Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
020-1439-32-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Kislin ,Lee and Lori Hudson, Town of CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic - Gf/` G. ~ / Zd~ Dosing D DO Aeration ~` , , / / I ! ~~/ K- Holding ~ ~Q~ - TANK SETBACK INFORMATION ~D ~ hG'Y~u2~-~C ~l TANK TO P/L WELL BLDG. ntto Air Intake ROAD Case , ., (Septic ~~ ,,,-~ ~ ~ . j ~ ~ , ~ CX,o ;-~.u-~ (~,,.,.~L.~ ~3> Holding I _~~~D ~~ / ~ /~" I/~~ S~ ~ , G'~ PUMP IPHON INFORMATION ~l~~~rr ~d anufacturer CP3 errand GPM Model Number E I O~ ~ ~1_'Y/~ 1O0' TDH Liftl j ./ ~rictio~ Loss System He dA %" ,~, TDH 5 / Ft S Forcemain x Le~gth 7 ia~ ~, Di . to W;I ~ county: St. Croix Sanitary Permit No: 514891 0 State Plan ID No: f Parcel Tax No: 020-1439-32-000 Section/Town/Range/Map No: 25.29.19.2758 ELEVATION DATA STATION BS HI FS ELEV. Benchmark ~ . ~ ..~ 9/ /.~ Alt. B,Iv1 { .7l . 0'Y . O ~ Bldg. Sewer // • ~-3, rrt G~- G D l ~,S ~l SUHt Inlet T P. ~ 0,08' S~'~ S .23 SUHt Outlet ~` Dt Inlet ~ Dt Bottom ~9 ~ ~~, . 7 SO. a er an. ~~ ~ 5,~ ;~ ~8~ 2, .S ~I 6.0 ~ Dist. Pi q L/ ~ ~" 7 y ,,, _ L l/l~l:~ ~.d CI ~'. S~D Bot. S ~,tem vs S-eG w~ j~y~ St Cover ~y2 ~. i (~ S -9S I' ~ 3 lLm.¢ - y` ~ 93.7 / y ~: ti2.2 ~ SOIL ABSORPTION SYSTEM G1 //'D O U ~ ~1~`-firi5~-(/ BED/TRENCH Width r Le No. Of Trenches PIT OIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~ ~ ~ ~ SETBACK SYSTEM TO P/L BLDG WELL AKE/ REAM CH N Manufer: INFORMATION CHAMBE R Est Typ Of System: ~ r ~ C r \ ~ ~ + rn f ~ / , Model Number: ~ ~ DISTRIBUTION SYSTEM ~ L ~„-,J l ,~ i/ 0 n /J /7~/~.~-. Bader/Ma ifold D' i ~ r x Hole Size x Hole Spacing Vent to Air Inta ~ i L h Di S i ~ ~- ~ Length pac ng engt a SOIL CO ER Y Proccura Svc}omc rlnly YY Mnund (7r At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center / BedlTrench Edges /~~ Topsoil-- Yes ~ No Yes No l COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~°~ / ~l0 /~~ ~/"Inspection #2: / / Location: 913 Highlander Trail Hudson, WI 54016 (SE 1/4 NE 1/4 25 T29N R19W) Indigo Ponds Lot 32 Parcel No: 25.29.19.2758 1.) Alt BM Description = ~~~~~~ 'Sj// ~~S Q~ ti'-~~.Gt-~t~p~. ~?~ G~G¢- ~ ~ ~ , 2.) Bldg sewer length = 35 ~~.~~ (1`~ Gu~ //L,}~QI/CI~ L o ~ /~r~ ~~~~ . w r~a~ ~C~illG`..~L(ln - amount of cover =\' ~ f / ~ ~/.L~- S.TC-C~~ (,~'~l~tt'/fi ~ IZ4/Q,(~~ ~ZIJO~ Plan revision Required? ^ Yes ~o / ~ p ~ ~ / J~ Use other side for additional information. ~1a _/'~ Oo ~2,(/yti/n~ i ~l Date ,,,,,, I`nse~ctor's i na re / ert~to. SBD-6710 (R.3/97) ~ ~y{/~LQ~L'/,~- ~~~l ~~i-~/ ~ ~~ i / A //,-,~1)/ -' // Bevis r av~ Commert:e.wi.gov ~ ty and Buildings Division ashington Ave., P.O. Box 7162 County ~ t ~ sco n s i ~ icon, WI 5 3 707-7 1 62 I)epartmertt of Cotnmerce Sanitary Pe9~it%um r to filled in by Co.) t !~-~ Sanitary Permit Application State Transaction Nusstber l bmission of this form to the appropriate governmental Wi d 2 Ad C 3 21 /-mi ~ e, su m. o ), s. . ( In accordance with s. Comm. 8 unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS aze Project Address (if ifferent than mailing address) submitted to the Department of Commerce. may be used for secondary p/3 ~~,~~,~ T/!~L u oses in accordance with the Privac Law, s. 5.04 1 ' `r D 1. A lication Information -Please Prin All Informs on Properly Owner's Name Parcel # ,~;~. ~, DEC G 8 00 0 - Property Owner's Mailing Address Property Location /+ 9 _ ST. CRQIX COUNT Y Govt. Lot C ~~~) ~ City, te Number ~~ y., ~L ~/., Section (circle otteL U - T ,~ 9 N; R~ E orQiyJ k all that a l ) h T f B ildi II t # pp y ng (c ec ype o u . 1 or 3 Family Dwelling - Number of Bedrooms ~~_Q~/L 3~ Subdivision Name Block # T ^ Public/Commercial -Describe Use ^ City of • ^ State Owned -Describe Use CSM Number ^ Village of Ill. T ype of Permit: (Check only one box online A. Complete line B if applicable) A' ^ New S stem y ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Moditication to Existing System (exphiin) B. ^ Permit Renewal ®Pertnit Revision ^ Change of Plumber ^ Pegrlit Transfer to New List Previous Permit Number and Date Issued • Before Expiration Owrier ¢ _;,,• ~ ~ O ~•' ~~ d IV. T e of POWTS S stem/Com onent/Device: Check all that a 1 Non-Pressurized In-Ground ^ Pressurized ln-Ground ^ At-Grade ^ Mound > 24 in. ofsuitable soil ^ Mound < 24 in. of suitable soil '~ ^ Holding Tank ^ Other Dispersal Component (explain) Pr r atment evice a sin) V. Dis ersal/i'reatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (st) Dispersal Area Pr~pgsed (sf) System Elevation 00 . = 3_ Vl. Tank Info Capacity in Total # of ,Manufacturer ~ Gallons N T E i T k i k Gallons Utrlu ~ ~ u t? d 2 " ~' ` ~ = `~° ew an x st an s og s ~, _. _ c a U :; in ~, . d, rn - ir: C7 P. _ Septic or Holding Tank q _O / _ _ .T _ Dosing Chamber , y ~ V1I. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POVVTS shown on the,attached plans. Plumber's Name (Print) Plumber's aturo MP/MPRS Number Business Phone Number 3~ 'ice 3~6; Aso Plumb s Address (Street, City, State, Zip Code) ~.' / / /.S+ ~l~ !N 510 Vll[. unt /De artment Use Onl pproved ^ Disapproved PerRmit Fee $ ~ '/ Date Isspu~e p / o wing Agent nat e ~ ~~C't~ ^ Owner Given Reason for Denial " ~ o Q IX. Conditions of Approval/Reasons for DisaRproval < ~ e ~~Z CA-lt v~--C ~ -~. ~ p EM OWNER: l~I~~~ ~~~ ~ e luent filter and _ d - -• - ~ , iced I maintaine ~ plSNet aa~ ~°~~ ~ ~ """~ -- ~ fe~~apl$t(if11B~{ystem and sub~o the County only,~on pa~per~n,/ot less than 8 12 x I l in es in size ^ • ~ ~ as per management p ~.1 /, ~ ~~~~1~ ~/3"L_ 5~~~1,Q4~7%f d o` 2. All setback requirement~~srdinances. aintained , / 7_''/~,~1 (/ SI19~99~QIQ~~j ~a~i~thru 01 /09 ~ ~~~/ fir' tw' ~ ~-~~~~ ~~ r avr:2 isa .''a ~ oit;M/l1aFr'RTr L.rNF 7'i'3fc EfrfLcn/7' /.L'NE.f' LS HOLE V%tJ%/`.r~31.~'ION ,(~a,+c ~itv~r~rr !.l/VE ~ ~ ~ ~ M.OT ~e CAOia aEC1'tCN PI.M~ ! i TAPI~A EA0/. IEXCI-YATMIi~i N~iC ~y ~ SLapF ~ 1!~ V~ ~P ~ ~--_--- ~ 8.67'. /oS /a3`v~95~v 6/r,~..c~-i2 Cc~i-rdr„~,~vrrofv ,17: i°Gj lNITN NotYLdK /°L S~+F.tfiL!/Q'.v.'• F..zFTEi4 ~~' ~.vv J7~iiavt r ,iOLA.a~ , 'Y ~vG -,r'GV~c~~. y0 J3L p 6 ._.t•Ew,E.R - ~"'~ f-~ >v: F, / /?ESI'OtNGE SS -~fi fY1JM .1~0VYH /r'.RAf~,Lr~Z~~Y -9 x.17-t CL oSE~T f ~ft/T' G~urt _--.--_ __....-- Y. oc:7/e ~+LUFE' ~ E ' d \ I ~ D Tp.1 i ~ r-ya.~c- '~ F~, ° 9 s d~e/i/~ ate,. G~~ T i b v' ~ --_ -/o"Y:p/L JCnc~L SLE-ru~' I-/Ir~'/ yu \ i `, „~ r~r ~ Ffiwco CocFPt.CR Er 3~, q ---_---rr xa t ~~~ ~ ~ (' 1Al ~ y 1 T ~ -._` _ _ ~ _. `. / ~ED/l PON! .lZE~i'nE~/Cl~ ~~O~CH ( . , w.. .~~./.ZCr< / ~Ti4~v4Ai20 ~ih/Jt~ - O.QJE/tVi~-7loN /~'~ VjFYvT Ci4P ---a111~ D/.~Sf11VAr1on~/i%E~.~TivckTo T6~tz~rr` /.~~ikQo/E ~tio~E fz~-srsN Car2/oat f'hpxr~ a,~ ,96 ° Co l~ER y "i°V[ .f'NE[ ~o ~ ~tr~~ctive uaro~+n 1ivvE,R7~' -•Et-I i ~ UGEIWiE' J Ica. t~rMa ar: T/PEII/'CNFS ~o,,r~.~~~ c = 9y ~v ~3Z T/ZFi~/c.NE.T ,D.av4L" ` ..T•0~0 B ~ a+o~ vow ~~~ l~• ~ ~~ ~ S.~ ~ X 5~~,(z~ ~4~`•~ ...zivr~tr~vTy~¢ ,lxrr~.r, Jv, s~4 r~~- Multlport Eod Cap ' ~,~;;~~; ' Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design 400.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) 22.00 Site Slope (%) 98.20 Contour Line Elevation (ft) 30.00 Depth to Limiting Factor (in) 0.50- In-situ Soil Application Rate (gpd/ftz) Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information (C or E) c Center or End Manifold 3.00 Lateral Spacing (ft) 4 Number of Laterals 0.125 Orifice Diameter (in) Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 6.00 CeA Width (ft) Are the laterals the highest point in the distribution n network? Enter Y or N If N above, enter the elevation (ft) of the highest point. 113.00 2.25 Estimated Orifice Spacing (ft) = 6.82 ft2/orifice 2.00 Forcemain Diameter (in) d ~ '285. orcemain Length (ft) Does the forcemain drain back? Y 1.50 ump Tank Elevation (ft) Enter Y or N ~ -~"o. ~i Q~ System Head (ft) x 1.3 46.49 Forcemain Drainback (gal) ~~ 40.54 Vertical Lift (ft} 62.74 5x Void Volume (gal) 7.84 Friction Loss (ft) 109.23 Minimum Dose Volume (gal) ~~yi 0.00 In-line Filter Loss (ft) 36.25 System Demand (gpm) UU ~~ 54.88 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection C~ in. dia. o tions choice in. dia. o tions choice 0.75 1.25 x x 1.00 x 1.25 x x 1.50 x 2.00 x 3.00 x Treatment Tank Information 1250.00 Septic Tank Capacity (gal) Wieser Concrete Manufacturer 1.50 x 3.00 Gallonsllnch Calculator (optional) 757.64 Total Tank Capacity (gal) 47.00 Total Working Liquid Depth (in) 16.12 gal/in (enter result. in cell 649) Dose Tank Information 757.64. Dose Tank Capacity (gal) 16.12 Dose Tank Volume (gal/in) Wieser Concrete Manufacturer Effluent Filter Information PolyLok Filter Manufacturer PL-525 Filter Model Number Project. Lee & Lori Kisling 4-bedroom residential mound Page 2 of 9 Center Connection Lateral Layout Diagram Project Force main connection via tee or cross to manifold at any point. P •=Turn-upw~'ball valve or ,,FX cleanoutplug Holes drilled on the bottom of the lateral. Laterals are identical xl2•~` Laterals & force main of PVC Sch 40 per COMM Table 84.30.5 S ~L Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.29 ft Lateral Length (P) 49.24 ft Orifices per Lateral 22 Lateral Spacing (S) 3.00 ft Orifice Density 6.82 ft2/orifice Lateral Flow Rate 9.06 gpm Manifold Length 3.00 ft System Flow Rate 36.25 gpm Manifold Diameter 1.25 in Total Dynamic Head 54.88 ft Forcemain Velocity 3.70 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -~ ~- Comm 16.28 WAC Disconnect ~4 in, min. ~_ Tank component is properly vented F- Alternate outlet location Wieser Concrete Ca aci 757.64 Volume 16.12 Dimension Inches A 26.72 B 2.00 C D Total 6.78 11.50 47.00 757.64 Forcemain diameter Manufacturer ~_ 2 in. Gallons gal/inch A Weep hole or anti- Gallons B siphon device 430.79 C 32.24 109.23 185.38 D 3" Bedding under tank. Alarm Manuafacturer Zoeller Alarm Model Number A-Pak 10-1494 Pump Manufacturer Goulds Pump Model Number 3885 WE10H Pump Must Deliver 36.25 gpm at 54.88 ft TDH Lee & Lori Kisling 4-bedroom residential mound P~off elevation (ft) 72.46 Do~elevation (ft) 71.50 Page 4 of 9 r~, GOULDS PUMPS MOTORS 3885 PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. APPLICATIONS ^ Shaft: Corrosion-resistant , stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. ^ Fasteners: 300 series stainless steel. ^ Capable of running dry without damage to components. ^ Designed for continuous operation when fully submerged. Single phase: • Built-in overload with automatic reset. • All single phase models feature capacitor start motors for maximum starting torque. •'/3 and'/z HP- 16/3 SJTOW with 115, 208 and 230 Volt three prong plug. •'/a-2 HP - 14/3 STOW with bare leads. Three phase: • Overload protection must be provided in starter unit. •'/rZ HP- 14/4 STOW with bare leads. ^ Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously without damage when fully submerged. ^ Bearings: Upper and lower heavy duty ball bearing construction. ^ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Optional lengths are available. ^ 0-ring: Assures positive sealing against contaminants and oil leakage. Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems SPECIFICATIONS Pump • Solids handling capabilities: 'i." maximum. • Discharge size: 2" NPT. • Capacities; up to 140 GPM. • Total heads: up to 128 feet TDH. • Temperature: 104~F (40 C) continuous 140~F (60"Q intermittent. • See order numbers on reverse side for specific HP, voltage, phase and RPM's available. FEATURES ^ Impeller: Cast iron, semi- open, non-clog with pump-out vanes for mechanical seal protection, Balanced for smooth operation. Silicon bronze impeller available as an option. ^ Casing: Cast iron volute type for maximum efficiency. 2 NPT discharge. ^ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BONA-N elastomers. ^ Fully submerged in high- grade turbine oil for lubrication and efficient heat transfer. ^ Class B insulation. METERS FEET 40r- 130 ' WE15HH 120' 35r I 110-, WE20H 30~- 100; ~ ' 90' WE15H a = 25 80' EtOH V 70' EOZH Q zoo y 60 ~\ Q 15k-~=EOSH 0 40 10~ 3o WE03M , ZO WE03L 5~ to o~ o 0 10 ZO 30 Submersible Effluent Pump AGENCY LISTINGS Tested to UL 778 and S ~ ~ CSA ZZ 2 108 Standards By Canadian Standards C US Association File #LR38549 Goulds Pumps is ISO 9001 Registered. SERIES: 3885 SIZE /.:" SOLIDS -------- RPM: 3500 & ^' ; 17so --SGPM F----- s ~r___--~ l _ ~. - 40 50 60 70 80 90 100 110 iZ0 130 140 150 160 GPM 0 5 ~ 10 15 20 ZS 30 3S m3%hr CAPACITY 3`.~sy~.••-r.m;~;.nu..,3c,~ory~~~d Goulds Pumps zooz ~o~l~s P„.„ns ~~/ ITT Industries ~tiective OctoUer. 2002 www.goulds,com 3.as5 ~~, 7 o F 9 GOULDS PUMPS COMPONENTS Item No. Descri lion 7 ---- t impeller _ Casin Silicon carbide vs, silicon carbide 5 ,\ __ Mechanical seal Shah a____, ~- '`~ Submersible Effluent Pump 6 3885 4 Motor $ ~~~ i ____ 3 All Ball bearing - heavy duty desi n ~~ lower cable t _ ~_ O-ring ~ _~ ~- 1 MODELS Order No. HP Volts Phase Max. Am RPM Solids Wt. (Ibs.) "rE0311L 115 10.7 _ '„~E0318~ ' 200 ~ 6.8 :1E03iZl 230 4.9 aEG311M I 115 10.7 1150 56 ~ :^~'E0318M 200 1 6.8 ~ .~E0312M 230 4.9 .'~Ev511H 115 ~ 14.5 __ 7rE0518H 200 ,rE0512h Z30 8.1 7.3 :~:E0538H 200 4.9 'I .yE053ZH ! Z30 3 3.3 I ~~NE0534H 460 I 1.7 ."E05t1HH r 115 ~ 14.5~ 60 .''E0518HH ' 200 , 1 I ~ S.J I _ :wE0512HH '~ ~ Z30 I ! 7,3 538HH 200 4.9 ~, u»2HH Z30 3 3.6 _ _' _0534HH 460 r 1.8 I E0718n ? 200 11.0 I ~~ :vE0712H i 230 i i ~ 10.0 I ~ .^~EQ738H ~ .. ~ OZ 0 6.2 :^JE0732H i 230 3 5.4 :^E0734h I 460 aVE1018H 200 .rE1012H 230 NE1038h' 1 200 _'.NE1032H-'~, 230 rtE1034H ~ 460 ' 1 3 I 2.7 14.0 12.5 8.1 7,0 3.5 ~ , 3500 '/" 70 ~ a`,E1518h 200 17.5 ^'E1512H I 230 1 15.7 .'~'E 1538h 200 ~ 10.6 I s^rE1532H 230 3 9.2 ~ ::E1534H 460 I 1 4.6 80 ~- i 200 ."sEl 8 17.5 _':`;E1512HH ; 230 1 15.7 ':E1538HH ; 200 10.6 .`;E1532HH I, , 230 3 9.2 ~ r:E1534HtN ! 460 4.6 :.EZG12H ~ Z30 ~~ `:EZ 30 8H 200 1 '~ I 18.0 12.0 ,tE203ZH 2 ~ 230 3 ~ 11.6 ~ 83 ;,EZ034H ' 4 0 S.8 'NE0537H ~ I ~ 1.4 60 zaE0737H ' ' E 10 7 H----r7 H~~~ 1 575 I I 3 2.2 2.8 70 I NEt537H 1, ~ ~ 3.7 ~ 80 E1537HH ' ~ 3J PERFORMANCE RATINGS (gallons per minute) Order No. WE031 WE03M WEOSH WEO7H WEtOH WE15H ~ WEOSHHf WE15HHi WE20n _ avM 1750 1750 3500 3500 3500 i 3500 13500 X3500 350% 5 86 - - - - - 10 70 63 J8 - - - ', 58 T_--.-- -~ 15 52 50 70 90 - _ - 53 i I 20 27 35 60 83 98 _ 123 49 ' 90 r13o l 25 - - 48 I6 94 117 45 87 133 30 - - 35 67 88 110 40 _33 li~ ~ 35 - - 20 57 82 103 i 35 ~~ 80 T ~ 40 - - - 45 74 95 ' 30 '- 77T~_' - a 45 - - - 35 64 86 25 7d '.lb ~ 50 - - - 25 53 77 - '~ 7U ~ ~ ~ 55 - - - - 40 _ 6J b6 03 ~ 60 - - - - 30 56 ~ - ~ 63 7E 65 - - - ~ - ~ 20 _ 45 ~-_x_53 8~~-~ 75 - - - - - 25 - ~ 51 " 80 - - - - i - _ - - ' ai 90 - - - ~, - ~ - _ _ 3r 100 - - -~ ~--+--~ ~ ,-- .- - .. DIMENSIONS (All dimensions are in inches. Do not use for construction purposes ROjAT ON I~ 5'/.°" -~ 1 I ~ 8'h" i - I~~_ KICKBACK ,~,~_,IJ, Pump±.ur~1 nc~ 1T~1' tnginrcr~~i Blocks 5~~mbul :ur >,cr~~1 ;r.i ~lcm.u~ks :uui rr:i~irnamr, ui I~h-1~ In~lusrrirs. =a r,TED ir•; u 5 A SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE IPT A ~ ., __'C Goulds Pumps ~'/ ITT Industries ~~ 7g0~y Wisconsin Department of Commerce Division of Safety and Buildings t~ ~ - , SOIL EVALUATION REPORT in arrnrdanra with Cnmm A5 Wic Adm Cnde 2135 Page 1 of 3 ~- A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8%Z x 11 inches in size. Plan must St. Groix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsror>s, north arrow, and location and distance to nearest road. Parcel I.D. 0-1439-32.000 Please print all information. R iewed B Date Personal information you provide may acy Law, .15.04 (1) (m)). /~~~!'`- ~ J( 1. u Property Owner Property Location - Lee & Lori Kissling Govt. Lot SE 1!4 NE 1 /4 S 25 T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 927 8th Street 32 Indigo Ponds City State Zip C;~ie J City J Village t/ Town Nearest Road ONING i Hudson I WI Hudson 913 Highlander Trail 1/ New Construction Use: yJ Residential / Number of bedrooms 4 Code derived design flow rate Replacement J Public or commercial -Describe: Parent material Glacial Outwash Flood plain elevation, if applicable General comments and recommendations: Site suitable for conv. dispersal cell with 0.7 gpd/sq.ft loading rate. Original grade = 22% tested area, cut and re-grade to provide max. finished grade of <25%. 600 GPD Na -26% across Boring # -~ Boring Pit Ground Surface elev. 99.55 ft . Depth to limiting factor > 146" in. Sot Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dlftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sil 2fsbk mvfr cs 2fmc 0.6 0.8 2 10-17 10yr4/4 none sl 2fsbk mfr cw 2fm,1c 0.6 1.0 3 17-22 10yr4/6 none Is 0 sg dl cmr 1vf,fm 0.7 1.6 4 22-46 10yr5/6 none trat s&g 0 sg dl gw - 0.7 1.6 5 46-146 10yr5/6 none s Osg dl - - 0.7 1.6 Boring # ~ Boring v+' Pit Ground Surface elev. 101.34 ft. Depth to limiting factor > 150" in. Soil Appligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr3/2 none sil 2fsbk dsh cs 2fmc 0.6 0.8 2 4-15 10yr4/4 none sil 2msbk dsh cs 2fmc 0.6 0.8 3 15-47 10yr5/4 none sil 2msbk dsh cw 2fm,1c 0.6 0.8 4 47-67 10yr5/4 mmZd'10 5/t3 sil 1csbk mfr cvir 1vf,f 0.6 1.0 5 67-8 10yr4/6 none s ~r Osg dl cw 1vf 0.7 1.6 6 84-150 10yr5/6 none s 0 sg dl - - 0.7 1.6 24" rule used to discount redox. ident~e t is associated with finer textured silt over coarser textured sand as per Comm. 85.30(3)3. * Effluent #1 = BODS> 30 < 220 mg/L an TSS >30 < 1 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatur . CST Number James K. Thompson 5.,__ 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake lane, Osceola, WI 54020 7/10/2008 715-248-7767 Property Owner Lee & Lori Kissling Parcel ID # 020-1439-30-000 Page 2 of 3 Boring # --~ Boring i/ Pit Ground Surface elev. 91.48 ft. Depth to limiting factor > 141" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Raots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3l2 none sil 2fsbk mvfr cs 2fmc 0.6 0.8 2 8-15 10yr4/4 none sl 2fsbk mfr cvv 2fm,1 c 0.6 1.0 3 15-31 10yr4/6 none Is 0 sg dl cvv 1 vf,fm 0.7 1.6 4 31-40 10yr5/6 none ~trat s&g 0 sg dl gw - 0.7 1.6 5 40-141 10yr5/6 none s Osg dl - - 0.7 1.6 Boring # -J Boring ~/ Pit Ground Surface elev. 101.19 ft. Depth to limiting factor > 140" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sil 2fsbk mvfr cs 2fmc 0.6 0.8 2 10-28 10yr4/4 none sl 2fsbk mfr cw 2fm,1c 0.6 1.0 3 28-43 10yr4/6 none Is 0 sg dl cw 1vf,fm 0.7 1.6 4 43-60 10yr5/6 none ~trat s&g 0 sg dl gw - 0.7 1.6 5 60-140 10yr5/6 none s Osg dl - - 0.7 1.6 Boring # -:~ Boring i/ Pit Ground Surface e{ev. 98.56 ft. Depth to limiting factor 45" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/2 none sil 2fsbk dsh cs 2fmc 0.6 0.8 2 8-29 10yr4/4 none sil 2msbk dsh cs 2fmc 0.6 0.8 3 29-45 10yr5/4 none sil 2msbk dsh cw 1fm 0.6 0.8 4 45-88 10yr5l4 map 7.Syr5/8 & m2d 0 6/2 sil 1csbk mfr - 1vf,f 0.6 1.0 * 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) A.C.E. 5011 & Site Evaluations ~ Sv,/eda/ua~on~f Sc.Qle : / =`s/d . ,P~~,2~,js- ~ot.31, A/o.tofz~p[,~o PonolS SEY~rIEl~y Stc. 26 T. 29/l., ,P/9cJ T . o~ f{K d.Sart Sf • C/six Pa, cJ/. ,Ot./, tE oto -/SLR-32-~ CKo~yJ ends %•' ~~~x~/~ CuJ-de-34c. 'J 0 i~ ,~i i i L3cr~eti 'I: ~ ~ _~_ ~' '' - l~O~ -- /~D~ ~~' ~ B2 ~~ ~~ ~~ ---- b, - ., - - 98 v, "~-- --- ----- __ ~_ 1- 9100' --- --- - - ^' 83 ~__--- g~ --1--.. _ _ - Slope (/Q~1 ~S d~/ ~rOM~I lOp - Systsn+ orro A1f..f.S.rl.: lw~ o~'f~.~cc ~.17~.• E het? = 9/. /6' p . 3oF3 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address Property Address t ~ 3 (Verification e ~ l {/ ct ~s from Planning Department for new City/State ~ ~ cJ C~ S a N ~/~ 1- Parcel Identification Number D1- ~ ' ~ " l ~ 1 " 3z- a ~ LEGAL DESCRIPTION Property Location ~'/a , ~~ 1 Subdivision ~I/1~ IG i~ '/a , Sec. 2~ , T 2 ~ N R ~ ` W, Town of ~lU CI ~ N ~dV\ Gt Lot # 32. Certified Survey Map # Warranty Deed # U v ~ ~ ~~ Volume ,Page # Volume ,Page # Spec house 0 yes ~ no Lot lines identifiable ~ yes ~ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix County Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Department within 30 days of the three year expiration date. SIGNATURE OF APPLIC NT DATE OWNER CERTIFICATION Uwe 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 de cribed above, by virtue of a warranty deed recorded in Register of Deeds Office. r~f~ SIGNATURE OF APPL CANT DATE ****** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. ****** Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. State Bar of Wisconsin Form 1-2003 WAi2RANTY DEED Document Number ~ Document Name T::IS QEED, made between Landsted LLC a Wisconsin Limited Liability _ Con3uany ("Grantor," whether one or more), anc Lee kislirg and Lori Kisling - ~~~ ("Grantee," whether one or more). vrantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") <if more space is needed, please attach addendum): Lot 32, Plat of Indigo Ponds in the Town of Hudson, St. Croix County, Wisconsin 111111111111 lI1111111111111111111111111111111~ llil * 8 6 5QQ7 2rryy3rr}} 1 V~~7LJ KATHLEEN H. WALSN REGISTER OF DEEDS ST. CRDIX CO., WI RECEIVED FOR RECORD 12/17/2007 10;10AM WARRANTY DEED E%EIIPi A REC FEE: 11.00 TRANS FEE: 597.00 PAGES: 1 Recording Area Name and Return Address Etivet Valley Abstract & Title, Inc. )200 Hosford Strut, Suite 201 Fludson, W[ 54016 File >I 2696849 O10-1439-32-000 Parcel identification Number (PM) This is not homestead Qroperty. (is) (is not) Cz^an!or warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: easements, restrictions and rights-of--way of record, if any. Dated Deeernber ;A, 2007 Landsi LLCM~,,/I ~~ Q~~- (SEAL) t~4/i',s ~~~~" '`.. /'~ ~' (SEAL) ~ ~ ~ ~~ Signature(s) A1UT}IENTICATION (SEALli (SEAL) auts~enticateu on ~ ri?C~ L. T(frC1PY (VOr~r~ ~U~1~lC ;'-~'° ~~ 4VisvOnsin T;T;.,E: MEMBCR STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06} TN1S INSTRUMENT DRAFTED BY: At:crney i?out= Berg 12J0 l~osford Street, Suite 201 Hudson, WI 54016 ACKNOWLEDGMENT STATE OP WISCONSM } ss. St. Croix _ _ COUNTY ) Personally came before me on December 14 2007 the above-named ~1i ~~~~fr n. _ e known t e e person(s) who executed the foregoing i d I g same. * L UYY`41~-~ Notary Publ , State of Wisconsin My Commis on (is permanent) (expires: (~r(~j -~ ~ ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS .4 STANDARD FORh1. ANY MODIFICATIONS TO THIS FORM SHOULD 8E CLEARLY IDENTIFIED. !V~ ~±RAN' 2' DEED ®2003 STATE BAR OF WISCONSIN FORR1 NO. (-2003 ° T}'pc name below signatures. 1cf. :•. t - ~ ~;° ~~~ ~ ~ I ~ •3/•25'E 160.76• NO ^~;$LL1NG EXTE-itOit ~ ~~ ~. 30 OPENING BELOw~ `" erg. ' 91759 S.F. ELEVATION 850.0' } ~ m ~ (2.129 AC.) I r ,~. '~ .- "s9~.. ~ I 1 ~~ (2.a0i AC, 1 ~ Vie. w ~ ffi , 578•36'08;W .4--___ z;o' ~ 'r~ ~ v; 1`~J4Q~ i 90949 5.F. ~, ~'~~~ h 3. g ~ ~ ~ ': ~. (2.088 AG) e°~ t `~: '•. ,,~ ~'°' ' ~ ~` ~ 6~ pgi`41 48~ ~ 4, tag 5.F'. e+• ; ;o» '$ ~-^'""-w- ~~'~.~`~"`..~~ aj~' .I~, ar 0'J i AC.) 67~ ~'S, ~ ~ '~~ ~ ` ~ .._ •• NO DWELLING `` .,,~ `~ ~~ d` e~* t~ •~C. O EXTERIOR V '`•~, ~~ : eye ~Q.*~'~~`~~ .~~ ~ ~ OPENING 6ELOW ~~`,., ~^ _,,1~~ ; ~ ~ ~,~~~ 0~ ~ ~ ~ g 559~~ \ ELEVA T10N 950.0' • ~ ! 16 ,~, ~ - s8~9°Oi'39'w ~3~.'~s~~/ :' ~-, 8. rrf- ~t.~~~ t8~•/ ` ~.,~` ~}~~,~• _ 9$.97' ~ S~•r• / a! ~ ~ \---------------•------/- - ,,----'r - /~. S~, ~!. /~ a ~~'?t'39°W 1V~8.4~ ;~•~ ~ ' ~ ~ ~'7 ,~MP~C ~ X11` '" 74, " {~ +..'~ \ ~. ~'' ~~ ~~`~~ `.y SO ~r51•E l ~ ~ '~' 33 X10. ti0 ti~ eo -,a~'~~+'. ~ ~~,~'` ~ ~. 87216 S.F. o °' o ~~ ~ ~ 1~' h. $ (2.002 Ate) h - ~. ~~h ~ ~, ;~ ~ i?\J'' ~ NO Dv41=LUNG ~ ~ ~,_ ~ J` n ~ c~ ~ OPENING BELOW o 3L '= ~ _~ ~~9 ~ ~ 34 ~~ ~, o W ~ ~ ELEVATION 954.2' O1 (29050 AG~) ~ ~ ~~ 99502 S.F. ~;~` ~ g BEtvCHivtARK (2284 AC.) ~ A 6 `~ N ` TOP STEEL. PIPE. ~ ~ t'+,~ oj~ E L E VA ~ ION - 955.22 ~ NO DWEWNG ~ ~h ~~.•~--""~~ w ~ EXTERIOR n OPENING BELOW 3 ~ r 3~ ~ ELEVAnoN 954.2' ~ "N zip v 87394 S.F, ~ n •~~ ~~ o co c (2.Ot I AC.) ~ r 5~1 ~~ ~ ~ ° r ~ ~H.w1 ~ ra0 91rLuW ~ ~ o i iC~ 938.8' ~~ ~~ g~.r °~ 931.4 1 Y a Q " - ,r ~ 40306 S.~ ~1• Z a ,>, m a~ w /3 •(0.925 AC.) \~ ~ys. ~~ ° J $ ~ ' ~ CJ TLS T ~~• ~~ ~ W s_ ~ '~~~N^'tJ, ~ ~ TO BE DEDICATED 71 ~~,P ~• ~ ~ ' ~/ p``~~`~ ~'~ p ~VONPROFtT CORPORATI '~ ~ c~~'"~•. O~~ ~' FOR OPEN SPACE, ~ ~~' ~ 244.33'/ 4' yet' HIKING, AND FISHING ~ ~ I,~' ~' ' I t 8.35' i 85.00' 52.73' 362.54' ~ r ~- ~ I a ~ I n ^ SOUTH UNE OF THE NORTHEAST •o ~ • ~. ~.U .,_. ~ ~ I ~ V ~ ~--QUARTER SEC. 25. T. 29 N., A. ig ~".~ _ -" /~ -------- WETLAND -------------- - 5urreyad by James R. Hill, Inc.. Jc~es E. Ru~~, Su.~.~ This fnatrumtnt draRet! ay ~Cevin T, fjer~+~cn ~~~~ ~ i` Cor11t7tErC4'.VYil.qoV Safety and Buildings Division 201 W. Washingt e., P.O. Box 7162 County f' i s c o n s ~ n Madison, ~37 7162 ~ Sanitary Permit Number (to be filled in by Co.) Dtapartnlent bf Commeros ~ S~ ~ ~ r "~ Sanitary Permit Applicatio \~~~ State Transaction Number submission of this form to the appr ate governmental Code Wi Ad 21 2 i h 83 C , m. omm. ( ), s. In accordance w t . s. POWTS aze ddress (if different than trailing address) unit is required prior to obtaining a sanitary permit. Note: Application r state-own submitted to the Department of Commerce. Personal information you ovide ~ yce C 9/3 G/+~L.giuO.r/Z T A,zt- u oses in accordance with the Privac Law, s. 15.0 I m ,Scats. ~J,~~/ ~ alb L A lication Information -Please Print All Information Property Owner's Name f JUN 0 5 1008 Parcel # -- Lo p _ _ o - Property Owner's Mailing Address ST. CROIX COUNTY Property Location ~ , ~~ p l J~0 f ZONING OFFICE Govt. Lot / Ciry, State Zip Code Phone Number ~_ y, - ~yf y., Section ~_ / arcle o ~_N; R~Eo~W (check all that a l ) f Buil n Il T Lot # pp y g . ype o I'~-t-ori Fatuity t)wettimg= Numtserof f3edroa -• - - Q~ - ~ ---- - Subdivision Name -- Q+~ t! yK.; ~ Block ^ Public/Commercial -Describe Use ~Q. `~- ~~'~' ^ Ciry of ^ State Owned -Describe Us CSM Number ^ Village of n of lll. Type of Permit: (Check only one on line A. Complete line B if app ' able) A' New S stem y ^ Replacement System ^ Treatment/Holding T Replacement Only i a n to xi ' (explain) B. ^ permit Renewal ^ Permit Revision ^ Change ^ Petmit Transfer to New tTnit Number and Date Issued Before Expiration Owner t IV. T e of POWTS S stem/Com onent/Device: Check all th a 1 ^ Non-Pressurized In-Ground ^ Pressurized In-Ground ^ At-Gr a ®Mound > . ofsuitable soil ^ Mound < 24 in. of suitable soil ^ Holding Tank ^ Other Dispersal Component (explain) eatment Device (explain) V. Dis ersal/1'reatmentRrea Information: Design Flow (gpd) Design Soil Application Rat (gpd spersal Area Required (st) Dispersal roposed (sf) System Elevation 6ao rSp ~•6"'~ oo ~ a ~ ~ V 1. Tank Info Capac ty in Total # of Manu acttver ~ Gallons Gallons Units ~ a~ _ New Tanks Existing T s ~ r' v ~ ~ ~ N a; ti ~ ~ w t7 R a t v /~.L - Septic or Holding Tank _ ~ _ _ Dosing Chamber .6 9s.6y / Vll. Responsibility Statement- I, the orders' red, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Si cure MP/MPRS Number Business Phone Number roil, ev 373 7i,~ ~ -~ 'o Plumbe ' Address (Street, City, State, Zip C e) ~(~p- ,j 0`70 N Ilt. Count /De artment Use Onl ^ Approved ^ Disapproved $erm/it Fee ~ D~ Iss (~ / [ss g Agent tgnat ` ^ ~~ ~ ~ ~ '~ ~'u~"' Owner Given on for Deniat (~ P IX. Conditions of Approval/R sons for Disapproval ~~"" "~ .1G~.,,, _~ //// _~ SYSTEM OWNER: ~/9/~~ .u~tx~ ~ ~ / D _ ,/ 1 Septic tank, effluent filte an ~'f ~~~~ P~P Z " ' ~ .r/ y/`yl%~L{/~CGf G • ~ =/ ~'~ dispersal cell must all b rviced /maintained / ~ _ Q 1 / ~~ as per management plan provided by plumber. ~ ~~ ~~,`, ~~ [2iC~~ KJ / as per applicable codL~-Rfpdflf~"W~~P'ans ror the:,stem and submit to the County only on paper not less than 8 x I 1 inches in size SBD-6398 (R. 01/07) Valid thru 01/09 d~~ EXi~~T~ 8r-a t le . Lee. ~~"i ~'s(rr~ pap. 9/3 ~5 i~-//u,-, dcr T/'a, ~.ot~z .ora~~..~,~t,~o P~~~3, 5 c'%s~ ~ Eye; sec. z S T. ~yit., 0 Q. ~ 9~; T . aF ,~,~.~. d3v~.,. S E . C r•v ~x C'e ~ cJ~ ,o c% ~~o -/~3y~- 3x-~ ~` ~~ /ti9~ /_a„ aye. rc;/ ~~ og ~, .. ~ ~ ~` ~~~15 ~ ' /~ ~ ~ ~ ~ Q .'~ Q ~,r , ~ ~ ~. ~j3 ~ . ~ ~ tit .~.. ~ 0 i k. ~ ~ ~ 1 ' 9 ~~ ~ , ~ ~.i o,~ ~~ - 9 ~' ' ~ i ~ i i .' d ~, ~~ ~ ~ ~ ~ 9 N ~~z ~ - ~i~~. I~r^oPosed ~'tou.~d4~3 .~7 x i/7 ~ ~ / ~.,y (,'xis' d:,SP•v'sa/ c~e/% ~ r' (~ , - ~ ' d~3 ~": bas~ior~ /2zr(/et..CTetz` /ys~:r y9.z~' ~ ' - ~;G. ~ wYY~'cr:F. eGS sda c~.d Q.f z 2~' , - ' ^ , ' ~~oP~ _ .' ~oO.rA. ~. ~ s9' '~ . ~ ~ 9~~~~ -' ,' ~ ,' _ ---~~d~, r~ ~ ~'.c,..,6AA ~ 1 ~ ~ ~ "`~ \~ 1 ~~ `~p~-jam - ---~//B.Q~~ ~~ ~ v S s' ~ ~ - - - - - ~r~. ~o , ~ -;, zz-s8~~~ ~ ~ y` fo(~ctildl S,~ a - . _- -iiz.a Z "9 c,l,. ~o P, J, C. ,'~ S bo.lkd v.t ' y8" be/~y.~ ctrr:str~ny ~~.dt ~4inn/ proPo we// e prvP 0 S e.d _ a commerce.wi.gov ^ ^ ~sconsin Department of Commerce Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary June 03, 2008 CUST ID No. 222373 GARY T ZAPPA ZAPPA BROTHERS INC 715 SIXTH ST N HUDSON WI 54016 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Safety and Buildings 3824 N CREEKSIDE LA HOLMEN 1NI 54636 TDD #: (608) 264-8777 www. commerce.wi.g ov/sb/ www.wisconsin.gov Identifica ' hers Transaction ID N .154136 SITE: Site ID No. 737977 Lee & Lori Kisling Please refer to both identification numbers,. 913 Highlander Trail above, in all corres ondence with the a ens . Town of Hudson St Croix County SE1/4, NE1/4, 525, T29N, R19W Subdivision: Indigo Ponds; lot: 32 FOR: Description: Four Bedroom Mound System /New construction / 22% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1184229 Maintenance required; 600 GPD Flow rate; 30 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) CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/03/2010 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or nstallation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions ofSec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally down slope of the dispersal cell shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • Maintenance information must be given to the owner of the tank explaining that periods cleaning of the effluent filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A copy of the approved Tans specifications and this letter shall be on-site during construction and oven to inspection by authorized representatives of the Department which may include local inspectors. P.O.W.T.S. Cazditionally ~PPRO~(E~ ' ~ GARY T ZAPPA Page 2 6/3/2008 Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • 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). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • 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 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, erard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon -Fri, 7:15 am - 4:00 pm j eery. sw im@wisconsin. gov Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WSMART ,code; 7633. cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M. '~F~ ~qy ~i~~0 MOUND AND PRESSU RESDeSt aR Bp TatON COMPONENT DE~p~~ 220 INDEX AND TITLE PAGE ~~U~` 08 ~~'~~s Project Name: Lee & Lori Kisling 4-bedroom residential mound Owner's Name: Lee & Lori Kisling Owner's Address: 927 8th Street Hudson, WI 54016 Site Address: 913 Highlander Trail Lega! Description: SE1l4 NE1/4, Sec. 25, T.29N., R.19W. Township: Hudson County: St. Croix Subdivision Name: Plat of Indigo Pond Lot Number: 32 Block Number: na Parcel I.D. Number: 020-1439-32-000 Plan Transaction No.: Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 Page 8 Page 9 Index and title Data entry Mound drawings Lateral and dose tank System maintenance specifications Management and contingency plan Pump curve and specifications Site Plan Attached soil evaluaiton report ~c-nNQF SAFETY ANO [iU1lU1NGS ~i~E Designer: Gary Zappa License Number: 222373 Date: 05/15/08 Phone Number: (715) 386-2850 Signature: ~ Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 5.1 (R. 06/06) Page 1 of 9 Mound Plan and Cross Section Views 1 ~~ /~ L Mound Component Dimensions A 6.00 ft E 21.84 in B 100.00 ft F 9.25 in D 6.00 in G 0.50 ft 600.00 (ftz) Dispersal Cell Area 6.00 (gpd/ft) Linear Loading Rate -T _~ _~ -~ H ~1.OOft K 8.79ft I 27.27 ft L 117.59 ft J 3.20 ft W 36.47 ft 3327.21 (ft2) Basal Area Available 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.47 (ft) - ,.rrrrr.r... * H ~ ,rrrrrrrir ~2 rrrrrrif,. G 1 rrrrlrrr/rrfltlT77r1lr/rrrfr/rlr,. toral F . • : ~ ; ~ : ~ • Dispersal Cell 99.20 (ft) La 98.70 (ft)-- - Invert Dispersal Cell :~:Q:~~~:~:~:~ ~~~~~~~~~~~:~:~~~~ ~~~~~~~~~~~~•~~~~~~~~ ~ Elevation ~: E ~:~:~:~:~:~:~:~: D~:~:~;~;:::~ ::::::::::::.. - ;~ - ~ ~ , ._ , ..~ 98.20 (ft) Contour Elevation 22.0 % Site Slope Geotextile Fabric Cover Shading Key ~ a ~ Dispersal Cell See lateral details on 1~ - _ Topsoil Cap c ~ 1.5 ft Page 4 for number, size, © "r'r~ Subsoil Cap N c ~ ~ ~ ~ and spacing of laterals. Laterals are equally ©0 ASTM C33 Sand ~ Z / F 0 Tilled Layer ~ 0 y c ~, v o 0.5 ft ~ Typical Lateral ^ 5 spaced from the distribution cell's Aggregate 5 centerline in the A ~ distribution cell (AxB). Project: Lee & Lori Kisling 4-bedroom residential mound Page 3 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Gary Zappa Phone (715) 386-2850 POWTS Regulator's Name St. Croix County Zoning Dept. Phone (715) 386-4680 System Flow and Load Parameters Design Flow -Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 400 gpd Maximum BODS 220 mg/L Septic Tank Capacity 1250 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Ins ect and/or service once eve 3 ears Should ins ect and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished .. ~ ~ ~ ~ ~ ~ .... Grade v j 6-8" Diameter Lawn ~ Sprinkler Valve Box ~ Distribution Lateral Project: Lee & Lori Kisling 4-bedroom residential mound ............... Threaded Cleanout Plug or Ball Valve Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SBD-10691-P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2,0 SBD 10706-P (N. 01/01)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound. defective.. or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shalt be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm. the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the ;mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 10° cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design Flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be Flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continpencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project. Page 6 of 9 9/3 ~~/a.,, dLr Ti'a~ ~ ~.o t sz ,era ~ ~~, ~,~o PU„~s Sc%s~.~Ey~ scc. 1S,T.~yrl., o Q. ~9~; T, of ~dsv},, SE•CrOixC'e~aJ/, ,o c% ~~o -i~31- 3z-~ ~~9~ ~ lei T a,~ ~; ~~ og t° ~ ~ S E~ i (~ ~ ~~ 'Q 5~ i i v ,' '" Q ~,~ , ~ ~, ~~~ ~~' C ' /,' , ~ ~ ~ ~ , ~ qb,~" ~ e ~ ~ ~ ,k ~ '~ ~ ~~ ~ 9 yp.~ ,' ° ~' ~ i ' ~ ~' ~ 6~i' ~ ' i i ~~ ~ 9G~> ~ ~, N /,1. lu - i15~~ ,..~' (o'x~co'dsP-~'sa/ ~e/% Maur' (~ c~iS ~"i bc~LC'in/7 /4z~ua,.Cs~f /yy.rl~9.1~' ~ ' ~ ~~G. ~/Y~'o,-:F. cis soa c~.d a-tz z~' ~ - ' ^ , '~~oP~ - ~Z 9ac~ •' ~~' .' i~~' \\ go ~~~ , ~~~ a~ \ ~ ~` \ ~ - - - - UC~.~ • ,.-, . ~ _. j.~ ,,~~ ~ ' Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in ~rrnrrl~nro wi4h (:nmm Rai Wic arum rnrfP Steel Soil Service County Attach com ete site anon pf pl paper not less than 8'h x 11 inches in size. Plan must St. Croix indssde, fast rx>t limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsiorss, north arrow, and location and distance to nearest road. parcel I.D. ~ _ D ~ pentll 3~-~ Please print all information. Date Rev' wed B Personal information you provide maybe for , s. .04 (1) (m)). _ / ~ (/ Property Owner roperty Location ROSAMJI, L.L.C ovt. Lot na SE 1/4 NE 1!4 S 25 T 29 N R 19 W Property Owner's Mailing Address ~ of # Block # Subd. Name or CSM# 2141 Cty Rd. C 32 na Indigo Ponds City State ip Coded ~ J City J Village V' Town Nearest Road New Richmond ~ WI 54017 - Hudson Highlander Trail ~If New Construction l1se: ~ Residential / Number of bedrooms 4 Code derived design flow rate J Replacement ~ Public or commercial -Describe: Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable General comments / and recommendations: mound design, system elevation 99.20 ft, based on contour line elevation 98.20 ft 1\WW 600 • ~0 GPD na u ,$lvrl.~ ~~ Boring # ~ Boring 1/ Pit Ground Surface elev. 99.20 ft . Depth to limting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr3/2 none I 2msbk mfr cs 2f .5 .8 2 4-20 10yr4/4 none sil 2msbk mfr gw 1f .5 .8 3 20-36 10yr6/4 none sicl 2msbk mfr gw na .4 .6 4 36-69 10yr6/4 c2d7.5yr5l6 sicl 2msbk mfr gw na .4 .6 5 69-72 7.5yr4/4 c2d7.5yr5/6 scl om mfr na na .0 .0 Boring # J Boring 1/J Pit Ground Surface elev. 99.20 ft. Depth to limiting factor 37 in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EtT#1 *Eff#2 1 0-5 10yr3/2 none I 2msbk mfr cs 2c .5 .8 2 5-28 10yr4/4 none sil 2msbk mfr gw 1 c .5 .8 3 28-37 10yr6/4 none sicl 2msbk mfr gw na .4 .6 4 37-72 10yr6/4 c2d7.5yr5/6 sicl om mfr na na .0 .0 ° Effluent #1 = BODS> 30 <_ 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TS5 <_3D mgn_ CST Name (Please Print) ture: CST Number David J. Steel ~ ~ 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 5!1/2003 715-246-5085 Property Owner ROSAMJI, L.L.C Parcel ID # pending Page 2 of 3 Boring # -~ Boring ~J Pit Ground Surface elev. 93.20 ft• Depth to limiting factor 30 in. Soy Application Rate H riz n De th Dominant Color Redox D~cti tion Texture Structure Conststerrce Boundary Roots o o p in. Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr2/1 none I 2msbk mfr gw 2c .5 .8 2 4-18 10yr3/4 none sl 2msbk mfr gw 1 c .5 .9 3 18-30 10yr4/4 none sl 2msbk mfr gw na .5 .9 4 30-72 10yr6/4 c2d7.5yr5/6 sicl 2msbk mfr gw na .4 .6 5 72-96 7.5yr4/4 c2d7.5yr5/6 sl om mfr na na .3 .5 ^ Boring # ~ Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon De th Dominant Color tion Redox Descri Textun; Stricture Consistence Boundary Roots p in. Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # J Boring ,"] Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Mur>,sell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/Land TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mgJL 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. Property Owner ROSAM)I, L.L.C mil- 3.~ Parcel ID # Pending Page 2 of 3 a Boring # ~ Boring /J Pit Ground Surface elev. 93.20 ft. Depth to limiting factor 30 in. Sal Applicaion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P = in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-4 10yr2l1 none I 2msbk mfr gw 2c .5 .8 2 4-18 10yr3/4 none sl 2msbk mfr gw 1 c ~ .5 .9 3 18-30 10yr4/4 none sl 2msbk mfr gw na .5 I .9 4 30-72 10yr6/4 c2d7.5yr5/6 sicl 2msbk _ mfr gw na 1 .4 .6 5 72-96 7.5yr4/4 c2d7.5yr5/6 sl om mfr na I na E .3 .5 i ~. ^ Boring # ~ Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary I Roots ~ ~ 'Eff#1 'Eff#2 . i i i i i i i c ~ i i ^ Boring # ~ Boring _J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description pu. Sz. Cont. Cdor Texture SWcture Gr. Sz. Sh. Consistence Boundary ~ Roots 'Eff#1 'Eff#2 4 { II 1 - ~ ~ ~j i i f i i i i i I ~ i 1 'Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS < 30 mg/Land 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM ROSAMJI, L.L.C. New Richmond,WI 54017 Lic. #248956 SE1/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200 Town of Hudson, St. Croix Co. Fax.(715) 246-9372 Indigo Ponds Lot 32 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at : the time the soil test was conducted. Legend 1"=40' _ ~ =Benchmark Ele. 100.00Ft Top of 1/2" pvc pipe • =Alt Benchmark Ele. 100.20Ft Top of 1/2" pvc pipe =Borings Boring Elevations B 1 = 99.20Ft B2 = 99.20Ft B3 = 93.20Ft B4 = OO.OOFt ~ ~~// 4S` ~.0 ~. he off, 5 ~'~.., g/. 2a r 2~ ~. ~ ~~ i ~. ~ ~ w J~~~ ~ ~ ~~ ~ ~~ ~~ , I ~~' I /z ~- _50~ ~ ~~' ! ----- ''~ ~ ~~ - ~ ~ f / • ; ~o. 30 ~ - ~ , ~~ ~ "'J ; ~ '! j 1 X92759 S.F.~ ' • ., / ' ; ` ., . m ~~~ ~. ~ (2.129 AC.}-., 4, '' ' ~ ~.. N 1.001 AC. N.B.P.A ` ~~ , _ ~ ~' a ~- ~ ~ - ~ ; N.B.P.A. ~ ~ i- t ., 5ti ~ r I 1~ )_ \ ` I+ r / 'Ar 't \. r' a ~7 1 f i ~ ~ ~ 1,111.14. N : f, ,'t , ., ! ~ ~d / ~ 79 ~ ~ ~66 BA _'/ ~ , ~ i S j, / ! vj eo v "~`~ PG~,1 \-iR'~°~ ~~' ,~ `, ~~ 9 949 ~S.F. ', j i ~ . o ~ ~ ~_ 1~ p~ ~- . \ ~9 ~ , ' '~~ , (2.088_ AC.~ 1 , ~ ~ - ~ , " ,~~ ~ ` ~ ~ ~ ~P . ~lA,,~1 ~ '` (1.243 AC~. N.B.P.A. , ~~ ~-. ~+. ~ • . .,. ~~- S f - ~' ! / f 480! 8&' ~ O~. , , t f - / ~ --- - ! ~ ~ ~ Z.~:-64_:x. t/.~- ~ ~ ~~ ~ i ~ , - ~ _ , X33 ~, ~ ,- ..-r , $~ . 150_- _-- .~ "~ (2.002 ac.) ` - -_ ___ ' - + ~ ~~ ~ (1.139 AC. N.B.P.i4.) / ~ d'~ `~• ,(1.607 AC. N.B.P.A.)~ r" ~ ~ ~ N.B.P.AJ` , ~ ~ f.. .~ . ~. ;;. t ~` '~ , ,~ f i ~~ ' f ~~ 1 ~ ~ ~ ~ 1 , ~~ ~ t ~ f t ~ /. ~ , ~ . ' y ~ ~ i { '• + `i 18.35 ~ ~ '" .- ' E ~ / -r \~ 89294 S.F. ~ ~ ~j ~ ~~~..~ _,~~ ~ ~ 1 ~ (2.050. AC.),' f ~ 3 C t~ ~ (1.267 AC. N.B.P.A.) ~ '`~a'~ '1' ~ ~ ff~~ ~H.w. ` Y ' ~ - ,l r ~ - tt , ' + ~ w O~ ~ i .10.925 AC.) ~ '.. ~ ~~ i? .~ ti...~ W W N. ~TO BE OEDICATEO ~0 A _' ~` ~~. ~ - ~ z cv /NONPROFIT CORPORATION ~ " ~ ~~; ~... FOR OPEN SPACE, HIKING. \ .,, . ~ ~ ~: ANO FlSHING 362.54' ~ ` , '. "' . SOUTH UNE OF THE NORTHEAST -' .. --QUARTER SEC. 25, T. 29 N.. R. 19 W.~ . ~ ~' ~:`: • i CL. Page 1 of 1 Pam Quinn From: Jennifer Shillcox Sent: Friday, June 06, 2008 9:58 AM To: Pam Quinn Cc: Steve Olson; Becky Eggen Subject: RE: lot 32 Indigo Ponds grading plan & sanitary permit Yes, have them submit a revised grading plan and we'll take a look at it. Hopefully it will be a minor enough change that we can approve it administratively. As long as they stay within the total square footage approved by the BOA (43,090 sq ft) and install proper erosion and sediment control measures, it should be fine. Tell Gary that if they go over that amount, then the Kislings will need to go back before the BOA for an amendment and will likely also need an NR 216 storm water permit from the DNR. Tell them that we'll need to receive and review the revised grading plans before the pre-construction site visit. Jenny -----Original Message----- From: Pam Quinn Sent: Thursday, June 05, 2008 5:04 PM To: Jennifer Shillcox Subject: lot 32 Indigo Ponds grading plan & sanitary permit I contacted Steve West, who referred me to Gary Zappa regarding the conflict between grading plans approved by BOA and plot plan for mound system submitted by Zappa. Gary said that Landsted is at fault for submitting "old" grading plans for driveway location - it misrepresented where the "sanitary area" really is. Will they be able to submit a revised site plan and show that the approved grading limits (square footage) are equivalent? The mound will be 117' long across the middle of the lot and the driveway will have to be routed over along the west lot line. I wish I had taken a harder look at the soil report site plan during draft of staff report, I might have caught it beforehand! Pamela Quinn, Zoning Specialist (POWYS) St. Croix County Planning & Zoning Dept. 1101 Carmichael Road Hudson, WI pamq@co.sant-croix.wi. us 6/6/2008 N v , ~e0 945, X04 9 ` ~~ QQl ~ ~ ~ ~ ~ ~ ~, v,~ ~'. '~ •' ~ ~ ~ ~~~ j 1 j ~ - gb ~ NI '~'KEf // y 1 /: J t ~.~i«TE. / J /~ ~ F~ ~ ~ f/ i ' ~/ ~~~~ ! ~ ,~ r ~ ~~ s rrr~rt,~ / `~- -" ~ .: i~ \µ % t .~F~' r- No~TN _ I•-~"(~ 32 INDI!>U F'D{-6p5 `~f3 N76++~.aN(~K- ~Wt_ 2,05AG. C89~z94 5G2 t~T.) PRAdNf~t-D ~ TP'JJN O~ NUD`~Oi~l~ ST G(~dIX COUNTY ~ W 1 ' AKEA Otte ~TZ>rb. Pit ~~5~p ~ROPOS~D ~ RopDS>:D ~.L~YATi,ONS IM1'~QVi~?LI5 A~~S 1715~Ut~~D A~~ eSL.O Eke. AS4, S = T dJ. f. 2,3?~-so.~'=N0>!SE 9 t 2. 5&. tN ' GARALI° 32,~8o rr~ = 7,~TUFBOV ,ter. PFI.ININC 'fOWAFP °oN D ~bdt' = 6/->•.DE 6~ 6,~F/.c-E maFS RS4~e' . 6RhU'LrA GKdNT ASS 52 KT.> Fro NT i'au.N 9a SQ. FT. = SLF&ENBO PltecM tl,olo 54,F7 = v,sruFB~.~ NFE.+• yp.A~h{ihK. >NAV '-MON f'GW A4~j -0'y' G).FAEN ELEY '~'6 3Q. '^f", + DEcIC/STl^tAS ~ ~i3, 090 SOFT.. ;'ITAL OIST11R b>-'P AR6P 948.5'' 67Cp:V¢.A G,+.(ivcN 556 54 sr. - %.Ttoy' W.41iy 94 ~~~ .~tNit~'r }'1,QNF L`1LV ~f.30 SQ. R z plaVC' DN^~NtNG :Ow41t~ 445.5' bF4oL~ u 7a-nri ~oriv 945.A-sRAPE .a udllJ<~ot.IT -~,z~755t fit.. rar.~.t. DRAtN tiJ6 ~ ..;,, TdwilRD 5DN P t!f~ o{t. FT = F~dM7 ~Q v a"•av ~1,Ii75R PF = T~~ IMPC7Cri0u5 P ~.o~os~ p i~ ~~ i,~" I~,4`f"I D N up•51 N VD 1- u M ~ ~~-~VATif N SQ~~~-~ ~~~'>' GU~~G ~ii~T ~4i ~ o 94 Z SGi~ ~-'~~ 94~+ isoo 3 zs© 3ZSOG.F ~ 92~75.f= IMP~x-Y1oU5-0:35~x~~=4.2"Ot~ Fz1.lND~CI~~n o~~DY~`.~`r4f~1"I) NOl"~- WAl"~1? G,aLGUi.hTl<7(`!S ~d~ lN>"ILT"I~A~ ION Sash-t ,.mot-u~Es pR$PAIxED 8Y OGPi~N ~N61FJEEIrIN6- ~Mp>•NY INC. s 39 gg S 2~ r,~.` ~~ \, ,~ ~ _ ~ ~y-. c ~.._ ~g,oo,°~~ ~. Ilva~7~', : yN~Q ~~. h po • 7;4' d 3" W r N~~'~ ~p.1Vl ~ ~ ~ ~ ~~o~-~~~~ o ~'~ vq ~ vlb~l~ G• 9 1`'= h~ `~ R~G~~v~D .:_ suN a ~ 2ooa ~~UNSY SidhR11N~ fl~F~C~