The URL can be used to link to this page

Home My WebLink About016-1002-710-100 Safety and Buildings Division County ~ ~'r ~ ~ ` 201 W. WashingionAve., P.O Box 71 b2 I 2Q~~ - I~~O~~I~ Madison, WI 53707 - 7162 ) ~ Sartltary Permit Number (to filled in by Co De artment of Commerce (608) 266-3151 - ~3 I ' Sanitary Permit Application mb er D Nu State P l a n I In accord with Cornm 83.21, Wis. Adm. Code, persona! information you provide ~ QQ "" ~~ ~~ ~~ /~q / /j ~~qTN~ / V 7 / S~ may be used for secondary purposes Privacy Law, s15.04(1)(m) ~~, Project Address (if different than mailing address) -- ti Pl P i All I f ~7 ~ ~- 3~~ ST-• on jg~ r ease r nt n orma I. Application Information - Property Owner's Na me ~~arcel N Lot k Block X r Property Owner's M ailing Address : ~ ~ Property Location ®'~`!-r ~' r t ~~r~~ ~ ~ ~-- ~ ~ 'A ~ !6 Section -,~ , Ci rate Zip Code Phorx Number , , --~ ~ ~O N; R~_E of Building (check all that apply) II. Type d ~ mbe CS ubdivi t~ e (,~~~ ~ 1 or 2 Family Dwelling -Number of Bedroorru ~ ~~~ e D ib l U C i ^ ~ ~ ~ ~ ~/Z (o ~~ escr e ommerc - s Public/ a ~ / n ~// C ~ ~ S -_- OtP•3 ~ ~ k 1 d'Iti ~ T' ^ State Owned -Describe Use of ~ lage Townsh ip ^~il ~City _ _ _ / ' ' V' c=am tX~t'G7~ III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' ^Ncw System Replacement System ^ TreatmendHoldin Tank Re lacement 0:.~ g p y ^ Other Modification ro Exisnn S stem B Y B. J Permit Renewal ^ Permit Revision j ^ Change of ^ Permit Transfer ~o '~e~~ List Previous Permit Number and Date Issued Before Expiration I Plumber Owner IV. T of POWTS S stem: (Check all,that a l) _ _ r Non -Pressurized In-Ground Mound > 24 in. of suitable soil ^ Mound < 2a ir, of suit:!;le so;l ^ At-Grade ^ Single Pass Sand Filter Coruwcted Wetland .~ Pressunzed In-Ground ~' Holding Tank ^ Peat Filter _: ~\er bic ' reatment Unit ~.' Recirculating Sand Filter ~ ^ Reurculaung Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pc~ ~' Other (explain) V llirnorcal/TrratmPn[ Area information: {~l~il /111 Ai40t~ l2~ Shin ~ n Flow (gpd) Des ig Design Soil Application t Requ' ed (s f1 '~ Gislxrsal Area Propo Dupersal Area (sf) I System E lewation "' f ~ r / j VI. Tank Info Capacity in Total Number Manufacturer ', Pr ab Site Steel Fiber Plas[iC ~ Galloru j Galloru of Urtia ~ Concrete Coruwcted ~ I Glass ~ i Ncw '1 Existing I ; i Tanks Tanks -- - - --- Septic or Holding Tank ~ i - _ ._ ~ _ ~ Aerobic Treatment Unit - -~ I _ ~ I ~""Z' - ~ ~ Dosing Chamber /~~, ~. -~ e ' te ment- 1, the undersigned ta VII. Responsibility S , assume respotuibility !or installation of the P0~{_"'."S sho«'n on the attached plans. PI ber' Na me (Pant) Plumbe 'S Si cure P MPRS Numtxr Business Phone Number i i Plu tier's Addre ss (Stmt, C ry, State, Code) I VIII. ount /De artment Use Onl ___ __- t ~' Approved ~ Disapproved Sartitary Permit Fee (in ludes Gro.:ndµa~ r e Issued Surcharge Fce) ~ ~ ~J umg Age Si nature o Stamps) 2 ~0/~ ----FF~~ ~ ~~ ~ ~,~(~~,-,J. ^ Owner Given Reason for Denial IX. Conditions of ApprovallReasons for Disapproval~~l lM .S _,(!~Ph~ Grate vs. ~YSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced /maintained, n~x~~~~ ~~.~ n L, as er management plan rowded byinlalnber f7L-~G'rn~• ~'3 (J~il'~O"`" 2. All setback require as per applicable codelordinances. ~~ /t/J~~ ~~~~ ~~~ ~~yyt~'+-• ~'Z, 3- ~) L.~ ry Attach complete picas (to the Counr7pa}x) for a t7ste oa apcr of less > > `J`i2 x 11 lrtc/~eu'~ _/.,~ `~~~1.~W~./~"' ,{ SBD-6398 (R. 01/03) U ~ /j~~(f(/L C (J Wisconsin D•3partment of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide maybe used for secondary purposes (Privacy Law, s.15.04 (1)(m)j. Permit Holder's Name: City Village X Township Kusilek, Daniel Glenwood Townshi CST BM Elev: Insp. BM Elev: BM Description: 1 TANK INFORMATION ELEVATION D A TYPE .~~ {{ ~MANUFACTURER w (,~-wa,ajC A -~~ ~F CAPACITY Septic ~ 6 t 5 C~-e- ~ e~ ~lps~ Dosing , ` r•~1 ~~~ . ~ t Aeration Holding TANK SF~Y~ACK INFORMATION TANK TO P/L WELL BLDG. ..r. ~/ r Vent to Air Intake ROAD Septic ~ S~ r ~ ~~ ~ ~---~ Dosing ~, ~ << 9 5 f -. Aeration Holding ~-- RUiHfP/SIPHON INFORMATION Manufacturer ~ Q /• ~ .~~ l~l f~/ 1 l GFM d l l ~ Model Number ~ ~ ~ 1 Tt ~ - TDH Li ~ ~"" Friction Loss System Head TDH Ft Forcemain Length t Dia. ff Dist. to Well P ~ ~` 6 SOIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 453486 0 S to Plan ID No: o SS3 =T~zr4as. ~ a . ~ arcel Tax No: 016-1002-70-100 Section/TownlRange/Map No: 02.30.15.256 STATION BS HI FS ELEV. Benchmark `( fa ILY1. ~'I JOb Alt. BM Bldg. Sewer /L, ~ ~.3 ` ~l• S3 SUHt Inlet /~~ ~~ ~'~ SUHt Outlet Dt Inlet Dt Bottom 8. ~ 9 ~Z • S ( / Header/Man. IZ IZ.~Z- ~ g / gg, ~ 8 Di t. Pipe ~. (~ f Bot. System 13 • Sto ~ 3.~ g~. ~$' Fi I Grade ~, St Cover o, Y'v~ers w ` GvvG/' l S. ~ ~ '^''~.. -¢! B D Width , Length No. Of TrertCttLS PIT DIMENSIONS No. Of its Inside Dia. Liquid Depth ENSIGNS ~ ~,r ~ ~c1 ~~ f ! SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHI nufacturer: INFORMATION CHAMBERS Type Of System: t - f ` yy7~ U Model ~o „ ~ ~ s ~ ~ ~ _ / DISTRIBUTION SYSTEM ( q-b ~~ IL• a. W- ) Header/Manifold ff Distribution ~ ,~ ~ x Hole Size q x Hole Spacing Vent to Air Intake ' ~ ~ D Pipe(s) f / 3~u ~Z ~' O I ~ ~/ fr 2 __„ Dia Length . Length is f Spacing T SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil J; Yes ', No L', Yes ,_] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ /„~/nnO ~ Inspection #2:~p~ • D (I ~~ Location: 1768 320th Street Glenwood City, WI 54013 (Part of Gov't. Lot 6 & 7 2 T30N R15W) NA Lot 1 T' ~ rcel No: 02.30.15.256 1.) Alt BM Description = /~/~}' ^ ~. 2.) Bldg sewer length = ~- 160 ~~~ iS i,ti `~ C -amount of cover = ~Z "-f , ~1 Plan revision Required? ~] ~ ~ i I / Yes _ No r- .. ~. 0 ~D i - -../ _--- - - ------- ----- ~ _~ Use other side for additional information. L /_._ SBD-6710 (R.3l97j / _ ~ t Insepctor's Signature Cert. No. (~~ C~c.S SC!'{~G U ~~' ~ I `~ ~~C~~~ X3.3 ~ R,~.y I-~~S~c,EK /t/ ~ `/4 S~ `/.¢ S 2 i 30 /.f R ~ S w s 1` ~~.e ix C~ ,~ ~ -7 G~s,v w c~c~ Tb ..c9NS~A ~_ r P, D Rn-c (vim, V 0 ,,~$./lf.~l ~rT7cr~.~ afS/L~,ct6 ~~l :x~5-r„~s~ p~ ~ T,wk I 5 i~v~~- U ~ ~~~io'"' _ _ ~ie.~~(E wpY -- ~~A ~~~~ /. L e~~~ o~ T ~_. ~ ~ S?'c.o' r cc.,/~ Sa ~ T~ ~K / )- 'z 1 _ ~3 ~`2 2 ~~ ~~ ~ ~ , • ~~ ~~~' $mtt Z ~ ^ pl. e it ~ peg 0~ ~~~j/,UO ~~ C~~ ~ X3.3 U ~ ~~- ~ f v r R D Rn1 ~! (~ o"t.~i ~ ~ 1. /e c,B 0 x ~S-r, ~b~ ~' ~~~~ w ~j''~---~~i i 8~e..s _ _ ~- ~ ~~A~~~~ ~~~~ ~ T /~8.0 ~cc~~~4Sa ~~, T.~w/1c / _ ~ q~ 1'~i.~Si1.~K ~/~ `/4 S~ `/.¢ S 2 i 30 ~.f R~ S w G trE~ w rx*~ Tb ~~.~1-~A ~~ z -~~ /~ . 3S ~,~ , gm~ Z ph a r.e ~e~ commerce.wi.gov isconsin Department of Commerce Safety and Buildings 141 NW BARSTOW ST FL 4TH WAUKESHA WI 53188-3789 TDD #: (608) 264-8777 www. commerce. state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary August 17, 2004 CUST 1D No.224617 LYLE J MYERS NORTHLAND PLUMBING INC E1556 STATE ROAD 64 BOYCEVILLE WI 54725 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/17/2006 Identification Numbers Transaction ID No. 1049553 Site ID No. 688144 SITE: PIease refer to both identification numbers, Dan Kusilek above, in all comes ondence with the a enc . 1768 320TH St Town of Glenwood, 54013 St Croix County NEI/4, SE1/4, S2, T30N, 815E FOR: Description: Mound, 3 Bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 975544 Maintenance required; Replacement system; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(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 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 Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" 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 comply with the operation, maintenance and monitoring duties as described in section VIII of mound com~lottent manual. A copy of this information must be given to the owner upon completion of the project. ~;~,~ , _ ~ `; / j Maintenance information must be given to the owner of the tank explaining that periodic cleans ~g ;of the fi r is required. Access to the filter for cleaning must be provided per Comm 84 product approva)7dq~ tfgn§'. A Sanitary Permit must be obtained from the county where this project is located in acco ce with fhe requirements of Sec. 145.135 and 145.19, Wis. Stats. `SCE ~., r Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. LYLE J MYERS Page 2 8/17/2004 A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 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, Julia ALewis-Osborne POWTS Reviewer 2 ,Integrated Services (262) 548-8638, Fax: (262) 548-8614 j Lewis@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Mound system Cover Page ~, yr 6 1~~~ conc~~rE ~ Project Name: Kusilek-Mound Owner's Name Dan & Sue Kusilek Owners Address 1768 320th Street Glenwood City, WI 54013 Legal Description NE ~j '/<, SE ~ '/. Sec~2~ T 30_ N, R 15 j w i ~ Township Glenwood County Saint Croix Subdivision N/A Lot# ParcellD# 0-6-1002-70-1000 Table of Contents p9~ 1 Cover page 2 Mound Sizing Calculations 3 Pressure Distribution Layout and Dynamics 4 Dose Tank 5 Management and Contingency Plan 6 Plot Map total # of pages: 6 RECENED ~~ i,r ~ ~. ~~Q4 Designer Name: Lyle J. Myers SAFETY $ BLDGS. D1U. MP/License #: I.D.# 224617 Date: 8/9/04 Ph. #: 7156432520 Signature: Mound System Design Methods Used per "Mound Component Manual For Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10691-P (N.01/01) per" Pressure Distribution Component manual for Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10706-P (N g1JOtj ~ - il ..~ :, Spreadsheet provided by: 3bAdvisement N12486 220th St, BoyCeville, WI 54725 Ph: 715-643.6068 email: 3bar~3badvisem. '~~ ~'' ,,. Mound System Mound Sizing Calculations Project Name: Kuslick-Mound Site _Conditions __ Pro ect T e: 1 or 2 Family Dwelling ~ Slope: 19 # of Bedrooms: 3 Depth to limiting factor: 24 in. Absorbtion rate of fill material: 1 gal/ftz/day Absorbtion rate of in-situ soil: 0.4 gal/ftz/day Effluent quality ',1=r~#i I ~ Max BOD effluent value: 220 mg/I Max TSS effluent value: 150 mg/I Design of Entire Fill Cell depth at upslope edge (D): Cell depth at downslope edge (E): Distribution cell depth (F): Cover thickness over edge (G): Cover thickness over center (H): End slope width (K): Fill length (L): Upslope width (J): Downslope width (Toe) (I): Fill Width (W): Page 2 of 6 12.0 in. 25.7 in. 9.5 in. 6 in. 12 in. 10.1 ft. 95.2 ft. 4.4 ft. 24.0 ft. 34.4 ft. Design of the Distribution Cell Basal Area System Design Flow: 450.0 gal/day Basal area required: 1125 ftz Distribution cell width (A): 6.00 ft Basal area available: 2250 ftz Distribution cell length (B): 75.0 ft Area of Distribution Cell: 450.0 ftz Observation Pipes Contour Elevation of Mound: 86.35 ft Location from end of cell (Z): 12.5 ft System Elevation of Mound: 87.35 ft Final Grade of Mound: 89.14 ft Mound Plan View ~ ~-Observation Pipes Z~ ~ K-~- ~~ C~istrit~~_rtion Cell ~~ ~ ILK I Tilled AreatFill Material L ' Final Grade- Synthetic Fabric-__ Distribution Cell ,-• System Elevation ,-~= 1 Cover Mate Fill Material Mound Cross Section -, F~ ~ Invert bservation Pipe ~~ - - ~.. ~ ~-- 3 Tilled Area u Slope Forcemain Notes: Fill material to consist of ASTM C33 Sand Distribution cell aggregate to comply with Comm 84.30(6)(1) Synthetic Fabric covering on cell per Comm 84.30(6)(g) Distribution Cell to have minimum 6" aggregate below lateral and 2" above. Contour Mound System Page 3 of s Pressure Distribution Calculations Project Name: Kuslick-Mound Lateral Layout Lateral/Manifold Design Lateral elevation: 87.9 ft Lateral diameter. ivz~ In. Rows of Laterals: ' z ~ Lateral spacing (S): ~~ft Manifold type: center ~ Lateral to cell edge: 1.5 ft Orifice diameter: ' o.i25 ~ In. Lateral discharge rate: 7.83 gpm ___ # of Laterals: 4 System discharge rate: 31.31 gpm Distal Pressure: 5 ft Manifold diameter: 2 ~ In. Lateral Length: 37 ft Manifold length: 3 ft Orifice Spacing/Distribution Forcemain Friction Loss Orifice spacing (X): 24.00 Inches Forcemain length: 60 ft Orifices per lateral: 19 Forcemain diameter. z ~ In. Avg. ft2/Orifice: 5.92 ft2 Friction loss in forcemain: 1.259 ft Lateral Side View Manifold Lateral ~ Lateral x x x x x x x x x x x x 2 2 Lateral Length Lateral Length' ' Lateral Plan View Lateral Length ~ Turn-up w/ball valve ar cleanout plug ° °~ S 0 0 ~- Orifices on bottom of lateral equally spaced FNC laterals and forcemain to comply with specifications per Comm 84.30(2J(eJ Forcemain connection via tee or cross to manifold at any point Clean Out Detail Observation Pipes Clean-out plug Final Grade or ball valve Water tight cap or plug Lawn Sprinkler Box Slot Note: Closet Collar 6" Minimum may be used in Long Sweep 90 place of 3/8" bar ortwo 45's L 3/8" Bar Lateral Mound System Page 4 of 6 Septic, Pump and Dose Tank Project: Kuslick-Mound Tank Information Pump tank manufacturer: Wieser Concrete Pump tank size/model: w>.ooo/65o-MR Pump tank gal/inch: 17 Actual Pump Tank Volume: 646 gal Tank bottom elevation (inside): ~- 80 ft - - - ---- Septic tank size/model: wiooo/65o-MR ~ Dosage Volume Forcemain drains back to tank? Q Yes O rvo Lateral void volume: 15.6 gal Dosage to absorbtion Cell: 78.2 gal Forcemain volume: 10.5 gal Total dosage: 88.7 gal Pump and Filter - Total Dynamic Head Pump Manufacturer: Little Giant Are laterals highest point? y Pump Model: 9EH if not, enter highest elevation: 0 ft Effluent Filter: Zabel A100 System head (distal x 1.3) 6.50 ft ~ Vertical Lift ("D" to lateral) 7.18 ft Note: Access opening of sufficient size to be provided to allow Friction loss in forcemain: 1.26 ft removal of filter. Opening to terminate at or above grade. Pressure loss from filter: C~ft Total dynamic head (TDH): 14.94 ft Pump Tank Diagram Watertight Locking Cover 4 Inch With Warning Label Finished Minimum Grade Alternate Outlet Location Elect. per Comm 16.28 and NEC 300 Weep Hole A or Anti- B Siphon Device C D Pump must be capable of: and head pressure of: 31.3 GPM 15.0 Feet Dose Tank Levels " In. A Reserve 22.8 B Pump off to Alarm 2.0 C Total Dosage 5.2 D Effluent depth for pump 8.0 Total Capacity: 38.0 0 30 W ~ 20 i A Q W_ 10 Gal 387.3 34.0 88.7 136.0 646.0 FLON- LITERS/HUUR goo zooo 300 ~•. ~'' ,~~ r to D 20 40 60 80 Little Giant F"L[]W- ALLONS/MINUTE 9EH PUMP PER ^RMANCE CURVE 115V 60HZ N 7.5 H W S a 2 2.s 0 Mound System Management Plan pursuant to Comm 83.54 W. A. C. page 5 of 6 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 surface 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 accordance 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 1/3 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 & 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 cleanout 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 surface, 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. Wisconsin Department of Commerce Division of Safely and Buildings SOIL EVALUATION REPORT in accordance wkh Comm t35. Wis. Adm. Code 1809 Page 1 of 3 A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'/ x 11 inches in size. Plan must °"- County St. CfOD( include, but not limited to: vertical and.horizontal reference point.(BAfl)* direction and Parcel LD percent slope, scale or dimemsions north a ~ 'distance to nearest .~ ~a __., , .; ~ C_, . 01 6-1002-70-1000 Please print afi information. Reviewed By ° ' ~ ~ ~-- Personal informatan you provide may de used for secondary purposes P ' acy Law ;s. 15.04 (1) (m)). i ~ ~ ~' ~_, Property Owner + Property Location Dan & Sue Kuslick , ~ ~, ~,~,,; ~;v~,;~; ; , ~ Govt. Lot NE 1M SE 1/4 ~ 2 : ~ ;T~ '~0 15 Property Owners Mailing Address BONING OFFICE.: Lot # Block # Subd. Name or SM# 1768 320th Street ~~ na na Na ~~~~,~ „~!.;,v "`, City State Zip Code Phone Number ~ City ~ Village ~ Town _ 'n ING OFFICE Glenwood City ~ WI 54013 715-265-7716 Glenwood 1768 320Th Street _j New Construction Use: ~ Residential /Number of bedrooms 4 Code derived design flow rate /,~ Replacement ,J Public or commercial -Describe: Parent material Glacial drift Flood plain elevation, if applicable General comments and recommendations: Install mound system at elev. 87.60' at 15" above 86.35' contour. 600 GPD na Boring # ~ Boring Pit Ground Surface elev. 86.35 ft !~ . 21 ~~ Depth to limiting factor in. Application Rate Soil Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roois GP D/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr3/3 none sil 2fsbk mvfr cs 2f 0.6 0.8 2 4-12 10yr4/4 none vfs 1 msbk mvfr gw 2f 0.4 0.6 3 12-21 10yr5/4 none vfs 1 msbk mvfr cw 2f,1 me 0.4 0.6 4 21-48 10yr5/4 f2f 7.5yr5/8 Ivfs 1 csbk mvfr aw 1 f 0.4 0.6 5 48-66 10yr6/4 f2d 7.5yr5/8 vfs Om mvfr - - 0.4 0.6 H# 5 constitutes sand stone bedrock as determined by resistance to knife penetration. Boring # ~ Boring i~' Pit Ground Surface elev. 86.90 ft. Depth to limiting factor 48° 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. *Eti#1 *Eff#2 1 0-14 10yr3/3 none sil 2fsbk mvfr gs 2f 0.6 0.8 2 14-22 10yr5/4 none sil 2fsbk mvfr gw 2f,1mc 0.6 0.8 3 22-48 7.5yr4/4 none sl 2msbk mvfr gw 1fmc 0.6 1.0 4 48-63 7.5yr4/6 f2f 7.5yr5/8 fs O sg mvfr - 1vf,f 0.4 0.6 * Effluent #1 = BOD 5> 30 <_ 220 mg/L a d TSS >30 < 1 L * uent #2 = BOD <30 mg/Land TSS <30 mg/L CST Name (Please Print) Signatur CST Number James K. Thompson _ 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, O a, WI 54020 6/152004 715-248-7767 Property Owner Dan & Sue Kuslick Parcel ID # 016-1002-70-1000 Page 2 of 3 a Boring # ~ Boring // Pit Ground Surtace elev. 83.29 ft. Depth to limiting factor 25" 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 0-4 10yr413 none sl 2fsbk mvfr cs 2f 0.6 1.0 2 4-14 10yr4/6 none sl 2msbk mvFr cw 2f 0.6 1.0 3 14-25 10yr4/6 none Is & gr 0 sg mvfr cw 2f,1 me 0.7 1.6 4 25-48 7.5yr4/6 f2f 7.5yr5/8 Is & gr 0 sg mvfr aw 1f 0.7 1.6 5 48-61 10yr7/3 f2d 7.5yr5/8 vfs 0 sg mvfr - - 0.7 1.6 H# 5 constitutes sand stone bedrock as determined by resistance to knife penetration. ^ Boring # ^ -f Boring !Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Etf#2 ^ Boring # J Boring ~ Pit Ground Surtace elev. ft. Depth to limiting factor 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 Effluent #1 = BOD 5> 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 cflntact the department at 608-266-3151 or TTY 608-264-8777. E,Yis~'hg ScpE~c as~~ode.-- Aba..i ~n as ~'- Co dG. E~~'sf%~~ del/e~r ~.d. -9.sos' 4~~a.=92.9s ~, ~. 61 6~~. ,' ,- ~. M 8~' i~.J~i' .~ Sy3f ~~ =fin ~µ~ -= i eqc';~3~' g~.3.~ r10' _ ~ .~ Qzc_^_ --_-_ ~ 63 + -_ ~ i~~ $_9.0 ~ ~s~~e I 'l y~ 5 ---~ 3zo~ 5z`rc eE '^~~ L ~~ o ~~ ,Q ~~~ ~; c td d~iUe ^ ~,r ~~Qiua~;~.~ ,o, • E,rlsfi'!~ 9~adQ el c /a~la'i ~ Sca/e ~ / , ~ / Cor'nu~ of . i} ssc~.-ud e l¢~ = iCt~ Cv.' ~r,~~ -- ~r~~, /~eS,~ckrec 'S ~//. cP ,~ ~ -- ~. ~ 97.83 /~nc ~. 3a~z Wisconsin Department of Commerce Division of Safely and Buildings SOIL EVALUATION REPORT in accordance with Comm 85. Wis. Adm. Code 1809 Page 1 of 3 A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'~ x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and ~a~D lo e scale or dimemsions north arrow and location and distance to near t Parcel I.D. p , , , percen s 016-1002-70-1000 Please print all information. Ravi Da Personal information you provide may ~ usod.for vacy.Lmu,.s_.15.04 (1) (m)). ` Z~ Property Owner ~ ~' ° --- °' t operty Location Dan & Sue Kuslick Govt. Lot NE 1/4 SE 1 /4 S T 30 N R 15 W Property Owners Mailing Address ; ~ ~ ~ (,~ ~? ~ ~ ~ Lpt # Block # Subd. Nam r CSM# ~ Z7i 1768 320th Street na ~ na Na City State Zi Cody Phahe~NutT.~tied, • ~ City _j Village 1 Town Nearest Road Glenwood City ~ WI L(_'i~~~i~' ~ Glenwood 1768 320Th Street New Construction Use: ~ Residential /Number of bedrooms 3 Code derived design flow rate 1_ _f/ Replacement Public or commercial -Describe: Parent material Glacial drift Flood plain elevation, if applicable General comments and recommendations: Install mound system at elev. 86.35' at 12" above 86.35' contour. 450 GPD na Boring # Boring Pit /~ Ground Surtace elev. 86.35 ft. 24" Depth to limiting factor in. Soil A ication Rate ppl Horizon Depth Dominant Color RedoR Description Texture Structure Consistence Boundary Roots GP D/ft~ in. Munsell Qu. Sz. Corit. Color Gr. Sz. Sh. "Eff#1 'Eff#2 1 0-4 10yr3/3 none sil 2fsbk mvfr cs 2f 0.6 0.8 2 4-12 10yr4/4 none vfs 1 msbk mvfr gw 2f 0.4 0.6 3 12-24 10yr5/4 none vfs 1 msbk mvfr cvv 2f,1 me 0.4 0.6 4 24-48 10yr5/4 f2f 7.5yr5/8 Ivfs 1 csbk mvfr aw 1 f 0.4 0.6 5 48-66 10yr6/4 f2d 7.5yr5/8 vfs Om mvfr - - 0.4 0.6 H# 5 constitutes sand stone bedrock as determined by resistance to knife penetration. Boring # :~ Boring Pit Ground Surface elev. 86.90 ft. Depth to limiting factor 48" 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. *Eff#1 'Eff#2 1 0-14 10yr3/3 none sil 2fsbk mvfr gs 2f 0.6 0.8 2 14-22 10yr5/4 none sil 2fsbk mvfr gw 2f,1 me 0.6 0.8 3 22-48 7.5yr4/4 none sl 2msbk mvfr gw 1fmc 0.6 1.0 4 48-63 7.5yr4/6 f2f 7.5yr5/8 fs 0 sg mvfr - 1 vf,f 0.4 0.6 ' Effluent #1 = BOD ~ 30 <_ 220 mg/L an TSS >30 < 150 g/L ant #2 = BOD < 30 mg/L and TSS < 30 mg/L '~ CST Name (Please Print) Signature: CST Number James K. Thompson ~-~-- 3602 ~ Address A.C.E. Soil & Site Evaluations ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, 20 6/152004 715-248-7767 Property Owner Dan & Sue Kuslick Parcel ID # 016-1002-70-1000 Page 2 of 3 Boring # ~ Boring F Pit Ground Surtace elev. 83.29 ft. Depth to limiting factor 25" in. Soil Application Rate Horizon Depth Dominant Color Re x escription Texture Structure Consistence Boundary Roots P in. Munsell Qu S Con Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-4 10yr4/3 none sl 2fsbk mvfr cs Zf 0.6 1.0 2 4-14 10yr4/6 none s1 2msbk mvfr cw 2f 0.6 1.0 3 14-25 10yr4/6 none Is & gr 0 sg mvfr cw 2f,1mc 0.7 1.6 4 25-48 7.5yr4l6 ®f2f 7.5yr5/8 Is & gr 0 sg mvfr aw 1f 0.7 1.6 5 48-61 10yr7/3 f2d 7.5yr5/8 vfs 0 sg mvfr - - 0.7 1.6 H# 5 constitutes sand stone bedrock as determined by resistance to knife penetration. Boring # ~ Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boun~ry Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 ^ Boring # .J Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 = BOD ~ 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. ~0. t • E.Yisv~' y~ade P~[ /a~on ~ l N ~e•~-~ ~,, B.e ncl, : Bot~ off' S, al; a.L S. E', Cornu~ of . Assu.e+td el~= ~~ ~ ` E,YisL~inry -- ~ ~Xis~'nc~ Scp6'c r'e5„dr,.ec ~ `+' ~ cE tar,. : c~4~ba.~ ~ F,XisU'n~ ~//._ _ _ a s~ ~o de. (d k/r;Ya/~. ~ ~~C~ •9 gs` E~{'iSG/i' olrywG~/. f~bo-n n as Baer-- codL. Etc/S~:A4 D//'i/e.a~j/ 'rd. =9sOS'' ~f// ~~ ~'; r 6l - ~b. ' ~ S/oPe ~S.o' --' ~~ \ g,Z - ------ ~ ~ /• ' ~ tl ~.o' _ - Rz o_ -_ - - - - -- ~ b3 ~ i~~' ' &9.0 ,toy ~5/,,c~ - - - - _ - - " _ 1'{ y~ 4 • --- - --- ~ o ~~ ~~ W ~~ ~~ 1 ~;~~ d~iU~ ~, 3oF'3 ST CROIX COUIV'I'Y SEPTIC TANK MAINTENANt:"E AGREEMENT AND OWNERSHIP CERTIFICA'T'i~JN FORM Owner/Buyer ~~ ~~~L ~ r L~=~~ Mailing Address ! 7/b ~ ~ ~~' ~3`-~~~^"~ lf~c~S 3~~zx S'T" Property Address ~ - `~~1 ~c ®~ i , ~-~ "" ° ~~D/~'-- {Vcrification required from Planning Department for new construction) fe- City/State ~~ ~ ~ 1~.~. Parcel Identification Number D/ ~ ~ 1 GYr~- _ 7U -ld U LEGAL DESCRIPTION ~as~ Property Location ~ '/<,Su~ `/,, Sec. ~ . TAN-R,.~~W, Town of '' ~ . Subdivision _ .Lot # ~~ ~ ~ g ~ ~ . K Certified Survey Map # _ ~ ,_._, Volume _ 8 ~ Pa e # __~~-- ~.e ~~ 's eed # v y ~ ~~ S~ _ .Volume _ /S 9 Page # Sped house ~ yes ~ no Lot lines identifiable ~ yes D no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result ixi it, premature failure to handle wastes. Proper maintenance consists of pumping out We soptic 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 Zoning Department a certification form, signed by the owner and by a master plumber, louraeyman plumber, restricted plumber or a licensed ptttziper verifying that (1) the on-situ wastewater disposal system is is 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 sot by the Department of Commerce and rho Departnycnt of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and raturned to the St. Croix County Zoning Office within 30 da of the three year cxp' Lion date. ~ C ~ ,~,Z,o~/ SI NATURE OF APPLICANT DATE O R CERTIFICATIO I (we} certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) rho owner(s) of the operty described above, b virtue of a warranty deed recorded in Register of Deeds Office. ~ ~ZZy ~ SICiI~iATURE OF APPLICANT DATE «.*•.« Any information that is mis-represented may result in the saniGsry permit being revoked by the Zoning Department.'`*'`*'`* "• Include with this application: a stamped warranty deed from the Itcgister of Doeds office a copy of the certified survey map if reforonco is mado in the warranty deed .....,..w:...~;.::: ~~. Yoe 1599~,-~ '77 w 64q 1 05 ~:RTF•li.rr:!ti ri.. WRL.SH SHERIFFS ~:~x ~;itD FOR F.ECQRD Document Number DEED ~~,t-C9-?901 8:00 AM Drafted by:-Terry R. Gray SHERIFFS DEED EXEi~!pr p Return to: iel and Susan Kusilek 1331 2nd Str ~ ~ ~ CF~T COPY FEE: COQ Y F«: TRAriSFER FEE 2 'a'u'`,~ Hudson, WI 5 6 L-.,t J _ : 23. BO kECL~RDIkG FEE: 10.00 PAGES: 1 Parcel Identification Number 016-1002.70-1t)0 RE= WMC Mortgage Corp.v. Michael J. Lindquist Casc No. 99-CV~1 Pursuant to a judgment of foreclosure entered in this matter, the subject premises was sold at auction to the highest and best bidder, Daniel and Susan Kusilek. 3'herefore, the sheriff does hereby grant and convey unto said successful bidder, all of the following described land, located in the County of St. Croix, State of Wisrnnsin, to wit: Certified Survey Map in Vol. 8 of Certified Survey Maps, Page 2216, as Document i Number 458784, filed in St. Croix County Register of Deeds Office on May 22, 1990 •.` being a Part of Government Lot 6 Fract oaa Section Two 2 , $ Part of rnment Lot 7, All in ? Town of Glenwood. St. Croix County~PWisconsin30) north, Range Fifteen (IS) West, Pin Number: 016-1002-70-100 STATE OF WISCONSIN ) )ss /~..~ ~ SHERIFF - (Strike the inappropriate title) CO[IN1'Y OF St. Croix) Personally came before me this ash day of , 2001, the above-named s/tuTfF, /,(q~ /Y%//S/~[.t~, , personally knows to me as the officer describ above, and who executed this document as the sheriff or on behalf of the sheriff of this county. /f'1i?/1 • ,Notary Pu~Uc MAf9Y .1. il!AC{T~'!.L St. Croix County, Wisconsin ' !q?ARV PUiiIIC STATE OF `.NISC6taSOr My comtttission expires: Q~ -30-a to ~ - .l ~~ . j V 458'784 FORM N0. 985-A IIt YMbrC•.ery® Stock Na. Z6273 't~ ) \. FILED ~ MAY 2 21990- JAMES O'CONNELI R6~StBf D1 o~eda ~ CERTIFIED SURVEY MAP NO.~ 2216 VOLUME__$ ,PAGE BEING A PART OF GOVERNMENT LOT 6 AND A PART OF GOVERNMENT LOT 7, ALL IN FRACT ZONAL SECTION 2, T. ~15 W., TOWN OF GLEN , .R IX COUNTY, WISCONSIN. N.E. CORNER 2-30-13 .. FDUND 3/4"RE-ROD•• NOTE ~ THIS MAP SUPERSEDES ST. CROIX , •r-' COUNTY CERTIFIED SURVEY MAP N0. `:_ °- 1826, VOLUME 7, PAGE 1826, ST. CROIX ~.', COUNTY REGISTRY, ~ a'w c a , UN,~,{,AT.T.EQ Is.A.y.~ ' . x STEVEN J. ••~ • WAAK . ~n `J ~ ~ • $-~~1~ • • ~ MENOMONIE ; Q-; `9/~•. WIS. .•~Q ~~~~~90 NORTH IS. REFERENCED TO THE EAST LINE OF THE ~ FRACTIONA L NORTHEAST 1/4, WHIC~1,13 ASSUMF.'D TO BEAR N00428=34°W. cuRVE A -e DArA RADIUS = 967.15' CENTRAL ANGLE _ !2444=54" CHORD LENGTH = 21 4.75 ' CHORD BEARING = S07427=34"E ARC = 215.!9' B. TAN. BEARING = S 134 50 = 01 "E F. TA N.BEARING = SOJ403'07."E $Y Q7H~,$~, ~ . ~6 NORTH LINE- G. L. 6 .w \ ro 589443=35"W 678.51' 65(.26' - - ~ y~ 27.25' I io _ N pl 1p ~_ q I pO N 1 r SOlp05=07'I: 110.07' 1 ' . M ~ .. 1- o t` f f ~~ a ~ W' ti d1 N >~ of u',i\ Y~ m1 a ¢, ~i ~1 LEGEND QI,,,,,,GOVERNMENT CORNER (AS NOTED ) 0.......SET 3Af "x 24 "RE-ROD WE IGNING 1.502 LBS. L.F: ®..,...EXISTING BUILDINGS .....SEPTIC VENT -x-.....EXISTIIJG FENCE GRAPHIC SCALE ~ 1'~= 300 ' O 20l! 400 b00 800 PREPARED FOR ~ DAVE AND JOHN LOGGHE RourE 2 GLENWOOD CITY, WIS. 34013 1 LOT 1 881,619 S,'F./20.24AC. EXCL. R. W./EASM~T. ' 871,485 S.F./20.01 AC. 1 1 W n °i ~o _~ In ~ O /. a N 1 H ~ ~ ~N`RE 1 \ ~ ~ `+.S`Zr`RE~ ~ASEMFNT~. i _n - / O pl ~ • Iq M Mf ~ N M j 1 IW 2 ti 1 2 J W IF I 322.60' \i ~ I N89443=10 "E e~'I 3, Uf~Pf~ATTF~Q ~,A,IIQ4^ ~• ~Y SUBDIVQ,IF3 RCCN I N (~ a ~ p .oD 2• ~d ~I ml .,11 a a~ ., it ~I 'i OD PLAT T-30- . - N R15W w.~ ,, , FOREST PAGE 72 See Pa a 112 For Additional Nam ., g es. 2 ey 2900 S 2 3000 3100 180th AVE 32~DTJNN CO. Fai 3300 do Sheila F Fd a t -- t Wagner ' ~ Paul Clara N e A z1 N ,'+.,t 2 oseph 1 103 2 t '. 63 3 '+ !t< Wanda 5 s ~ s a~ s o s Emma a ~ 4 John 3 ckelen 30 I E ' Michael a Her~rtien& ~.~ 5 ~ s lackelen a o s s 8, 3 a s s 108 & Sarah ~ A 128 Pitt u ~ ~ ~ 2s, Jeffrey s t. Cassellius s e ~ '~ ~; o b 136 ioi ~~ N & Enid 7' ~ S~~g~ to s~Aaa s ~~ ~ to s L Bahnub 74 s N to sj s ~I 394 BUSH ~ : 151 175th AVE 80 ~. , ~ X 4 I LAKE „ Ernest Harold ~ Pao ~ ~ ' ~ RFF I tarcella ' ~ d Clarence a Severson ~ lone ~ David c K rlnsen ~'~ Bacon )a~clceien e ~ °~ a Trust M Gabower I '~ -~ " ,d.,' Gordon 217 .dr ~ °°"°""' ' ~ ~ ~ Adams 1 146 -.elm" 80 92 100 1 170th AVE °v3i r ~ 258 I ~~ 170t Ma~ddeea a8 $ Gerald c 0 0 0 - ~ ' - ~-- - - -+- - AVE _182 ~aie ~ LOS $ttab~ih V t° , ~ O~,y ~ N N ~ N n ' ~ ~ ~ 00 67 8o t;~ ,. ~ ~ E ~ Robert I'o ~ Daniel I Thom ~'" .qg William ~ ean sac to ,a & Melodee 80 Stansbury ug a1 w Meyer Marko Forrest s ~~ o o. 20 65 °j.5 ~ ~ 152 ~oY , 165th `p Ober- es & g ~~~ ~ ~~ 1 O ,a, Peter & 4o AV 2 160 ~~H~ D&L JO .c a h ~ ao Bontes ~ ~ a .: ~ Wayne ° o Sheila ~ 23 0 ~'O ~ ~ ~l ~ 3 ~o~rleta Newcombe 151 seems ~~; Anderson I Ee-, 35 ~ N N e~man Theresa a 3 at ~ X etal I ~ x u i s 40 80 ~ ~ 160 79 ~ RUTSON I zl 77 226 Hoffman I ,°n` 160th AVE JOE 20 °e c c 1 2 I Zl 59 0 ~ 159 ~" lilchard ~r~° ~ ^ °p Herbert w ~ z 2 i a c ~ ac JB:D 20 ~.. Gregory Fte~ra ~- • aam a!>a 4 to,Rh a .^~ m I Bt Grace f- ~ --~ & Rose ~o=erae °Kma ao,o a 4 reae weo-_ Ober- ~ B7OW° ~ C C n v Desmith sat ae ~~ i Alma +o .w ~ ~ Afl Pau18r ueller ~ SdtA 20 +° ~ ~ ' $ N .~ 5^i Luks s~ 76 15 got 35 39 ~ 13 Susan o Stone '~~ ~~ °'~ '~ o.. Harold C I Sween I E K °' '~ oZ 6 p ^ $ Rhodes 00 Robert Wesley Sams Gre o laF so I 160 a tx,,,aa~ $ p a4 a'ti aG 60 Palewicz Tuttle a ~° 6L Lygtln n j llo r 7o b,~ 2 aama ~ B 74 ,~ v apo M 20 James Jr ~ (G o ~ ~ ~ 39 ,w arih3ger D is m^ n '~ L 85 & Dona er C 97 Wayne S c o John Weyer 80 a ~pC ~ °i ~ Dale 8c ICarta Peterson ~" O 92 o N Y i ;.~ Moe Ricbara 3 a Y '~ ~ Obermiller 4U Fr 909 ~ ~ w V a Dome Att~bad isz~a ~ z ~ '~>+~ Robert DaWd a ed & tn~ .,~ a oa ttai„ , r AVE $ a ~ v, Pair ~ Barbara ~ o a d es ~ 71,eresa 120 Graeae w F° 140 ao ~ 3 ~~f slat w[a40 Hoff Drinlanan ~ ~ ~ti N Eillsoa ~ - 100 mi° 79 119 1150th AVE z ~ 217 ss z sa dt 1 el S usaa Krai D ~- Ande 20 s w ~ A g & °"°` 4~ ~ ~ ~O° ~ Bruce O C Maureen 70 '~ to io 60 Sharon 5 laves & ~ D a Konder ° Clifford Hess Jotene 40 ~- & antat Iaberee of e ~ etuK _ ~ er a twee gic Kirby a .c ,° u C p ~ q o 121 40 a 143 lZ 145th AVE 133 78 ~°° ~Ai'OCra ~~~ ' G N 40 yII 8r S°, 117 ~, Tibia ~ ~ C Thomas ~ ~ David inc ,ty 0 198 x~~ ~,, °° & l:inda ~' ~,~y :GLEN pD is o N N rzaet a u o~ Weber o~,,.y ft T JD o X tI 12 ~ ~ ~ ~ ~~ ~ Hantsoa 124 ~~+ ~ ~1~ s ndn0 Da91da U~ T ~~ 0 5 Slcow Shirley -- 4 r 13 38 „Schroeder ~ n ~ O i zo - _ 120 Z IS :° °D Tar -- David Z 'd ''' ~ 8 P°tisMcula John & ~ r t* ~ Schroeder o ~ ~ ~ ~ Mna- 'Rose ~'~. 58 78 z 0L dd pq ~ F p pq oq ~ ~ ~ I McCutchIn Faaj James & ~ a Yi Patrida gin, _ b~~ 80 i 140 tr ~ Wider schmcder om eiut= w ~ O ~ Joseph James & ~ ~ 170 34 ao so Tone~e 4 FFK & Gloria , ,oseP~~~a y ~ Joseph Qt L ~ .. Charlene ~. reiber waiter I O X118 ~.. ~ Draxler ~ 60 219 ° g~ . Albrecht 12 M ~ CREEK David & 40 a ~ ao cerof There Aa~ All to 130th AV o <~knwooa tlty .r 32 °s~ is °'°. ~ ~ & )ulie ~ N mouse ~ G David 8 t P _ L`RE _ so ~ - 119 ~ c~n ~-- Dean ~ ~ Frfe- z 83 a,9 i1 pff~n 6z t ~a ~° R nays LeMa & burg lameaa :a Shenk ~ ~' Mulafe 'Timothy 130th AVE `, N Solberg 80 ~ ~ ~ 40 115 9e1d +o ~ Glmn 7i Dean ~ " ~ Scotty & Teigen e ~ ICristi a q $ 120 FO °.~..~., , ~° rn g saK 66 Teigen n n ~