Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
014-1034-60-050
i I I ~ o I _ ~ ~ w _ ~ ° m ~ O C' fD ~ `° ~ n N N N d > ~ I n ~ ~~~ I 3 I o I D ~ ca D ` I ~ ~ ~ a w ~ I O I N o I a .D I ~' ~ m ~ o ' ~ m I _ ~ N I a z 0 I I O I ~ ? ~ (D W C ~. a ~ Z O ~ ~ ~. I I I .ono ~D ~ ~ a I °~~?~' Q ~ y C O. ~ O (D ~ 7 _ ~ ~ j Z f a •a N ~ ~ a i n I ~ o o. o ~ c ~ i ~ ~~ ~ -„•~ r O y 0 ~ ~ O ~ ~ fD d Q ('p '_'h ~ N C C ~ ~ ~ ~ M a'° I a~ ~ y ~ p CD I o O I o n ntnO ~'vn C ~ of ~ C ~ ~ <D _1 ~' ~ ~ ~ `~ c ~• ~ rf ~; ° o c o rn ° `C . ° ~ ~ - O ~ y .. O C A o N T. ~ ° l l D ~ O 7 tll S o D ~ m ~ ~ _ ~o a ~ •°•' o , c 0 0°~0 ~ o o 'TVI c o O O 01 °ww°p NMc 3 n I ~ I ~ I .. ~• ~ v~~nv~m o D '0 O O C _ ~. ~ A ~ N ~ O ~ lV N M ! ~ ° N D D o I o ~ ' a y I N N~ N S j N ? N ~ ~ N A Z ~ C ' ~ w N Q A ~ 3 .. m rn oov `° `° o _ z p' ~ " .Z1 N I Z ~C ~ Z < ~ I A W i T C a y i A p~ V+J N ti C QO lv ~ O 'r v ~ ~a Wisconsin Department pf Cornmerce PRIVATE SEWAGE SYSTEM Safet:~retnd Buildigg Division *' ,INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes tPdvacv Law. s.15_oa n trmu Permit H Ider's JVame: City Village X Township ~~ 1Kal@( n Forest Townshi CST BM Elev: Insp. BM E!ev: BM Descdption: IC'c°G ,~'•~ ST rrv~r~ ~rvrV'rCnlii~l IIJIV TYPE MANUFACTURER CAPACITY Septic Dosing ..~. li U CJ Aeration .-~ Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ~/ v cv ~;c;~r• ~ / ..~~~ _~ Dosing ~ ~~ ~ ~ !G~ r X12 :~ lCot Aeration Holding PUMP/SIPIiON INF~RMOTInN Mancfacturer ~~ ~ Demand GPM Model Number ~ ~ ' S Z ~~• TDH Lift /~.~3 Friction Loss l-Y~ System Head ~.SS~ TDH Ft ~1.~~ Forcemain L gtt~ t Dia. ~ Dist. to Well l ~~-- ~y ~ ti I w~t:r~-oavrcrltVlV SYJTL"11m- ~- lam / ; ~. r l„`.i., ~J'~ r4~ ~..r:16 ~~_~ BED/TRENCH DIMENSIONS Width - Length No. Of Trenches I PIT DIMENSIONS No. Of Pits Inside Li uid Dept _~ _~` SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM ING Manufacturer: Type Of System: c , _-- AMBE ~ ~(C~u [~ t ~ w~UC~ .~~ `~ UNIT Moe ua~h~ - : •~ r.~ s _ nicro~Q~ rr ~nr,~ Cvc•TL•1111 Hear der/Ma:ifold ~ Distribution ~} N ~ ~'~„Q Pipe(s) x Hole Size ~ x Hole Spacing Vent to Air Intake Length ~ Dia 2 ~~ii Length j 0 C7. 7 Dia_7~_ Spacing 3z ~ 3fj // ~~ cnu env~o Depth Over r ~ Bed/Trench Center / ~ _ ~ _ ____- _...~ Depth Over Bed/Trench Edges / Q ....................-..-v~ou xx Depth of Topsoil ~~ c vyaacuw vrny xx Seeded/ odded , xx PAulched s l_ ,; No z-:j 1 No vv~rnn~rv ~ ~. pnclude code discrepencies, persons present, etc.) Inspection #1: /O / R7 / o "~ Inspection #2: /~ / /o /~ Location: 2829 County Road Q Clear Lake, WI 54005 (NE 1/4 NW 1/4 16 T31 N R15W) NA Lot 1 ~w t Parcel No: 16.31.15. 1.) Alt BM Description = ~ T. C v v.~.1' ~Qlrr : ~ „~ ~ '~S lsa,/j 2.) Bldg sewer length = ~ ~_ r' ~S/~ -amount of cover = ~ ~,` S{t- b~.~ -- i -_ Plan revision Re uired. ~~ ~ 3 ~ ~~ ~y~~ Use other side for additional in Yes ;, No i ~~ fa ~ ~ - _ - Ji ;~ forma o i ~~r~~ ``//~~~1 ___ . ~ (t Date Inse -L SBD-6710 (R.3/97) Actor, Signature Cert. No. ~/, f3 ELEVATION DATA County: St. Croix Sanitary Permit No Y 430240 0 State Pian ID No: Parcel Tax No: 014-1034-60-050 SectionlTown/Range/Map No: 1$.31.15. STATION BS HI FS ELEV. Benchmark ~~~ ~C3.'"I /dV ~~~ Alt. BM Bldg. Sewer /S.1 3 85 , 07 SUHt Inlet SUHt Outlet Dt Inlet '` Dt Bottom r4. t 8~j. l Header/Man. q Dist. Pipe S` ^I 3., 3 ( 3. 3 v i oo., o° 4 /o~. Bot. System S• 3-9 ~, 'F- v v ,o,~;, Z~ i rx~ . Z.~ Final Grade Cover 'ti <<~-~---a ~-~ ,~ ~~ ,~ Y : G - co 97, tc :V_urt~ ~c~ t~,r ~ g 3~ ,p i `oo,~ ~ro~~ h i~7~ l 3~ n 1 ` ~1 d mGr~ i~ ~ M ~.,,..~ ®~s o ~' ~ 1 ~~k~ rr i ~ "-'~~ ~ ~ 3D ~ P ~ t~ hr~~~ ~~( ~~~ ~~~. ~~~- ~ ~ ~ n ©~„ ,ma'r`-~ ~' , ~~-~ ~ ~e.c~s ~~ ~ ~w~r ~ ~~~~ ~ ~ ~ ~ ~'~~'~ t ~ ; ~ aN~ ~~ ~, 1, i r' L _ ' Safety and Buildings Division ~ .r 201 W. Washington Ave., P.O. Box 7162 ,~~~;~ Madison, WI 53707 - 7162 Qe artment of Commerce (608) 266-3151 .....Sanitary Permit~Application In accord with Comm 83.21, Wis. Adm. Code, personal info anon you provide utaY be used for secondary purposes Privacy Law, sl .04 ..,,,,~ ."°° A.v. I. Application Information --Please Print All Information --1 _..W~. 9..~,u~ ~~~~a ~00~ J ~ Property Owner's Mailing aa__ s City, State - 2i Code , / _ P Phone Number II. Type of Bn~l6ling~(check all that apply) s F ~ur 2 Family Dwelling- IJumber of$edrooms gp~ _ ~ ^ PubliplComuteccial-Describe se _ ~- e? ^ State Owmed-Describe Use ~ 1s / IIL Type of Permit:. (Check only one box on line A. Complete line B if applicable) A. w SY ^ Replacement System ^ Treatment/Holding Tank Replacement Only B. ^ permit ltettewal ^ Permit Revision ^ Chan e of l3efgre Expiration g ^ Permit Transfer to New Plumber Owner ~? / ~:~0~.~0 Sta a Plan LD. Number ~~~cs"~ Project Address (if different than mailing address) a g 3~ C•T~ f-f Q arcel # Lot # Block # ~`~~7 p~n Ul y ~~7~'f0~ "J ~<, ,~!!~/, Section ~_ (circle o T ~ N; R ~~p o~ • "`~'`-` ~+~iT7rt Subdivtston Name CSM rr,,,,,t, / I ^GYry of ^ Other Modifacation to Existing System Ltst Prevtous Permit Number an~i T)ar.. r~• © Non -Pressurized Ln..Ground ^ Mound> ' _ 24 in, of swtable soil ~etatd <24~in._of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tapk ^ peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthefic Media Filter ^ Leachin Chamber ^ Drip Line ^ Gravel-less Pi e V. Dis ersaUTreatment Area Information: P ^ Other (explain) Iaesign Flow (gpd) Design Soil Application Rate(gpdsfj Dispersal Area Required (sf) Dispersal Ar/ea Proposed (sf) Syste evaA ~ ~/ VI. Tattle Info Capacity in Total Number Manufacturer Gallons Gallons of Units Prefab 'te Steel Fiber Plastic New Existing Concrete Coastru ed , Tanks Tanks Septic or Holdine Tank /t poslrlgChatnhet. t-Gn/ ~ (~L/ ~'_ Q1_ FX~ VII. Res onsibility Statetttent- >S the undersigned, assume respons' 'ty for installation of the POWTS shown on the attached plans. phunber's Name ( nt) Plum Signs a MP/MPRS Number 2 Business Phone Number I ~~ ~ ~ Flumb 's,Address et, City, State, tp Code) ~ ~ ~S s 3 Sao ~ s r, _ ~- -7 Y • CoutltY/Department T1.ce nnt., ~~ / ~~ Approved (~ Disapproved S~tet'Y permit Fee (includes Groundwater Da a Tssue Issuing Agent igna S s Surcharge Fee) p ) ^ Clwner Given Reason far Denial ~ ~ , ~ g l ~• Conditions of Approval/Reasons for Disapproval ~ ~~ - ~ ~ 5-~-~ a~~~~r~ Q ~~I'~~~1i4, ~7/!b/o3) GG4,Q vr~: ~~i QGtrn~ - n~lavn.-{~,~r., ~ ~~t ~,_ ~ 3 . Sz ~ ~ -~~rcu~ ~~ ,..3 /~ Attac comp to plans (to the County only) for the stem on paper not less than sl/2 x 11 Inches in size ~' ~t~%GF/.-.a C4L<-Q/1/~/ ~rtGt~.~,~ !~1'iS~z~E~ G~.Q Q~(c,~ I~Z~Jr~~1 BD,6398 (~. 01/03) ~ ~ . y(e n ~'}"~ L . ~ v~ ~ ~- y Pas e 3 S N~'J~,L ~ w')y~ Scc. 1 ~, T 31 +~ ~ R ~St~ N y~ 1 ~, doh vt Y~- ~', ~-~-~-~. '~ ~ ~ ~ c - L ~ .f r / I\ S U. v. `` v_ ` 1-~~ ~~+Sei-~.. t9 l~ u... c~ t 1 ----7 o~ s; 1 t J J t , / `'a -o / 0. _, , ~I~ ~a ~C it 3~` 4` S o,,,,, ~,~ , Q ~,~ - rt.° P °~ ~~a ~ s~-~~.t P. (~~ o F F eas ~ ! ; r.c~ r' h,ark.t..$•• f ~:r~c... ~ baL 1C: ~ o ~ ~',-~S m o ~ .. g.- S , '~- ,~-- ~~ 1 ~~ ~ \~ "~ ,.- .~ ~y w : ~,~ ~'~. 0. ~ N .:,r K ~rh a, /v~, 37' ~QF~rc~~ e P+s ~ 1 q$,So , ~~ 9~,go $3 99roo' ~y 9S.~s~ 38~q ~Y v ~ . ~ ~ ~scons~n Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 2648777 vvvuw. commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary July 16, 2003 OUST ID No. 225094 MICHAEL P ROGERS ROGERS PLUMBING N4563 320TH ST MENOMONIE WI 54751 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/16/2005 SITE: Kenneth Sunday -Developer Town of Forest, St Croix County NE 1/4, NW 1/4, 516, T31N, R15W Lot: 1, Proposed CSM ATTN.• POWTSInspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD urmernr~~vr aeni~ ., Identification I~Iumbers Transaction ID No. 886856 Site ID No. 662009 Please refex to both identificatioik .our~bers, j, above, in all correspondence with the a eney:_ FOR: Object Type: POWT System 450 gpd Mound System/Regulated Object ID No.: 912076 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: ~(• Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of J~ ` the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. The mound area must be deep chisel plowed to 16 plus inches to reorien# the platy soil struchrre that was reported at the site. A basal soil loading rate of 0.30 gpd/ft^2 may then be used. The county may, at theft discretion, request verification of the plowing prior to continuation of system construction. Review construction information on page 9 of the approved plans. 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. 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. MICIiAEL P ROGERS Page 2 7!16/03 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, eroy ansky, W tewater S e alist (715)726-2544 Voice (715)72602549 Fax ljansky@commerce. state.wi.us cc: Leroy G Janslcy, Wastewater Specialist, (715) 726-2544 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiS1v1ART cor3e: 7533'. /~ .~' ,. ~ RECEIVED Kenneth Sunday -Mound J~~ ' 2 2003 Transaction # S~rE~ & BLDGS DIV. 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/O1)~ '' ~ ~ ~ `j ~ 6 Location: Lot 1, Sunday CSM NE 1/4, NW 1/4, Sec. 16, T 31 N, R 15 W Town: Forest F -. -, ~' 'i.~. County: St. Croix C"~ ~.~,. r ~,~~~~,~~ Date: Jul 25 2003 ~~~ ~' y , ~ ~ ~.f E DEPAR; `~ ;:~~ .~ C~Rr~~~~ERr.C Owner: Kenneth Sunday alvisi of ~:~- . s~,~~,~p Bui~~~rres ..~ . Address: 437 Third Ave. (POB 398) ~~ Cp ~.; , ,;,, Ei`,,~_ Clear Lake, WI 54005 Plumber: Mi e Rogers Signature: ~ rv~ License # MP 225094 Attachments: 6748-Plan Approval Application SBD-8330 Jansky inspection report 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 9: construction information page 1 of 9 ~ i l f Design Criteria ~~ 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 3 Bedrooms x 100 gal/bedroom/day x 1.5 ~~ gallons/day hydraulic load 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 ~ @ Lateral elevation Lateral hole size $~3 Z in. @ 3 ~ holes/lateral Design Calculations ° ~ z~ gallons/sq. ft. per day >, t L in. ~ Z q in. 1.2~ °/ $o N A 1 S .c9 ~ I o g,~- ec~ .1~ ~ a /~.. 3~ Lateral volume ~~~ ~~ ~ Total lateral discharge rate ~° •S Z- Network pressure compensation losses ~ • ~ ~~ Elevation difference 14•.2, Friction loss O. $ 1 Total dynamic head ~ 9 • ~' ~ Pump/si~on ~~ gpm @ 2• ~ Manufacturer ~pQ-~`~ Dose volume ~ ~ t.2.4- Lift/sip~aon tank ~ ~ ~A.a. t ~*w - V ~ C.o r•~.o Septic tank ~' ~' ~' Effluent filter ~~~ ~ -~ ~o ~/ Measurement pump on and off ~ • 1 Height alarm from tank bottom ~~• 1 Reserve capacity 3~b t specs.calcs.res 0 ft. of Z in. ft. of - in. gallons ft. of z in. ft. @ bottom of lateral in. ( ~• ~ 3~"~ ft.) Spacing holes total gallons gallons/minute @ 3•S ft. head ft. ft. ft. @ ~' ` gallons/minute ft. ft. of head Model # ~ ~ 2 gallons ~ wo gallons t e~rv gallons in. m. gallons Page Z of ~ ~ N~'~y' ~ w'~y Sic. I ~~ T 31~ ~ R ISw '. ` N sca,~c: i' =yu -..~ Jvt• CSt-~ o'1a1~> `I 1v '~` , ; n c • M .1w~Y. 3~~ ~- ~. f ~ i r 9~ / OQ~~ ~r~ t:»s~ n ~ b JC ~~ ~ S a ,~ V 1 ` ~' / ~, (J. , S w4 i 0 : ~ ~ ~ 0 / {~ I / 1 t c9 lc ! L l 1 -----~~ ~ /~ 11~ ~ ~o.-~ o.~ • -~ ~ ~ ~~ ~ - - ~~ .~.~ i 0. ~; ~ ~~ a ~ ~ It ~` / ~ ~ v~ ~ 30 4 ` i ~~ ,J ,, t w:~~ w d'M a o o f'~ N o m C ~ s ~~ , . r~ ~.... i ~ baL 1C-11 o Q- ~~,-~5 m o ~ ~ ~- s ; ~- ,c.~ ~j 1'~`t l I' p 0 ~ ~~ ' Ve r`~', ~- ~ o f' ~ ~ , i o ~~~ c~ -'c r,.-4- ~ o~ f Q F~ !' c v. c. Q P ~'S i'•na... ~m a, /v~~ 37' ~ 1 q$,So ~ i 3a~q $3 99,00 ~ 4 ~~, ~s i 1 S , '~ ~f M ~ Y'p Z' R ! ~•-~ Ov - ..! s - . , J a ~ .1 4 a. rt ~}t col` ~s~o••., 1, 3 ~ ,~ oak ~ ~ 2s'h ~ ~ Z / ~ 1 t'>' ``\ ~~~ 0.V t ~D Y ~~.~.1'N'' \ ~ 11 1 -- - ~ ~a•o.Ls ~ ~ Rti,-., b to,pal~•., ,~..~. ~ ~ e L ~bt o s~.,S~ 1 ' ~°~ ° `" a,.«. ~ aY•~•~aa.or t.z ~~ ~ ,( 'r`-- -~~ o -~ ~ ~SII' - ~3. g l ~\ ~ o~ ~ ~~ ., 1~ a .~ ___, ~wL~ Z. o ~ z.P. ~ . 4.0' n.o~ 1~z.~' p ~ ~'~ ~ P v c. c...~ .-~ o b s c.M v .~ ~ ~ +: a r. •...a,\` S +,. ~ oTT o ~.., o ~ ~ o c.~ ~ t. \ ` !vo`~~-'. \ ( (~ t \a~0.+r.uc 't~vw.:.~....X,S `.a.~ (~ ~1~ow. V~.~ (~ of ho~`c ~~ ~--~~ 1 ~rov Ct `^^e-~ ^ "`" 1~uL 5~,~ 4~ `.,~ ~ I 1018,'}' `` (~ '~yrv. ..l. ~w~ `^y9 .~1~r~wdL.1a~C C. O.rQ (7~ 1 ~~ 17 v O Y'4 L ~V~ ''W V w~\ V t- ~ O`1M ~ O\ M ~ ~r. v. `W. ~ S%; L l~. o~ +--~ o •~. 1 ,.t a-~. JC c.r.,~. ~ Q-~,. ~ o~ o w~ `: w c a~ 'Z . 9 3 ~ ~ ~ am •~-~ (3 5 j4'> 3~ ~o~~ ~-~ ~St U ~~ (~ 5 0 U r~ ~~ t ~ i '. ~ ~~ ~ 1 c..,, r. of '~ ----~ a" r~~ , ~~, ''~ 4° DIP6 3' no NOISjuaP~ED SO I ~ ~~ r a~ROVC.o S1CET ~NTJ ~ P /~ w+ E C.T I O 1+S C~e~. ~ b•5 ~~~ 24u 2.D, r~uv,ua~ A \ 4 D LO.C KI NG~GOVb R '-~ I~JA/1~N /NG ~ /~BE~ . QUICK DI~CGVVLGT-\ 6'~ 4„ ~FLE. 1 'L~f ~ g.Q „ .l QLnsW ~,~ ON ~,~„ a.~ ~„ 1` T' 0 'CL C ~ I~ ~-. 1 W WEATNERPRO~F (~ JLNCTicrr ~•wL.~v H U.L 3 t„" PwlP CoNt~ecrr'~ b~oCK I~' P v~ .~.:. C" 4 0 r ~ .~' ~~' /~~ ,, % ,~ 4~ j 3' o-~- c J:.:~wC ~S,S~. Ib,'}b. ~1 SEPTIC t ~ _ SPEC IFI•CATIOI~JS ,.,. 0o s C lt~ ; ~~ ~ ~ T~u~.S MAUUFACTURCR: IJLIM6CR OF DOSCS: 5 PiK i..~ TA-JK SIZC; I~Yn"~µO GALL01J5 ~.DOSC VOLUME ALARPI hI/WUFACTUi~CR; S `~ ~xl`t-~v~ IWCLUOIAJG 6ACKFL.OW : ~~L'~~ ;,~-_;,ti; /'40DCU -.1UN•bCR: • 1 ° ~ 1'} ``~ CAPACITIES; A = ~g'~ '311..-b I-JCHCS Ok :r:-_ ~~ PUMP /1AIJUFACTURCR: ~oQ" ~~ a ~'~ C , IuCNC50H ~~_'~ '` MODEL -JUMDCR; ~~ ~' Q IS'O•$c~ D^ INCHES GR „~..~•_: SWITCH TtjPf: W`~"`v "' {JOT E' PUMP A-JO ~LAR~~ ARC TC 0C M1IJIMUPI DISCMARGC RATE 'Z~_G-M INSTALLED 0-J SEP~RATC CiKC.. "., ViRTICAL DIFFCRCIJCC DCTWCCU PUMP Off AUO OISTRIDUTIOAI PIPE.. I~'2'~ FECT _ + MI-,11MUM uCTWORK SUPPI.y PRCtsuR7E/. ~ ~'S FCCT'~ ~'~~ y 5 ~ + ~~ FiET OF FORCC MAItJ X C_ O~ ,F/oo/tFRIGTIOU FACT01t.--p'~~ FECT ~ Z I - g.bl ~~ -' TOTAL Dy1,1AMIC HCAp FEET I-JTER-,1AU DIMC1Jb10A1G •0- TAIJK~ LE-JC.TH I~~, ~g,' 3 (° ;WiDTN .~... ~ LIQU10 DEPT H --•~ ., 1 ~• 0 a w x a z r 0 0 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available foFoutdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. 1521153 Series ;___„______1521153 MODELS __ -Control Selection Model_Volts-Ph f Mode Am s Slm lex Du lex _N152 _1t5 1 Non 8.5 1 2or3 _i3N 152_ ' 115 1 Auto 8.5 Induded 2 or 3 _ f E 152 230 1 - Non 4.3 1 2 or 3 BE152~ 230 1 Auto 4.3 Induded 2 or3 N 153 ! 115 1 ---r-- Non 10.5 1 2 or 3 BNtS3' _115_ 1 Auto 10.5 Induded 2or3 E 153 , 230 1 ~ Non 5.3 1 2 or 3 ' BE 153 ' 230 1 Auto 5.3 Included 2 or 3 A CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed Including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERING MODEL 152 153 Feet Meters Gal. Liters Gol. Liters 5 t.5 69 261 77 291 10 3.1 61 231 70 265 15 4.6 53 201 61 23t 20 6.1 44 167 52 t97 25 7.6 34 t 29 42 t 59 ', 30 9. t 23 I 87 33 ~ ' 25 35 10.7 ~ -~ -- I 22 ' 85 40 12.2 -- -- ~ 1 42 Lock Vaive: , 38.0 Ft. (tt.6m)e40 ~;. ('?,4mj', o,4soa 3 27/32 -~---- _ ~ III ;,_; ;~ , ~5 SELECTION GUIDE sKZOS4 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E-Pak. 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. , ~~ ~ RESERVE POWERED DESIGN ~~ For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL T0: P.O. BOX 16347 i ` ~ n ~ ~ ' ~ Louisville, KY 40258-0347 ,. r ~~` Manufacturers ol. . O 'MK SHIP T0: 3649 Cane Run Road ~fpL.+~~'~ ' Lo~isvnie,KVaazn-19s' QvaurrPun>-PS,S,vcE/9~~9„ http://www.zoeller.com ~ P~M/~ ~Q (21778.2731 ~ 1(800) 928-PUMP FAX (502J 774-3624 © Copyright 2000 Zoeller Co. All rights reserved. ~~ ~~ ~- s 0 80 160 240 320 FLOW PER MINUTE .` 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 develop 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, "septicsystem," 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. S. 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. If 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 l . 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 ~ttd 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 l . 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 83.4 (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 9 ~'A.` 4 Kenneth Sunday -Mound Construction Information Mound construction must be initiated and completed when soils are relatively dry. There should be no tendency for the soils to form a rope when worked between the hands. All vegetation must be removed from the mound site by hand. No machinery will be used which might compact the site. Once the vegetation is removed, the soils shall be deep chiseled plowed to a depth of at least 16 inches. Only one pass will be made so each pass should be to maximum depth, full width of the system, and with minimal overlap to the previous pass. Sand must be placed immediately following the chisel plowing. Again, the sand placement must be done with minimal compaction of the in-situ soils. All other requirements of the Mound manual, SBD-10691-P, must be followed. Page 9 of 9 \ T ~~- ~~fLQ-Vtpt~~ ~~°~t''"G„ ~g-o1~-l~Z 1 f~',~¢L'~''~°~ J~~~er~ ; 5 N~°-~ S-~a'~"G a-.~~ rp~atc~ S ~~ . wscensinDepartmentofcommerce SOIL EVALUATION REPORT Page.~ofy~ Division of Safety and Buildings m acooroa wmm aa, vns. ram. was County ~ t l th Att h l t it l n 8 /2 x 1 ~ ~~i~~P~ must ' ~ an on paper no ac comp e e s e p ess a indude, but not limited to: vertical and horizontal re rence point (BM), direction and Parcel I.D. percent sbpe, scale or dimensions, north arrow, a location and distance to neares road. P C H ~ r G~IIs Please print all inf rmath~iri~`~ " 3 2~~3 a R ewes y D rte 15 04 1 m)) P f rf ~j ~t ~ / I f v~ ( ( . rivacy l.aw, s. . or sewn ary pu sgs ( Personal information you provide maybe used ~. 1, Property Owner ZCT!!Nr~ OFI_, ~~roperty ovation ~ U ~ S r __-, Govt. Lot ~ 1/4 ~ ~/4 S T N R E( W Property Ownefs Mailing Address Lot # Bock # Subd. Name ar CS ~ 2 Cs/~ S oh ~ ~ 3 ? ~ ~ e.. o ihe~ a re City State Zip Code Phone Number ^ Ciry ^ Village ~ Town Nearest Road ~,~ ~.~. ~ e (~ )a -ap o o~~ c Q New Construction Use: ~ Residential / Number of bedrooms ~_ Code derived design flow rate 0 GPD ^ Replacement ^ Public or commerdal -Describe: Parent material ' f~ ~ ~S ~S V ~ v~ "~~ I 1 Flood Plain elevation if applicable , ` R and recol mcemer daGons: x ~ us a S'-'t' 0.. Wt X~ •~ ••° G~Q $ s' °'~ ~, "I. ~O b , p ~j i ~o-~H.en~S; Spa,~c Fv.- "~k:s ~o,,.,..~ : S ~•Fw,:-}.- UwNCv- t,,~o~,~~ t;~~To kec~o h •, S o r, 1 y T r c e., g a. -, tit. r e vv- k.:..: ~ S 5 a, a ,r i. 5 t,~,~,~.wps F o a ,.. ~ T o be g u n- P t r c.e~ ~, ~~, S:nce~ hrt...~w~, ~r:e.rr-F-.~+.®r.~Sw~a't' e_~R Q.~'t-~-~~„"~S`~n1t ~. ~~tai..~f' "1"O S1y,~~ °~D.,~/ ^ Boring `J v ~ ~ r u, a pc.. -i r ~ n a. t ~ Q. y.. ~ N t;.~ P c. w v ry /" p .- - r•` ~. -s,GT • Boring # pit Ground surface elev. ~ ~ ~ ft. Depth to limiting factor in. Soil 'cation Rate Horizon Depth Dominant Color Redox Description Texture Stnxxure Consistence Boundary Roots GP D/iF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfF#2 o- y 3 aF c w dF , a 3 5.L s ~F 3 I -am by SJ ~--- -- 5; F5 -L m r G ~ F . S ~ b a p`12 °a~`I M r - . S ~ ~l 3 ~ G. r•, t. .~.._ ~ ~ ~ 5 ~ L. Boring # I~ Boring ~ pit Ground surface elev. ~ ft. Depth to limiting factor ~ in. Sal ication Rate Horizon Depth Dominant Caor Redox Description Texture Structure Consistence Boundary Roots GP D/tP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~ o ~~ / ~ HR ~, ~ a F s b ~. n~ r e~ ~ ~ 5 ~ 7-13 `I ~~ - 5:L ~r ct 1 F .a - ~i /?, 'Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BoD < 30 ntgiL ana i ay ~ su mg-~ CST Name (Please Print) Signature ~~ Address ~~p~ ~ ~~ /ate Evalu1ation Conducted Telephone Number s-~ ~ r ~r a.~r~e. t..~"t ~ ~b~lo to -7fD3 ~ 5'v~y~^ ~~~~ Properly Owner ~ 1~Y! ~ V~ A-°~~ ~ ~ Parcel ID # Page ~ of Boring # ^ Boring r Pit Ground surface elev. i / ~ ~D it. Depth to limiting factor ~~_ in. Sal ication Rate Horizon Depth . Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fFz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eif#1 'EfT#2 ~ y -ab I b`i `11 .-'.._--.~ ~~y-w m b 12. ,,.. ~ ~ ~ r • s . $ ©Boring # ^ Boring c~ '~• pit Ground surface elev. 9 d • ~vs ft. Depth to limiting factor ~ in. Sal ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ift in. Munsell Qu. Sz. Cont. Caor Gr. Sz. Sh. 'Eff#1 'Eff#2 -1 to ~ _--.-. ;1_ P L M Y- G ~ I ~~ - a -- f -a3 1byR ~`;~ a hk r~~r Gw }~~ . 5 . ~' a~~a ~-S~QyI -~----~ `k~+ am3~ -~~r - - , s a Boring # ^ ~~ ^ pit Ground surface elev. ft. Depth to limiting factor in. Soil 'cation Rate Horizon Depth Dominant Cobr Redox Description Texture Structure Consistence Boundary Roots GP D/ft? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 = BODS > 30 < 220 mglL and TSS >30 < 150 mg/L • Effluent #2 =GODS < 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 TTY 608-264-8777. SBD-8330 (R.07/00) ~~ Properly Owner ~ 1 X1'1 ~ U11, fl A.''~ ~ ~ Parcel ID # _ Page ~ of a Boring# ~ ~~ o» Ground curfano plpv ~. DD a ne..«, .,, c...:a:.... s,..,.,._ ~ ~ Horizon Depth Dominant Color Redox Description Texture - -- - o Structure ----- - - Consistence - ... Boundary Roots Sal cation Rate GPD/ff in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. •Efy~ •Ei<#2 1 v`1~~ a 3 - - ~ ~ n ~ a`I R~/~ 5: L s : ~- :1. d 5~ Fs ~. o~ FS ~ ~2. r~ F-~ mF,~ Vh r- e. . a F Ito . 5 . a • S r$ , $ L~L_ 1 ~~ # '~ o~ng Ground curfarp olov ~~• b5 a n.,.,.~..,. c...:a:.... s,.~__ ~ X - -~- -- --------~ -----• - - - .... Sa'i Rate Horizon Depth Dominant Color Redox Descxiption Texture Structure Consistence ry Bounda Roots GP D/fP in. Mansell O.u. Sz. Cont. Color Gr. Sz. Sh. •Ef{~ •Etr#2 ~- o`I 3 ----------- S: L 1PL r~r,F r a , a • 3 a -1 to ~ --- ; L P L h~ ~ c ~ ! .~ , a -- I -~3 1 b`I R ¢a ~- o~ h trv~ ~r G w }v ~ . S . ~ # ^ Boring Bonng n o;. Ground surface elev. _ fl_ Depth to fimifinn fac~nr ~., - - Sod Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fP in. Mansell O.u. Sz. Cont. Color Gr. Sz. Sh. 'Eif#1 •Eff#2 'Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 a 150. rttg/L 'Effluent #2 = GODS a 30 rrglL and TSS < 30 nxyl 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. son-as~o ue.mroo> ~e n e-1-~, L r ~ ~~! ~ ~ f ~ri.~ J N~~'~yJ `N w'~y, mac. - ~, T 3 ~ iN ~ f~ ~Sw - 5 5 ~` - ~ ~~ ~ ~--_ ---, - ~. ~ w ~~ ~ ~~~~ ~ ~S dltr~~'r i P Rop~S~ ~ ~~ ~ ~ ~'-~~- ~ " H,, a,,, k~.,, ~~, ~,,~. ~ bA.~G -C-11 a ~.. ~ .-~~ .~` ~ ~ r 1 ~ ~~ ~ ° u~ ~ 1 ~`~~ ~ I ~ ~ N o 1 .f l I ~ ~. ~,~ ~ ~ ~ ,~. 0. 0. ~ rr ~• f ~r '"~ ~ ~ q$.So , ~~ 9~,~a , $3 ~~~~Q' ~~ q$•~S t T - i, 1 1 t~ / f a ,o a ., ~'/ .1. a N ui o ~ 11 ~ ~ a_ ,npQ.o ~ `~ ~ ~ ~ ~ °. g w- n a ~ n ~' t° ,,1 a ee o _D ~ ~ 'pi~o c~~ `' .3+ p = R7 C. QD o ~ ~. ~ \\ `~ w ~~ ~ `~ [ ~ 2 1 ~ o z `° ~~ x ~ 3w°_ z ~ 0 0 -n ~~ ~ ~ ~ ~' w a ~~ ~ ~ ' 3 ~ °, ~:. i ~ ~ ? ~o o A :~ro• / ~'a,u~ ~ cow I~ j 1 fTl spuu7 pa}}n3un ~ ~n ao V ,oo~FO~ ~nw~ s.,55.ooN E i~ ~, z Oo ~-- .66'699 _. -' , ~ 00 ~ IC v ~ , l0'££ ~' `~ rJ ~ W~ It~11 ~ Ij fl O r ~.~ w1~I O (r* O Q p: Ur, d ~? i ° g ° 10 ''' ~~' a ~ 1~ p ~- ~ l0'~4:~~ Q ~~ ~ , ,QO'£OL ~.,~ t~S~.00S c i ~~ ~~ , h E spup~ Pa~~pau~ ~ ! ~1 W ~,, ~ , QIN ~ f `'~ ~ Pa ~~~ ~ f ~ ~-' ~ l l .- `~.~ ~ ,,~~ bfi MN a4# ~O ~f! 3N aye fa au~7 #SD3 ! f'~ n ~ ~~ Nr~, c r'~ro ~ ~.. ~ ~~~~ ~- " Q _` n ~ A2 r~~ zo-~-tea,-a vy I a x~~' p~~y~, ~ ~ ~°, ?~ ~ ~ rn CAS ~c.`a c ~e ~C '~j'i a.+N~ a ~~ , 0 4 U9~L~j~ !~T Q ~ . p ~ J cy a- . `G 0 (Np rn+ rt D. ~ ~~ O ~ (~ ~ Z ~ o ~ ~ ;+ ~ ~. ~~ o ~ j~ rn o ~° 'Z o?° ~ K Q ~ . ,s c~ ,..z Z p Vt O 3 ~ ro ~~ ~ Q ~ ~Q °. O ~_ ..~ J ~~PQ~~ s s . ~ SAFETY J~~ND'Bt71LDitdGS DIV Field Operations Bureau ........---- 13 East Spruce Street ~ s Cpippewa Falls, vUl 54729 ~seons~n ~NSPECTlON REPORT www commerce state.wi.us Department of Commerce Date of inspection: June 5, 2003 Project Name: Sunday Property Use: New Residential Lot Legal Description: NE, NW, 16, 31, 15W Site Number: Subdivision: Proposed CSM Municipality: Town of Forest County: St. Croix Plan Transaction Number: Sanitary Permit Number: Wastewater Flow: 450-600 gpd Persons Present: K. Grabau, K. Sunday Plumber Name and Address: Unknown Certified Soil Tester Name and Address: Donna J. Stark, CST 221746 276 2oa=" street Star Prairie WI 54026 Owner Name and Address: Kenneth Sunday 437 Third Ave C{ear Lake, WI 54005 An onsi a verification of soil conditions was requested by both the CST and owner because of previously unsuitable conditions observed elsewhere on the property. Additional soil pits in a new area revealed conditions that appear acceptable for a mound system installation. A soil profile far this site could be described as follows: 00-06" 10YR 3/2 sii, 2mgr, mfr, cw. 06-10" 10YR 3/2 sil, 2mpi, mfr, aw, with several small areas of f1f i OYR 416 Fe masses between plates. i 0-15" 1 OYR 5/3 sil, 2mpi parting to 2msbk, mfr, cw. 15-22" 10YR 314 sil, 2msbk, mfr, with common 10YR 7/3 sil coatings on ped faces. It is my opinion that there is >_ 22 inches of suitable soil depth in the two soil pits evaluated closest to Cty Hwy Q that would support a mound system. The design of the mound must still be conservative in that it should be long and narrow (4.5 gpd LLR) and have adequate basal absorption area to account for platy soil structure in the A2 and E horizons (0.3 gpd/ft^2). Site preparation is critical to adequate infiltration. Vegetation needs to be removed as per the mound component manual (without the use of heavy equipment) and chisel plowing to z 16 inches depth immediately prior to sand placement should help improve infltration of the upper part of the soil profile. The Iron (Fe} masses observed are not indicators of a seasonal groundwater condition that would affect treatment or dispersal, but rather appear to be induced by past activities (e.g. compaction by cattle or equipment} in the area of the second soil pit south of the Cty Hwy. These particular features were not pbserved in any of the other soil pits left open for viewing. I do not believe that this condition warrants further interpretation or monitoring. if there are any questions regarding 4his report, please contact me. oy G. nsky, •tewate ecialist Ljansky commerc .state.w E-mail 7 i 51726-2544 Voice 715/728-2549 Fax cc: [County ^ Plumber ~j CST ~ Owner ^ Other ~., ~ ` ,9RIG~i~~~'~L fib' 1763 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing County ~T ~ Q D , Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must ((~~ include, but not limited to: vertical and horizontal reference point (BM), direction and ----- -- percentslope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 5 a CSM Proposed Please print all information. R d B Personal information you provide may be Property Owner Sunday, Kenneth Property Owner's Mailing Addre~ 437 Third Ave. City Clear Lake State WI i 54005 ew e y Gi~ Date 5.04 (1) (m)). roperty Location ~~~ ovt.Lot NE 1/4 NW1/4 S 16 T~31 NR 1~ W ~ of # Block # Subd. Name or CSM# Proposed 00~ ~PII~E ~.~ City 715-263-2070 Nearest Road CTHW Q ~/ New Construction Use: / Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD _ Replacement Public or commercial -Describe: Parent material loess over till Flood plain elevation, if applicable NA _ General comments and recommendations: soils this report lack A+4"; potential system only via interpretative or soil saturation determination report with state & county approval Borng # -..:.~ Boring v Pit Ground Surface elev. ft. Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. __ *Eff#1 'Eff#2 1 ~ 0-9 10YR 2/2 - sil 2 f sbk mvfr cs 1 f/m i .5 8 2 '; 9-18 ~ 10YR 4/3 f2f 7.5YR 4/6 sil 2 m sbk mvfr cs 1f ------ .5 8 3 ~I 18-34 7.5YR 3/4 cap 7.5YR 5/8,5/3 scl 0 m mfr - - -- --- - ; 0 ! 0 -- -___- - presumptive depth to limit is 0"; occasionally 9-11" is clean of redoximorphic features -- - Boring # .~ Boring /' Pit Ground Surface elev. ft. Depth to limiting factor 0 in. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 _1 ~,' 0-12 10YR 2/2 - sil 3 f sbk mvfr cs 1f/m .5 i 8 2 + 12-19 10YR 2/2 f1d 10YR 6/3 sil 2 f sbk mvfr cs 1f ~ .5 8 3 19-30 , 10YR 4/4 cap 7.5YR 5/3 sicl 0 m mvfr - - ---_ _- 0 0 T.- _____ ---_-- i - i - -_ - -+ I - ~ ! -____. -T-- -- _ _ 9 Y 9 P P g----_ __ presumptive depth to limit is 0"; horizon 2 has common, fine, reticulated, hi h chroma, deca ed or anic matter; side see of erched round wale observed @ 28" titluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' fflue #2 = BOD < 30 mg/L and TSS _< 30 mgr :ST Name (Please Print) Signa r CST Number lenry F. Grote .- 222774 ,ddress Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 5/23/2003 715-233-0398 sed for ~ ~~ ~~ Law, s. ~' 6 ip Cod~~~ii, Property Owner Sunday, Kenneth Parcel ID # ^' 5 a CSM PropQSed . - ~~ Page 2 of _ 3 __ } - Boring Boring # - /' Pit Ground Surface elev. ft. Depth to limiting factor 0 in. Soil Application Rate Horizon i Depth ~ in. Dominant Color Munsell Redox Description Du. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots P ' 'Eff#1 'Eff#2 1 0-7 7.5YR 3/2 - sil 2 f sbk mvfr cs 1f/m .5 8 2 I 7-9 7.5YR 3/2 - sil 2 m sbk mvfr cs 1 f .5 '; 8 _ _ 3 '~ 9-15 10YR 4/4 f2d 10YR 6/2 sil 2 m sbk mvfr cs 1f .5 j 8 4 ~ 15-28 7.5YR 4/4 f2d 7.SYR 5/8 l OYR 6/2 scl 2 m sbk mvfr cs 1 m .4 _6 _ _ 5 28-40 7.5YR 3/4 c2p 7.5YR 5/8,5/3 sl 0 m mvfr - - .3 ', __5 ~ --__-- presumptive depth to limit is 0"; horizon 3 has common gy si coats on pads and observed low chroma redoximorphic features is conservative assessment; soils @ field capacity below 35" w/ side seep @ 38" .~._ Horizon Depth Dominant Color in. Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary RootsI P~Eff#2 __ ---+-- I - - -----+ --- _.-... 1 -- - - Best location for interpretative or soil saturation determination is along east L/L in SE lot corner area: better slopes and topography for a long & narrow system w/ decent structure and likely 6+" clean of redoximorphic features: state approval required Boring # w-i Boring ft. Depth to limiting factor in. Soil A lication Rate Pit Ground Surface elev. PP Boring # ~ Boring ~? Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ', Depth in. Dominant Color Munsell Redox Description Du. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots ,Eff#1~P0/~'Eff#2 I ---__._ ---- - _- _ - -___ - ----;I--- i j ---- 'Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS <_ 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 TTY 608-264-8777. Certified Soil Testing tiHD-5730 (K 07/00) r • t ~`b ~ 11S W C T1-Fvv ~2 'Rf w t,~" ~:~y ~ ~~w 1~ 1~r~..1.~ ~....~~~ Sr..;~ S ~ ~ l~ st~.o~..S~, .. tv. T-s N ~n .,,..,. o ~~ ~3 z ~`~L ~~ Q.w^ ..~ Q-S'K , J ~..~ AG. ~. - ~ 1 O~ ~ ~ 0. `~q ~ r O ~ e Z OVA`- ~' o~ \ ®~ hM c ~.. h1 ~- Nw ~ ~ .Z - 5~.. ~K N TS ~ S ~ a L; ~~~ ~3 ri•2 'N • ~ ~~L do 101- a.e.. ~~ t (~ S ~o-. µ ~a ~ ly,~ O,y O w ~O,(~ 1~1 ~ ~ ~ ,yQ ~q~~ -~ ~o o.~ `.. ~.. ¢... lnz ~ v U t~ ^ n•s M 1- I~ft~ ' `~ W .c~ nv Z~~~ '~~ 2 3az.~ ~.~ SAFETY AND BUILDINGS DIVISION Field Operations Bureau 13 East Spruce Street Chippewa Falls, WI 54729 www.commerce.state.wi. us isconsin Department of Commerce Date of Inspection: May 28, 2003 Project Name: Sunday Use: New Residential Lot Legal Description: NE, NW, 16, 31, 15W Site Number: Subdivision: Proposed CSM Municipality: Town of Forest County: St. Croix Plan Transaction Number: Sanitary Permit Number: Wastewater Flow: 450-600 gpd Persons Present: D. Stark, J. Sonnetag, and K. Sunday INSPECTION REPORT Plumber Name and Addres . -UiJ 0 9 2003 ST. CROIX c(~L,,,, ZONING OF'' ,,~_s I Certified Soil Tester Name and Address: ---_._J Donna J. Stark, CST 221746 276 200th Street Star Prairie WI 54026 Owner Name and Address: Kenneth Sunday 437 Third Ave Clear Lake, WI 54005 An onsite soil verification was requested by St. Croix County Zoning staff to determine if this site meets the requirements of Comm 85.30(2)(b) as having ? 4 inches of unsaturated E or B horizon material. This parcel is under consideration for land division as a county CSM. One soil boring was constructed in the area evaluated by CST Stark, and several others were constructed at various other locations on the parcel. It is my opinion that the area designated for a mound system by CST Stark is not suitable based on the requirements of Comm 85.30(2)(b), Wis. Adm. Code. Apparently, the CST subdivided the A horizon into two distinct layers and assumed that since the lower division was >_ 4 inches that the conditions of the previously cited code section had been met. In fact, the CST correctly identified an Al and A2 horizon distinction, but failed to apply the code correctly. Comm 85.30(2)(b) requires the CST to report the ground surface as the highest level of soil saturation if there is < 4 inches of unsaturated soil below the A horizon. By definition the A horizon includes all its vertical subdivisions that meet the definition of an A horizon, but vary morphologically based on structure or consistence, for example. A typical soli profile r"or the original site evaluated can be described as follows: 00-05" 10YR 3/2 sil, 2mgr, mfr, cw. 05-10" 10YR 3/2 sil, 2cpl parting to 2msbk, mfr, aw. 10-16" 10YR 4/4 sil, 2mpl, mfr, with cad 7.5YR 5/6 rmfs. Pursuant to Comm 85.30(2)(b), Wis. Adm. Code the highest level of seasonal soil saturation is 0". Options for this site include locating a suitable soil area (i.e. A+4 conditions) or conducting a soil saturation determination under Comm 85.60 (2) or (3), Wis. Adm. Code. These options were discussed with the owner and CST at the site. If there are any questions regarding this report, please contact me. roy G. nsky, W tewater pecialist Ljansky ommerc .state.wi.us E-mail 715/726-2544 Voice 715/726-2549 Fax cc: County ^ Plumber ®CST ©Owner ©Other cs; 4Ra~ k i ~ 1 _> ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 Phone: (715)386-4680 Fax (715)386-4686 Memo to File From: Jon Sonnentag Date: 05/19/2003 Re: Soil on-site (NE'/, NW'/. Sec 16 Town of Forest- Kenneth Sunday) On May 16, 2003 a soil on-site was completed due to a report of marginal soils. Donna Stark completed the original soil report on August 20, 2002. This on-site was required as part of the review for a proposed subdivision. It has been determined that this site may not be approved by St. Croix County Staff. The day was sunny with temperatures in the upper 70's. Several hand borings were completed within the proposed system area. It was determined that the soil report is not accurate and will not be acceptable. Redoximorphic features were observed just below a plowed A horizon of approximately 9-10 inches. The soil tester indicated that there were actually 2 horizons in the first 11 inches due to a color and structure changes; Staff is not of the same opinion. A previously plowed field should not typically have two distinct horizons in the first 10 inches. There is a possibility that this site may work if an interpretive determination is completed. However, there are also concerns regarding a fair amount of surface drainage that was present between borings 1 & 3. _z~''- k i '~ r a Wisconsin,~epartment of Commerce Division of Safiety and Buildings SOIL EVALUATION REPORT in arrnrrlanro ~ui4{, !`nmm A~ Alin n.1... ~..,a.. Page ~ of ~/ Attach Complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County .~ •, ~ ~ include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope scale or dimensions north r d l ti Parcel I.D. ~ ~ , , row, an a oca on and distance to nearest road. C h~ , i ~ Please p Personal information id b int a~~ d f Reviewed by ~/~~/yJ ~ ~~~ l ~ ate ~~ ~ you prov e may use or secondary purposes (Privac Law, s. 15.04 (1) (m)). ~ ~" ' '- 0 Property Owner ~ ~~~ 2 0 2003 Property Location ~,..~ ~..~. ~-~, ,.. ~,, ~., /` * Govt. Lot N r1 /4 N ~,.) 1 /4 S I ~ T ,,~' N R E (or~ Property Owner's Mailing Address r.~ x ' KING F Lot # Block # Subd. Name or CSM# ~ ~~. ' City State Zip ode Phone Number ^ City ^ Village ~ Town Nearest Road tear ~.~1~~ t~~ ~Yoo~ c ~f S) ~t~ raa~o p r ~ y .~" ~ ~ . ~ ~ New Construction Use: ~ Residential /Number of bedrooms ~_ Code derived design flow rate GPD ^ Replacement ^ Public or commercial -Describe: Parent material ~ p E"_Kj ~ Q a~ 't~' rl`° "'~ . ~ ( Flood Plain elevation if applicable ft, General comments and recommendations: ~ ~ ~ ~~ ~, ~, ~ k 7S ~ ~j~.~ t!~ ~ l~,ipr.~, ,~'° ~,..t,,. ~„$.,, io,~. ~ Boring # ^ Boring Pit Ground surface elev. ~ ~ . ba ft. Depth to limiting factor ~_ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 a - ~ ~ ~ ~ - ~; t~ .r ,~ ~~ w f a s(~ ~ fig `~ ~~- ~ ~~, ~ Y(~'~f ~ ~ - ~~ M ~- -- -- ~ 3 , S ®Boring # ^ Boring d Pit Ground surface elev. ~ 7* 7 Q ft. Depth to limiting factor t1 ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 ~` ~ `~ ~. ~ ~ ~ `~ R b~~S Vic..!- J~-'1 ~ lad, nn ~' ` ---"' ""'" ~ ~ -iuuc~ ~~ a i - uvvs - vv ~ ccu n iyi~ ana i ~a ~av _~ i ou mgiu - tttwent rtZ = t3UU5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number '^. ~,, ~ as ~ Address Date Evaluation Conducted Telephone Number SBD-8330 (R07/00) T ~ ' , T L Property Owner KLhC~~ ~ ~ Su~a~~ ~'~• Parcel ID # ~ponfK ~ r ~ Page ~ of © Boring # ^Boring Pit Ground surface elev. g• 00 ft. Depth to limiting factor ~ ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 `~ --1 `~ s J ~ L sb M - r c t,J 1 ~ , to ^ 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 GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # ^Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon th De Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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 TTY 608-264-8777. SBD-8330 (R.07/00) c~ _ D ~,/ Ken~-~-~, 1. , SV hay Jar , T Q.G, G ,~ D"' / ~ ,'~~A N W /y ~c . 1 `s T ~~ ~ ~ r~ ~ ~ t,~„~ s GLC r G ---r-TJ"~"° ~:..~ ~-.- -- -- G~ . k..4 Q. ...C+~ r ~- I ; ,tee 31~' To o F % ~~ C~3 ~'~1 o,nPF: t.lg,/~,,,voeg 5' 1~ e~r• c_ ci. o. v~ J .~ ,.~~~ ~ _ ~ a =" °~ ~ ~ d~ r __ ~~ _~ r ~- ~G rGv- L t ~, r p ~ ~$• 9~~ ~ 3 9 ~,a ~g.So _ _ •~~....o.~._.~: ~~ Primate Qn--Site Wastewater Treatment System (POWYS} „Yndex anti Title Sheet C7~r~.er: ~ ~ Prc~jeet Nana and System Type: Location: ..Sheet Address ,legal Description ~~T ~ s ~- ~~' ~ yam, ec 'Tc~wnsl~ip~County r Contents: Page. 2 • - ~ ~ e~S / ~r~ /!~-t,~ Page 2: Page 3: . ~~ ~~ Page 4: ~ ~ c ~~ c cis. Page b: _ C'- ~ ~i .Page 7• ~n ~,~~'~~-,. ~~zo~~ Page 8: -~ .Page 9: L~`a c ~ ~ ~ v~ pc~ ~ .E1.ttaC,eA.tS: ~1~u 5 ~' ~i~Yt- Sr ~~a ~ p1~,~~s f'luxa~r,(~esgner: C c~ S _ Signe ~e~~• _ .~~s- ~ 9~~ Dam: O(ir`all; 03 AION 11:2 FAX 715 ~8~ ~tBB(I ~:T' C'RX CO 7.(lNINt; 5'T' CRAYX CO~'NTY ' ~ SBP'I`I~ TANK 1~~LP-IN'!"BNANCE AGR]:LNtBNi' AND S C)VVNB~i;IIP Cl~1~TIl~ICATION Ft)ItM ' ~.--, ~l~try~ ~ vex, ~ ~~ d ~:~~-~~.~ ~ ' .- L' ~~n $Aailisrg Address ~ C~ i_~ S ~ ~ v ~ ~/ G~ d , ~, ~rop~.y Address a g 3 9 mm~ C~ T. /-l I~Vexifieatiaa inquired &,orn Pianaiag Departrsieut for aew cons ~rctioa) - atylst~te ~ ~e~. ~- 1- 4 ~'~. w~% psi IdentiScatian N be: • _ ~,Et:AL T)F.S~CRI~TIQI~ C{7j 0 0 I 01 ~f ~ !03 ~ - tvd - zz~zr~ Eef~ ~~ ~[t',y L+oCatYOll l Uf Y., ~,,~/, ~/i, Sec. ~ 6 T ~~ ~ N-~,,,~S W , 'Town o£ ~o r es ~' S~ub+div~ian < Lot # Certified Survey Map # ~ ,~ ~ ~ 2f ~ .Volume ~,_~ ~_, , .Page # ,~ .~~ ~ ~ a ~f/o 3 '~+',a~nly D~ Volume _ .Page # ._._.~._,_.~. Spec luause C7 yes ~ na Lot lines identifiab le ~ yes CJ nu 5"Y~''~EM MAYN"I'E1~C,9~.lY~ improper use sari maiattuance of your septic system cr,Yild result im its prcma .°ure failure to handle wastes. Propes maintenaace of puaoping ont the septic tank every three years or sc~oaer, if needed by a 1 icensed paumper. 'What you put into the syst~zm qtn afioct tine fuactivn of the septic rode as s trcxtmeat stage iu the waste disposal ;;yxtem. TI-e property owner agrees to submit to St. Croix Zbni~ng Department a a:rtification form, Signed by the owner and by a maa~rplumber,,journcymaa plumber, restricted plwnber or a licensed pumper verifyi lg that {l) the on~itc wastewaterdisposal system is in proper operating cmnditicra andCor (2) after iaspectioa and pum~pittA {if aeCO3sar /), the septic teak is less than 113 full of sludge. L°wa, the r~Crsigned hive Grad the abcsve requiremeats and agree to maintain tlac p~ivatt sewage diapoaa] systeru wilt the ataadards set fort!; ~Saixi. ors set by the Dtparevieat of (`.onxmercr,. sad tlz~e Der-ent of Nstt ral Ro3ousr~es, State of Wisconsin. CeRiScatioa tearing that ya~r aeptlc system bas been wairrtaiued !Host ~ completrd sad n+rtucncd io the St. G"roix County Zoning Office witlria 30 the throe year a iration date. ©8'l OS/ D _3 SIt3T]A:'CXi~i dC1P APPLIC.AN'T ~ DATE Ot~l~]~ C~R.T~CA !I Y (ire) certify that all statewents on this fomr aYe trsre to the best of my (cur) kaowledge. I {we) am (are) the awnes(s) of the party dcscra°bed a c, by virt+ae of a wxrraaty dead recorded is Register of Dods Office. ,p~1 oSI o .' SICJNATURB C?P APPLICANT DATE .«r««r Any infomration tlsat is nsis•represeatcdinay result in the sanitary perrsytnit t eing sevoktd by rho Zoning Department. ««*«s« «s Ytirreitrde with this applinattva; a atawpod vrarranty deed ftom the Ragi$tea of B'feed4 office a copy of the herd am^rrey asap if re£eteace s tusdo in the wameitty deed FOWTS OWNER'S MANUAL MANAGEMENT PLAN „ , ;ti`LLE INFORMATION Qwner Permit # DESIGN PARAMETERS' Number ofBedrooms 100gpd/bedroozn ^ NA Number of Commerciale ...nits NA Estimated flow {average)* ~ p e~ gaUday Design flow (peak),: estimated x 1.S* gal/day Soil Application Rate , I gaUday in-?~ent.~?ffluent Quality (NA^) Monthly Average** Fats,.Oil&Grease (FOG} 5 30 mg/L Biochemical Qxygen Demand (BODs) Total Suspended Solids (TSS) 5 220 mg/L 5 250 mg/L Pretreated Effluent Quality Q Monthly Average*** Biochemical Oxygen Demand, (BODs) _< 30 mg/L Total Suspended Solids (TSS) Fecal Colifortzt {geometrio mean) 5 30 mg/L <10+efu/100m1 Maximum Effluent Farticle Size 1/8 inch diameter * Wastewater Flow Verification on and calculations: (Other titan bedroom based) * * Values typical for damestic {non-commercial wastewater and septic tank effluent. * **Values typical far pretreated wastewater. SYSTEM SPECIFICATIONS Septic Tank Capacity ~~t~ gal ^ NA Septic Tank Manufacturer ~ ,e-L ^ NA Effluent Filter Manufacturer ^ NA Effluent Filter Model / S~~ o ^ NA Pump Tank Capacity ~ gal ^ NA Pump Tank Manufacturer ~ .e f.~` ^ NA Pump Manufacturer ^ NA Pump Model ,P~v ~ S Z ^ 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 p Other: ^ Leaching Chamber Manufacturer Model Approval Stipulatio n Soil Application Rate_gpd/ftz Area Req. Absorption Area Credit per unit ft2 Minimum Number of Chambers ^ Aggregate Design Flow/Loading Rate= ~ min Materia}s: all materials must comply with WI Adm. Code COMM84 and be installed per manufacturers specifications and approval letters. DESIGN CRITERIA p "Wiscor~in At-grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.a1.1990) ^ "Wisconsin Mound Soil:Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 Q ."Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 Q " Design of Conventional Soil Absorption Trenches and Beds". RJ. Otis - ASAE Publications 5-77 and "Design Manual - Onsite Wastewater.TreatmentandDisposal Systems". EPA 625/1-80-012 October 1980 ^ SBD -1OS70-F (R6I99) "At-Grade Component Manual Using Pressure Distribution" ^SBD -10567-P {R.6/99) "In Ground Absorption Component Manual" ^SBD-10705-=F-(N.01/01) "In Ground Soil Absorption Component Manual" Version 2.0 Q SBD -1{1Q8-F (N.b199) "Recirculating Sand Filter System Component Manual" p SBD -1Q6S6-P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" SBA -1U572-P~R.6/99) "Mound Component Manual» Q SBD t 10691-P (N.OUQi) "Mound Component Manual" Version 2.0 ^ :SBD- - 10595-P (It.6199) "Single Pass Saud Filter Component Manual" Q SBD- -10657 P (R.6J99) "I1rip-line Effluent Disposal Component Manual" ^SBD.. -10573-P (R 6199) "Pressure Distribution Component Manual" SBD -10706-P (N.O 1/01) "Pressure Distribution Component Manual" Version 2.0 p Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units ^ ' MAINTENANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE Service Event Service Frequency Inspect condition. of tank(s) At least once every ^ months ear(s) (Maximum 3 yrs.) Pump out contents of tanks} When combined sludge scum equals one-third (1/3) of tank volume Inspect dispersal cell(s) At least once every ^ months ear(s) (Maximum 3 yrs.) Clean effluent filter At least once every ^ months ~;year(s} Inspect pump, pump controls 8c alarm At least once every ^ months ear(s) ^ NA Flush laterals and ressure test At least once every ^ months year(s) ^ NA Valves At least once every - ^ months ^ year(s) NA Other. At least once every p months ~ p year(s) A gage of rAYZT UP Far new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that rriay impede the treatment process and/or damage the; dispersal cell(s). If high concentrations are detected have the contents of the tanks} removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. OFERATIQN 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 IemoYal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. dote: 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/fi-uit peels and seeds,. hones, and food solids such as those produced by a garbage disposal should be minim;~?~. Toilet tissue is the only paper that should be discharged into the system, Otbernnn-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. Maintaui a regular steady flown 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: 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 Clay 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. INFECTIONS 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 promptly corrected. Eacposed 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 j or more 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 Cods. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specification's. Provisions aze to be made to retain solids in the tank. Filter cleaning maybe necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. ~~,~P~ ump 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 caze of. Q In-Ground Cuavity 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 dischazge 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. Page of °- ~. nd, Ai 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 discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority: Parading greater than ?S /o of the height of the component may indicate overloading or impending hydraulic failure necessitating more 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}years. Pressure checks of systems with multiple -laterals should. be done to ~y yy~ensure~'.tliat equal distribution of effiuent is occurring to promote the longevity of the system. 3'~.JUr ~lll il Reports far maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Coda. ~Oi~1MENT 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. ut compliance with Ch. COIvIM 83.33, Wisconsin Administrative Code. `~ ptP~g ~ ~ and'pits shall be disconnected and the abandoned pipe openings seated. _- The contents o~ali tanlta-and Fits shall be removed and properly disposed of by a Septage Servicing Operator. Aftea' ppmg, ~ 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. CC3NTINGENCY -PLAN It die PONS fails-.and. cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system:.. Q A suitalaJ.e .replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The xeplaeexnent area should be protected from disturbance and compaction and should not be infringed upon by required setbacks. froth 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 area. Replacement systems must comply with the rules in effect at that time. C7 A suitable replae~ment area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holulaug tank iuay be in$talled as a last resort to replace the failed POWTS. ^ Th~e_stte has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to lgcate a suitable replacement area. If no replacement area is available a holding tank ,may be installed as a last resort to replace the failed POWTS. Mound and aE grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative Iteconst<uctions of such systems must comply with the rules in effect at that time. «WA1tN1NG» S1rYTIC, PUMP ANII OTHEIt~ TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT ®KYGEN I30 NOT' ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. 1~EAT$ MA.~' RE$I,tLT. RESCi7E OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR tlv1P~1S,SII~LE, Al~IIiTIO1~IAI. COMMENTS PO'4~TS INST POWTS MAINTAINER Name ~ ~ .. ph~e t°~~ Name SEPTAGE SER LING OPERATOR Phone Nana (Pumper) LOCAL REGULATORY AUTHORITY Phone Agency -r-, ~ ~ ~~ Phone ~ [ S - 3 ~/ - ~ / ~TL7- Y£:1WPDATAIFIIIAO'I~VTS OWNER'S 1biANUAI..doc Page~of 3 STATE BAR OF WISCONSIN FORM 3 - 1998 Doctuuent Number ~ QUIT CLAIM DEED Kenneth L. Sunday and Patty I. Sunday, husband and wife, quit-claims to Steven S. Sunday thg.following described real estate in St. Croix County, State o lsconsin: Part of the NE1/4 of the NW1/4 of Section 16, Township 31 North, Range 15 West, described as follows: Lot 1 of Certified Survey Map filed July 24, 2003 in Vol. 17, page 4570, ocument No. ~~ ~~ ~~5~ q ~~ Area Name and Return Address ~~~ Dl ~/- l03 ~-(00- ~ _ Pan oe oiaio3a-6o-o00 Parccl Identification Number PIN) This is not homestead property. (is) (is not) Dated this ~tlday of August, 2003. AUTHENTICATION Signature(s) authenticated this _ day of TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by ' 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Steven J. Swanson Attorney at Law St. Croix Falls, WI 54024 (Signatures may be authenticated or acknowledged. Both are not •Names of persons signing in any capacity should be typcd or printed below their signatures. * Kenneth L. Sunday o -~ a- ~- -s.a~' * Patty I, nday ACKNOWLEDGMENT STATE OF WISCONSIN POLK COUNTY ) Personally came before me this 5thday of August, 2003, the above named Kenneth L. Sunday and I. Sunday to me known to be the person(s) who e°~: ~,~bgptng instrument and ackngyrledge the same. y*os~~.~_~~.t,~ ~-'r~r~,t{-'~ra,~ Notary Public, State of Wisconsin My Commission is permanent. (If Pt~~~.~~ cif QlJ1T CLAIM DEED STATE BAR OF W4SCONSIN FORM No. 3 -1998 information Professionals Company Fond du lac, Wisconsin 800-G5S202t 0 ~ 2`I~ L ~,~ C~lSf- /03S/-SOD-d~~J O~ y- ~~~~ =cv v ca/"`~ l03y- ~ 6 _ SOD d yr' VOL 76 PAGE 4388 ~d KATHLEEN H. IiALSH boa" ! CSC /G~Y~88 REGISTER OF DEEDS ST. CROIx CO. , MI ~n ~ -o v v RECEIVED FOR RECORD ~~~~ ~- v ~ ~ fDa ~ ~r ,I~~~ 0-03-2002 1:30 PM ,~ ~ a ' .~ ~~~~, N~ ~~~'~.. ~,~ii ,~ ~ ~ ~~. C TIFIED SURVEY MAP ~ ~ ~ y ~ ~ ~ ~ COPY FEE : 3.00 N.. ~ v ~(~~ 3 „a ~ PAGES: 2 ~ O~ O ~ rC O W Z : ~ ~ O~Z O \ n i '. m~ ~' i I ~ r' i ~~ss C W ~+ ,I ~jy~~~. ~~'~ ,~ j Cn y N N~ W m I N O ,,'O~/1111~~~~,,,, ~ ~ po ? ° a ~ ~., ~ ~ ~ ~ r spu~~ pa}}~3u~ b/~ MN ~ }o , ~ ~ ~ ~ c -• a ~/l 3N aye }o ~o~ MN ~££ I ~ $ o~ ~/[ MN aya }o i+/l 3N ay; }o au/7 iSaM 1 I 0 I £i ~o ,00'£OL M~£ L.SS.OON X z ~- ,66'699 ~. -'~ i ~ ~ C ~ N ca ~ cD ~i ~I~ O - ` olo I~ ~ o o~~7~J ~`v ~ a -' cn to w ~ ~CY "~.; I~w, ~ '" ... ~' ~o F~ I ~ o _._._._--`' ~ ~ ice.. a lai ~ .- .66'699 F -. - ~ ~ z IC ~ ~00'£OL 3w£ I~SS.00S , ~; ~ ,~ C7 I ~ ~ to ~ ~ rtl ays~ spup~ pa}}o3u~ i I~°~ ° lo- rn ~ o -~ woe. ~,~`a 10 `I I~ -~ Ir~ ~~° ~ rn Vj ,1~ D I~ ~i ~, W,. I~ n ~ vp~ Np~ I-1 KI 10 OD O. Z C N ~ (n ~ "< 70 O ~~~` ~" O C ~ ~~ I~ of i~ ~ ~~~ V/ ~rt°, w~E, ~ N j a ~ ~ c ~Iv I o ~~ ~ -~ O ; ~ o I= I I ~ ~ z -< z c ~ ~_° ~ la ~v'~ 2 O ° ~ Q x ~ Ip N 3~~ w II ~ ~. I v' ~ ;~ O ~ ~ ~ ~ ~ A ~ O I ~~ ~p m 00 o I O 0 0 1 ~~~ ~~ q t?I ~,d =~ v m ADO ~ ~ ~A a ~ i ~~~~~ ~ Nan -o ~.~~~ o ~o-v ; ~~•M s ~ ,~~. o o ~ co <~~ /l MN aye }o ~/l 3N aye }o aui7 3SO3 -" ° ~ Q "` y ~ N ~ C fD ~ 1 O ~' ~ ~ ~ ~ Z ~ eO-r ~ W ~ ~ Z Ir 3 1 ~ VI p r Q' ~~ O ~ O n. .,, N ~ S ,.r ~ O .ZpM Z ~' ~~~ ~ ID w Vo1.16 Page 4388 • , •~ V ~~ OL54 agEd LT 'TEA w 0 +; o `' c CJr ~ Q~ ~~ ~ s~ y •~ c 0 ~ z° ~ W °' o+~ ~ ~ ° .~ ~ o~ ~ cJ y`~+ L O ~ O ~Z o C3 M V W o a.-% m s ~ ~ ~ c .% ~=-zom v ~- U ~o y U U N J W M O mph oOS a v c ~jQ`S ...1 ~ Y .L.~J d V xav ~~ c~ 0 JI ~( ~l ~( I i I r` r N w S 2 t i E U U 4 4 '~ O o h `u ~ O O~~ 2 ~ ~O Cw C ~~~ I ~ 3 m z ~ y m O o t~ m o a i C « O ~ 3 ,O pW auc o~,E,u°fi O V 'b~M p~ ~. C 1-OZ East Lin of the NE 1/4 o6rlhouNNfuf/4 aq?R4sle~odde aleppota0dtle ,.^„ M tlNniM pipp96J 101t ~ eooa ~ z ~nr ,.. •,.~ .d jlut CUIWj GUIWRI~ nawnoo xioao •ls ~ I ~d I I~ 3S ~I U I`O~ C1~0 q f~ 1= n- ~ I w ~' !N 0 `~~33.01' I o M 3~ iN W $Io c o Nlo I's o ~I"' ~ ~ N~ im ~pp i r~- U Z r 3) OI ~ ~ ( d~ ~ Z~ I QI ' =I =I 33' ~ ZI ~ ~) 1 r~ ~' Z ~I ~I 3 m `" F w ~ a N N 3 C U m C J ~ ~ r ~ L 3 ~ 1 Z ~ rl ~ ~o ~\ \ ,e v ~~ . Z ~ Yd 00'ET •333 38 dVH d3A~[(15 Q3ISI,L 3~ WV0E~0T E00Z/6Z G0 ^?I0~3X tiOd Q3AI3 IM '0~ XI08~ '.LS SQ33Q d0 tf3.LSI~J3t! OLSh 30Vd LT 'IOA L+i6 ~ ~G bti5.`Jy - O WI O ~ ~ C~ v _ M JI 3 a ~I O ° of J o ! ~ ~ ~I ~ 669 99' '` ~ . )0'55'13"W 703.00' Un~latted Lands `''''yrtat, T ~ T O O ~. i• ..3 ; 7 Z N Ol.. ~ V V ~~ 6 Ota. O t Q O O~~ Q ., .~ ~~ O .T, e*"'c. ~ ~~'TTjj~~}} .!oeti'..'\ ~ a ~~N ~~n rna0 p O~~O cr: c~ 7 N ~ O N ~ U X C W O O I i ~ ~ O A c z N~ v CW'J x ~ `' W o ~ o a c.: ~ Y v ~ O °' a is .£ a -°' c$ ~ o, rn a ~ m Pp 00[~ tip~m m A n o7 ~~ ~n 3'~. 0 Qv tixam d ~ ~ ~m E~ ° m x ~ m'~ U~o~~ W 9~a `~ u~ 1 Pb~ •~. ~3f,. s ~~~~ ~ ~~~ W ~ N li O z Z ~ I N II "~ ' W = ` ' $ Q .- 0 _ ~ ~ U ~N`~ x >° ~NiS N ~ ~ N .. S... O Y O OZ O S ~ c m •- N o~o~ o o L ~ m r oval.. rn 4' ~ 1 ~ CERTIFIED SURVEY MAP Located in the Northeast Quarter of the Northwest Quarter of Section 16, Township 31 North, Range 15 West, Town of Forest, St. Croix County, Wisconsin. DESCRIPTION Located in the Northeast Quarter of the Northwest Quarter of Section 16, Township 31 North, Range 15 West, Town of Forest, St. Croix County, Wisconsin, described as follows: Commencing at the north quarter corner of said Section 16; Thence South 87 degrees 59 minutes 00 seconds West, along the north Ilne of the Northwest Quarter of said Section 16, a distance of 342.59 feet to the POINT OF BEGINNING; Thence South 00 degrees 55 minutes 13 seconds East, along o line parallel with the west line of the Northeast Quarter of the Northwest Quarter of said Section 16, a distance of 703.00 feet; Thence South 87 degrees 59 minutes 00 seconds West, along a line parallel with the north line of the Northwest Quarter of said Section 16, a distance of 310.00 feet; Thence North 00 degrees 55 minutes 13 seconds West, along a line parallel with the west line of the Northeast Quarter of the Northwest Quarter of said Section 16, a distance of 703.00 feet to a point on the north line of the Northwest Quarter of said Section 16; Thence North 87 degrees 59 minutes 00 seconds East, along the north line of the Northwest Quarter of said Section 16, a distance of 310.00 feet to the POINT OF BEGINNING and there terminating. Subject to ail easements, restrictions and covenants of record. The total area of the above described parcel is 217,890 square feet - 5.002 acres. SURVEYOR'S CERTIFICATE I, Clarence E. Schultz, Registered Wisconsin Land Surveyor, hereby certify. That in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and the provisions of the St. Croix County Subdivision Ordinances and under the direction of Kenneth L. Sunday, 437 Third Avenue, P.O. Box 398, Clear Lake, Wisconsin, 54005, I have surveyed, divided and mapped the above described parcel and that such map is a true and correct representation thereof. Note: Each parcel shown on this map is subject to state, county, and township lows, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the Town of Forest. S Clarence E. Schultz, No. 2031 Maichert Walkky, Inc. 749 Highway 12 Hudson, Wisconsin 54016 715-386-7736 ~? - ~~~3 Date •~. •~. Ct r:ryc!,.L~1 1 ... .... : ~: ~^ MELCHERT 1iPAI.KF{Y landscape architecture ~4e x~a CiYtI eA lAOB Hudsoa. lend 8171'VOyJItB raxa~(7 Sheet 2 of 2 Vol. 17 Page 4570 St. Croix County Highway Department ~" ` ' '' PERMIT FOR ACCESS DRIVEWAY TO COUNTY TRUNK HIGHWAY DISTRIBUTION: ' 1. White -Applicant 2, Blue -Township Permit Number d.~ - o'~r'7. 3, Canary -County Name pnd Addre of Applicant Highway County t C7~0 7-~ A-y~ ~ ~ ow Village -City C'.~ ~~~ ~ ~~ , Sy~a~~ ~ Typpe of Driveways Number of Driveways Proposed Land Use Completion Date Location of Driveways ,,d, ~ side of the highway g ~ f ~' miles ~/~~ of o'k `~ ~ 5 7'' Quadrant 14/_ ,~' ~I t~l Section~~ Township .3 / North Range T S trc/ Required Drainage Structure I If No Drainage Structure, State why Description of Proposed Work (include special restrictions, intersection clearances, other details and reference to any sketches which may be attached). ,~ .~ (. `F , ( ~ ~Z~` ~ _ ~~~- Any driveways shall be constructed in accordance with all requirements printed on the reverse side, and any special conditions stated herein. The maintenance of the driveways shall be the responsibility of the applicant. Issuance of this permit shall not be construed as a waiver of the applicant's obligation to comply with any more restrictive requirements imposed by local ordinances, Signature of Applicant ~- ~(~-~3 Date Approved by St. Croix County •t ~ it ~ ~ N p~54 y Ll s ~~Qo 8 ~.oaw g~~ ~ $ N N.~ j ~ n 1 A~~~ ~ ~~ K <„ N~rn ~ 8 G°'z i ~ N Z f~ X 3~ ~ ~ ~ Z ~ ~1 ~ ~ ~ ~ sEs ~ ~ ' U ~ ~ ~ ~ r ~ ~ Y h ~ ~ ~ o ~ ~ n. ~ N ~pU O ~ 4 ~ ~O T I° o ~ 4 z °~ ~~ a '^ I~ ~ R I~ ~ rrr~~~ J~o U~~ ~ I~ i I `~° i~ ~ o-~ ~~ ~t~~~"' <y~+i ~ ~ ~ ° ~ A Iz { .cep aZO '"' a . I ~~ O .y. ~~ D~1~ n N~ I* I J+ a ('."~ 43 spuofit~3Xaaun ~ Io m n w ~' ~ 0 ~~~yyy ,oo•FOC M ~~,SS.OOrs I ZIn ; ~- Z _ ,66'649 ~ r ~ 0~ ~ ~ ~ (~ ~' g , lO'££-~I' ~ p .e gj •- .66'699 .`.,, ~ O Iw !• ~ D ,~ ~ ~ ~4 ~ 1 g spuo~ ae~aoia~n ,.~ ~'f' ~I ~I ~ c ~ W ~I~~I ~ io ~l~ $I ~ ~ I I ~, .~ col I ~: ~. ~ 6/1 MM a4a /o t/~ 3N a4d ao our- ~so3 ~~ N~~ pax ~ ~~~ ~ ~~ ~$~.o~,~ ~~z ~Q~ A g ~ r ~ fi m a ~ j o .g ~ ~. $ n,°c ^ Q. O ~ 4i Y~ri ~ ~ ~ ~ ~ ~ ~ . ~~~ ~ ~ ~ ~ o ~ x ~~P ~ 1"0 3~'d ~~~ ~ 'IIJI ddtf 1t12~11~1a1S L~bi~£SZSLi Zt ~9L £00ZILi/£0