Loading...
HomeMy WebLinkAbout016-1024-30-100 4 0 M ~ O1 V~j C a w C h O O N h N O w '~ Z C 3 LL 3 3 `~' v _ ~ Z y ~ w E m = o 0 z ~ M w ~, d a m ~ ~ 2 v O ~ r ~ ~ r • N V N ~ Z Z 1~~`r M :: c ~ E M •• ~ V ~ a ~ ~ - d ~ _ a '~ H m ~ o c a j Z r . {y ~ ~ ~ > aaa •- v ~ ~ 3 a c 7 p ~ ~ fq J C) X N N a o~ ~ o a ~ d . U .o C p m ~o o ~ .. O O O ~ ° ~ 3 ~ H C M ~ L ~. V ~ ~ 'op U W N ~ p C ~ ~"~ ~' f0 ('7 N O O ~ N W C ~ _ + ~ ~ ~ i =€ ri U . d ~~ ~ a • ~ `Iv +~ a d ~ E ~ c d c w ~ (/1 A ciao ocnci m o° 3 0 O~ c O E N y N C O Y U y f0 w C V O y N ~- ~ N p O - U Z ~ -o C ~p 'O O N ~ C C '6 N y Q Y a~ 0 E v co v c c m o c c N o Z ~ 7 ~ N M '~ U d N ~ ~ d P• L ~ N C ~ O C 7 U ~ w i 0 Z ~~ C N E c C ~ E ~ p o o N ~ ~ ~ O .~-- aC9 Z~, v N •~ d ~ O Z O z ~ -o ~ O ~ E ~ o ~ m ~ c a N ~ m Q n u~ ~ o ~ ~ m v a ° o ~~a ~a m ~ ~ ~ ` N U C C N O Z c Y ~ ~ Parcel #: 016-1024-30-100 02/14/2006 12:33 PM PAGE 1 OF 1 Alt. Parcel #: 11.30.15.188A-20 016 -TOWN OF GLENWOOD Current X_I 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 -JENSEN, CHRISTOPHER R & LORIE CHRISTOPHER R & LORIE JENSEN 1620 CTY RD X GLENWOOD CITY WI 54013 Districts: SC =School SP =Special Property Address(es): " =Primary Type Dist # Description * 1620 CTY RD X SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 18.630 Plat: 4132-CSM 15/4132 016/01 SEC 11 T30N R15W PT SE SE BEING CSM BlocklCondo Bldg: LOT 01 15/4132 LOT 1 18.630AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 11-30N-15W SE SE Notes: Parcel History: Date Doc # Vol/Page Type 05101 /2001 644206 1629/305 AFF 05/01 /2001 644205 1629/304 WD 07/23/1997 981 /271 W D 07/23/1997 860/560 more... ~nn~ c~ innlnner~v Bill #: Fair Market Value: Assessed with: ---- ------------- 89200 Use Value Assessment Valuations: Last Changed: 06/06/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 20,000 284,600 304,600 NO AGRICULTURAL G4 10.000 1,600 0 1,600 NO AGRICULTURAL FOREST G5M 3.630 3,500 0 3,500 NO Totals for 2005: General Property 18.630 25,100 284,600 309,700 Woodland 0.000 0 0 Totals for 2004: General Property 18.630 28,600 284,600 313,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 11/16/2004 Batch #: 580 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ~- ~~ SEP 2 T 2001 O 117 O 0 0 I~ ~~ ~~ ~~ ~~ t-~ I p~ ~~ I i ~~ i~ i i~ i ~o o0 I~ ~O i i~ i~ i ~~ i I ~ ~ :~, St CROIX~Cp _~r.sRV1:Y R~FCI I n g ° ~ ~ ~_~ ~ ~ ~z m ~ ~~ Z w ~ ~ m i~ m m i~b` ~ i ic~o ~~~~/~ I " sa adze ~ ' ° iq /~ II N // n~ % ~ I O "l°J ° ' ' O S2"E :267.7T 44.23' ' dal. nI ;~ = Z ^- ~~ O~ cn " o m ~~ r z m 0 m m~ao rz D rn n +) O~~ ~ z u >; n ^m i ~ A ?z ~~" ~m ~6 I~ m T ~6 ' / 07-~5-001 10:15 AM i ~ ~~ i ~ ~~ ~ ~~ i~~ i~ ~~ P I ~ ~~ ~ ~ I~ i~ i~ I _'° om N ~'j= O ~ z ~ cn V v ~~,- ~ ~ A m ~'O 8 ~ = m ~~o ~~~ O ~~~ ~ °° a'~ r~i ~ ~ m ~ - r z n m ~ ~. ~ m Z ~~ ~~p~ ASSUMED TO BEAR N00°01'32`E. ~\\ G ~r9°a . X'~'F~c~• ~~a ^ ~~ x ~ O - ° ~$ ~~x - N ~~ ~ ~~ ~ ~m ~~ g~ m ~~ x ~, m Q ~ / /// /,/~ ~~0 / / ~: ,O , o O I\ / ~ / ~ , ~, ~V ~ Z Z / / nv,Y / \ 2 ~ / / / 0 / N? ~ i ~ ~ ~ ~ ~ ~ / ~ 8 ~ c '11 / NlX1°01'32"E NOO°01'32"E ~~ ~ 139.20' EAST LINE OF / ~ THE SE1/4 / \ ~ rrte-- ~URVE DATA TABLE D NUMBER m ~~ ---..._ ~- ~ - OVE~~ 2636.1 ST. CROIX COUNTY ~ , °, Planning Zoning and Parks Committee n a ~ ~ ~ \ ~ .1U1. 2 5 200 $ ~ J ~ m 1f not recorded within 30 days of approval date approval shall be null and void c~ c2 cs ca Cs CERTIFIED SURVEY MAP EXEMPT N CERT COPY FEE: COPY FEE: 3.00 TRANSFER FEE: PAGESDING FEE: 22.04 BEARINGS ARE REFERENCED TO THE EAST LINE OF SECTION 11, V A ~ m ~~ r ; m ~ ~ Z DQ o T i i ~'_~.~• , .~ ~-. ~.,52®S~ ~K'H tHLEEN H. WALSH REGISTER OF DEEDS 5T. CROIX CO., WI RECEIVED FOR RECORD ~r ^~ i T' O O) '~ N ~ ~ ~ / ~~~ ~ -~. / / // ~ / i / /~ ,,/ ~ ~~~ o , ~ / ,//'~ / ~ ,// y m r` ~Z~ o ~o n m ~ ~p m SS ~ C m ~ ~- •• \ .. ~ ~ = Z _ _ 1 O~ n ~ ~_~ rosin s'~epartmeri'of Commerce PRIVATE SEWAGE SYSTEM / and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Jensen, Chris Glenwood Townshi SST BM Elev: Insp. BM Elev: BM Description: t3fl . O ~ CA . O ~ ® e e ~` _. C>; C' {ANA T~A~~ ~wTA ~r-IYn mrvnlrwllvl~ TYPE MANUFACTURER CAPACITY Septic ~~ ~ Dosing ~~ ~~ Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ? ~ 5'O '~ r ~ ,-..-- Dosing ~~~r ~/` {~) 3~~ ~O t ~ Aeration Holdin PUMP/SIPHON INFORMATION 0 , Number 3,„9,0 DH Lift Friction Loss System Head TDH Ft Z~.~~ .ao .5-~ 33-s~ Forcemain Length r Di ~ ~~ Dist. to well 2(0 SOIL ABSORPTION SYSTEM DISTRIBUTION SYSTEM GLGYF111V It Y!'1lA County: $t. CrOIX Sanitary Permit No: 395191 0 St a Plan ID No: (~Z O cel Tax No: piG -/o Z3 - Q'o -Udd STATION BS HI FS ELEV. Benchmark ~~3b (ems db .p ~ Alt. BM (~. 33 ~~ • `f'~- Bidg. Sewer ~ R~) ~• $b 88 (o ~ r SUHt Inlet d ~ ~ <<'~ r ~•• f2 SUHt Outlet ~ 1 / ~ (~ ~Z ~ - ~S, r Dt Inlet ~ ((.~r' r 8b . '}2 Dt Bottom L IS• aFp $ 3.O'}/ Header/Man. ~ &O c~ Z• S} O . Z r S 3/ Dist. Pipe • V b r ~os.2o Bot. System v .3 ri o _Sa~ Final Grade S~- s~ 6 St Cover ~+ c Header/Manifold h ~ fi Distribution /r Pipe(s) / ~ t/Z ~ O t ~ • S x Hole Size I ~ ii x Hole Spacing 2~ • ~ r Vent to Air Intake Dia Lengt - Spacing Dia • Length SOIL COVER v Proecnre Cvc4ome rlnly ur Mnunrl Ar' At-Grade SVStEmS Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ~ Yes ®No ~ Yes ®No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: O / /~ Inspection #2: "~`~-~_ ~.~ppt(~~ Location: 1620 County Road X Glenwood City, WI 54013 (SE 1/4 SE 1/4 11 T30N R15W) NA Lot 1 Parcel~y S) F,.~,,.lZ ra,Q2 : ~ ; U ~ a~ l Z "+ SD << cw~/ ~D 1.) Alt BM Description = 1 tTWr~ ~,,,,~,~.,,,,~ ad I~"~ ~ ?~ ~ 2.) Bldg sewer length = 2S•~ pQ~.,.,1oar-. ` ~~ ~~, ~~ - amount of cover = ;L ~' . ~ ` `3.)~C2ontour=~3.bs'~a~t^~ ~`~(r'`'(D,~ (oz'~'~) l Pfan r~ev~is~io~n Ffequ~e~d2 C • Yes ^ No Use other side for additions ' 'on. SBD-6710 (R.3/97) ~, r _ _ to /? ` A ~ • Ipsepctor's Signatu rre~ ~ ~ ? Cert. No. ` .J~ a 'fie'. ~.. _ .1~ A ~1M~0 /1 C~ Safety and Buildings Division County _ ~ 201 W. Washington Ave., P.O. Box 7162 St CfO1X ,~~~~~,~ Madison, WI 53707 - 7162 Site Address 1~ ~/' rr ~ Department of Commerce , /Z~• /~ ~ ~o.ZD G Sanitary Permit Applic 'eft--~ • r Sanitary Pemtit Number ~7 ~~ ~' In accord with Comm 83.21, Wis. Adm. Cade, pers~s! ' you pto;~tdt `~•~` ' ^ Cheek if Revision ma be used for secwnda u ores Priva s 5^(f 1 m L Application Information -Please Print All Inform t ~ ~ State Plan I.D. Number • ~„© 662430 Property Owner's Name ~.~ ~+ ` ~ ~ Parcel Number ~ .. ~O ~y~ ~J Chris Jensen ~ ^ '~ ~ ~ t Property t}wmes's Mailing Address ! ~ ' -~ s~ ~ . , y I.ocatinn 3152 160th Ave '` \ ,; SE'/e, SE'/a; S11, T3ON, R15W r City, State Zip Code t'? i one Numt» `,, ~ Lot Number Btodc Number WI Glenwood City 54013 rf , ~ , 71~5~2~s9~93 J , ; Subdivision Name CSM Number ,wv~iSZ-ost' ~~•f' P. 5//32 IL Type of Building (check all that apply) ~~ ~ S,,,L~,,,,; ^G;ty 1 or 2 Family Dwelling - Number of $edroorns 5 ~-~ ~ • ^ Village ^ PublicJCommerciai -Describe Use Xtownship GIenWOOd ^ State Awned 1 ~ 1 t~ u k ~ t~' t a 7 , ~S ~, S K /ttD ~- fl = 2 (. 0 ~ ~S q Saner Nearest Road Ct Road "XA III. Type of Permit: (Check only one box on hne A (numbering scheme for internal use). Complete line B if applicable) `~' I ~ New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Additiom to For County use Syst~n Tank Onl Existin S B• ^ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that applyxnumbering scheme is for internal use) 44 ^ Dion Pressurized In-Ground 21 X Mound 47 ^ Sand Filter 50 ^ Can~ruded Weiland 22 ^ Pressurized In-Ground 4i ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line 45 ^ At-Grade 46 ^ Aerobic Treatmaat Unit 49 ^ Recirculating 30 ^ Other V. Dis ersaUTreatment Area Information: Desigt Ftow (gpd) Dispersal Area Dispersal Area Soil Application Percolation System Elevation Final ~ Requtred Proposed Rate(Gals./Days/Sq.Ft.) Rate Elev (NRs+.Atickti) 750 750 ft2 750 ft2 1 NIA 104.50 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Step Gallons Gallons of Tanks Concede Constructed New Existing Tanks Tanks Septic 1600 1600 1 Skaw Precast X Lift Station 8DQ 800 1 Skaw Precast X VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the efts Plumber's Name (Prgnt) PI tgnatur MP(MI'RS Number P Thomas D. Gustum 227618 Plumber's Address (Street, Gity, State, Zip Code) N13450 937th St New Auburn, WI 54757 VIII. Coun /De artment Use Onl Approved ^ Disapproved Sanitary Pemut Fee (includes Groundwater Date Is• Surdiazge Fee) ~ ^ Owner Given Initial Adverse c~j ,~Jz J ,r y~ D~ • Ddermntation LY. Conditions of ApprovaUReasons for Disappr val • -~tt_ - f,,,,~., .~~.~.Q,t~" ~ (~ ,,,~}-- ~ c,Q,Qo,r,,.~lv,nwti+~a~teQ °~ p~ plans (to the (:ouniy onty) for the system on paper not w .~y _r _ IIi 0_ Q' 2 f6 ltJ O •c ~ c Q 3 ~ a 0 0 a ~ n ~ " ~ `~ Q a i W ' O ~ Q. 8 S 11 R W m J J ~ w w U ~ ~ a w w u uu u L m m JI Plot Map ~ ~ _ M_ ~ J c a a ~4 g o ~ JS ~ '~~~~ "s ~ c~aU~~ _~~ 5W o r N € UMC9f-v1 w c j U Proposed Driveway N a ~~ U i ~• a mw a- d C9 ~ ~ y ~ r i d~ fl.3 ~~ i dS ~~ ' i C i '~ i f m ~ O ~ a .._.. O a d LL o chi ~ ~ N c ' M_ OL ~ i ~ 'st jp U ~ OV ~ r9 ~ ~i ~~ (V ` ~ ~ o 0 Q ~ ~1 ~~~ ~; m ~ ~ ^ ' ~- -. ~C ~~ S ~ $fo4~ 2% ` i N~ ~ ~1' `` ~'~~ ,+ i~ ~ ~ '~ ~~ ; ~i ~ ~ io 4 ,` l ~ ® ' ~ ~ ` ' 1 , ' ~~ ~ 'i ' ~ ~ ~ V ' ` ~` 1 ~~ F ~ i i~ ` I1 f ~ ~ I N V 1~ i ~' 1~ 1 1 ~ F ~i -0 l...... ~ Q 7 ~ C ~ ~ ~ ~ ~ i 7 ~ i ~ i ~ b ~ ~ ~ ~ X W ~~ ~ ~ i t0 ~ ~ ~ i ~ ~ ~ ~ ' ~ \ (V i f i Mo cN ~ ~ ~ ~ mO c i ~ ~ m i _ ~ ~ .. ~ ~ ~ O o o c c Q U in cal io ui o g o ~ ~ ~ c ~ m , Pa 6 ~I 7 -~ ~i I ~ _ Safety and Buildings 401 PILOT CT STE C WAUKESHA WI 53188-2439 ~ ~ TDD #: (608) 2648777 ,~~O~~I ~ www.commerce.state.wi.us/sb www.wisconsin.gov ' Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary July 19, 2001 CUST ID No.227618 THOMAS GUSTUM GUSTUM SEPTIC SERVICE N13450 937TH ST NEW AUBURN WI 54757 ATfN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/19/2003 Tdentifica ' - tiers Transaction ID .66243 SITE: Site ID No. 633239 CHRIS JENSEN Please refer to both identification'numbers, CTY ROAD X above, in all correspondence with the agency.. TOWN OF GLENWOOD, 54012 ST CROIX COUNTY SE1/4, SE1/4, S11, T30N, R15W FOR: DESCRIPTION: 750 GPD MOUND OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 803195 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10691-P (N O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10706-P (N O1/O1). • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodi lea iif®e~lter is required. Access to the filter for cleaning must be provided per Comm 84 product ap dt' • A Sanitary Permit must be obtained from the county where this project is loc ed ~n ac~4.p4 e~i the requirements of Sec. 145.135 and 145..19, Wis. Stats. S~ 'S1`~~~- • Inspection of the private sewage system installation is required. Arrangements fo`r ~ 'on shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), is. 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 THOMAS GUSTUM Page 2 7/19/01 required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions azise 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. Sincerely, / c ~~ THOMAS J: PERKINS POWTS PLAN REVIEWER, INTEGRATED SERVICES (262)521-5064 , 7:30-4:00 TPERKINS@COMMERCE.STATE. WI.US FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code; 7633 cc: THOMAS GUSTUM, GUSTUM SEPTIC SERVICE Mound System Cover Page Project Name: ,~, ~ 7 RECEIVED JUL 1 ?~ 2001 Chris Jensen Mound SAFETY & BLDGS. D1V. Owner's Name Chris and Lorie Jensen Owners Address 3152 160th Ave Gienwaod City, \IUI 54013 715-265-7392 Legal Description sE ~ ~/., SE • ~/. Sec 11 T 30 N, R 15 w ~ Township Glenwood County Sa-rrt Croix Subdivision Lot# Parcel ID# F Table of Contents `••,O 1 Cover page TFiOA~ p• s ~ 2 Mound Sizing Calculations GUSTUM ~ 3 Pressure Distribution Layout and Dynamics ?201 4 Dose Tank Calculations ~- 5 Management and Contingency Plan ,•.. c"•••••••••••••'4, 6 Plot Map SSG NE 7 Pump Curve Specifications total # of pages: 7 •, Designer Name: Tom Gustum ~tS! O License #: Date: D1201 7/9/2001 ~Q ~ Ph. #: 715-658-1344 ~~ ~ ~/- to 9ti0 F Signature: s GQ~cF 'y ~it 'yn _ Mound System Design Methods Used per "AAound Component Manual For Private Onsite Wastewater Treatrnerrt Systems' (Version 2.0) SBD-101-P (N.01/01) per "Pressure Dtstr'stwiion Compor»nt manual for Private Onsite Waste~nratx Treatment Systems (Version 2.4} S$D-10706-P (N 01(41} 3bRdvisement N12488 220th St, Boyceville, wl sans Ph: 715-643.6068 email: Mound System T Slope: # of Bedrooms: Depth to limiting factor: Absorbtion rate of fill material: Absorbtion rate of in-situ soil: Effluent quality Max BOD effluent value: Max TSS effluent value: Mound Sizing Calculations Project Name: Ghris Jensen Mound Site Conditions Project Type: Cor 2 Family Dwelling Mound Plan View L 101% 15 in. 1 gal/ft2/day 0.5 gal/ft2/day Eff#1 ~ 220 mg/l 150 mg/I Mound Cross Section Final Grade ~-= Synthetic Fabric Distribution Cell System Elevation b~ s dd. Cover Material Fill Material Invert Area ~~,~-~-Slope u ~-Forcemain~Contour 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(ti)(g) Distribution Cell to have minimum 8" aggregate below lateral and 2" above. 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 (Fn: Fill length (L): Upslope width (J): Downslope width (Toe) (I): Fill Width (V1n: Page 2 of 7 21.0 in. 30.0 in. 9.5 in. 6 in. 12 in. 11.8 ft. 123.6 ft. 7.1 ft. 16.3 ft. 30.9 ft. Design of the Distribution Cell Basal Area System Design Flow: 750.0 gal/day Basal area required: 1500 ft2 Distribution cell width (A): 7.50 ft Basal area available: 2380 ft2 Distribution cell length (B): 100.0 ft Area of Distribution Cetl: 750.0 ft2 Observation Pipes Contour Elevation of Mound: 102.75 ft Location from end of cell (27: 16.67 ft System Elevation of Mound: 104.50 ft Final Grade of Mound: 106.29 ft Observation Pipe ~,,~ G ' u F ~`da ~ s Mound System Pressure Distribution Calculations Project Name: Chris Jensen Mound Page 3 of 7 Lateral Layout Lateral/Manifold Design Lateral elevation: 105.0 ft Lateral diameter: i'~ • In. Rows of Laterals: 2 • Lateral spacing (S): uft Manifold type: center • Lateral to cell edge: 1.75 ft Orifice diameter: p,12, • In. Lateral discharge rate: 9.47 gpm # of Laterals: 4 System discharge rate: 37.90 gpm Distal Pressure: 5 ft " - ~ Manifold diameter: 2 • In. Lateral Length: 9. f #.. j Manifold length: 4 ft Orifice Spacing/Distribution Orifice spacing (X}: 26.40 Inches Orifices per lateral: 23 Avg. ftZ/Orifice: 8.15 ft2 Forcemain Friction Loss Forcemain length: 64 ft Forcemain diameter: 2 • In. Friction loss in forcemain: 1.912 ft Lateral Side View ngth Lateral Plan View -- lateral Length ` 4 Turn-up rroJball va4ae or cteannut plug Orifices on bottom of lateral e~,raAy spaced P'VC laterals and forcema~r to comply with specfications per Comm $4.30(2uel Farcemain connection via tee ai cross to manifold at any paint Clean Out Detail Glean-out plug final Grade ~ ar ball valve Observation Pipes Sprinkler Box bang Sweep 90 fi" Nlinimu~ JVater tight cap or plug Nate: Closet Coate may be used in place of 318" bar x-318° Bar Mound System Septic, Pump and Dose Tank Project: Chris Jensen Mound Tank Information Pump tank manufacturer: Pump tank size/model: Pump tank gal/inch: Tank bottom elevation (inside): Septic tank manufacturer: Septic tank size/model: 'ITv'atertight Locking Gover With Warning Label Skaw Precast 800 19.18 95 ft Skaw Precast 1600 Pump and Filter Total Dynamic Head Pump Manufacturer: Little Gian Are laterals highest point? Pump Model: 9EH if not, enter highest elevation: p ft Effluent Fitter: Zabel A100 System head (distal x 1.3) 6.50 ft Vertical Lift ("D" to lateral) 9.38 ft Note: Access opening of sufficient size to be provided to afiow removal ofT~ter. opening ro tem~nate at orabove grade. Friction loss in forcemain: 1.91 ft Pressure loss from filter: ~ft Total dynamic head (TDH): 17.79 ft Pump Tank Diagram 4 [noh Minimum i4ltemate. []u0et Location Finished Page 4 of 7 Dosage Volume Does forcemain drain back to tank? l~ Lateral void volume: 20.9 gal Dosage to absorbtion Ceil: 104.6 gal Forcemain volume: 11.2 gal Total dosage: 115.8 gal Pump must be capable of 37.9 M and head pressure of: 17.8 ft Dose Tank Levels In. Gal Weep Hole A A Reserve 26.2 502.0 orAnti- Siphon ~ B Pump off to Alarm 2.0 38.4 Device C Total Dosage 6.0 115.8 D Effluent depth for pump 7.5 143.9 Total Capacity: 41.7 800.0 D Elect: per Comm -16.28 and hlEG300 Mound System Management Plan pursuant to comn 83.54 W. A. C, page 5 of 7 Owner's Responsibility: The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make periodic inspections of the components, checking for surtace discharge, treated effluent levels, etc. The owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction and/or the department. Septic 'tank: Septic tank(s) are to be inspected routinely and maintained by department approved individuals when necessary in accordance with their approvals. The use of chemical/biological "treatments" is not required or recommended. If such additives are used, make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent filters are to be removed & cleaned as necessary, with provisions to keep solids from passing the septic during removal. No more than 1/3 of the usable tank volume may be occupied by sludge/scum. 3 year inspection: if tank has greater than 1/3 volume sludge, tank contents must be emptied and disposed of in acxordance with NR 113 Wisconsin Administrative Code by an approved individual. If the inspector does not recommend pumping of the septic tank, then the owner must be notified of when pumping should be done as to not exceed 113 sludge volume. Septic tank should be routinely inspected to be watertight and of good repair. Pump/Dose Tank If an effluent filter has been installed in the pump/dose tank, it must be removed i3< cleaned as necessary, with provisions to keep solids from passing to the mound component during removal. The pump, float switches and alarms must be inspected at least every three years for proper operation. Pump/dose tank should be routinely inspected to be watertight and of good repair. Mound and Lateral System The mound system component must remain free of ponded surface water prior to pump operation. If 4 inches or more water level is detected in the observation pipes, the owner must be notified of possible problems/failure. The designed daily flow capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the component. Activities OTHER than mowing/maintenance (i.e. excessive walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion capabilities and/or possibly cause it to freeze in winter conditions. Lateral distribution pipes should be flushed out/tested every 18 months using the c4eanout points at each end of the component to remove scum that may clog orifices. Performance Monitoring: Performance monitoring must be done at least once every three years following the installation or at the time of a problem, complaint, or failure. Contingency Plan: If the septic tank, pump tank or any of their components therein (including floats, alarms, pumps, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the mound component cannot accept wastewater or ponds wastewater to the surtace, the component must be repaired or replaced in it's current location by either: extending basal toe to provide added absorbtion area; or by removing the clogged bacterial mat,aggregate cell, and distribution piping within the mound and replacing said components in order to return system to proper working order as required. u v LL, Plot Map ~ _ a ~ a X ~ ~ _ a ~ ~, 'S cQV~W a LL ~ ~ ~ '$ o -~° uNi ~ I N xi 7 UMC7 c ~ N - U e Prop~~ driveway 7 ._ U'~ r~ a • U ~ a ~ ~~ Ul O~ p ~ (~U ~ i a= rL c ~ _ ~ ~ ' Q- ' LL iu a $ ~ ~ ~ 0 c - ~ ~ ~ O 'v 0 ~ U '~ ; d- U ~ ~, to ~ ~ O 7 `~~ a i' ~ C ~ mom ~ i 3 ~ ~ao , ~ ,~ ~ ^ o o ' ' ~ a ~° a F° ~ ~ ~ ~I-- - ~ I ~ ' ~ ~ ~ ~ o S S ~ i ~ i i '', ,, s~ Rio ~, ~, W J ~ J ~ W W J U ~ ~ ~~ i ' i ~ i~ i a ~ u u u ', ~; +~ ,! N ', ~ ' ~ E O i m e- i ' ® s ` ~ ' r ~ ~ ~ 1' ~ ~~ ' ~ ~ ' i ~ [ ~ ~ ~ 1 ~ ~ I 1 ~ ~` ~ 1 1 1 ~1 ' 1 I I I CQ ~ I ~ ~ ~, 1' ' yU ~ ~ I '~ ~ ~~ 1' ' i ~ ~ ' Q ~ C ~ , ~ ~A ~ i 7 ~ '~ ' ~ X .~ ~ tp ~ '1 ~ ~ ~ i ~ i r fV ' 'i ~ i ~ '~ M O ~ ~ m ~ ~ ~ ~ ~ m i i ~ ~ i O ~ 7 ~ O ~ C i c ~ U ' ~ ~ ~ r Q ' ~ ~jj ~ (V V ~ ~ i i ~ r. ~, m ~Pa6of7 9EH SERIES SUMP/EFFLUENT PUMP ions MODEL CAT. LISTING HP VOLTS SOLIDS SIIE RUNNING PERFORMANCE (GPM Q HEAD) SHUTOFF PSI PWR. CRD. WEIGHT DIMENSIONS N0. N0. (Dia. In.) AMPS/WATTS 5' 10' 15' 20' IFI.- (Fl.) (Lbx.) (H x L x W) 9EH-CIM 509330 UUCSA 4/10 115 3/4 13.0 1000 11 68 60 49 32 13.8 20' 27 9.11 x 11.64 x 8.94 9EH-CIM 509340 UUCSA 4/10 230 3/4 6.5 1000 71 68 60 49 32 13.8 20' 27 9.11 x 11.64 x 8.94 9EH-CUI-RFS 509350 UUCSA 4110 115 3/4 13.0 1000 71 68 60 49 32 13.8 20' 27 9.11 x 11.64 x 8.94 9EH-CIA-RFS 509360 UUCSA 4/10 230 3/4 6.5 1000 71 68 60 49 32 13.8 20' 27 9.11 x 11.64 x 8.94 3C w ~ zc a a = lL c FLOW- LITERS/HOUR 0 1000_ 2000 3000 I I I . U tU U 6U FLOW- GAL ONS/MINUTE PUMP PERF^ MANCE CURVE 115V OHZ A - to ti 7.5 w W f -5 - a _ a _ W z.s -o eo Construction Motor Housing Epoxy Coated Cast Iron Impeller Material Poly Carbonate _ Im ep ller Type _ _ _Closed Vane _ Volute ABS Power Cord SJTW-A Mechanical Shaft Seal Nitrile with carbon and ceramic faces Fasteners Stainless Steel Shaft Stainless Steel Bearings Upper Sleeve and Lower Ball Bearings M.J! lIJ[ i N~4r a~`" a ~ s o ~ ~~ ISO 9001 CERTIFIED ~e~Q~ ~ oT 7 Little C>I<iant Pump Co. PO Box 12010 Phone: 405.947.2511 Okla. City, OK 73157 Fax: 405.951.5674 www.LittleC><lantPump.com ~ Fonr 995235 - O1/00 c _ "~' p~ ~\ R~c~ivE~ SOI ALUATION REPORT Wisconsin Departrnent of Division of Safety and Build t r t ~ ~.. •~...n...:ff, n~ w;~ norm r~,dP 1431 Page 1 of 3 Gustum Septic Service ~ ~ ., ~ o c ~ ,a L If lJ f County - Attach complete site pl on per not Iessgtpr~IX inches ins n must St. Croix indude, but not limited I and horiz -t~~epce point (B i and parcel I D percent slope, scale or di s, nom an to nearest road. . . PI a all intror-nat' a ewed By Dat e~ Personal information ya provide ' acy l.aw, s. t5.04 (1) (m)l. ¢ ~ Q 7 !,~/Q Property Owner Property Location Jensen, Chris & Lorie Govt. Lot n/a SE 1/4 SE 1/4 $ ] 1 T 30 N R 15 W Properly Owner's Mailing Address Lot # Block # Subd. Name or CSM# 3152 160th Ave n/a n/a N/A City State Zip Code Phone Number ~ City ~ Village ~ Town Nearest Road Glenwood City ~ WI 54013 715-265-7392 Glenwood County Road X 1160Th Ave. i~ New Construction Use: ~ Residential /Number of bedrooms 5 Code derived design flow rate 750 GPD Replacement J Public or commeraal -Describe: Parent material shale bedrock Flood plain elevation, if applicable n/a General comments and recommendations: Part of 20 acres. Recommend mound system along 102.75' contour. Boring # J Boring 1 5 in R t li ti ~ . Soil App on a e ca Pit Ground Surface elev. 100.2 fL Depth to limiting factor Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ~E~~GP D ~ ff#2 in. Munsell Ou. Sz. Cont. Cobr Gr. Sz. Sh. 1 0-9 10yr3/4 none sit 2mcr mvfr as 3f,1 m 0.5 0.8 2 9-15 10yr4/3 none sl 2msbk mvfr cw 1 f,1 m 0.5 0.9 3 1~ 8 10yr5/4 02 ~ 5~~7/Z sl 2msbk mvfr cw - 0.5 0.9 4 18-30 10yr6/6 02 ~ 5~~~/2 sl m mvfi - - n.p. n.p. I - I Boring # Boring .rt plr C,rru,nd Surface elev. 105.3 ft. neoth to limitna factor 15 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description C1u. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots 'Eff#1 P D/ft'E 1 0-10 10yr3/2 none sit 2mcr mvfr as 2f,1m 0.5 0.8 2 10-15 10yr4/4 none s{ 2msbk mvfr C`x 1f,1m 0.5 0.9 3 15-24 10yr5/4 02 ~ Sp ~~jg7/2 sl 2msbk mvfr cw - 0.5 0.9 4 24-35 10yr6/6 c2 ~ 5~~7J2 sl m mvfi - - n.p. n.p. Effluent #1 = BOD 5> 30 <_ 220 mg/L and TSS >30 < 150 mglL ' Effluent #2 = GODS < 30 mglL ana I S~ < su mgrs SST Name (Please Print) Signatu ~ CST Number tom Gustum ,,,- 227618 4ddress Gustum Septic Service Date Evaluation Conducted Telephone Number N13450 937th St., New Auburn, W154757 6/22/01 715-658-1344 '~ " , Property Owner Jensen, Chris & Lorie Parcel tq # Page ~ _ of 3 a Boring # -~ Boring ~ Pit Ground Surface elev. 100.2 ft Depth >p limfing factor 2 in. Sal Application Rate Horizon Depth Dominant Color Redoz Despiption Texture Shucture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Cobr Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-8 10yr3/4 none sl 2mcr mvfr as 3f,1 m 0.5 0.9 2 ~ 8-13 10yr5/4 none sl 2msbk mvfr cvu 1f 0.5 0.9 3 13-21 10yr4/4 none sl 2msbk mvfr cur - 0.5 0.9 4 21-30 10yr4/6 c2-3p IOyr7/2 7.5 5/8 sl 2msbk mvfr cw - 0.5 0.9 5 30-41 10yr6/6 c2 ~ 51 /5 g7~ sl m mvfi - - n.p. n.p. ^ Boring # -,,J Boring Pit Ground Surface elev. ft Depth to limfing factor in. Sail Applicatiai Rate Horizon Depth Dominant Cobr Redox Description Texture Stnrdure Consistence Boundary Roots in. Murrell Qu. Sz Cont. Cobr Gr. Sz. Sh. 'EH#1 *Et7#2 ^ Boring # --~ Boring Pit Ground Surface elev. ft Depth to limiting factor in. Soil Applcation Rate Horizon Depth Dominant Color Redox Description Texture Stnrdure Consistence Boundary Roots in. Munsell Uu. Sz. Cont. Cobr Gr. Sz. Sh. 'Etf#1 'Eff#2 `Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS < 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 depamnent at 608-266-3151 or TTY 608-264-8777. o -~ o cn ~ I O N C.~ C I v I N U~ n I O it ~ i > I O O O I ~ ~ C I I O p I G C ~ ~ I I ~ I I CD I 1 I I ~ W 1 1 1 I ~ 1 I I I N O (iJ I I 1 1 O 1 II I I I 1 1 1 I 1 11 I I 1 I 1 { 1 1 I I I I t I 1 1 I I II 1 1 I 1 ~ 1 I 1 '~ t I 1 1 I I 1 I 1 I 1 1 1 I I 1 I I I I 11 1 I ' 1 I I II 1 1 ~ i 1 I 11 ~ I 1 'I 1 I 1 1 I I I I 1 W W 1 I I I II j ~ II : N 1 1 I 11 I' ~ W II I 1 I ~ N I ~ 1 li ~ ' II II II 1 I ~I ~ ~ i 1 I I 1 1 p (n r"~"1 I'Tl Cn n l 1 n r r `G I 11 1 II ~ D C C ~ ~T~ I 1 1 I O fTl Cn ~i ~l~I 3d0{C II i II N fl o o O Z C a i 1 11 1 0 0 0 z I 1 ~ - I 1 ' 1 0 ~_ o o z .I 1 II fl CJ X I 1 1 I ~ .. (n j '1 It 11 cn Q I 1 I . 1 1 O -1 ~ ~L I 1 1 O O - I I 1 1 ~ ~ ~ I W 1 ' 1 S I ~ -' W 11 1 II O O I ~. O~ 1 I 1 W 1 O ~'1 1 ~ ~ O n I N -A I 11 (~-. ~ ~ ~ I (D = I I ~ ~ O ~ ~ r-I 1 0 "' I I,... D- f I D- ~ I O ~, I ~ I O I = ~ O I O -~ ( I C O I ~ a O CSI j ~ ~ - C I (p O Q I = I I Z7 I W I /pManuQ pasodosd _ _ n~ -- ,~ rv G;>' r >~ - - m ~ co <n ~--1~'~ N a. ° ~. s, g ~ n -~, m ~ n ~ q \ ~ n ~ ~ S.f=~m~ - ~a ~a~ ws W _O ~ 1 p 0 W _. - ~ Z _ o ~ A N - C < l> CO C7 f'7 W W ~W3 w~ ~z WQ t1 a~°~ °~g~ N S~ J ~ U en (9 _. p~ n ch ~ W W W W LL W ~ W Q d' ~ Q ~ ~ ~ N W J Q Q ~~ ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer C ~IR~~I T~~ri~'~ ~",~~/Sf/1/ Mailing Address 3 l s a / 6 0 r`' ~ ~f G G ~`,t/~iD oO c~ T ~' w1 S ~d /, j Property Address CitylState LEGAL DESCRIPTION Department for new Parcel Identification Number Property Location 4S ~' '/4, ~~ '/., Sec. ~~ . T ~ ~ N-R= ,Town of 6 L TNv~Ja Subdivision .Lot # Certified Survey Map # ~ S ~- US o ,Volume ~ S ,Page # y/ 3 a y y/ 6~y Pa e# 7 Warranty Deed # ,Volume ~~ ~ g ~ Spec house ^ 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, p~~y g~ ent a certification form, signed by the owner and by a 'rhe owner a to submit to St. Croix Zoning Departmv that 1 the on site wastewaterdisposal system arastCrplumber,journeymanplumber,restrictedplumberoralicensedpumper egg ( ) 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. I/we, 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 Office v~nthrn 30 days of the three year expiration date. C/~~ ~ ~ a6~ ~ ~ SIGNATURE APPLICANT DATE OWNER 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 Register of Deeds Office. SIGNATURE OF APPLICANT DATE «****« Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** a© (Verification required ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed ~r~~ ~J~PAGE ~ f 1 ' DOCUMENT NO. f WARRAI~iTY DI;[D THIS SIA<'[ RESERVED f011 P[CORDIN6 DATA 491619 STATE BAR OF WISCONSIN FORM 2 -1982 Kraig K. Konder and Mauree-I C. Konder, ~'~~~~~ ~ Q~~~~~ ..hus)iar[d artd life as survivorship ~narftai ._ .._. ~~. CRp1~ CO., WI ~_.p~pe2,ty.- .... ..._ ....._ ........ ... .................._.........-- ...._ _.. Rf~'d for Re^ord .... _.... - ~ ....... -...... - ._ -_........_......~ .............. NQV16 ~ convey: and warrants to .. ... C.}'?T'istophel~ R.-.Jensen-311d-----------------„ ~ 10,009 AIV- .._.-Lorie..,3Pnaen, husband .and wi£e. - ..-_.... --------- ----------- /1~ C'Q"'~~X. _........._.._... -- --- - __ . - - - V . _ . - - ... _--- - ------- -- - - ---- eiDab .. -.... .. ...................................... ........ .. ............ ... ...,.-...... .... RETURN TO the following described real estate in St. CroiX ....County, _- - -- State of Wisconsin: Ta= Parcel No_ ______________________________ Sl/2 of S$/14 of Section 11-30-15, except part to ~iilliam G, and Mary B.' 'I Burke in Vol. "503", Page 5)12 and except Lot 1 of CSM in Vol. "6", Page 1565; and except part to Robert P. Lyons in V~lurrle "831", Page .350; and i except Lot 1 of CSM in Vol. "8", Page 2182. ~~ T'RANSFF.b ' ~'' ,. ~, $16~ o ~~ . . ., . ~, This .. --..1.5...--..._..-_.. homestead property-. (is) (is not) Exception to warranties: eaSeiCientS, restrictions and rights-0f-Way Of reCOrd, if any. Dated this ___-...-----.~~J..~-...----------- day of .-. /~~ - -_-,Kraig K. Konder October 92 ............. . - - - - - - ..__..... ~ 9--- 1`....-... QGIJt.e,G-a.- ~•_~.. -- -- ... - - (SEAL) Ma n C. Konder ..-....-•--- -------•---- -----•------•-------- -------(SEAL) AII4 .LSNTICATION Si~natui,e(s) ,Kraig K. Konder and 1~1~ ---•------------------•-•--•-•-- ------ -- ---- ureeri C.:Konder------••-••••----••----- authenticated thiso day of... ~tOber 92 . - ---•----••-~ 19---•-- Krishna and TITLE: MEMBER STATE BAR OF WISCONSIN authorized by ~ 706.96. Wis. Stata.) THIS INSTRUMENT WAS DRAFTED BY Kristirla O~l.and Attorney at Law (Signatures may be authenticated or acknowledged. Both are not necessary.) _...... _ ......... ......._ .-.....(SEAL) ACKNOWLSDOMSNT STATE OF WISCONSIN sa. -----•------••--• ...................County. ~ Personally came before me this ................day of ----------•-----------------•---•---------• 19-•--•--- the above named to me known to be fhe person ___..::_._.. arho executed the foregoing instrument a_Td acknowledge the same. NcY9ry Public ..........................._.._...._..-.County, Wis. My Commission is permanent (If not, state expiration ) ate. ----•-•--------•-°----------------•----••-•-----......_, 19.---•---• • ; ~` 4 ~~~ y,,.... ~ .~ 4~ v .J v '•,2050 HLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIt1ED FOR RECORD 07-~5-001 10:15 AM ~ A i~ ~= o~ o o C~ w ~ C O CERTIFIED SURVEY MAP O I ~ z I i ~ iq° ~ m ~ ~ n ~ ~ ~ ` CERTPCOPY FEE: I~ ., , ~ ~ ~ g ~ o Z COPY FEE: 3.00 A so~ ea ro , ~ i~ `O v ~ ~ ° T ° y m m TRANSFER FEE: ~, i „ ++ - cn ~ n >o ~ RECDRDIH6 FEE: 12.00 ~' I o ~j N~ fO V ~ C ~ O ~ c ~z PAGES; 2 m ~ ~ m~ ~ Rio ~ ~~ IP ~w ~ ~ ~m°r N '11 ~ ~ ~ ~ i~/U i ~ I ~ I~ m O fm m ~~b~ i~ i° n w z "~l z i o ~~ ~~ ~ BEARINGS ARE REFERENCED TO ~ ~ a~z5 ~/v~ i~Q THE EAST LINE OF SECTION 11, N iji~ ~~ I ~~~ ASSUMED TO BEAR N00°01'32"E. A 4 "V Q~S'62'E QO o ,,~a~o ~?~o a :267.7T ~ , Qe a ~aao~ 44.23' G r ~~ '~ ' sa"vv '~ ~~I -- a28 a3, I V p T ~ ~ I~ <<6 ~ ^ - O I ~ T ~ ~ ~ V o0 `~ a~ ~r A~ ~_~ r ~~ I ~ m ~ m m$ g ~~A- v~ ~m`~; m V n inn O ~n Z ^^ Qv _ / I~p j y ~ < ~ ~ i ~~ ~ ~~ Y/ A ~ ~ m ~I~ m ~ ice; ~ _ m ~ ~ ~ ~~ Ol N ~ / ~/ 1~ I ~ ~ I I ~ ~1 / ~^^-I 111 v I~ ~ O O m // / '/~ I uuU CO .i 'n ~ ~/ ~/~~ I ou Z m 2 O / ~ I .~J m p T ~i ~ p ~o m ~ ~ ~~ ~~ ~ ~ ~ ~~~ ,~ ~^ 000 ,~^ ~ ~ m• / O °' , o ~° O O m / /j //~` ~~^ ° ~// 0 0 Z Z rn rn C7 ~ ~. ~3: ~ / ~ , ~ / i/~ i~ m m ~ gip, A ~ / ~ O ~ ~~/~~OO~ ~ /~o'~ C~ ~ Z ~j j` ~f / / 'jam O V ~ ID ~ O 1 ~ (L-~ l/ / N00°01'32"E \°.// m~ ~ O Z 8 NOO°01'32"E ~ / 2sss.1 I ~~ E cn m ° ~ n ~ ~It ST. CRO X 138.20' ~°, O Planning Zoning and Parks Committee n ; z z O ~ N EAST LINE OF ~ ~ ~ n ~ 2 5 Z(1~~ ~ ~ m m ~ ~ m ,- o J 111.. J ~ L___~ THE SE1l4 ~ / ~ I ~ ~ , i m ~ O O If not recorded within 30 days of ~ C ~URVE DATA TABLE approval date approval shall be Z ~ N -o null and void _~.. ui iuwro n~ c~ r_o Ca CS ~ A Z£ Lt~ 3pt/d s c •~on S~33HS Z d0 Z .L93HS •ao!nps ~o; ao!~}p 6u!uoZ ~unop x!o~p ';S ay; ~e;uoo !ao~sd ~(ue 6u!do!anap ~0 6u!seyomd ago;ag (•o;a '!ao~ed o; ssaoos 'az!s;o! wnw!u!w 'spas!;aM '•a•!) suo!;e!n6a~ pue sa!n~ 'sMe! ~uno~ pue a;e;S o;;aafgns si (;e!d) dew siy; uo annoys !aced yoe3 ~ _.~1 ~0 NM V ~; I~j ~Is~%1~.~w~~ 'awes 6wddew pus 6ui~(an~ns u! x!a~ •;S }o ~uno~ ay; }o aousu!pap uo!s!n!pgnS push pue sa;n;s;S u!suoos!M ay;;o tiE'gEZ ~a;dsy~;o suo!s!nad;ua~~no ay; y;!M pa!~dwoo ~(~!n; aney !;ey; :paquosap pue pa~(anlns ~Gspunoq ~oua;xa ay;;o a!eos o; uoi;s;uasa~da~ ;oa~~oo s s! dew ~(anmg pa!;i~a~ s!y;;sy; y!~ao osis 'I •p~ooa~ ~o s;ueuanoo pue suo!;o!~lsa~ 's;uawasea gay;o pe pue ~(eM-}o-;y6u („X,J ~(enny6!H ~un~l ~uno~ o;;oafgns s! !ao~ed '('3~ 'bS E85'ZZ8) sa~oe 88'81 su!e;uoo !ao~ed paquosaQ •6u!uu!6aq ~o;u!od ay; o;;aa; 00•SZZ~ 'aw! y;nos p!es 6uo!e '3~~80~b5a68N aouay; :ti/13S pies ~o au!! y;nos ay; o;;aa} 00'ZlE 'lao~ed pies;o au!!;sea ay; 6uole '3~~Z5,5OoO0S aouay; :ao!~o spaaQ ~o ~a;s!6aa ~uno~ xio~~ •;S ay;;e ti0E abed '6Z9 G awn!o~ u! pap~ooa~ !ao~ed a ~o ~awoo;seaypou ay; o;;aa; E6'8Z6 N6~65~15o91S aouay; :~ua6ue; }o;u!od ay; o;;aa~ ~g•gZti~ anJno pies;o ors ayl pue ~(eM-;o-;y6u p!es 6uo!e pia;sanny~ou aouay; :;aa; gg•~Zti ~ samseaw pue M„O5~ LOaZbN s~eaq p~oyo asoyM „gti,90a1O sa~nseaw a!6us ie~;uao asoynr.'~y3a;ssay~lou ansouoo'aNno srnps~;oo; g{•6051 l suo;u!od s pue pea!!ea p;~ !e~;ua~ ay; ~o ~(sM-~o-;y6u ~(!~a;sanny;nos ay; o;;aa~ OZ'8El 'uo!;oag piss;o ~/G3S ay;;o aui!;sea ay; 6uole '3~~ZE~LOo0ON aouay; : ~ G uoi;oag;o ~awo~ 3S ay;;e Buiuui6a8 :snno!!o; se paquosap :u!suoos!M `~uno~ x!a~ •;g 'poonnua!p ~o unnol 'MSI~I 'NOEL ' l l uo!;oaS ~o ti/l3S aye ~o b/l3S ayl ~o fed ui pa;eoo! pue! ~o !ao~ed y :snno!!o~ se paquosap s! paddew pus pa~(anms !aced pus! ay; }o tiepunoq ~oua;xa ay;;sy; :dew ~(an~nS pa!~!pa~ s!y; ~(q pa;uasa~da~ s! yo!yM !ao~ed pue ay; paquosap pus paddew 'pa~(anJns aney ! 'uasua~ ai~oq pue ~aydo;suy~ ;o uo!~anp ay; /(q;sy; N!pao J~ga~ay '3ol~an,nS push u!suoos!M papa;s!6a~ 'wnue!~ •~ u!nnp3 'I 31b'~1~11~13~ S~t10~3~~if1S 6lL l-6bL-5lL X`dd 8lL L-6bL-5lL 3NOHd EZObS IM 'S1d39Oki .59. AMI"I b'958 'ONI 'JNUl3nF1f1S ONVlH1dON WnNlfld O NIM43 ao~nans E LObS IM '~V.IO 4O0MN3lJ 3f1N3nd H1091 Z4LE N3SN3f 3iFiOl aNb' a3HdO1SItIHO ~3NM0