ ~ r A a ~I m ~ m $ I ~~~\ J i ~ ,~/ I ~ i ,, I + S M 1 '~r I I I, ~ ~+ ~. I z ~ Y ~ z z o m n 7 y F ZZ ~ ~ y pS~n A~~ ~ ~'71rm~rr'1~y00Dp m ~ m o V i ~ m N D i~ Sl1p C10 groz~z~-ire ~~0~~=7~-~rcn $ ~ ~ rr "" ~z~ NC „ T-iO ~ -1 -+ C C 2 N ~ 2 S ~ v v1 m I al r -1 O N O A N ' V r f m c~ ~ ~m p ~ ~Ua p~ . O ~ 2 m ~ C ~~ C N O T ~Or r O W~~+ ~ O ~ O ,.~ V~ ~ r ~ ~ 1 m-i m pQQm ~ O Z O r Z C ~ ~O ~ O C Z 1 ~ ~~ o~ zg , ° ~ b~ g o ~ ~ r' ~ a r m 0 m A z x.11 ~` /~ v ~ / ~~ ~~ ~~ ~, ~~ESE~ ~O~C~~~L DRAWN BY;$WT REV N0. OF!E WS716 uS HWYtU. uAIDEN ROCK, VA 5~/5D DATE; JANUARY 2001 800 325-8456 XILE:W1250/750-uR ~-~`~ SCJI~I S~ / /T f~~~ ~' ~©~ ~T ~~ COMBINATION SEPTIC/DOSE CHAMBER TANK & PUMP SPECIFICATIONS PER COMM 84.25 CODE CHANGES 2/1/2004 Access Opening, not top of covet, must adend to a point no greater than 6" Below Finished Grade Cover with ~c~~ Locking Device ~ ~ (typical ~1 LDNvCT ~~~ ~.~. ~ 3o F'i: ~.~Z i~ O~ i/`ISUL/~~ Min. 23" Access Opening PIS Ouh:t Effluent Filter ~ Inlet Baffle unc+ler with ~ch~r 2" /otuer Sian Qdyes :nt SepticlPump Tank /~ L _ _ _ ~/ A~ o ~ o~;de GUci /lS) C 3"Sand orgr~t~ Tuo TANK MFR: ~,(~yiSa~/ TANK SIZE: SEPTIC ~ Zso GAL. DOSE "7~ ~ GAL. SPECIFICATIONS Access Opening, not top of cover, must e~dend at least 4" Abo~re finished ade . / ,oF~ Y nrr~,,~~ ~IC~ ~r~,,i-~~k~e 89~' ~~pt2e~D l'Al~ /Finished Grade I t2 x~~~,/~ um r Mln. Z3" Access Opening 1 Z a ~G ~G~ c'~i~iR/~ + LvirH if "~/c S~ ~ .Union ~-ppRaYEA !~/P~ ,3 FAT ~ d~Prn ON`1a .SOS-/D SO/C~ DOSES PER DAY: ALARM MFR: 2Q~'~,y' MODEL # Switch type: _ f~.~c PUMP MFR: ~ < (Q ~ _ MODEL #: t~ irL `~` SWITCH TYPE: ,M~ .~ c_ . REQUIRED DISCHARGE RATE ~Q ~ GPM DOSE VOLUME: / 'S© GAL. (INCLUDES FLOWBACK & <20% OF DWF) CAPACITIES: A = INCHES = ~ ~ 7 GAL. B = ~, 2I_INCHES =GAL. C = "( INCHES = ~P ~ GAL. D = ~ Z- INCHES = .~ 9 ~ GAL. PUMP & ALARM WIRING PER COMM 83.43(8)(e) VERTICAL DIFFERENCE BETWEEN PUMP OFF & DISTRIBUTION PIPE (LIFT) = FT. MINIMUM NETWORK SUPPLY PRESSURE (DISTAL & NETWORK PRESSURE) _ + ~__FT. L ~ FT. OF FORCEMAIN x ! q~ FT./100 FT. FRICTION FACTOR ...... _ + FT. TOTAL DYNAMIC HEAD (TDH) _ ~ FT. ~~ INTERNAL TANK DIMENSIONS: LENGTH ~ SS' ~; W(DTH~S ~, ;LIQUID DEPTH ~/~ MP/MPRS SIGNATURE: %~~:(~ 1"l :r .~Y~t-ICENSE NUMBER: ~PILS ~ Z~ 3 PUMP PERFORMANCE CURVE ` LL PUMP PERFORMANCE CURVE ~ PUMP PERFORMANCE CURVE SUMP I EFFLUENT MODELS s EFFLUENT MODELS 318', 112' 83/4' SOLID PASSING CAPACITY a 318", 912" & 314" SOLIDS PASSING CAPACITY U a 191 MODEL 48 57%59 72 76 98 1377139 140/4140 151 152 153 Feet Meters al. Lifers al. Lifers Gal. Liters Gal. Liters Gel. Lilars Gel. Liters al. filers Gal. Liters al. Liters Gal. Uters ; ~ 3 1T 5 L5 29 110 43 163 38 144 50 189 72 27 93 352 B6 326 50 169 69 261 7 297 ~ 10 3.1 22 83 129 30 114 40 U 51 61 31 79 299 80 3 45 170 61 , 231 0 265 I 12 15 4.6 10 38 19 72 14 5 30 114 45 17 64 4 73 2 6 38 144 57 01 6t 231 166 20 6.1 ~~ 77 64 5 95 36 1 68 9 1t 44 167 52 197 11 41~ JD 7. - - - 6 30 59 223 16 61 34 129 t2 '~ U9 ' }6 1 - - 49 185 23 . , 97 37 '.25 ,, 40 12.2 - - 8 106 7t a1 50 15.2 - .. .. _. .. .. .. .. .. .. .. _ .. _ _ .. .. .. -. - - - - - - 70 21.3 - - - - - - - - ) 80 24. .. .. .. _ .. .. _ .. _ .. .. - 7 90 4 - .. .. _ - - - - ~ 95 100 30.5 - _ _ _ ~ i T 110 33.5 - - - - - - - ~ 120 6.6 _ .. _ _ .. .. .. ~ _ ~ 13 0 39.6 .. .. .. -- .. .. .. -- - '- - y a e 8h u1~6 Heed: 18 11. S.S m 19.2 5 tt. 5 .9m 18 6. S.Sm 25 tt, Z6m 23 fl. 7.Om 26 fl. 7.9m 5011. 15.2m 30 fl. 9.1m 38 fl. 1 t.6m <: tt. t 3.:m1 ~ ~ 1 165 7 6165 u a ~ 70 1167 16114161 16314163 16514165 18514185 18614186 18814198 189/4189 ~ 791 65 Gal. Liles Gal. Liters Gal. Li1ero Gal. Liun Gal. liters Gal. Liars Gm. Liters Gat. _uars ~. 100 379 81 271 6/ 271 - - SB 210 1d5 519 115 549 +5 I 170 ~ I 60 97 352 61 TJ1 61 237 - - 5B 220 140 530 1a0 510 d5 17G +661 1,89 BS 7T1 fi0 217 61 271 - - SB 210 171 507 175 517 +5 ~ 170 55 79 199 59 117 80 117 58 120 116 /6a 171 496 IS 170 ' t' 110 70 265 57 216 59 227 - - 56 220 122 182 125 ail ~. 45 170 ' 414 82 275 55 TOe SB T20 e6 722 56 220 116 179 120 45+ 35 119 1B6 1188 /S 170 /6 172 Ss 206 7p 165 56 220 101 )94 109 417 a5 170 ]d a5 20 76 17 125 50 1BB 51 f93 56 220 90 >•I 97 767 a5 170 ~' - - 15 57 3B 116 72 721 SB 220 71 289 B5 1 722 I a5 170 ~' t2 dp - 27 B7 9 7d 52 197 51 193 69 261 d5 170 i 1sT 157 10 7B - - d5 170 28 106 51 193 d5 17G ~, 35 - - 31 117 2 B 11 129 +5~ 170 -1, , - - - - - 16 80 - 17 B/ +0 t5t 30 's' / 1s 7p 185 _ _ _ _ _ _ _ _ 20 7fi l e ss ales _ i _ ,G 36 566. t7 1m 66 h. 10.1m) B9 h. T 6.dm 77 IL 1 2.3m 771 h. 34.Im 91 h. 7 7.Im1 tt0 a1 33.5m 177 h.1+:.dn1_i __ 2 98 t 0099228 t 2 s - D CAUTION Model 185/4185 should not be subjected as 7 57, 55 76 137 to less than 30 feet TDH. p 57, 59 u9 ~ NOTE: For Pump Performance on Model 112, Industrial col- G~. uoNS t o 1 0 3 0 / o w 6 0 7 o eo 9 o t oo 11 0 12 6 •17 0 u o 1 50 umn ex losion roof um ,see FM0219. LIT ERS 0 ~ I5p 110 720 400 4B0 S60 FLOW PER M INUTE 0099 Y2A _' _, S E WAG E AN D MODEL r.a u..r. 217 c91. wo. 264 co. u1.. 266 w. ., ~ 267 cer ul.r 268 wl, ul.n 270/4270 Gal w.r. 282/4282 w. uun 284/4284 ca. can 292/4292 29}4293 j29 ~ 9 _ `_ c9. Tw - 1-,T s Ls a} vo no !+1 1e +e 1e m+ we +e. u1 sap u) .e1 w b)e _ 1w s-Tw-1-I - rod I DEWATERING 0 !.0 5) 101 60 }3) e9 ]!) 19 ]!] 09 !!) Ipl !6I 9E )6> 157 591 __ _ }I di - ~e1 ce: - 1 '~ 15 ..d !} 111 1! e5 M leg 50 199 50 169 )] }91 d+ 1+} I!! 50! __ 10/ p Ile , 165 ~ E}: ~ I 10 6.1 ~ 10 !e 10 !e 56 tlt !1 119 106 w1 91 N. 10a ''. w9 150 Sf< .~ lE . - J . }5 !0 ).b 9.1 -- _ - __ -- __ -- __ _ _ _ _ _ }9 __ 11p __ 6 _ }) _ .)! I} 1)b 159 . ) 5 1e• 96 JG`. - 'k A` 56~1i: 01~T 1:C ~.1~. ~Se ^ ti :1 ~. ~, I ~ !5 10.) __ __ __ __ _ __ __ __ __ _ __ __ _ _ __ __ _ __ !! i5 65 1 t.b Ipp 1 W; ^ :d d]~''. ' - 1 i 50 IS.t __ __ _ _ __ _ _ _ _ _ __ __ IT .e 161 +, '. lStT-r_']_ ^. Ie.J - .. _ __ _ ._ __ __ ._ t T- Cc __ _ _-~_ .~ ~i Shut o ll Waa. 19.5 I. 5.9m IB 11. S.Sm }I.5 11 6.6m 1 5 11. 6.6m 11.5 11. 6.6m 19 II 9.em }e . ] 9m !5 11. 0.>m 1 1.( 1.B~n~ i SL S 511_._7 d -_ ,_ _ o -__ ~ -~- i r__- i ~._- _ r__ t~ ~-~-~ t ~ G w _ I I i I I I I I I 00990.18 - ~ r U ~ > ~ _ I I _ - I I i I 1 _~ __ .. i i 29~ ~ i ~ ~~ - -'-- i -t--i---4- I ° '_ ,~ --- ' i ~ ~ ~ -T-; , ~--?- ~--~ ~ -', ~--~ -- ~- PUMP PERFORMANCE CURVE ~~ ~~ ~ ~ ~ ~ ~ ~-~ ~~~ ~~ ~ ~ ~ SEWAGE MODELS , ~- 25 - ~ ~ ~ ~ ! I i 2" SOLIDS PASSING CAPACITY i ,- 266, 282 1270 i ' I 6- 20 -267 _ 10~ ~ ~ ~~ - - i I ~ ~ ~ fi _ ~ _- - l 293/4293 d D CAUTION M h b o e s oul0 not 2 211 1264 1292 284 294 295 subjected to less than 15 feel TDH. ~C 2C }0 a0 50 6 C 70 80 90 7 00 1 10 120 110 1a0 150 760 1>C 180 790 200 21 0 22 0 270 .v_.Gt; -- - -- -- -- --- _ ' 9G 16C 240 320 -r 400 ----~ a8C 560 64G 72C SO C 0088oaABLK FLOW PER MINUTE , © Copyright 2003 Zoeller Co. All rights reserved. Quick4 Standard Chamber C r - 33. SECTION VIEW MultiPort End Cap FRONT vlEw EFFECTIVE LENGTH ~_ C~ J ---- -~ i-- L: 6 = i - ~ - ~~ _ ~ ~ ~ ~~ ~ ~~ ~~= I SIDE VIEW E, . ,~;,. Quick4 Standard Chamber Nominal Specifications Size (W x L x H) `~ ~ ~~~'>~~ =' -r34"~x 52" x 12" Effective Length - ;w- ,,,,,~.__ 48" Invert Height - ~ . ~ ;H 1~. _ ~ g" INFILTRATOR SYSTEMS, IN_C. STANDARD LIMITED WARRANTY - - q n a'~~. wedge and Omer ncc ry mn ~. i ~~ -. ~c~ ~~ _~, . . xJ. ~~cc wm nntrator s inrt a ~ , nr~i i - .. - r~. ~ I~~'^ I iF Oalr Ill l' ~hC SCOIiC oerml s ...,t G(. ~ I „r~,i~ ~-,. i .. ~.,. . ~ = ~,~~ .~!~ rr... [n ~I e~~r~~.71e i~w. ih~ wanTnN Periptl wll brain lira It o'1:,I~ ~-. , ~.... . - u,i,o..hi.•nt dio~~~w~i nq ai t, Gorpo~aie r~•~;rs¢~.i,n ,. ~,~I,I~ ~ ~('.~N~ rCn ar;nne~~l Uni1F for Urnis delt`rnnod 'rv I III _ ~ elv n PMI f. `iF iu JRPARAGRAPH (a7 nRF f%( USN 'lu .. •~ ,~ N NC ~ ~ 11-C ~'JA ~!?~N (i[~~ OF MER(;HANTABILIf1 ;)It ii~~l S; ~ .! ,. , ~ ,~ ,o„~~neu,~i~a~~ioor< , ~ ., ' ~ a' nI~7C~ fn ~o arts wl ~t . , t I - ~ nri ~ ~., ,;1 ~St' ~o c. s'. II~C PlaoPi e I n. i r ~ i , i ~~ •~ , . - - .... 1 r .~ ~nPtu'~ ~nq r~xcrvti ve wnt •. ,... - _~ -o~ n~ < < „ or Wawa ry ~i all be wn i n,~ ~iui~ „ i, " ~ %.~ i'il~;;~I IC~CS~J~~SI'I(+~f~.lnV ln$SOrf~m~(~P 0 ~i1P. 11oi(lor 1. .ill ~~...,i :i' i.~ii~: ~~~ - 1. -~~~ill I~1 1 Yfl h) iy. ~ I ~IMI\N II ....I ~~, ~-.1i i-i~'I ,t n.iF.t_.ill r~ll)t~I C...I I. 1~~ I'It~•-~~.. ~. i~l :)~I i~ C,. Sri `;tl~ l-I (.~~ 1Q t I.. i. .. - i 1 i. <. ~. l v . i~.. I , r l:..V i~r t, it II - - .. ~~ '...~ 4flR.5..336.Ot7 ~~~40i.iir--~'.S.n;>> ~J~~.:l... ,.. ~ . ~ 1 ri7 ~ ~p.~,,.C.i < mer pu ent5 pending. " ' ..... n 5~~1~V~ r Ter are r~,pstered trzdemarks of Infillralo~ Sv- Itlms ~"-~ ~~~ ~ ~ ~r4 ~~~, IJinnco Cn~~lcair. C;onlour Swivel Connerhon. Mi; oi_~ ~u~i,~i - I ~.arv-c ni Ir~lgritnr Systems Inc. n 2003 Infiltrator Syslrains Inc ! ~. NlultiPort Entl Cap Nominal Specifications Size(WxLxH) 34"x16"x12" 'avert Height 8" or 1.25' .. ' I .~ ":1~' .. '33g - ' • ~Y~TE M ~ I N C Environmental Onsite Wastewater Solutions' 6 Business Park Road • P.O- Bcx ,6c Old Saybrook. CT 06475 860577-7000•FAX 860-577-700'~~ 800-221-4436 RELYLIEO ad R~9 ~ SG" ~ ~~ ~~ S ~'polylok PL 525 Support Stand Should you feel it necessary to add additional support to the PL-525 filter, use asix-inch Schedule 40 or SDR 35 pipe to extend from the base of the filter to the bottom of the tank. The exten~tion pipe needs to be anchored to the filter housing with one or two #10.~ 112" SS screws, ---- Anchor 1-2 Stainless steel screws through housing and into pipe, Use #10 X 112" .: -------- 6"Schedule 40 Pipe Pipe rests on bottom ofi tank ~ "" ~' cn m 2 I r- I .. ~ ~~ ~ ~~ i ~ ~ ~ // ~ / ~ ~ 2ez.as ~~ I ~ ,~ ~ '~ `~ ~~~0 ~ N . _ ~~~.~ ~ ~~ ~ ~ ~ ~ ~P ,~ m -..~ \ ~~ J ~ I ~ \\ m ~ ~ ~~~~- ~ _. m~ ~ i ooj i ~S yR ~ ~ ~ ~' i ;D I~~~~ ~~ c~ 'a \ •~' \ , ~ $ ,,~ O \ '~ ~ ~, ~ 1 -~ \~ ~ ~ __ ~' ~ ~ ~ L ---------_ A ~ ` ~ V ~ `, 4 ~\ ~ -~~ ~ `~ ~ ~X!1 ~ ~ ~~~ _ ~ ~ ~n ~. ~~ \ ~ ~ w ~, ~ '1 v ~~ ~ ~~ i ~ ~ \ ~` ~ 0 \ ~ '~ ~ ~ ~ ~ a ~ ~ ~, ~~ / ,B `~i J ~~ . s~ ~ I ~