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HomeMy WebLinkAbout016-1033-10-050 Wisconsiry,Department of Commerce ~ PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION f (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: City Village X Township Li htburn, Robert Glenwood Townshi CST BM Elev: Insp. BM Elev: BM Description: ~~ ~Qv i~ ~ c. s ~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic w;~ , z ~~ Dosing nn.~ ~Ut'~ Aerat'r6n Holding TANK SETBACK INFORMATION r TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ,7~~ r • I~ D 1 7~~ ~ Dosing ~ /~~ f ~)~ /\ r lJ .~~ / Aeration Holding PUMP/SIPHON INFORMATION Manufacturer ' `~ ,Z Demand c> ( GPM Model Number ? ~ / 1 ~ ~O~ (, TDH Lift 3~ ~s Friction Loss 5 System Head ~ ~ TD Ft .. . 0 ~ . X0.5 Forcemain Length / Dia. ~~ Dist. to Well Z ~~ Z nl P~ SOIL ABSORPTION SYSTEM ELEVATION DATA County: $t. CroiX Sanitary Permit No: 463119 0 State Plan ID No: Parcel Tax No: 016-1033-10-050 Section/TownfRangefMap No: 15.30.15.244A20 STATION BS HI FS ELEV. Benchmark 1 • l -? Jo I.1~1 /~ ~ Alt. B ,r C~J<~., f p,.3~ lj ~ ~ - q~ Oo Bldg. Sewe ~,- 73. ~5 SUHt Inlet ~ + .~Z, $-7 SUHt Outlet „`' ~` Dt Inlet ~. ~+ Dt Bottom ~~ 3 (~-7 • FlZ HeadeNMan. ~n Dist. Pipe ~ yb /Oa ~ 77 Bot. System , ' ,On ~.~ Final Grade b• ~ /~ ,77 St Cover 1~{ I~ ~ p.Z • g 0 ~. ~ t' 2.5~ `~~ ~ G:L~ BED/TRENCH Width 1 Length ~ No. Of T nches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~ //, ~ (~ i_ ~.~„ \~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR '~ Type Of System: /~ ~ J ~ ~~ r ~-V ~~ ~ q t-~ UNIT Model Number: ~~ O v ~ DISTRIBUTION SYSTEM Header/Manifold r r~ Distribution 11 / Pipe(s) r 1 Z~ 1 ~~ x Hole Size ! / ~ ~ x Hole Spacing r r Ven o Air Intake 7 ~'~~ Length~Dia Z Length /Q(1 ` Dia ' Spacing `!j Z1 .~v `- ' SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Onlv Depth Over ~ Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Y { ~ 7 Bed/Trench Edges ~ Topsoil i ~. es [] No ~ es n No ~ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~D/Q~~o/ ~~ ~~j(I~nspection #2: / / Location: 1566 Highway~28 Glenwood City, WI 54013 (SE 1/4 NW 1/4 15 T30N R15W) NA Lot 1 1 I~~ ~~ V Parcel No: ?5.30.15.244A20 1.) Alt BM Description = J~ ~~`~~~ ~~,., ~ ~ ~~o `,~ 2.) Bldg sewer length = ~ ~ (~ ~ ~~ ~~ ~.J~ ~~ ,,,,,~~- ~~~ -amount of cover = I Zi (~'Q,L.U'S ~~ H h ~ ~ ~ ~ 1^~- rV Plan revision Required? Yes [] No ~--LL..~~~~~~ Use other side for additional in ormation. ~ ~ I ~ ~ i ~~J SBD-6710 (R.3/97) Date S~ a ~$ ~T~ Cert. No. r HEAD/CAPACITY CURVE HEAD CAPACITY CURVE EFFLUENT MODELS 7 /2" & 3/4" SOLID PASSING CAPACITY 115 no Js MODEL 42 48 53/55 57/59 7p 76 98 139 140 152 153 fast wMn cal. l1Mn CaL Llaa Gd. lion GoI. Lion GoL llbn GaL 1+4na cal. lAas Cal. Wn GaL l8an Gal. lilara S 13 15 57 31 111 N 10.7 J8 1N 50 189 72 TI3 93 352 91 Jtt oo %f 77 291 f0 3A 11 t1 E 94 K 119 ]0 llt w 151 81 131 79 299 81 J16 81 yl 7p 285 15 4d 8 v 15 57 19 M f4 SS b 114 u 170 8/ 211 76 288 53 281 81 131 20 0.1 __ __ __ __ __ - __ __ 17 M 15 95 JB 138 88 87 N 187 52 19] 2:1 7A - - - -- -- -- - -- 8 >D So 117 >r 1Z9 42 ISp 3o at - -- - -- -- -- -- -- - - - -- -- - N 185 13 87 A 115 40 lu - -- -- -- -- -- -- -- -- -- -- -- -- - 11 t5 -- -- 11 42 SO 152 - -- - __ __ __ __ __ _ - ~. __ - - __ _ W 18J __ _- - __ __ __ __ __ - -- - -- -- -- - >a 213 -- -- - -- -- -- -- -- - - -- -- -- -- - 80 24.4 -- - -- -- -- -- -- -- - -- -- -- -- - -- - - 0o n.1 -- - -- -- -- -- -- -- - -- -- - -- - -- - - l00 385 -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- 1f0 333 -- -- - -- - -- -- -- -- - - -- -- -- -- -- - -- -- 110 Sae -- -- -- - -- -- -- -- - - - -- -- -- -- -- - -- -- -- 130 ~3 -- -- -- -- -- -- -- -- -- - loek Vohc 198. (S.Bm) 19X. (S.Bm) 19.38 (5.9m) 18X. (S.Sm) 158. (7.6m) 17ft (7Am) 18X. (7.Bm) 18X. (14.Om) JBX. (1 ) (13.Mn) HEAD CAPACITY CURVE SUMP /EFFLUENT MODELS 3i8",112" $ 3/4" SOLIDS PASSING CAPACITY 4 661 I 4 663 I l4 665 U 4 85 I 4186 I 4188 I 4189 ` 191 II 0 lG m Jo y O CAUTION Mode1185l4185 should not be subjected C4LLOX5 w so 60 ]o eo 90 100 110 120 13o Iw 1so to less than 30 feet TDH. 0o997:e ~R5 o eo 160 2w 320 40o I6o NOTE: For Head Capacity on Model 112 Industrial column rtow I~rX ~~ sr>o , ex losion roof um ,see FM0219. ~4 MODEL 211 264 266 267 268 270 282 284 292 293 294 295 4270 4282 4284 4292 4293 4294 4295 w SEWAGE AND rM We1en Oat lhas Gal. lilwe Gd- lilen Cal. lilac Cal. Wen Gol. LMrs Gal. LAen Gal. li1M Gd. lilac Cal. lilen Gal. liters GW. LAm ~ 4 5 1.5 82 710 W 341 128 484 12B 181 128 181 172 500 127 481 179 67B 1w 570 -- -- 1% 712 211 810 8° DEWATERI NG 10 JG 5J 201 60 227 es 337 89 337 89 331 101 362 % 381 1ST 594 124 469 __ __ 191 g85 .199 753 24 I 15 tb 32 121 73 85 50 189 50 189 50 189 77 291 61 212 133 507 108 109 118 N7 165 625 1& 696 75 ~ ~ 20 61 -- -- -- -- f0 38 10 36 10 3B 56 212 31 129 106 wl 91 JN IOB 109 150 568 188 676 22-1 ;~ I ~ 25 ].6 _ __ __ __ __ __ __ __ __ __ 29 110 6 23 ]3 276 75 2& % 763 IJB 515 151 583 JO I ~ 7p g,1 __ __ __ __ __ __ __ __ __ __ __ __ __ __ 42 159 56 212 82 310 121 158 Iw 530 2D_ 65 ~.~ _~ _ ~' I JS 10.7 - - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 73 12s 65 216 108 409 128 467 ' ~ ~- w 1z.z -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 10 7e IB laz 91 7s6 ns IJs p I 60 18 _._ ~_ I I ~ ~ S0 151 -- -- -- __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 58 220 B9 JJ7 a 1 ~ ~ ~ I W 18.3 - 13 N 59 22J i 55 1 -y I - ~- I 70 21.7 __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 23 67 6,1 5D ~ 1 ' ~ Lock Yalve: 19.5X. (5.9m) 1811. (S.Sm) 21.5X. (6.6m) 21.51E (6.6m) 21.51E (6.6m) 2%. ( 8.8m) 2611. ( 7.9m) JSN. ( lo.7m) 4N1. ( 12.Bm) SOIL ( 1s.2m) 6ZX. ( 16.9m) 75X. ( 22.9m) ~ -... ~- -+-~ ~-" 0 1 a ~ 45 I -_ ~ t~ T I ~ - ~ ~-~~ -~--.- 0o990.e ~ 293 I I ~ ~ ~ ~ ~ ~ f ~ I ~~ ~ ~~ 35 'I ~ ~ ~ ) ~ ~ ~ ~ HEAD CAPACITY CURVE __~ 8 25 _ ' _ - - -T -A - -- -- ~ SEWAGE MODELS I , 266.; 282 , 270 ~ ' ~ ' 6 - 2D _ .267.' __ . ._ ~8 _ . -. , .___ - __ r - - -- ----- 2" SOLIDS PASSING CAPACITY _.._.__ I 5_. _ -- _ ~- . -~_-~ ~ --_ I ~ '-. - 0 CAUTION Model 293/4293 should not be -~ ~ -- ~- -~-- ~ 2t t 26a 292 i 28a 29a~ 29° ' subjeded to less Man 15 feet TOH. GALL°N_ t0 20 30 a0 50 60 70 80 90 100 t}0 t20 130 140 150 ';~ t70 180 190 200 210 220 230 LITERS p --- ~- --- _ .- _ -'--T.--__-- -r - - _... _.-- --~--_ - - 80 160 240 320 aDC d80 560 6a0 72D 800 aoa9ouellc - FLOWPER MINUTE ccv copyngnt zuui Zoeller Co. All rights reserved. 5 Safety and Buildings Division County 57. CE ~ ` ` 201 W. Washington Ave., P.O. Box 7162 O/ C iseonsin Madison, WI 53707 - 7162 Sanitary Permit Number (to b< filled in by Co.) De artment of Commerce (~8) 2~-3151 ~~/~O Sanitary Permit Appliea 'on State Plan I.D. Number ~° In accord with Comm 83.21, Wis. Adm. Code, personal inf ro~deD D O(PO~© ~ Q~5• may be used for secondary purposes Privacy Law, roject Address (if different than mailing address) L`~~c~~ k d) ~}~ ~jf I. Application Information -Please Print All Information DECEIVED C . C ~ Is~~ s~-~ i~j z~r Property Owner's Na me Parcel Lo[ A' Block b ~. 0 L T 1 Property Owner's M ailing Address Property Location ST. CROIX COUNTY City, State Zip Code - - ~ ~~~ ~ ` I S O ,circle one) E of Wf~ T~4 N R~ _ ; - IT. Type of Building (check all th apply) ,. / CSM N , ~1 or 2 Family Dwelling -Number of Bedrooms `t s umber Subdivision Name ^ Public/Commercial -Describe Use // / ~- ~p3 ^ State Owned -Describe Use ^Ciry_^Village,Township of G~~f~Oyj III. Type of Permit: (Check only one box on line A. Complete line B if applicable) pl - p 3 fp --oSa _ 2 R-2o A' $~New S stem y ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner 1V. T of POWTS S stem: (Check all,that a 1 ) ^ Non -Pressurized In-Ground ^ Mound > 24 in. of suitable soil ~ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobi c Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching C ber ^ Drip Line ^ G vel-less Pipe the explain V. Dis ersal/Treatment Area Information: (P K/~D - ~ S - Design Flow (gpd) Design Soil Application Rat f) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation g O ~ ~~ d o o /d Joo, lo VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank ~ e~~ d ~. I Aerobic Treatment Unit D ~~~ Dosing Chamber r/~ ,_` VII. Responsibility St9tement- I, the undersigned, assume responsibility for ' allation of the POWTS shown on the attached plans. Plumber's Na me (Print) Plumber's Si gnature PRS Number Business Phone Number e J / LZ ~~.~ 7 ~ s 6y` ~s~zv Plum is Addre ss (Street, try, Sta ip C e) - ~ VIII. Count /De artment Ilse Onl Approved ^ Disapproved Sanitary Permit Fee eludes Groundwater S Date Issued I ui Agent Signature (No Stamps) ` ^ Owner Given Reason for Denial urcharge Fee) ~ ~--' / r ,~ J IX. Conditions of Approval/Reasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all ~servieed / maintalnedl maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances. wttaep complete plans (to the Comry on17) for the system on paper not less than 81/2 x 11 inches in size /' y~0 M~- ~N SBD-6398 (R. 01/03) ~. 3 v ~ ~ ~~ ~~ ~ ~ "------'1: ~? ti ~ b ~ ~ b ~ ~ ~. .t r o ~ M ~~ y ~~ Z a ~`~ y~ o o o ~ ~ ~ v ~„ v ~ p.. W ,~' ~ ~ ~ M 1p ~ O /~~ ~1 ~ / ~~~ ~ 3 ~~ ~ e v 3 ~, W ~~ . J,n c~'~~ ~ ~ ~~ ~~ - '' .- RECEIVED Vllisoonsin Departrnent of N O V j 3 2 ~31L VALUATION REPORT Division of Safety and Buildings Page L of 3 rn arxoraance wan t.omm a, vvrs. nam. was ,c „ ~ ~Or ~~ - -- e~ Plan must a r not feT' R ~ aches i size Att m l ite l n h t ~i . p p p ac co e e s an o include, but not limited to: vertice B ), direction and perrertt slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. f~ ~-- Q3 •- ~~' - - D O c9 Please print aN information. R 'wed by ~ Date f+ersarrel grformetion you P~rde may bs used for sewrWary PurP~s (Pr~~Y ~. s. 75.04 (1) (m)). o . - S ~fI Property Owner Property Location D /~ ~j Q Q~'~ .S~ Govt. Lot .~,~ 1 /4~ 1/4 S 1,~' T 3Q N R /,~' ~}W Property Owner's Mailing Address Lot # Block # for CSM# t City State Zip Code Phone Number ~ City ^ village Town Neares C-~-e~yr~o G'~ ~ r .l 0~,~ c ~9<s'>a2~5' S` GL . ~- Lu ~ d ru /~ &" New Construction Use: ~ Residential / Number of bedrooms _~_ Code derived design flow rate ~~ GPD ^ Replacement Publicpr commeraal -Describe: --- _ r- ~ Parent material ~~~' C ~ A' ~ ~ ~ ~' Flood Plain elevation if appligble ~ H R General cormrents and recorrrrnendations: ~ f^p ~-~g ta.r Pit Ground surface elev. ~ ~~~R Depth to Nmiting fade ~.,~ Win. I`lof¢on Depth Dominant Redox Description Texture Stnichxe Consistence Bourxiary in. Mtmse6 Qu. Sz. Cont. t:olor Gr. Sz Sh. 'Eff#1 'EfT#2 I a ~ / /a~ -- Si ~ ~ts6~' M~ ~ 8 ~ • -a Q - s ~~-6 M .r S tv~ ~ - 6 e s D Boring p / ~~ # ®Pit Ground suffaoe elev. 90rr20 ft. Depth to limi8ng factor ~°- in. soa Ram Horizon Depth Dominant Cd Redox Description Texture Stnx~ure Consistence Boundary Roots GP D/Ifr in. MunseB Qu. Sz Cont. Color Gr. Sz. Sh. •Etf#1 'EfT#2 ~ ..q 3 G MS ~ .~ .-S' • fI ,~- ~ ~ v ~ Si L ~ M~6 G l ~ ~ ,. ~- ~a ~' 'Effluent #1 =GODS > 30 < 2Z0 mg/l and TS5 >30 < 150 mgll ' tmuenr tr[ = tsuu, _ su mgrs ana r a~ _ oa mgrs G= ~ GSM % ~` S~ ~v .off ~ ~ 2 ~ ~ ~ /mss Gate Evakiadon Condrx~ed Telephone urrrber ~~2~' ~~.y1~~ ~LeN~®~~~i~tv, fir -~"-~ 9°~,~ l~~2~s'-~d',3~ a~ F ~ . Zeo cF ~' ~- Soil icaUoff Rate ~~ Roots GPDIfF ~"/ .~ . ~{- ,~ -Y ~"~f©/3 ., Property Owner /~fi~~o ~c~ /Q ~o o~e,S- Parcel ID # Page 2 of .~ B~;ng>x ^ Boring ® Pit Ground surface elev. d ~ ~ it. Depth to fimiling factor o'~ in. ~ ~ Rate Florizon Depth Dorterrarrt Redox Description Texture Structure Consistence Boundary Roots GP DHP in. Munseq Qu. Sz. Cont. Cdor Gr. Sz Sh. •Eif#1 •Etf#2 j o - 7 !is ~ ' i' M 6 ~~R f/ S 3/y i ~ .~ a ^ Pit Ground surface elev. ft. Depth to limiting factor in. # ° ~~ Sorb ication Rate Horizon Depth Dominant Color Redox Description Texture Stnrchrre Consistence Boundary Roots GP D/fF in. Munsetl err. Sz Cont. Color Gr. Sz Sh. •Efl#1 `Eff#2 a ^ Pit Ground suuface elev. ft. Depth to rKniUng tailor in. ~~# Soil Rate Horizon Depth Dominant Redwr Description. Texture Strtrcdxe Consistence Bourxiary Roots GP D/fF in. MurrseA Qu. Sz Cont. Cobr Gr. Sz Sh. •Eff#1 'Eff#2 Effluent ak1 =BODE > 30 <710 mglL and TSS >30 _< 150 mglL • Effluent #2 =BODE < 30 mglL and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. sao~ejwtrtaroot A ~ ~_ _, -~-~ ~ /~ _l 3 ~ -_ ° -~ l ~ m o 1 - _ _- --- -- __ ~ ' ~ 9 ~ - -- - - - - - --- Q _ __ -- __ L , ~ ,_ - ~ a _ _ _ __ _ ___ _ _ _ - . __ _ r __ _ _ _ _ _ Q ~ _ _ _ - ~ - ~ o _, __ ___1 _ _ _ __ _ m~ __ o _ ~ _ _ o _ ~~ _ _ _ __ __ ___ _t _ _ _ ___ _ _ __ - , _ -- _ ~- . _ _ ~ _. _ q _ _ __ _ ~ __ __ ___ _ __ ~_ _ _ ___ _ _ __ __ __ __ ___ __ __ __ __ ~_ _ ~ _ _ -~ ~ __ __ -- -- ~ - - ~ --- -- ' a -- - - -- --- --- --1 _- -~ ~- -- --_ ___ --- I ~ - --~ - -- -- - -~ - ---- -- -- --~ -- - ~~ ~ - _ -- ~ __ ~ _ ~ ~ ~ ~ .- - --- ~ - -- ~ ~ - - - -- I - -~ _ - -- - - ~ - ~-- -- _ ~- ~ r--- ~ --- --- - -- r-- -- ~ - _ --, --- ---i - -- - - -- --- -- _ ~ -- - - ~ 4 I - -- --- . - ___ --- ---1 -- _ _ --- _-- - _._ _ ' _ _ _- - - -- -- - e -lL- -- --- j J, -- - I;~ - - i - _ 1{ I / ~~ d 1 ~ a ~ __._. _ ... _ _- ---. - -- - r _. . ~_ --- __ __ --~- - _ -__ - - _ ~ ~ ~ -- ---1 - - ~ ~ ~ a ~ '~ Q , 1 ~ ~ v - - - - _ , ____ _ ~ _. ~_.__ __ '~ _-- - _ ^_ __ _ __ i - - _ _ ____ - ' commerce.wi.gov isconsin Department of Commerce Safety and Buildings 141 NW BARSTOW ST FL 4TH WAUKESHA WI 53188-3789 TDD #: (608) 264-8777 www. co m m e rce. wi. g o v/s b/ www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary October 04, 2004 CUST ID No.224617 LYLE J MYERS NORTHLAND PLUMBING INC E 1556 STATE ROAD 64 BOYCEV[LLE WI 54725 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/04/2006 Identification Numbers Transaction ID No. 1060208 SITE: Site ID No. 689662 Robert Lightburn Please refer to both identification numbers, State Highway 128 above, in all comes ondence with the a enc . Town of Glenwood, 54012 St Croix County SE114, NWl/4, SIS, T30N, R15W FOR: Description: Mound, 4 Bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 981029 Maintenance required; 450 GPD Flow rate; 18 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1) 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 101.0](10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.O1/O1). The pressure network is to be constructed in accordance with publications SBD-10706-P(NO1/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems -Version 2.0" andlor the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)". In the event this soil absorption system or any of its component parts malfunctions so as to create a~l`iealth hazard, the property owner must follow the contingency plan as described in the approved plans. In addit~e+lt, ,Xhe`o'~must comply with the operation, maintenance and monitoring duties as described in section VIII 6~the, mb~~d mponent manual. A copy of this information must be given to the owner upon completion of the ptb~,e~t ~,~ .~" ~`4~C.+tr!r All holding/treatment tanks are to comply with Comm. 84.25(7)(a). ~~~`~~ S ~ .. cE Maintenance information must be given to the owner of the tank explaining that periodic cl~ of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval con itions. 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. LYLE J MYERS Page 2 10/4/2004 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. 145.20(2)(d), Wis. Stats. 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/instal lation/operation. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 ] 01.12(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, Julia ALewis-Osborne POWTS Reviewer 2 ,Integrated Services (262) 548-8638, Fax: (262) 548-8614 j Lewis@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 h M ~? ~' 0 ~~ b ~~ ~ 4 ~ ~ ~ H ~ ~ J O }}a.~ 9~ 1^ > ~ d~ 9t Z W1-~Zy o 0 /J ~ ~+ h l~ o ~\ ~ Q` ~~ s' gNp~ ` `~~~~~~~ Q^+ -`'\ ~~ e ~.. ~~ ~ 3 ~ a ~ ~ ~ ~ ~, ~ 3 ~ ~ ~ ~ ~ ~ ~~ ~ ~ `~ ~ 3 ~~ ~ ~ ((~~ ~ ~ ~ i^ zd Wti6S : L0 b00z BZ ' d~S `~ ~ `~ y~ ~- ~~ ~ ~ ~ OZSZ-£b9-STL ,~ ~- -_ s o ir1 m ~~ ~~ ~~ N Owner's Name Robert Lightburn Owners Address 244 Magnolia Drive Glenwood City, WI 54013 Legal Description ', sE ; ~ '/<, ~ Nw ~'/< Sec 15 T 30 N, R 15 ,, w; ~ Township Glenwood County i Saint Croix _ • Subdivision N/A Lot# ParcellD# Pending Table of Contents Pg• 1 Cover page 2 Mound Sizing Calculations 3 Pressure Distribution Layout and Dynamics 4 Dose Tank 5 Management and Contingency Plan ~~~~~`~/~[) 6 Plot Map Sir' 1 :~ 20E14 SIIIFc31' 8 ~L~, py, total # of pages: 6 Designer Name: Lyle J. Myers MP/License #: I.D.# 224617 Date: 9/2/04 Ph. #: 7156432520 r f. J ~ .. ~`'9~~' Signature: ~ ~ ti .~ / v ~~~. ~,, -~ Mound System Design Methods Used ~~ _ per "Mound Component Manual For Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10691-P (N.01/01) -Q~.L' '~ ~ ~ ~. per" Pressure Distribution Component manual for Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10706-P (N 01 ~01) ~~~~: L ' `S,o~ "'~s 3bAdvisement N12486 220th St, Boyceville, WI 54725 Ph: 715-643-6068 email: Mound System ' Mound Sizing Calculations Project Name: Lightburn-Mound Site I~Condltions_ -_ Pro}eCt Type: I 1 or 2 Family Dwelling ~' ~ Slope: 7 # of Bedrooms: 4 Depth to limiting factor: 18 in. Absorbtion rate of fill material: 1 gal/ft2/day Absorbtion rate of in-situ soil: 0.2 gal/ft2/day Effluent quality Eff#1 i ~ Max BOD effluent value: 220 mg/I Max TSS effluent value: 150 mg/I Design of Entire Fill Cell depth at upslope edge (D): Cell depth at downslope edge (E) Distribution cell depth (F): Cover thickness over edge (G): Cover thickness over center (H): End slope width (K): Fill length (L): Upslope width (J): Downslope width (Toe) (I): Fill Width (W): Page 2 of 6 18.0 in. 23.1 in. 9.5 in. 6 in. 12 in. 10.6 ft. 121.2 ft. 7.0 ft. 24.0 ft. 37.0 ft. Design of the Distribution Cell Basal Area System Design Flow: 600.0 gal/day Basal area required: 3000 ft2 Distribution cell width (A): 6.00 ft Basal area available: 3000 ftZ Distribution cell length (B): 100.0 ft Area of Distribution Cell: 600.0 ft2 Observation Pipes Contour Elevation of Mound: 98.60 ft Location from end of cell (Z): 16.67 ft System Elevation of Mound: 100.10 ft Final Grade of Mound: 101.89 ft Mound Plan View ~ ~t~bserration Pipes `~ `z~-I ~ ~ K=- ~ ~~ ~ o~~ Dlstrib~_Itior~ dell ~~ Es ILK I Tilled ArealFill Material L Mound Cross Section Fi ~ nal Grade __ Observation Pipe {~ Synthetic Fabric -- - ---- .-G 4 Distribution Cell ~;'"---~. . ' ~.~ ---- S,yjstem Elevation -~=--~' . 1 i ~ o 1~ ~ ~/(II~Q[11~ ~ I ~' ~ p bl I I _. , ~ "~`~° F -i '~ ~--_ ~ 1~~ -t. ~~ Cover Material Fill Material ;~- L:~ttB ri invert d Area Slope u ~-Forcemain~SYstem Cantaur Notes: Fill material to consist of ASTM C33 Sand Distribution cell aggregate to comply with Comm 84.30(6)(1) Synthetic Fabric covering on cell per Comm 84.30(6)(8) pistribution Cell to have minimum 6" aggregate below lateral and 2" above. Project: Lightburn-Mound Tank Information Dosage Volume '~ N N ~.. T ~~ -~z w~ ~ A~ ~ 4+ T a pd 0 0.3!}- ____ . . ~P °~ ~ "~.. \ ~ ~~. ~ ~ m -~-J r "~! R1 A ~ ~ ~ `~ ~ ,,~ .~ ~ ~~ ~ ~ z z ~ ~ ~~ Z ~ ro ~~ u f '~~~ .~ -~~1 o~ ~ ,~ ~~ N ~~~ e ~ ~~~ ~ x ~ ~ I ~ e °c~~ '~a t./" ~ ~ f A 1 1~~ O~ ST CROIX COUtV'I'Y SEPTIC TANK MAINTENANt E AGREEMENT . AND OWNERSHIP CERTIFICATDJN FORM OwnerBuyer j ~ ~°~~ ;' ~i«.~~~~~"~-? Mailing Address __~~ ~ ' ' 1 f'`~ ~~~~~''~ Property Address IOtU {Verification required from Planning Department for nrw constnicttoa) ~~---~ City/State ~~-~~~ ct~~1?,v c1 ~ C ~. Parcel Identification Number ,~11~ ~" ~ ~3~ ~'~~~~ ~~ LEGAL DESCRIPTION Location '/< ~,-I~f+~)' '/,, Sec. ~15 . 1 3~ N-I'e,.l ~ W, Town of .-~a~~-~ ~•-'~'~~~, Properly -~~~ Subdivision _,-, .Lot # Certified Survey Map # ~,~ ~ ~'~ .Volume _ Page # --~~-~• Warranty Deed # ~ ~ S~ ~ q~ . Volume o~~ a .Page # ~~ Speo house ^ yes ,~1 no Lot lines identifiable ®. yes O no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result ixi it ~ premature failure to handle wastes. Proper maintenance consists of pumping out the soptic tank every three years or sooner, if herded by a licensed pumper. What you put into the system caa affect the function of the septic tank as a treatment stage in the waste disposal systam. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on•sitc wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maixitain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Departnieat of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and roturned to the St. Croix County Zoning Office within 30 days of the three year expiration date. ~ / (1 S GN OF PLICANT _(`~ DATE QWNER CERTIFICATION I (we} certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property descn'bed above, by virtue of a warranty deed recorded in [teF.ister of Deeds Office. ~ l _ //~ 1 /(/ V SIGN OF PLICANT DATE An information that is this-represented may result in the saniGsry permit being revoked by the Zoning Department. ****** s***s* y *• Include with this appiicatioa: a stamped warranty deed from the Rcgistcr of Daeds office a copy of the certified survey map if refareaca is mado in the warranty dead ?~S 1 92 U 2662P 07 STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number WARRANTY DEED This Deed, made between ~iar`ait~~I4lthode~~ _ grantor, and Robert S. Lightbuxn, 3r. and Kee y Lightburn, husband and wife Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in t oix County, State of Wisconsin (if more space is needed, please attach addendum!: i•uri. of tht; SE 1/.of NW '/.oF Section 15, Township 30 North, a 15 West, St. Croix County, Wisconsin described as follows: t 1 f Certified Survey Map filed October ZI, 2003 In Voyage 4634, No. 744421. ~~ ~ ~~3sa ~ C5~ J Na/m'e and Return Address C..~'T~I'g'w+aC' SYR-'1's~ S A.N K ,_ ) {($'00 V..1~rT-I'- ~jOV ~ttr`~/~+R.O `p~J` 014-~~fl-~ Parcel Identification Number (PIN) This is homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any. Dated this 3 I t`` day of August , 2004 ---------------__----_._---------.__...-----------------_..... __ ---_i~~- .__+.. * Harold H. Rhodes AUTHENTICATION Signature(s) _------_._._._.~__.___..__.__...__._.__.__..-__._-.--- authenticated this day of _.__> '~~j~~ ~ ~ ~~ TITLE: MEMBER STATE BAR OF WIS IN (If not, _ __ HANESTAD authorized by § 706.06, Wis. Stats.) ,~ ~.; THIS INSTRUMENT WAS DRAF'PSi~YrYA" Attorney Kristina Ogland ~^ Op T~ Hudson, WI 54016 !Signatures may be authenticated or ackttow[edged. Both are trot necessary.) KATHLEEN H. ~tALSH REGISTER OF DEEDS sT, cROIx co. , srz RECEIVED FOR RECORD 09/24/24 09:30Al1 trARRANTY DEED EXERT # REG FEE: 12.80 TRAMS Ffi£: 156.00 GpAY FEE: CC FEE: !'AGES: i Recording Area ACKNOWLEDGMENT STATE OF ~~r~p~.ss~.f_~_ ) ss. ~'r .. Cizo~c County } Persona!!y came before me this '31 sr day of August , 2_004 the above named Harold H. Rhodes, ____ to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. t ____ ~. - -_._.___....__.~- _ ~ _. ~ . _T Notary Public, State of ^e~r- ,,.rs:a/ _ My Conunissiogis permanent. {If not, state expiration date: s Names of persons signing in any capacity must be typed or printed below their signature. ~ tnfonnationProfessj~na-s Co., Fond du Wc, WI STATE BAR OF LVISCO~IStt`: ~T 800.655-2o2t WARRANTY DEED P'UR~t No. 2 -1999 /s y P` 7~+-~+4'`'' 1 VOL 17 PAGE 4634 iCATFICEER H. Mme`-'~-'~ REGISTER OF DEEDS ST. CROIX CO., MI CERTIFIED SURVEY MAP RECEIVED FDR RECORD 10/21/2003 01:10Pl1 LOCATED 1N PART OF THE SET/4 OF THE NW1/4 OF SECT/ON 15, T30N, CERTIFIED SURVEY KAP R15W, TOWN OF GLENWOOD, ST. CROlX COUNTY, WISCONSIN. REC FEE : 15, 00 COPY FEE: 4.00 PREPARED FOR: SURVEYOR: PAGES: ~ HAROLD RHODES THOMAS M.HEALY SCALE IN FEET 1" = 200' 3055 155TH AVE. S 8 N LAND SURVEYING, INC. P.O. BOX 144 2920 ENLOE STREET ZOa O ~OlJ GLENWOOD CITY, WI 54013 HUDSON, W154018 ~~-NW CORNER SEC. 15, T30N, A15W N 1/4 CORNER SEC. 15, 730N, R15W --~~ O N88°49'09'E 2850.74' ~ ud 1325.3T ~` r ~_ UNE OFTHE1325.3T V~p~,~~~ ~~~~ z ~• S00°24'47'E NW7/4 OF SEC. 15 ~~~~Q [o ~ ~ L1 W t,~ r~i ~ '~ a~ ~ 1314.31' --~lag'S1'42`E 1324.61'-- "r~ _ ~ ,~W{-, ~ ~' ~ae°1''Z~ •~~_~ N89°51'42'E 862.84' 'i ~~ ~ ~ o 925.34' r , ~ a ~' j t.. NORTH UNE OF THE SEt/4 OF THE NW1/4 S18°49'S3'VY ~~ ~ t ~ C~' ~ ~ ~ 1?o.9r ~ i ( z f- _ _ NW CORNER OF THE SE1 4 _ QI °~SI OF THENW1140FS SEETBACK '• / ~~`+ r ~ ( "uI ( LOT 'I UNE - ~._ ' • ~ ~ ~ Ipo. ~( ~( AREA INCL -OF-WAY •'~ ~ ,B f t~f (~ ( 14.15 ACRES (616,391 Sp. FT.) • ; `. ~ /~ ~ ~ ~ ~) ~; I AREA EXCLUDING RIGHT-0F-WAY •' ,~ U~,,~ / fr y I (~I ©I 12.98 ACRES (565,578 SQ. FT.) .•../~`' f/ ~ ~r . ~I ~ I r ~ ~ nL (~, (_ D.O.T. N0:55-128-3826-2003 •'' / , ~~ rr 1 >, 1 ~I ~) ~ ''/ ~,~~" i CAUTION-HIGHWAY ~I ©I ~ , •'~'`~ ~ i 5' / ~ SETBACK RESTRICTIONS ~' ~ ~ ~ •, •'/ ~ ~ ~/ I PROHIBIT IMPROVEMENTS. r '8 ~ •••/. ~ / ~ SEESHEET3 ~~ •'~~ t I ~ ' Z •'• ~<~ ~ : ~~~ CURVE DATA TABLE .~G ~ ~ ~ •'•/ ~`~ ~~,`~ SEESHEET3 Qv' / vii •'' / ~ i ` _~ •''/ / ~ ~ ~~ oc •' / / ~ ~, - /' ty NOTE: i ci / / V ~~~ At the time of this survey, Lot 1 shown hereon, existed == 3 `u~~~ , i / as a legal conforming parcel. This map has been I w ~ t r_ ~ ' ~~ prepared to more clearly identity this parcel. No new II...__, t ~,.! ~ / i~ lots have been created Uy this instrument. 1 _ ~j ~~+?a, ~ I U .j 2rS ~ ~ ` ~i'• I v / .+._.~ zsai.59~ SEE DETAIL I SW CORNER OF THE I ON SHEET 2 ~ ~'SE7/4 OF THE NW7/4 N98'S4'15'E 5285.27 ~-_~T-WEST OW WTER UNE ~~ LEGEND FOUND ALUMINUM ST. CROIX COUNTY SECTION CORNER MONUMENT FOUND SURVEY MARKER NAIL SET 1" OUTSIDE DIAMETER BY 1$" :,~ S1/4CORNER ~ LONG IRON PIPE, WEIGHING 1.13 LBS. SEC. t5. T30N. Rt5W PER LINEAR FOOT ' ' ' ' ' • ' 100' BUILDING SETBACK LINE m FOUND 3/4" REBAR • FOUND 2" OUTSIDE DIAMETER IRON PIPE THIS INSTRUMENT DRAFTED BY: BRIANA GEISSINGER JOB NO. 6291-02 DATE: 05/08/2003 REVISED:10/03J03TMH,~o/y~/q3 Aasr SHEET 1 OF 3 SHEETS Vol 17 Page 4634 ~ , , 1 i Mound System Cover Page ~, ~ 6 .r... . ~~E~~~ conce~rE Project Name: Lightburn-Mound I! Owner's Name Robert Lightburn Owners Address 244 Magnolia Drive Glenwood City, WI 54013 Legal Description sE ~ %4, rvw ~ %+ Sec 15 T 30 N, R 15 ;~w ! ~ Township Glenwood -- County ~ Salnt Croix ~ Subdivision N/A Lot# ParcellD# Pending ' b~ Table of Contents ~~~` Pg. ~~ 1 Cover page 2 Mound Sizing Calculations 3 Pressure Distribution Layout and Dynamics 4 Dose Tank 5 Management and Contingency Plan ~~(~~~V~p 6 Plot Map S ~ ~ 1 ~ 2004 SAFETY 8 81i1~ [AU total # of pages: 6 Designer Name: Lyle J. Myers MP/License #: I.D.# 224617 Date: 9/2/04 Ph. #: 7156432520 Signature: Mound System Design Methods Used ' per "Mound Component Manual For Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10691-P (N.01/01) ~ , per" Pressure Distribution Component manual for Private Onsite Wastewater Treatment Systems" (Version 2.0)SBD-10706-P (N 01/01) Spreadsheet provided by: 3bAdvisement N12486 220th St, Boyceville, WI 54725 Ph: 715-843-8068 email: 3ba(~3badviae~rtent.com" •~ t ., t ~ ~ Mound System ~zor s Mound Sizing Calculations Project Name: ~~~ - 4 bedroom mound Site Conditions Design of Entire Fill Project Type: 1 or 2 Family Dwelling ~ Cell depth at upslope edge (D): 18.0 in. °r6 Slope: 7 % Cell depth at downslope edge (E): 23.1 in. # of Bedrooms: 4 Distribution Ceti depth (F): 9.5 in. Depth to limiting factor: 18 in. Cover thickness over edge (G): 6 in. Absorbtion rate of fill material: 1 gallft2lday Cover thickness over enter (H): 12 in. Absorbtion rate of in-situ soil: 0.2 galfftz/day End slope width (Fn: 10.6 ft. Effluent quality ~~i. ~ Fill length (L): 121.2 ft. Max BOD effluent value: 220 mg/I Upslope width (.1): 7.0 ft. Max TSS effluent value: 150 mg/I Downslope width (Toe) (I): 24.0 ft. Fill Width (W): 37.0 ft. Design of the Distri bution Ceil Basal Area System Design Flow: 600.0 gal/day Basal area required: 3000 ft2 Distribution cell width (A): 6.00 ft Basal area available: 3000 ft2 Distribution cell length (B): 100.0 ft Area of Distribution Cell: 600.0 ~ Observation Pipes Contour Elevation of Mound: 98.60 ft Location from end of cell (Z): 16.67 ft System Elevation of Mound: 100.10 ft Final Grade of Mound: 101.89 ft Mound Plan View L Final Grade Synthetic Fabric Distribution Cell System Elevation COVer IV{at@nal Fill h+laterial Mound Cross Section "'--Observation Pipe G fit) i ~ .,+t... j {,1c~, ~Trr,1£!ft u ~~,,.,~--Slope ~`'~-Forcemain Notes: F+N material to consist of ASTM C33 Sand Distribution ceN aggregate to compy with Comm 84.30(6)(1) Synthetic Fabric covering on ceN per Comm 84.30(6)(9) Distribution CeN to have minimum 6" aggregate below lateral and 2" above. ed Area Contour L ~ • , Mound System Pressure Distribution Calculations Project Name: ~~ - 4 bedroom mound Lateral Layout Lateral elevation: 100.8 ft Rows of Laterals: 2 • Manifold type: ~~ Orifice diameter. o.iz5 ~ tn. # of Laterals: 4 Distal Pressure: 5 ft Lateral Length: 49.5 ft Orifice SpacinglDistribution Orifice spaang (X): 21.60 Inches Orifices per lateral: 28 Avg. ftz/Orifice: 5.36 ftz Page 3 oI 6 LateraVManifold Design Lateral diameter. ~vz • In. Lateral spaang (S): ft Lateral to cell edge: 1.5 ft Lateral discharge rate: 11.53 gpm System discharge rate: 46.14 gpm Manifold diameter. z • In. Manifold length: 3 ft Forcemain Friction Loss Forcemain length: ft Forcemain diameter. z • ln. Friction loss in for+certtain: 11.174 ft Lateral Side View ~ Lateral Manifold Lateral x x x x x x~ x x x x x 2 2 stare Lengt Lateral Length Lateral Plan View -- Lateral Length ` ~ Tum-up wlbaM calve or cleenout P~4 Or~ices on battam of lakeral equally spaced F'NC laterals and forcemain to comply wdh specifications per Comm 134.30(2J(e] Forcemain correction aia tee of cross to manifold at any port Clean Out Detail Bean-out plug Grade 1-or ball valve Observation Pipes ~Alater tight arp or plug Sprinkler Bax Long Sweep 90 ortwo A5's--~ 6" Minimu~ Note: Closet Cdar may be used in place of 318" bar -318" Bar y ~. I Mound System Septic, Pump and Dose Tank Project: ~~ - 4 bedroom mound Tank Information Pump tank manufacturer: Weser Concrete Pump tank size/model: wi25o/75o-rIR • Pump tank gal~nch: 16.12 Actual Pump Tank Volume: 758 gal Tank bottom elevation (inside): ~ 67,82 ft Septic tank sizelmodel: yY1250~p.~ • Pump and Filter Pump Manufac~un3r. ZfJELLER Pump Model: 165 Effluent Filter. Zabe{ Al Note: Access opening of sulrrcient size to be provided to flow removal of filter Opening to terminate at or above grade. Pump Tank Diagram Watertight Locking Cover 4 Inch Wdh Worming Label Minimum "'-' inishet Grade Altema~ Outlet Location Eled. per Comm 16.28 and NEC soo Weep Hole i4 or Anti- Siphon B Device C D 46.1 GPM 49.7 Feet a~e4ae Dosage Volume Forcemain drains baGc to tank? Q Yes Q No Lateral void volume: 20.9 gal Dosage to absorbtion Cell: 104.6 gal Forcema{n volume: 45.3 gal Total dosage: 149.9 gal Total Dynamic Head Are laterals highest point? y if not, enter highest elevation: 0 ft System head (distal x 1.3) 6,50 ft Vertical Lift ("D" to lateral) 31.95 ft Friction loss in forcemain: 11.17 ft Pressure loss from filter. ~ft Total dynamic head (TDH): 49.62 ft Dose Tank Levels In. Gal A Reserve 25.7 414.6 B Pump off to A{amt 2.0 32.2 C Total Dosage 9.3 149.9 D Effluent depth for pump 10.0 161.2 Tota{ Capaaty: 47.0 758.0 Pump must be capable of: and head pressure of: . .~~` I tILL ~1 I w ' ~~ _._. j SD F. w 1., a K G ,7~ ,t f , ~ I -1 I .~ .. ..:...... t U ~ ~~ PUMP PERFORMANCE CURVE MUDE! S 161l4161.163f4183•tA514165 uocE!6 tg,w,g, ,euNe~ ! 16sta185 +~ 4:w I -.a A. 1 a.. or u.. r- G t12 ~. ~M 111 61 'AI {I •- IJI1 ~ 1 1F 41 Tu ~ ...11..~1~~+iS,.I.. ,~ •r. is u, SD ac rc x ~ ,;~ ,ta ~~,u R6W PCR MINUTE 'y"{^~'" 0471a0a IAA•,6 1 1.... f 4 I P 1I!}'f ti • t t 1R HPr srAN[WN6 •,t vt!NnT 1 .BNpr 'OltAtll 6 !K A MI ANI}4 yKj~, Stonaard all modN~ • 20 k. ccrd • ':, MV _. . 161 MODFIb Net MI(lI)ELb ~ Control ieNetlen - - - ~ LhG ~nal+ fu! tkuah Sal ,,,_.,. , ? Vdu ,, _, Ph MoM i Amps -. r 8knpbx .. .. . C{!Ow+ CiA i UL 1d1g' .___ ' ,.S t Auks , 15.5 ~ ti V I Ntlt Nl11S• tt, t Nm i t5.5 ~ 2aSt5, j_... 485 ' ~ v Y 1° ~'~ Etfil E4151 230 . Nut r5 " I f 2or3i5 ~ 4 a 5 Y Y _... ' itst k161 260.208 1 I Nrn 86 ' 2ttr3 5 4aD Y N ,~ ' :1~L .14, 6 t 100.2GA_ „~•~ ,.Non '.4 7 8 6 ... ., 4 a 5 ~ Ft6• F<16t 27C 3 ~~ Yet EZ 3dy ar5a Y ~ Y ..• Gt5' _~. Wtgt ~44r~ }+ Non... 2.S 3d5 4ai ~ Y t Y 4:and+rd all mooels • 2i h. cori •'•~ MP , 1S3M0'OELS 1165MODELS j -COrltrcl a n _._. ,~~_~ i Singl+ Sal Oou4k S++I I, ~oNc Ph Nada amps . 64r,plex I ... ~ l}uple: CiA I UL ` Mia' -- 115 r . Auto _ 15.0 0 15 t I_ _ SS5 ~ 2 _-.•-- 4a3 V i Y ~ Yn' N155 N~tgJ t,5 Non . i ar . _ _... i v ptE3 -^- I ..___._ 230 _ 1. Auto ]S . i t . Y ~• E,67 _..._.... Es16J• ~ X70 ~ I Nor. ~ ~ _ iR 2or3a9 4b5 _ •_„_._Y Y _.._.. _ • Hta'r ..«... -- ~ 100-2Gtl ~ t Auta ~ 8.5 , j _ --- Y N • ,t52 .~ K:63 706'206 t N~1~ _ ~ tl.5 « I 2or3iL i .._ 48: Y ~ ' :IbJ I~ .1•t5,+^ 2~ ~~ µ~ ~ f,C i ]~S _ ` ~ .45s ~ Y r • s•:fl7 ~' Ft1RS liL 3~ Non ~ 4.E a5._ _ aa. r r • Gt6i ~Ci,64 456 71 Nvn. ~ 7F ~ 3lLS Ia5 Y Y Sta ndard 01 models • 10 -1 hIF , 165 MODELS 4t6: NOOEL5 ; Control ilIlglYl Uat hps 6m k bey Deub~ ial ~ ; Voke Fh Modtr ... Ampa ._ I gas ax DupMx C8A 1 UL 1 .. pt ,._.__..... ..ter 1 •:30 i' t Aulo .r.- 10.2 t i ._._.._... Y 1 ) .V.... _ CttiS .. ~-~ _.,_.~...... E4565 : '1230. ~ `~ Non iQa+ 2or3 S 1 ._485,_ Y .i Y { r,,66 2d0.208 , ~ 4u;D 2.6 1 1 I ~..... Y N •ng5 " I' ~4ta!s '+ 160-iC~ ~ _ «._ t 2.5 ~ 2ar3ib..,y, 4 Y N • I' 206 .206 7 tw ~ 'S ~ 3a5 i •a6 Y Y ~t85 ,Nt6S - ~~ _ _ ! i 1 j 0 i I J8 435 ~ Y Y 'Ft6~ FF1S5 i3C ,. , n ; . ... ~ - . __... .... • Ct6'S _,d 1Cdr 4&7 9 Alu^ i 7 ~ - _~ 3a5 ~ 663 Y„ I Y • BAt65 . __. ._.. _ BAi tgS 5r5 .. J Non 3.0 i 3 3 S I _ 4 e S N j N • tiu N~tea ~ :r4 8 Y+ -- I ~.- S tf2 +i I i I I t•'y • A __~_ t• 1Itl' t1 v7NPTSTANDML f . ~ r t, •.n NPT • 1 olt " ~ 1` 6 NM ~_.~ ~ tl AVA;L4tlltINAr•LANGE ~ I I I ~ 1 1 ,~ i the i `i ) S I~~~~~ --~tir II u .l II 1 5b ter. i SELEC?ION C~iltOE 1, Irtteflret ttoet openctad meFhanital swirh, ,a extemt+! mnlrol rcquirtxl, Z. Fyr wulomatk use slttple p194'pak VafiaGe row! east sw!tdt ur double plppyraaur vartaola royal feat swixh. Rehr to FM0477. 3. See FM12251a cort+:tt ~tadel ar s'r+tplex control genet. ~. Soo FA10712 far correct model of duple: Con1r01 parol. 5. vtMede pv~t oonaot awnott '6.0225 used as control ectiveta, apscify slmd~ i311oet a dudex t3) yr {4- that system. ' Ul I. 5t*' ,Nr ~,YrD,n Mlh, }0 Nrv, ywy. Fol'r,rurr~taanon+OSCOnplloeg'erPnx'•wtanMtoat~opa+Pipp]DeCkVerIODkLMt}~ Alllnatarlatlonoteonlrola,protKilonoevlota+nowlrlnpshoulebeCOnebvaC~a!ifwdllanaw II t~+~td>F! FAW+]i: ENooiaalNlemctn, FS10485 MacM,r+G~lNlorrVla. FMOA6d;IJam Dacksga, eleeatwn,AllekcvkaranaaattryeooesahauldDefolb+wdircludinpthomostrttientNaUv!ul FAIO'12; :rd SurtrP~Sawaga 8at;rat. FMp487 Eleorrtc Codc )NEC) and the CCCYP+tia+al9Atar tmd YNoNh Act {DSMA). RESERVE POWERED DESIGN • For unusual conditions a reserve safety factor is engineerod Into fhe design of every Zoeller pump. ~ Copydsnt 2003 2oetler Co, All ri9hie rossnred, Z/2 a~sd ~Wb'91~Ot b0•GZ-~OO ~ LZBB Z5S 94L l •`OOIE 3ar'~asel dH s~8 ~Ue3 N ~ ~~ t ~ T 4 ~L w~ ~ A~ ~ O~+ v Od a 'o. 'fi~- Z. ('~ Q .A~ v ~ ~ ~ ~ ~ ~ ~ Z ~ Z ~ w o~ ~ ~ Z ~ u F "~~~ R ~ ~ O~ q ~, ~ 4w TN y~~ e ~ z ~ ~ '~ x ~ ~ ~ e c~ • c ~ /~ -~ V, 1 ~~~ 0 .o v ~ ,! ~~~ N ~' ~~ commerce.wi.gov i ^ iscons~n Department of Commerce T INSPECTION REPORT SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street Chippewa FaIIs, Wl 54729 www. commerce.wi. g ovlsb (715)726-2544 Date of Inspection: April 14, 2005 Project Name; Lightburn Use: New Residential Legal Description: SE, NW, 15, 30, 15W Site Number: Subdivision: Proposed CSM Municipality: Town of Glenwood County: St. Croix Plan Transaction Number: Sanitary Permit Number: Wastewater Flow: 600 gpd Persons Present: K. Grabau Plumber Name and Address: M~ Y ~ ~ ~~OS S/; CROIX Certified Soil Tester Name and '~tG pFF~~T Michael J. Myers, CST 267985 2943 130'h Ave Glenwood City, WI 54013 Owner Name and Address: Robert and Keely Lightburn 244 Magnolia St Glenwood City, WI 54013 Onsite soils verification with the county inspector to determine if the reported sol conditions are accurate. Two hand dug soil borings were constructed in the area evaluated by CST Myers on 11/12/04. Both soil profiles exhibited redoximorphic features as iron concentrations and depletions immediately below the A horizon. Myers had reported 5-8 inches of subsoil without redox features and depths to seasonal soil saturation of 13 to 20 inches. The evaluation completed by myself and Kevin Grabau indicates that the seasonal level of soil saturation should have been reported as 0 inches pursuant to Comm 85.30{2)(a), Wis. Adm. Code. At face value this site is not suitable for a mound system since the site must have at least 6 inches of unsaturated soil A holding tank option is not possible since the county prohibits holding tanks for new development. If there are any questions regarding this report, please contact me. frrit~ y G. J sky, a water Sp ialist Ljansky@ mmerce. ate.wi.us E-mail 715/726-2544 Voice 715/726-2549 Fax cc: County ^ Plumber ~ CST Owner ^ Other Parcel #: 016-1033-10-050 02I14I2008 02:18 PM PAGE10F1 Alt. Parcel #: 15.30.15.244A-20 016 -TOWN OF GLENWOOD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -LIGHTBURN, ROBERT S JR &KEELY C ROBERT S JR & KEELY C LIGHTBURN 1566 HWY 128 GLENWOOD CITY WI 54013 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description ' 1566 HWY 128 SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 14.150 Plat: 4634-CSM 17-4634 016-03 SEC 15 T30N R15W PT SE NW CSM 17-4634 Block/Condo Bldg: LOT 0 1 LOT 1 (14.15 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 15-30N-15W SE NW Notes: Parcel History: Date Doc # Vol/Page Type 02/06/2006 818002 EZ-U 09/24/2004 775192 2662/79 WD 10/21/2003 744421 17/4634 CSM 1146/109 WD 2008 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/18/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 17,500 129,400 146,900 NO AGRICULTURAL G4 12.150 1,600 0 1,600 NO UNDEVELOPED G5 1.000 100 0 100 NO Totals for 2008: General Property 14.150 19,200 129,400 148,600 Woodland 0.000 0 0 Totals for 2007: General Property 14.150 19,200 129,400 148,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 10/1212006 Batch #: 06-17 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 p L~ (~ [~ ~--- ~ ~ a~ ~ s zoos , CERTIFIED SURVEY~I~P LOCATED /N PART OF THE SE1/4 OF THE NW1/4 OF SECTION 15, 730N, R15W, TOWN OF GlFNW000, ST. CRO/X COUNTY, WISCONSIN. PREPARED FOR: SURVEYOR: ~~ HAROLD RHODES THOMAS M. HEALY SCALE IN FEET 1" = 200' 3055155TH AVE. S 8 N LAND SURVEYING, INC. P.O. BOX 144 2920 ENLOE STREET 2~0 ~ 200 GLENWOOD CITY, WI 54013 HUDSON, WI 54018 ~~'-NW CORNER SEC. 15, T30N, R15W N 1/4 CORNER SEC. 15, T30N, R15W --~~ _ N88.48'09'E 2650.74 _ 1325.3T ~` ~__ UNE OF THE{326.3T ~pPdLa~f4C~DD dlQG~ID ro ~ ~~ S00'24'4TE NWl/4 OF SEC.15 ~~~]~~ ° ~ ~~~~ / ~?, m ~ ~+1314.37' -~169'51'42'E 1324.61'-- fs _ \ "~a 81~ ~'"~ N89°51'42'E 862.84' 'l • a2e.3a' rr ~ ~ ~ ~ j I~_ NORTH UNE OFTHE SE1/4 OF THE NW1/4 S18°46'S3'W <~ I ~` I I ~I ~i ~I ~I ~I ~I Igl ~I ~I l~loo~ ~I ~I BSI ~I ~I ~ ~ ai~io; ~~~ r -, I ~ ~ ~~ ~~~ ~~~ 3 ~ ~, ~ r- i~~ ~ .~ ~ ~, I 1 ,/^` SEE DETAI ON SHEET I 120.8T ~ 1 ! _ NW CORNER OF THE SE1/4 ~ ! I OF THE NW1l4 OF SEC.15 HIGHWAY : • / j ~~ r I SETBACK ~.~'r 1 UNE - _,~._ ~/ ~ j 1 AREA INCLUDING RIGHT-0F-WAY ~ ~ ie i 'ion 14.15 ACRES (616,391 SQ. Ff.) ~ ~ // ~ ..~ :'/ i , AREA EXCLUDING RIGHT-OF-WAY •' / ~~ ~~ ~ ~ r 12.98 ACRES (565,578 SQ. FT.) .•• / / D.O.T. N0:55-128-3826-2003 •' ./ , w 8 ~ $ ~ z 7 r ~' •// ./ / -~ ~~/ti i /~. i ~[,~PdG144 D OUI[~]C~D C3~7 CP NOTE: At the time of this survey, Lot 1 shown her as a lapel conforming parcel. This map has prepared to more Dearly identify this parcel, lots have been created by this instrument, ~j • ~ ~/ 155 _ r~ ~ SW CORNER OF THE '~SE1/4 OF THE NWl/4 ~~ ,~ ,,~ , ~,~. , •'i •,% /Q~ ~~ / ~ ~ ~~ ~~~ 744421 VOL 17 PAGE 4634 KATRLEIrA H. M7CGSH-"'-- REGISTER OF DEEDS ST. CROIX CO.L MI RECEIVED FOR RECORD 10/21/2003 01:10P1! ~------ CERTIFIED SURVEY I'lAP REC FEE: 15.00 COPY FEE: 4.00 PAGES: 3 N~~ ~~ ~~ OO ~a~ ~~~ ~~~ ~~ I CAUTION-HK3HWAY SETBACK RESTRICTIONS PROHIBIT IMPROVEMENTS. SEE SHEET3 I~ .~ %~ ~ ~ ; ~ ~ ~ SEER E~DATA TABLE ~\~y '~ 1 ,~ /. ~~ ~. ~ V ~'~ ;~ th AVENUE 1323.64' . Na8'S4'15'E 528b.27 j --EAST-WEST QUARTER UNE LEGEND FOUND ALUMINUM ST. CROIX COUNTY SECTION CORNER MONUMENT FOUND SURVEY MARKER NAIL ~ SET 7" OUTSIDE DIAMETER 8Y 18" LONG IRON PIPE, WEIGHING 1.13 LAS. .~./ ./ 'i/ .~ dG~144C~Gw3 ~ g e«,, e>~ated I ~ c~i bin w t7S No new ~-J ~ 1 1 11~ I 1 28i7.5tY~ ~I x S 1/4 CORNER -SEC. 15, T30N, R15W !~