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018-1086-04-000
ry p ~ ° I ~ "' ~ °~ I N ~ c M ~ g ~ ~ E I a 10 ~ r ~ i w o c o I N N V w ti ~ ~ M > t i L O U ~ ?~ N y v ~ C ~ U `°~m I ~ S N ~ ~ ~ I ~ ° • 3 O~~> I ~'~~c4 v ~ o_ - N ?~ N O y C Z C 7 C 7 a <6 N ~ c `~- LL O N N ~ C _ 3~,~ 3 m ~ Y~--~ m I I I a ~~w~ ~ M ~ O I Z C N ... ~ ~ C r Z ~ a ~ w ~ E ~ ~~ N c= Z °' ~ d O a m v v cUn ~ I N~ Z d- 7 0 fV N ~ ~, ~ ~ I N O Z~ •- m N f/) F- r N C N ~ O d Q _~ C w l9 O~ ' O N O i. . 'O N ~ Wit . ~ N ~ ~ C .0 ` O 0 0 O co E~ m w N O ~ Z Z o I w' o zo I z N N ~ Y ~ ~ ~ ., N ~ I I O N ~ ~ t6 ~ O u1 Y ~~ij ~i . O "~ 0 L ~ a 0 ~ m ~ N N W v ~ ~ ~ ~ o a ~ I ~ O O O •N R ~aaa ~ a N ~ g % ~ U N N o ° O' ~ ~ I ~ r o O N N } ; N O Z~ O O O ~ Q 0 0 ~ O " 0 - N N ? to , 1 0 0 i t . 0 ~ = ~ O a~ ~ I rn ~ ~ m •- ~ ~ ~ ,n ~ I Q ~ 7 r O d.+ ~ C O 4 N ~ _ O O N ~ ~ In ~ 0 r ~ v N~ O O~ ~ ~ aoi 5 ~ C v a °o °o o f C -O N N N I V O ~~ o o v ~ ~ N~ ~ a~ C1 c~ c_O co ~n r v °' cfl ~ h~l ~ ~ ~ N E ~ U ~ ~N ~ ~ ~ ~ ~n C L •~V ~ O N 2 d V O * Z N Z a R rG to I O ~ + c C~ a ~ ` V ~ ~ ~ ~ a m ' ~ A ~ ~ j c°~a~ ov~ic°~ MEMO DATE: December 5, 2002 TO: Mike Rogers, Rogers Plumbing, Inc. FROM: Pam Quinn, St. Croix Zoning Contractor RE: Mound sites in Hammond Oaks Subdivision, Hammond Twp. There are five (5) other systems in Hammond Oaks that still require your attention. The mound locations below were included in a drive-by inspection of Hammond Oaks Subdivision by myself and Rod Edinger on 12/2/02. These mounds require access boxes or other protective enclosures for lateral turn ups and additional soil and/or mulch cover to meet requirements in the mound and pressure distribution component manuals (see Table 3, "Turn ups" in version 2.0 of Pressure Distribution manual). Lot 301ooks especially in need of some final soil cover, which may be the responsibility of the owner, for frost protection (see 83.43(8c) ~ ~,~G~~i~vvx~ Permit # Lot # Address ~~ ~~~~~e~ d ~ Subdivision/Town v 405181 4 1614 89th Ave. - final in ection Hammond Oaks, Hammond 399667 1622 89th Ave. - final ins ection Hammond Oaks, Hammond 420360 35 866 162nd Street -final ins ection Hammond Oaks, Hammond 420363 37 872 162nd Street -final ins ection Hammond Oaks, Hammond 420359 31 1614 86th Ave. - final ins ection Hammond Oaks, Hammond You and I had previously discussed the need for installing access covers during 10/31/02 inspections for lots 24 and 25. It was my understanding that you intended to get covers installed as part of other plumbing jobs in the subdivision. Please provide the Zoning Dept. with a date that these five mounds can be inspected and verified that state code requirements have been met. apartment of c;.~mmerce' PRIVA E SEWAGE SYSTEM uilding Division SPECtT10N REPORT _. ~,4AL'INFORMATION ~ (ATTA TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit N;;Ider's Name: City Village x Township Prichard, James Hammond Townshi CST BM Elev: Insp. BM Elev: BM Description: ~j IOC ~ od ~ " r,~l TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic , _ ~ OD ,l Dosing (~ [o Aeration ~ / Holding TANK SETBACK INFORMATION TANK TO P/L .~`~t WELL BLDG. Vent to Air Intake ROAD Septic ~ ~ ~ ~ Dosing ~ ~ ~ Aeration Holding ,_ ..._ PUMP/SIPHON INFORMATION Q,~,' ti"r ° ~ 1~. Manufacturer ~ ~ A _ m~ Demand cvlA GPM Model Number b 2~ .~ 3 TDH Lift . ( Friction L ~ Syst ~ He_a~ TDH~ ~Ft ~ [J~ r Forcemain Len~tq , ~ Dia. h Dist. to Well ''//C~ /V'bT ~~ ~'I~ SOIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 405181 0 State Plan ID No: Parcel Tax No: 018-1086-04-000 - / / /_ ~,- ---------- i iod /~ It. BM Bldg. Sewer - SUHt Inlet 2 ~ ~ g 3 a l 6 SUHt Outlet ~- ~_ Dt Inlet / Dt Bottom /~,v IS2~ G-~~ Header/Man. Dist. Pipe 3.~ 3, iz ~o~. 3 Bot. S ssem ~ •~ /~~- A j+ Final de ~" s '~~~' /o ~- y St Cover j ~0 /o ~- 3~ /~ ( ~ c~ q -7 BED/TRENCH Width ~ Length No. Of Trenches ~ PIT DIME NS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~ ~~ / ~ 6GG SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM C G Manufacturer. tNFORMATiON CHAM Type Of stem: ~ ~~ , '~ / NIT Model Number: DISTRIBUTION SYSTEM a-K- -f~ eL rn.~sw,;1 b~Q.o~1,c.t ~'~ilLQ-a/ Header/Manifold ~l ~~ Distribution t Pipe(s) ~W [ ~ , S ~~ x Hole Size l/ 3~f (O x Hole Spacing ~ Vent to Air~i ems, ~ .•~~~~~r`".~" Dia Length Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only ~~ N" .A°~AS De th Over De th Over xx De th of xx Seeded/Sodded xx Mulched p dyt9'1.-~f// p P ~,~~~~~ Bed/Trench Center f S~~ / BedlTrench Edges Topsoil [i Yes o i Yes Ir No F COMMENTS: (Include code discrepencies, persons present, etc.) Inspecti 1 • / /~O ~~~J Inspection #2:~f ~ / v ~Qth Avenue Hammond, WI 54015 (NW 1/4 NW 1/4 20 T29N R17W) Ham ~d Oa s otL t 4 Parcel pLo: 20.29.17.624 -, -~-,7.~ p7~ St a ~rl~ ~6i~/ N-o7 ~,i~~~'due ~ /~/t!~+--~ (mil Q~Q ~o'r'~p~~ Q~~+~ ~r'/%rs~V --T-- -- - - -- _ - - - ---- - -- - _ ~ ~} T ~ ~~ Yes ~ _ No ~ 7/~' -- -- ( I, nformation. _____ ~~ ~__- ! _ __ _1 _ - _- 1 _ . Date Insepctor's Signature Cert. No. ~ '(~_ ~va~"' C~....9, .. V Cx w~f~ ~Y: L~ ~„~ -~?105 • `oN ~w ~VQ•Zr Ali H•.+ ti S L .~ l SGw~\Q_ Ir•= 30r~ ~~ LLL~~ ~ -S 30 w t L7 o tt s et~..c~ ~~' 11w-Nw-20-Z9- 1'~ w --~ 1Ou.~,; ~tiwwo... . ~~ Z ~3. ,,,e ~ ~na.,.~ w~~.-e44.4+-os i v~~ -tsq+4•S1.•eo `~~ Lwt~b-~-~ ~105.~~ 2i ~..o~~ ~'-e. ~~ A~w.~ w ~K owaw ~a w iow7~ O- ~ e y. ~ ~,y ry t es ~ ~:s~ v. ~-ll~v~~. ~ ~~~, ~.~~ ~~ ~.,,.: t, ~• , g , ~ r.~~ ...,~ w, Z l..s 11t~..f~ t~° lr` \~e...~ -1~r~ ems.. ------------- -------------- --~ 1-t w,.,l.: ~~ ~ Q..~ - ~~~~~ ~~ ~~ s ~~~ l rr t" 1~~ff'C S r.~ 4b 1s `"~«tY- t1o ~ w,.,.,~, ~ 1.,,~ t.a,,,,,.•,. ~.~~.. ~\ „y,sr y."S~.~a~ i Sd ~~ ,S ~: .~ ~ o •~ \~. ~ J Q t-~ ~v ~/~ ~ ~1 1, .1 7i~~Sw~t~ 3 ~ ~ ° 4 ~-~ ~~,~~ ~ }'' 1. fit. zs-s'.~4• ~~1 _~ 1 ~ ~ Safety and Buildings Division County , I ~+ ~+.~ ® 201 W. Washington Ave., P.O. Box 7162 ,r7~~~~7~~ Madison, WI 53707 - 7162 Site Address De ~rtment of Commerce -Z.s'`-OZ .. ~ 6~s~ ~ ~,~ S~.Ylltdry p@Y'Iril~ AppllCat1011 . Satutary Permit Number In accord with Comm 83,21, Wis. Adm. Code, persortal information you provide ma be used for second oses Privac Law s15.04(1) (m /~D,SOS ^ Check if Revision , _ I. Application Information -Please Print A.ll Information State P .D. Number Prope Owner's Name D Parcel Number 'ZQ .2 Property Owner's Ma il ing Address Property Location / ~ 1 ~ T tA"~'~ ~ - City, State Zip Code ph o~~li~~FFICE tk i,4; S T N, R Lot um B1ockNumber s m 1 ~~~~ 71 " Sub 'vision Name CSM Number II Type of Building (check all at aPP1Y) ~ ~,~ 1 or 2 F il D l l ^Ciry am y we ~r+rn ling -Number oPBedrooms ~.,.t ^Vill ^ P bli / age u c Comt cial -Describe Use ~ / ~ ~~ '.'' uu ^ State Owned ~ ~" "laS 't l Townshi . ~ a .v ~ B'K~t n/IJ l~~ct= I•Q'~~2t~ Nearest Road l III. Type Of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) `~' 1 New 2 ^ Re lacement p System 3 ^ Replacement of 6 ^ Addition to For County use S stem Tank Oni i:xistin S stem B • ^ Chec1C if Sanitary Permit Previously Issued Pernut Number Date Issued IV. Type of Permit: jCheck all that a pl )(numbering scheme is for internal us ~ ~e,C !} - I ~ 44 ^ Non -Pressurized In-Ground 2Mound 47 ^ Sand Filter 50 ^ Constructed Weiland 22 ^ Pressurized In-Ground 41 ^ Holding Tanlt 48 ^ Single Pass Sl ^ Drip Line 4S ^ Ac-Grade 46 ^ Aerobic Treatment Unit 49 ^ Recirculating 30 ^ Other V. Dis ersaUTreatment Area Informat ion: " Design Flow (gpd) Dispersal~tt'ea Required C,[.fSQ~~ Dispersal ea Proposed ~$~~ Soil Application Rate(Gals./Da Sq F't.) Percolation Rate (Min /Inch) System Elevation Firtal Grade El i i ~ . evat on (~ /D~. 9 VI. Tanlt Info Capacity in Gallons .Total Gallons Number of Tanks Manufacturer Prefab Concrete Site C t d Steel Fiber G Plastic Now Existiue onstruc e lass Tanks. Tanks Septic or HoldittQ Tank _ DosinE Chamber VII. Res onsibility Statement- I, the undersigned; ass a res ~ y for fnstallatlon oP the POWTS shown on the attached plans, Plumber's Name (Print) Plumbs ' ig a /MFRS Number Business Phone Number . ~~~~~~ ' Plumber s Address (S ,Ciry, State, 'p ode) L VIII. Count !De ar-tment Use Onl Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agetu Signature (No Stamps) ^ Owner Given Initial Adverse . Surcharge Fee) ' Determination 3?.s 'gyp IX. Conditions of ApprovaUReasons for D' approval . r ,u _ _ Fri, l ~IeE- ~1,M.. v~ ~ IS an~- J P/ i tie. ~,p.-~ Sys-- tti S~ . Se,n,~ ~ ~ I ~ ~ O-t~ ' "~°~ " ^ _ ~~ ~.~-~~-E-~4'Q,~, ~-~ ~Dt ( {~s . ~(%f RF- I~,~te c c.et.,..„~ be~ {~.t.~,,,,~ ~ --~ c~CRM11 wlftl~%Fat.~n Sp n`~ir -I-~-.. ~ 0111)1'.. o ~ ~; ~i-- ~ .. _ L : 1... ~ .•I^ ~'- At coin ere (to a ounty o or the sys on pap ess th x 1 es In size ~u, S. SB -639 (R. 05/01) ~,, I~S ,,k,,,,,,~-~ Jer~~~-N ~ .erta.u,u2 c,~.,,..,~(:e.~-s.e;~~.~-s cat„ .~v,rt.tw ~l```°'~'~ c.ed~ /~d~~ce~ James Prichard -Mound Transaction # Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD-10691-P (01 /01) Pressure Distribution, SBD-10706-P (O1/Ol) Location: Lot 4, Hammond Oaks NW 1/4, NW 1/4, Sec. 20, T 29 N, R 17 W Town: Hammond County: St. Croix Date: Owner: Address: Plumber: Signature: License # Attachments: May 24, 2002 James Prichard 6748-Plan Approval Application SBD-8330 page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management RECEIVED MAY 2 3 2002, SAFETY & BLDGS D1V. uEPARTbIfNTO p~~D lilYISION SAfETYANA BUILDINGS SEE CORRE ONDENCE page 1 of 8 1892 142nd St. New Richmond, WI 54017 Design Criteria In situ designed loading rate Depth to estimated high ground water Depth to bedrock Cross slope at system Force main length Manifold/header length ~' Drain-back ~• ~ Lateral length ~ @ s~'•~ Lateral elevation t °~•3 Lateral hole size 3~1b in. @ Z V• ~ ~ ~ holes/lateral 3 `g Lateral volume S,q 4 Total lateral discharge rate Zs• ° g Network pressure compensation losses °•~-S' Elevation difference ~•sS' Friction loss o• ~~ Total dynamic head (~ t' • o ~ Pump/sipl~,on ~ `~ gpm @ ~ Z Manufacturer ~~ ~'•• n w ~. ~~ Dose volume S 3. o Lift/sipA+6n tank~'• °~~ ~ `'~- ~~ ~ ~~ Septic tank •~ •' Effluent filter ~ ~ ~ ~ ~ -~ ~-o Measurement pump on and off ~• •5 Height alarm from tank bottom ~ 2•s~ Reserve capacity ~~ } specs.calcs.res Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L Bedrooms x 100 gal/bedroom/day x 1.5 ~,P gallons/day hydraulic load Design Calculations "•3b gallons/sq. ft. per day ~ , z S in. ? ~ in. ~ • S % ~.. h. ~. ~r ft. of ~' in. ft. of Z- in. gallons ft. of ~~~z in. ft. @ bottom of lateral in. ( 3 • ° ft.) Spacing holes total gallons gallons/minute @ 2•s~ ft. head ft. ft. ft. @ Z,~ gallons/minute ft. ft. of head Model # S N ~ 3-c~ gallons `"° gallons t ~~ gallons in. in. gallons Page L of N ks {.~w It 1 -~ S c w.\ o. ~~~ = 10~ ~ ~ ~ t'i''C fit' ~ ~ ~ ~ tS 30 t ~w.N~,s.2.o-Z9- ~~ w ---- 1 , ~ J wr.; p+o.wwo.. ~~~ ~%i Z~, ~~ ~yK~ c9~~j.-e44.4.-os t O¢' ~"• t 17 u ~ s etl...~.~e L-~.1.01~~'~ (103) ?~i v.oY' ~+i: i,~ ~( 1, o tn. i . +v ~YktS oti a.. ao v i; ~. ~, ~~ ` ~v ~~/~ ~~ ~~ S. fie(. W.~r\~ ~ c(Xa.+:"t c(.n~..lowy d ~ (0.,.. 1t ~ w i - ~,a L.y 1.1~A~.~.a, U C~n4~~-S ~ h~ ~ ~ .as 7i~~tS~S~~., ~y" ~~i~ C z5-r v4• R Z~ 4 ~ ~ ~~ ..~ ~ ~) '~ t..l w~ tt~ ~` ~ ile..-~ ~~ a`f.~ ~.,, be~liaa.o) ( ` ( ~ 1 .r'z-~~ s.,l, qo Lov.. M-«tY- ~1e ~wG W ? y w So ~.v+-. ~o« ~.a,~-,,...,. to l«.~c. ld ~~ es ~= O ~~, 0 u y . . I 11 ~1 I ~ , 4~ppvt 1 w.~s»~ c•..av I,~' ~ ~n'~3 aia.n~, .ry Q aY lw•. ~y~.~.tv. ~ b" ~ 1 eQ `"' • , ~ lo• R.T., o ~ o ; ~ 1 '~ w.aSt ~ b i..~co:1 i «SL ~ z 1 1 ~ v... Q„1«I o.v a.a.. 1 ~ ~ t C y•,~ Lp y~,y ,( ~~ •-+ ~, N o~~; . ~ e~~ ~~ ay k~~ ~o" o.~ 3' . .. `~' o ~~ 1 . ~t~' . ~q ~ ~ ~ s~ o T :.„~ ~----- 4 ~" ~ - ~, ~ i•a~ ~ ('~9~ ~ ~4,t' y „`1' 1,t, ~-- I t ,o' S ~' • o' 1 ~.0' ~'a•c~' o'Yt~. ` 4~ Or.~t TQ.4• w.`~~.-a.~ `.~_, i w1 w ~ O ~ `r~C\t lwti:~ Q', 4." ~-c~J~Ip~ ~vC o`oS~rv~+:oy ~..a11~ ~-O be~~o... O~ rock b~ ~.. Qv~ sc..`, 40 .....,:~~~ `..tom-•~~ ~~~~.;` I`~:~ Pvc s~, 40 I 3.u' ~ 3.~' I ~ ~ 3.n' I 3 .d , ` S'~. J' r ~ ~ Q t, Y ~P ~""~ ~! A` V t ~ O 1C 4 ~ O `r K : V a \ GM. ,~ ` /\ ~ ` e ~/fib ~ `~ o\ v, o ... 1 ~T A~• ~ 2n.•.~ ~• ~0 c R o ... ~ :., ~ 3 6• l7 ° o. o..~ 3 _`~ ~ \~ l\ y - ~ ~ J\ t..~ 9.~.\ \ 4 T Sll~ ~ ~ ~ ~ ~ o\ \~ 1 YO + ~-~C / I ~~ ~ ~ ~ • to b ~--~ \ = Z'S • O ~ h '7' o't '~ I dC~ ~ ~ ~"' ~ Z ' Jr h o.~ ~ ~ )ll a~ ~ a ~- ~ ~ ~' ~ -- -~ r ~ + .~ 'i . ~_ k ~T 1S ~'C Ca -~ . LOCKING~GOVfiR "-'~ [vAn'~v ~N~ ,c ABED . av-cK o-~co.wtcT---~ C.r ~~ ,, ~~ ~ 4° PIPE 3' r10 No-SSUa2,ED SOIL. 24`' Z.~. MA-it101E ..... i~ r ~FLE; .Z~. ~~ Fott<~ h-t.a~w WEAT'NERPROOF .TU N CT 10 N 8ca `~~wlio 3$.J v N(tit AL .~f--- ON ~S„ sl„ ~~ PwlP ~„ CorvUeETc b~oCK ~i>~R.ovcQ A \ SKET 3bM'~ _~ ~ P-rc a rW ECTI OKS C ~l.ev, qq~; D ~FV. ~Q•o SEPTIC f OOSC TAU~.S ALA0.M~ PUMP 7M ~~ l ; ~. . _ SpEGIFI~CATIOIJS i~' /7/f~7'~~'7 .r P ~-c 4" 4 0 Vth~ -- 4' ~' O~ S .,. M 40 3' o~ o u~-:.nx4 (~CJUUO MAUUFACTURCR: ~9 ~~~~ u~y/ya ~•~~° TAWK SIZC; 1~~"D~~'"° GALLOIJS M/WUFACTURCR: S `~ ~~~ `~~~~ I"1000L 1JUN~CR: . 1 e t 1-4 ~ SWITCH TyP[; ~"~"`~n` "'`b MAAIUFACTURCR: ~~ y,9-vo ""'~ ~~ MOOEL IJUMDCR: S N R F 30 ~ I T V~ Q.V w, v ~. ER OF DOSCS. PEk 0~~ DoSC VOLUME S" S IIJCLUOIA-Ca OACKF-.OW~ G~~~ONS 3$~J ~~ S ~ CAPACITIES A . 11JCHC5 Ok ' ,',,A.,.O~ Z Z.S.V 4' 8 e iAJCNCS OR GALLv~.; i D• ~ INCHES GR ~0.92 v~lL~uL W CH TbpC, IJOTE: PUMP A1J0 ALARM ARC TO BC MIWIMIUP'1 DISCNARGr` RATE~_CIM INSTALLED OIJ SE PARATC CiKC:.'•ra VCRTICAI_ DIFF[RCAICf DCTWCCU PUMP OFF AUD OISTRIGUTIO-J PIPE.. ~S ~ FELT ~ a. ~ + MIuIMUM uETWORK SUPPLY PRCiLURE .. . .. ~'~ FEC7 ~'"'~~~ + ~~~ FCET OF FORCC MAIIJ X '"F~p~xiKICTIO-1 FACTOR. O.L'1 FEET Z~/ ~ ,~ ~~~ '° TOTAL. Dy1,1AMIG NEAP o ti~'O~ FEET ~. ~ IAJTERIJA~. DIME-Jb10-Ji •Or TA1JK~ LEIJCi7H \~~}/~ ~ ~~„ S 1 ' -' --_____;W~DTH ;LIQUID DEPT H -~ ~~ T ~. ~, ~ ~ Pu1m» ChorotterisHt>f 1 RJIe+« ud+ Ssbr+ertlWe Asleaetk M~dh sNErSOAt Norcepewsr .30 f.u tad ~ a.o Arta Sboisd his 14 ! R.1Ji1. I fS0 !lime @ 1 vek n s Hem 60 1«pp•rNRe t ZO'F At~d NERD Dai,• A iusktlo• Cless A picclar She 1-1 /~" M1T (Sbsirt~ selds Ns.efiAq s/4" n~a U•h WetbSt SO 6s. -ewer Coed 1 b/J, S1TW, 40' std. Materials of ,Construction Nadh ~----^-- SMieins Sriel lsib~rk t>A Uiebcltic W N4etor Ners <uf kai Cos C•rt It 1 ModaMkd soot, s.al Seri ktas ~siiM/Grade se.l ~ Aa.dk.d Stec slswrM~ s,.~ wss IaarM E t1t G:t Na Slew lower Rws IaN bethn flue E Ik I.ys Ea~aserd 111stsset11as1Re Festeats ftsidess Stael P®rferrnehce Data T. >, 6 ~ ?a ^ s~~io urs/s~od s ~ ~ ~ Tot~i Nei hit ~ i 12 1~ 20 4~ 0'M ~II~=.l 44 2i 2! 22 12 0 Dim~nsior~al Data s. ql s h ildlti I~ r« ~~ ~. x c.A.wnr 4h~ 11~ 1~': IA el! •.lA 3. NM (x cgpycti~n P~ .~1 ubs c.+~ wr L 91~nion a1) rsiyM re ~wnos sptntlnaw, S. sn/9R Iwd ebumYr 1. Mk nw» As ryM o ssih m~Yor k W PrWua ad tMi q~dfmwo laAoN neMcs ~~. •~4. tt. `. ~ 11' 7/( {~1) g~J#~ ----~ z•:o~ ~ s~ yti !NI -~drr I' I~ HYDROMATic w . ~ 1810 Saner Rwd ArWaid, Oho 44105 Ts1:119•IY9d011 tix• 419•'111 x011 Wsb Sits: www.ptnlalrtunp.tom SALES C>fFK[S IN A!l MWOR CRIES ANO COUNTRIES item u: W-o~•A3S0 X208 6M 1909 Mydrortlcllic' PurnP~. Ashlgnd, Ohio. N! Rig - Yw~ Au~honxed lacd CBuriburor - i i I ,. .._. ~ .__ .. I I ~.... _ _.. ,~ ' System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems devrrlop with the adsorption system or any other system components, the installing plumber, Rogers Plumbing, 715-235-1132, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1 . If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or pump tanks are no longer used, they must be properly abandoned. 1 1. [f construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance ] . The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 1 1. Warning: Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 f !~ > ,~ ~Z,~,_ ,~'~ . s.w..a ~U'w-Q"t ~Y~C.~0.v~~ '~~~~0! ~~~Sh N M,i t.-w is '~ V t 1 ~ tS to i, ~. ~ ~~ Ri ~.oY` ~4.~yb~N~ i r~RIG9I~AL ~~er•~S ~~~ ~.. ~ S.o,.,,, e. l . ~..~ ~^+r+s ~ « IZ t't'c l ,,~ ~ _ w~ ,,. Y3 K c .~.: S.S~ l:~t ~ ~. Ll•l 1. ~.k.~,. ~ l_,, ~ 4 , 1~,,.,.._ .,.~ ~.,.I~ }Jw-NIw-zo-Z9- 1'~ w --~ ~ J ww; u ~.w•vo.. l yp Y vV~ cs~~j,-e44 -4••-ov v4q •ts4<-•51..•O ~~ ~ vo / ~Q -1 ~~ na- ~ ~ ~$' 4 ss~'y ~. ®. ~-z ~~ - Q '3 ~ ~ . 11 i~ Ei o t-~~ ~S ~~ ..~ w ~) ~~ ~ ~ ~/w l}3-~b` ~sA,l-~.o~ ( ( ` (1 ~t~~t`~~ /l\J . G~ RECEIVED MAY 2 1 2002 ~~ ST. CROIX COUNTY ~~, n ». ~. ~ • ' Y . Wisconsin 17lepartment of Industry, SOIL AND SITE EVALUATION Labor and Human Relations Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. ti, Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must Courtly include, but not limited to: vertical and horizontal reference point (BM), direction and ~ ~`j percent slope, scale or dimensions, north arrow, and location and distance to nearestload. ` -' Parcel ,APPLICANT INFORMATION -Please print all Information. y ~~ ,,, Reyiev Personal information you provide may be used for secondary purposes (Privacy tFaw, s. 15.04 (1}jti~.'v"t' ~~:~ " tJ'~,`J Page / of Z S?: Git°Oi'JL I .# O C~1~•/c7yy• SO•da Date Property Owner ~ V H Q L Qr0 4>All~ p C d Property oca o •~~..! ti i {~ ~~' N~ y 20 T Z~ N,R ~~ E(or)W, V ~ ~~ ~•1~ ~7T~ 1 ~ ~~ 1~.7 h~oVt~ Lot ~ w /4 1/4,S Property Owner's Mailing Address ! Subd. Name or CSM# 332- h ii UN~5oT~4 ST. E~1S T I yo ~ ~ . ~F~ttiowD o~9•~E's- City State Zip Code Phone Number Nearest Road r' 7 • / Z ST• p11V~. 11N~. I .~S/o~ I ((vSl )222.55Ss ~ city.l~ ~ ~~.~e,-~r~~"~' i ~ ICob [~'~lew Construction Use: i~r+esidential /Number of bedrooms 3 Addition to existing building ^ Replacement ^ Public or commercial -Describe: Code derived daily flow y7 ~ gpd ~ .,~ Recommended design loading rate 7 bed, gpd/ft~~strench, gpd/flz Absorption area required ~_bed, tt2 trench, ft 2 Maximum design loading rate bed, gpd/ft~ • '~ trench, gpd/fl~ Recommended infiltration surface elevation(s) SLL 'PQ 3 ft (as referred to site plan benchmark) Additional design/site considerations Parent material ~DE'>:S Dilt77 O,~~VSL~' T/~/f Flood plain elevation, if applicable N~T_ft S = Suitable for system Conventional Mom In-Ground,P~res/sure AT-Grade System in Fill Holding Tt u = Unsuitable for system ^ s ~1 LrJ s ^ U ^ S Lv~' U ^ S U ^ S ~i ^ S ~ SOIL DESCRIPTION REPORT Boring # I Ground elev. 'Da go ft. Depth to limiting factor ~in. Boring # Ground elev. ft. ~b~ .y~- Depth to limiting factor ~_in. Horizon Depth Dominant Color Mottles Structure i t C B d ts R GPD/ft2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. ons s ence oun ary oo Bed ,Trench / D•rZ roY~ i/ 3 -- ~- / sh,~ ~rv+ fie cs ~ f- . ~(; . s y .~ •~ /~Yie 3/3 -- s~L a~sh~ ~R c -- • s ; . ~ •~ io ,2 -- ,Sid /l~S~ •~~ cS - . z ; • 3 Remarks: • goy y __-- , a.f h ,~ - • s ~ • Cam, ivYR ~r~2., ; ~•s~/~. y~~ ; Remarks: CST Name (Please Print) RDB~eRT- 7~~t3RtGtiT Signature I ~,,~• Te~g~vne N~ •~ /a g . $ Address Date CST Number -~~ . t ~ ~_ x43?5 ~i~i,tn._~~~igtBg_ Private Sewage Consultants 655 O'Neil Rd. Nudnnn. Wis. 54A18 . ~ uti $ I ~O ~ ~al~ SOIL DESCRIPTION REPORT PROPERTY OWNER c~ R f PARCELI.D.~ ~ ~AMfiON~ ~~ ~~ `~ ~"` • Boring # 3 Ground elev. /t~0 >IOTft. Depth to limiting factor in. ~- Page 'Z- of /. Horizon Depth Dominant Color Mottles T t Structure i t C B d Roots 2 in. Munsell Qu. Sz. Cont. Color ex ure Gr. Sz. Sh. ence ons s oun ary Bed ,Trench ~ is /~ 3 ~- G. / s ,~ ~ fib ~S . ~ ~ •s ,r ,r ~ .. Remarks: Remarks: Boring # Ground elev. n. Depth to limiting factor in. Boring # Ground elev. n. Depth to limiting factor in. Boring # Horizon Depth Dominant Color .Mottles Structure i t C B d Roots GP /ft2 in. Munsell Qu. 5z. Cont. Color Texture Gr. 5z. Sh. ons s ence oun ary Bed ,Trench Ground elev. ft. Depth to limiting factor in. Remarks'. SBDW-8330 (R. 08/95) Remarks: y1 ' * •. Wisconsirf Department of Industry, SOIL AND SITE EVALUATION Labor and Human Relations Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. i, Attach complete site plan on paper not less than 8 1/2 x 11 Inches in site. Plan must : ` County include, but not limited to: vertical and horizontal reference point (BM), direction and r percent slope, scale or dimensions, north arrow, and location and distance to nears§t'~oad. "^-+ parcel APPLICANT INFORMATION -Please print all information. ~ ~ 'Review Personal information you provide may be used for secondary purposes (Privacy Lbw, s. 15.04 (1) ~iri)}.N' :' `: '" \ y S?. ~/~ d/•/l. ~. # O Page ~ of i • uv ~ • on Date Property Owner ~V MI (3 ~ Qp . 4.AN © b ~ Property Localfo i ~' ~' V ~ St7 N•~ ~~ 1 l'~o N . -CZO~. Lot•- ti /4 N wl4.S Z ~ T Zy ,N,R ~~ E (or) W . . Property owner's Mailing Address Subd. Name or CSM# 332. h i UN~soTA sT'. >S'~1s T I yo ~ '~" . ~F~f,MO.vD o~1-~s• . City State Zip Code Phone Number Nearest Road kJ sr. Pnu~ ~ MN. i ssio I , c~S/ )~aZ •s5ss ^ city ° M""~,~~~" I ~ ~~a []'flew Construction Use: [residential / Number of bedrooms 3 Addition to existing building ^ Replacement ^ Public or commercial -Describe: Code derived daily flow y~0 gpd ~ ~~ Recommended design loading rate bed, gpd/fl2~~ -trench, gpd/ft2 Absorption area required ~_bed, ft2 trench, ft2 Maximum design loading rate bed, gpd/fl2 ~ trench, gpd/ft2 Recommended Infiltration surface elevation(s) S,LG pQ 3 ft (as referred to site plan benchmark) Additional design/site considerations Parent material ~D Et'S 0 ~!~ QFNS~ T/%~f Flood plain elevation, if applicable N~ eft S = Suitable for system Conventional Moyer In-Ground Pressure AT-Grade System in Fill/ Holding Tank . u = unsuitable for system ^ S Ga'G Q s ^ U ^ S Q'u ^ S U ^ S CMG ^ S f.~ SOIL DESCRIPTION REPORT Boring # < ' Ground elev. Boa 9o ft. Depth to limiting factor ~in. Boring # Ground elev. ~b~ .y~ft. Depth to limiting fac or in. Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounda Roots GPDlft2 in. Munseli ou. Sz. Cont. Color Gr. Sz. Sh. ry Bed ,Trench ~ 0•~2. ,~oy,~ ~/3 -- L Sh,~ fie c5 ~f • Y ; . s • ~ ~ •~ ~o Y~ 3i3 - s~L afsh~ ,GR C - • s ~ • ~ •~ io - i~ / s~ ~~ cs - . i ; • 3 Remarks: p ioy -- G. ~ h ~~ cS ~r~ . ~{ ~ .S • /oy y ----- Lf h .wl - • S ~ •Co D G2 ~[ - • Z ,• ~aY,e ~~Z Remarks: CST Name (Please Print) E?o~~RT- 21~~Qieti'T' Signature Telephone No. f Address Date CST Number 1 tlhrfnhf R Aa~nelatae __ ~~. L •,~_ ~ Z4 3 7 5 Private Sewage Consultants 655 O'N®il Rd. Hudaon, Wls. 54018 rz . , -~ 4 ~v~ s % GvT ~ O O 1~ 1, O o ~ ~ O O ~ ~ ~ W ~ ~ C • ~ `v~, , ` ~ 1 V o ~ ~ ~ ~ ~1 ~ ~ ~ o c~ ~ ~ ~~ O 1 ~`~. ~ ~ 0 v m . u~ ~ ~ ~ W ~ t 6 N, J G I V ei ~~ ~~ a .~ o~ W .~ 1 (~f W O ~~ i, ~, v ~ ~ ', °~ ~ 7j ~~ ~~ c ~~ n ~ ~ 0 0 ~~~ n ~ p c `I o ~~ ~ ~ iscons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54801-1831 TDD #: (808) 264-8777 www.commerce.state.wi.ustsb www.wisconsin.gov Scott McCaNum, Governor Philip Edw. Albert, Secretary May 30, 2002 COST ID No.225094 MICHAEL P ROGERS ROGERS PLUMBING N4563 320TH ST MENOMONIE W[ 54751 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/30/2004 A7TN: POW7S Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: James Prichard 89TH Avenue Town of Hammond St Croix County NW1/4, NW1l4, S20, T29N, R17W Subdivision: Hammond Oaks -lot - 4 FOR: Description: Proposed Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 853657 Identification Numbers Transaction [D No. 754014 Site [D No. 645331 Please refer to both identification numbers, above, in all corres ondence with the a enc . 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 alt code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.OI/01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O 1 /O l ). • 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 private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 14~.20(2)(d), Wis. Stats. • Comm 83.22(7) - 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. Owner Responsibilities: • Comm 83.52(1)(a) -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). ~' n~°,'wrS dt •' Q ~Ao.~ hal~v MICHAEL P ROGERS Page 2 5/30/02 Owner Responsibilities Continued: • 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. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 slats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, / i~~ Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm j swim@commerce.state. wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 ~ ~_~~ ~ ~:: y Private On-Site Wastewater Treatment System (POWYS) Index and Title Sheet Owner: ~) I,U C 1~J Project Name and System Type: Location: Contents: Street Address 1 ~ ~ ~ ~0. ~j"~ I `7 Legal Description , 1 i n . ~ . _ ~ n , a ., ......... j.,, ~,.,.~..,~~ Page 1: Page 6: ~'~.~_ Page 3: `- ~ IfV TS ~ Q.~"~ Page 4: ~ ~ If1i I J ~~~ Page 5: '~- ~ ~ (~ ~ [~ Page 7: Page 8: Page 9: Attachments: Plumber/Designer~-~_~~ . ~- Signed: `~~~~' Credential Number: ~,~ 5~ O ~ ~ Date: ~~~ POWTS OWNER'S MANUAL MANAGEMENT PLAN FILE INFORMATION Owner Permit # DESIGN PARAMETERS" Number of Bedrooms 100gpd/bedroom ^ NA Number of Commercial nits NA Estimated flow (average)* gal/day Design flow (peak), estimated x 1.5* gal/day Soil Application Rate ~ gal/day Influent/Effluent Quality (NA^) Monthly Average** Fats. Oil & Grease (FOG) 5 30 mg/L Biochemical Oxygen Demand (BODs) 5 220 mg/L Total Suspended Solids (TSS) 5 250 mg/L Pretreated Effluent Quality ^ Monthly Average*** Biochemical Oxygen Demaud (BODs) 5 30 mg/L Total Suspended Solids (TSS) Fecal Coliform (geometric mean) , 5 30 mg/L 510+cfu/100m1 Maximum Effluent Particle Size 1/8 inch diameter * Wastewater Flow Verification on and calculations: (Other than bedroom based) ** Values typical for domestic (non-commercial wastewater and septic tank effluent. ***Values typical for pretreated wastewater. SYSTEM SPECIFICATIONS Septic Tank Capacity gal ^ NA Septic Tank Manufacturer 1 ^ NA Effluent Filter Manufacturer ^ NA Effluent Filter Model ^ NA Pump Tank Capacity gal DNA Pump Tank Manufacturer j ^ NA Pump Manufacturer ^ NA Pump Model ^ NA Pretreatment Unit ^ NA ^ Sand/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer: Model: Dispersal Cell(s) ^ In-ground (gravity) ^ In-ground (pressurized) ^ At-grade ^ Mound ^ Drip-line ^ Other: D Leaching Chamber Manufacturer Model Approval Stipulation - Soil Application Rate_gpd/fl Area Req. ~ ~ft Absorption Area Credit per unit fl Minimum Number of Chambers ^ Aggregate Design Flow/Loading Rate= ~ min Materials: all materials must comply with WI Adm. Code COMM84 and be installed per manufacturers specifications and approval letters. DESIGN CRITERIA ^ "Wisconsin At-grade Soil Absorption System, Siting, Desiga & Construction Manual" (Converse et.al.1990) ^ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ^ ."Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 ^ "Design of Conventional Soil Absorption Trenches and Beds". RJ. Otis - ASAE Publications 5-77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems". EPA 625/1-80-012 October 1980 p SBD -1057D-P (8.6/99) "At Grade Component Manual Using Pressure Distribution" ^SBD -10567 P (8.6/99) "In Ground Absorption Component Manual" ^SBD -10705-P (N.Ol/Ol) "In Ground Soil Absorption Component Manual" Version 2.0 ^ SBD -10628-P (N.6/99) "Recirculating Sand Filter System Component Manual" ^ SBD -10656-P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ^ SBD -10572 P (8.6/99) "Mound Component Manual" ^ SBD --10691 P {N.Ol/Ol) "Mound Component Manual" Version 2.0 ^ SBD - 10595-P (8.6/99) "Single Pass Saud Filter Component Manual" ^ SBD - 10657 P (8.6/99) "Drip-line Effluent Disposal Component Manual" ^ SBD -10573 P (R 6/99) "Pressure Distribution Component Manual" ^ SBD -10706-P (N.O1/01) "Pressure Distribution Component Manual" Version 2.0 ^ Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE MONITORING SCHEDULE ' Service Event Service Frequency Inspect condition of tank(s) At least once every ^ months yeaz(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (1/3) of tank volume Inspect dispersal cell(s) At least once every ^ months 1~"yeaz(s) (Maximum 3 yrs.) Clean effluent filter At least once every ^ months (year(s) inspect pump, pump controls & alarm At least once every ^ months / year(s) ^ NA Flush laterals and pressure test At least once every ^ months ^ year(s) ^ NA Valves At least once every ^ months ^ year(s) ^ NA Other: At least once every D months °^ year(s) DNA Page~oi~_ START UP . For new.construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or. damage the dispersal cell(s). If high concentrations aze detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation ofwater-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be dischazged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fiuit peels and seeds, bones, and food solids such as those produced by a gazbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow. by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. ^ valves Valves shall be operated in the following manner: p Alarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). ^ Septic Tanks Component Tank inspections must include a visual inspection of the tank 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 backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptty corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one-third (1/3) ormore of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. ^ Pump Chamber/Treatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. ^ In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage. or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. 3 Page ~-of - ,`- `~ ^ Mound, At-Grade, In-Ground Pressure ' _ ' The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or dischazge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating ruore frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) yeazs. Pressure checks of systems with multiple laterals should be done to ensure. that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. 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 an~ 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 other 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 maybe utilized for the location of 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 azea will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement azea will result in the need. for a new soil and site evaluation to establish a suitable replacement azea. 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. Bamng advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ^ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank maybe installed as a last resort to replace the failed POWTS. p Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that tune. «WARNING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN 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 IIVIPOSSIBLE. ADDITIONAL COMMENTS Phone Phone K:IWPDATA1EHU'OWTS OWNER'S MANUAL.doc POWTS MAINTAINER Name Phone LOCAL REGULATORY AUTHORITY Agency. r. Caot>L Cs~ ~,,,~,~ Phone S 3~b . ~ Page~of 3 FROM : ROGERS PLUMBING OvmerlBt,yer Mailing Address Ptoperiy Address Fi3X N0. :715 235 t7 Jun. tJ5 2002 02:48PM Pa ST CROCX CUUN't'Y S~~'x'IC x.AMC MAIN'7~N1~N~3 ,A,GREBMENT .AND CWN'~RS~I~' CHRTIFICATipN FARM ~~a !~ (YactScttt3oa saqul:ed &ota PlAnitiag Department for neW nn __ -----.~~ ~~~ - ~ ~I~,~~ pe~rc0! Ydentifioation ~Fttmber I.E+~AI.. DI~S1CRiPTidN S,ocation ~ y4, .~,~ ~~~, sets. .., ~r.~~t-P,~.w, Town a~ CE:t~ed 5R~-ey M~Ip # S Volume ~ Ptage # , vVtttrraaty Ds'ed # __._~.. _ ,,.,~._, Volume 9a Pag4 ~ ~6+~3 SpaC lwt>sa ©yes ~ no Y.at lines idea~fiable CI yeti p rLo Im~aprx use and tltainieaaaice of your septie 4Ys~ could result in tts prps»~uro fsilnre to hanrIIcwastC9. Proper msiatrq~Ce ee~ngieis o!; puespiag eat tl-e a~ptio talc every t~aa yrars yr sooner, tf Headed by x ltoetoaed pumper. Wtaslt ytau put iat4 the eyleom cxu ttffed the ~ of the septlc taAk at a beaanant staff in $~a warts dlapo~ai aysfoai. TbC 1~F~Y owner agtca6 to submut to St. t~oiX Zoning 13CpiYt~Ont A coxtiilaatloa ~~ sifted by tba owner sad by A tnasterplumtltct, jva~uteyaaamph~mber, rostiictod.plumt,cacor a liCCnscdpitcnpetvesifyln~iliat {1) i!u aaaske~taetav~tnrd#tpQSai system t$ ie. proper operating. aaeditiau, tutd+ot (2) :tsar iacpaction end pgrttpltt>: (!£,atccsseux),thr acetic tpmic is less tlutn 1 J3 lust of sludge. Thee, the tmdeed tseve read the about rtgninert~nts and agree to nasiawl~t t6a privatE so~vage diapoaai systems vrtlh the ataMuds set t'tutb, hsx+eia, as sat by tho bopartmatt az* tatntttet+ce aid ~o Depatlmast of Nettzttkt kceauttres, Btatn a~ Wireomsia. CertiSoago~ stating that your septic sy~sttm 1~aa been rnsiataiaed must be completed and t+satrned to the St. [~vix CotmtY Zoniug Cffia ~vithu'+ . 30 days a~ tba tbsao year a~tpfxatiad ate ~~ ~ ~ ~ ~ SIGNA7URS t~ APPLIGANI' DA'I"B N [ (we) Qertity that ali statements oa tbis faun are true to tba best at; mY teas) imowled;a, x (we) am taro) the ownat(s) of the prnpertY daecribed above, by virtue A warranty deed raaorded is Raglsrec of Deeds ptflce. ~~ ~,1s= SItiNA`it,~$ c1a? ,~Pr.~CArrT' ~A.~ *e*a** Ady iaformatlott that is azis•mepreseat+ed:x,ty ,reaalt ~ the sanltarr pacmit bc3ng revoked by the Toning Dc~. •"••{ ** Lnctude with this applie~ttia~ a stxgtpcd wsrlytnty steed tlnrn the Regiator of Deeds oESce a Dopy of the oerti!ud ~:, ~P tf r.fc~a ~ madm ;~ ~ .~~.~ ae~a ors-~ eoiac~d os~-1 sets-ss~-Sig aosanH-153Ma0N~woa~ os~si ao, 9o Nnr U.. ~9O~fP ~ 353 STATE SAR QF WISCONSIN fOItM 2 - 1998 WARRANTY DEED 7hia Deed, made between gaattnoud Land, LLC, a Mittttgota l..tn~tited Liability Cuatpxtay _ Grantor, and Jttspcs C. PrlicMard v Grantee. . Grantor, for a vahlable consideration, conveys and warrants to Grantee the following described teal eslatc in $t, C%_ ix County, State of Wisconsin: 6Qt~RR4~ x~t'~l.i~lt H. Mu.eH s. ~cuotx~co°~Dri RBCiI;IYBD FOR R>~QRD R6`~•~2 22e3! PM E~T 1~ ~ RW~' ItttJ . ~ ~ w~ ~~! (~. ~ PA &5: Y RSE. Recording Requv~ted by &f Lot 4 Hatruaotld Oaks Subdivision,Town of HammosKt, St. Croix County, When Rtscotded Realm To: ~r '1+t-fs'consifi--"^- US f3eootdinQs, l-tC. 2525 GtwntlY Drlve Ste ZOi St,l~eul, MN 56117 o~~lo~-o~-ooo _ Pence icatian Number (P ) This ~ not hontestesd property. {is) {is not) (G~i~~`sl --1 Uie82!{Sgi-®sp~es ~+re:nNrr oEEu REP'i US Recordinye Exceptions to warranties: Subjoct to rates, easemems,testtictions,cavansnb sod rights of way of rabid, if any, including but trot limited to those far dtairrage,water tetention,potrdin&,and or utilities as may be shown on the plat of Hamrrlond t7aks Subdivision recotoded in Vol, 8 of Flab, page 2, 5t. Croix Courtly, Wisconsin, The warranties of this deed, either expressed or implied ate limited by the grantor to th¢ grantee, or anyone in the chain of title, !o the consideration expressed herein, that being the sum of 520,900,Ob. Dated this $th day of A.prll ~ ZOOZ >Efammwsrd Land, LLC tl ,~ by ~, ~ Pr~sidest` .~ .~`'2 NORTH 1..T.~~ Ct`iRNER "SEC•: 2Q139N; R77W f'ND. 1" IRON TAB w ~ LL ci / C.iO/ A. ~ ~/% 102/ Q~ ~O~/ ` r, ~, ~ , ,0. `OVp ~" I- SETBACKS: FRONT SETBACK TYPE E ROAD 60' OTES: ~ FRONT ~TBACK TYPE 0 ' ~ ROAD = 100 ' NO SEPTIC SITE WILL BE SIDEYARD SETBACK 12.5 flLLEO OR ACTED BACKYARD SETBACK 25' DURING CONSTIFUCTION OF HWY 12 SETBACK = 750' THE HOUSE OR.DWELLINc :t 0 ;~ I: ~ N Z DEDICATED TO THE PUBLIC \ ~~ NAi6/ONO OAKS SU801NSIE LOCATION MAP ILTS MR 17 i w ~N N: T/~ S FlIOicT IOCAIK/M wIN =+/~ Q, ~~ ~ ~/ Q, ~/ O~~ , vim/ ~/~qQ~~<v~ / / 2W rd ~4s Q/ . LEGEND PROPOSED ORAIITAOE EASEMENT PROPOSED i7A AREA •-• E705TWO FENCE ~ FOWTO 1• IRON PIPE LocAnaN a w7. TEST -~-- PaovosEO coNrouas -« OVERHEAD ELECTRIC - - BULD74G SETBACKS -+ PROPOSED OPoVEWAY '~T PROPOSED JOINT DIRVEWAY /~ SILT FENCE LOC. D.O.T. SETBACK UNE ~--~ CONTOUR L~,1070 CONTIXIR I___~ sEPnc LounoN ~ sEPnc LocAnoN SEPTIC SETBACK 25~ ® saL PERK. LoanoNS ® WEU LacAnDNS no ~P% PRELIMINAF <v~/ ~O ~ P~/~~~ / HAMMOND OAS NW '~ ~ ~~ ~ \ NST l ~ ~ ~ ~ ~ \ ~~ ~ \~ ~` \~ ~ ~ T T T ~ ~ ~ ~~ ~~ \ ~ g .F 5 1 \ \ ~~ ~ ~~ ~~ ~ ~ 0 e D 1 0 0, ~ ~ ~ ~ ~ ~ - ~ \ \ ~ ~ ~ \ I \ \ ~ ~ ~ ~ I 33,61• ~ \ ~ ~ '15 1, ~ ~ ~~ 5 4 ~ ~ \ 100 YEAR - \ 7044.00' H W L ~ . . . \ \ ~ \ 4 ~ ~. ~~ \ ~\ N\~ \ , \ \ ~ ~ 1 \ ~ \ { 50. . 1 ~ ~ ~ ~ ~ . ~ L _ \ ~ \ ~ ~ / ~ ~~ ~ ~ \ ~ ~ \ ~ ~ a ~ ~ ~rn \ ~ ~ ~ \ 49 gyp' RAf \ ~ \ \ • ~ ~ \ • ~ ~ imn\~ ~ !0• RAQ \ 0 \ + ~ ~ \ ~ ~ ~ ~ ~~ ~ ~ T~ \ \ \ ~ L \ L ~ ~ 'T N ® ~ ~ \ I ~' ~ ~ ~ \ T , f _ ~ \ \ ~ ~ \ ~ 1.60 / . I j I ~ MARK Q/ Q / 52 ACRES Z TOTAL AREA 76 Sp' OF ~2' ARCN CYP WENDS ~ iyl I BENCH ~ . / h / Oi Q / = • NU STRUCTURE DR IMPROOEMENT of nrvr KIND IS PERMITTED I TOP OF IRON PIN I I ' I ELEV. 1071.06 ~/ I i _ MINIMUM LOT 1 ACRE Q / O/ ~/ ~ V/ O/ vnTHwC THE ~sloN coRNER. No vECETnn WITHIN THE VISION ~~/ I~/~ ~ ASSUMED on -T-~_/ !I ~, REa~IREC WIr~T vsloN ~ ~ SIZE / Qj fi// TOTAL LOTS = 59 ,~~/ ~~/ ~/~ ~~/ ~T7~AIC S~!TJ=-~B HUMBIRO LAND CORPORATION OGE CORNER MAY EXCEED INCHES IN HEIDHT t _J ~/ CORNER (16D'•SDD'j O~ ~/ ~ ~/ // / ~ ~ / 332 MINNESOTA ST. EAST 14 04 HUMP . ~ / z~ NW CORNER ~ Q/ ` ~ AREA IS ZONED AG-RESIDENTIAL ~~ Q/ ~/ ~ ST. PAUL, MN 55101 145 I v y O / SEC. 20, T29N, R77W ~ O / Q-/ (~/ PROPOSED ROAD WIDTH 22' J2/ ~/ (651)222-5555 WOOL ~/ FND. 1" IRON TAB / ~ / I/ 3Q'/ / RENSED AS PER ZONING OFFICE ~ O 008 JPP Q'/ O/ / ti j 02-02-00 RENSED PER COUNTY SURVEYOR COMMENTS 006 TGN 10-28-99 ADDED BERM AS PER LWCD VFRTIGAL SCALE: 005 TGN 10-15-99 RENSED PER COUNTY lWCO COMMENTS - 004 TGN 70-04-99 BUILDING, SEPTIC, AND WELL LOCATIONS SHOWN AS PER TRC RECOMMENDATION -'SL HORIZONTAL SCALE: 003 RlH 09-06-99 RENSED PER COUNTY TRC, HIGHWAY DEPT., AND NLLACE COMMENTS 145 AS PER GRAPHIC 002 RFK OB-27-99 AS PER SURVEYOR'S COMMENTS P.O. 007 RFK 07-27-99 RELEASED FOR REVIEW XOOd SCALE: 0 so too 200 REV: NAME: DATE: RENSION DESCRIPTION: Bus: