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HomeMy WebLinkAbout018-2007-11-000Wisconsin Department of Commerce ~, PRIVATE SEWAGE SYSTEM Safety 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 P.C. Collova Builders, Inc. Hammond Townshi CST BM Elev: ~~~ Insp. BM Elev: BM Description: ~~ I G~~ ~~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic N~ a Dosing (( d vwkc~ a // AA~~ IOVC.J Aeration ~~ ~ ~ x U Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ,~G~ i r n ~ I r.~ l Dosing ~ ~®~ ~~ ~ I ~ ~ ~ Aeration Holding PUMP/SIPHON INFORMATION T, Manufacturer ~ ~ Dema GPM Model Number ~ m / ~ ~ ~~ TDH Lift„ `~ ~~ Fricti n ss ~t~ System Hea ~,`3 TDH Ft i~j,b Forcemain Length5~i Dia. ~~t Dist. to Well SOIL ABSORPTION SYSTEM ELEVATION DATA county: St. Croix Sanitary Permit No: 463060 0 State Plan ID No: Parcel Tax No: SectionlTown/Range/Map No: 05.29.17. STATION BS HI FS ELEV. Benchmark (e, 1 fa(,. I /do Alt. BM Bldg. Sewer SUHt Inlet L, 8 %o , ~ SbHt Outlet ~ ~ Dt Inlet .~ Dt Bottom Ia•l0 Header/Man. /~/ ~07 Dist. Pipe / ~ ! C /~ • ~ Bot. System /, ~ •~ Final Grade tJ , ~~ St Cover 0~7~ ~b7• ~~~ C ~~J ~~ r ~,m~,~-ov ~ 3.7 ~ O ~ n ~~ F~~~-: -..Z 67.7 Sq, C~ BED/TRENCH DIMENSIONS Width i ~ Length /' ~ ~ / No. Of rench PIT DIMENSIONS \ No. Of Pits ~ Inside Dia. \ Liquid Depth \ SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKEISTREAM LEACHING CHAMBER OR Manufacturer. ~ T ype Of System: O J ~~ ~~ ~ A 1~ '~f ~ ~~~ UNIT Model Number: ~` DISTRIBUTION SYSTEM Header/Manifold i Distribution tt C~~ rll Pipe(s) x Hole Size /' x Hole Spacing ~ Ve to Air Intake ~ C~ G ~ Z Length ~ Dia ~ CIO p g \` Length Dia ~ S acin .~ I~-0 ,~ : - v ~ti 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 ' ` `~ BedlTrench Edges ` Topsoil ` (~[ es No s ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~~ / ,,~/~ Inspection #2: / / Location: 1148 167th Street Hammond WI 54015 NE 1/4 SE 1/4 5 T29N R17W Farm View Rid e Lot 11 C~ Parcel No: 05.29.17. 1.) Alt BM Description = g~ ~~ ~ ~ ~ ~iS~.i"-S t.c9~ ~. ~p ~~-a,~ "'S~ t pcl~ n \~ =~a MSC,. ~ ~ ~ti 2.) Bldg sewer length = C0~ ~1~ w~''" - ~~~ ~. 1 ~ J 1 ~ f1 ~~ "' °.~ - amount of cover = ~ ~ ` ~T psx. ice- G ~~~~s ~ ,~ ~ ~}o (~~ LA^, a.: ,r.,s ~-- L,a c K..S 6 V~ '~-o 'S ~eo~.l+ (~-1~e~y _ _ _ ~ ~ c.,,iC~ c Plan revision Required? [- ~ YesNo ~ ~ b ~ - ~~~ ~ ~ Use other side for additional information. ~~ ~ C_ _ _ __ I ~ "'' ~ ~J SBD-6710 (R.3/97) Date Insepc is Sig ure Cert. No. ' ~ ~ Safety and Buildings Division 201 W. Washington Ave., P.O. Box 7162 County ~~ n f~ ~ C ~SCO~~~l~ Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (~8) 266-3151 ~ 3 0 ~~ Sanitary Permit Appli 'r~n ~,~ ~ ~ ~ stn Plan I.D. Numb in accord with Comm 83.21, Wis. Adm. Cade, peso you de P ~ _ TiZ.,~AtS • / ~? ;J ;~ ~~ 2Q~ may be used for secondary purposes Privacy ritS j m) Prof Address (f ditiertxtt than mailing ttddtess) L Application Information -Please Print All Information ~ `~ ~;tlo~x ~OF '~ ~ 1148 1l0} S+. , . Property Owner's Name ~ ~ Panxl #k tl Block ~_ C ~~ Property s Mailing Address pro ~ ~X-- ~ City. State Tap Code Phone Number Section ~ "' t~ ` r ~ ~ / .,,[_ ( one `-~N; fi W IL Type of Building (check ali that apply) S t 1 or 2 Family Dwelling - Number of Bedrooms Subdi ' ' n Name CSM N PublidCotnrnercial -Describe Use 2r^ State Owned - DcsLtibe Use City_ Village owaship o v Ib Type of Permit: {Chet9c oily one iwz on line A. Complete line B if applicable) A' ew System Replacement System Treatment/Holding Talc Replaoerreent Only Other Modification to 13xisting Systan B • Permit Renewal Permit Revision Change of Permit Transfer to New List Previous Permit Number and Date Isstted Before tacpiration Plumber Owner IY. of POWTS S (Check all that a ) Non -Pressurized In-Ground Mound ~ 24 in. of suitab Mound < 24 in. of suitablS soil At-Grade Single Pass Sand Filter Constructed Weiland Pressurized to-Ground Holding T . Peat Fdber Aerobic Trsahnent Unit R Sand Fil ~ r Recirculating Synthetic Media Filter Chamber Line vel-lass Pi Other ( "n (. lE ~ ~l V. D' elsal/Treatment Ares Information: X /~ 3 `~ = I. 2 Z . ~ Design Plow (gpd) Design Soil Application Ratc(gpdsf) Dispersal Area . Dispers a ! Pmpo (st) ystem ffievation { ~ ' VI» Tack Info Cap ty in Gallons Total Gallons Number of Units Maaafacturer W ~~Q /{- /Q~ t/-~ 1 Prefab Concrete Site Conshucted Steel Fiber Glass Plastic Septic or Hold'wg Tank . ea ent unit Aerobic T r t m ( ~ ~ ~ ~ ~ Doang ~^- r, vII. Res bilitp S nt- i, the Dude assume bilitp for htstallatioa of the ,t'OWTS shown on the attached. Plu s Name (Print Pl tgnaturc MP/MPRS Number Busutass Phone Number Tip Plumber's A~S City, S ~ ~ ~+' '~ VIII. Con rtment Use Onl A roved ~ ro ~ Sanitary' Permit lee ('includes Groundwater Sarciiarge Fee) Date Issued t Sigtmture Statrtpa) 'vw Reeser for 35D - . Z 2e~ IX. Conditions of Approval/Reasonsfnr Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all 4e serviced / m~jXttained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances. 1a5~9o, wracu rna~prea puns (to tbi! e:ounry only) [or rile system oa paper not ku than 81/L z 11 inches is erne PLOT PLAN - JECT P.C.Collova Bldrs. Inc. ADDRESS P.O. Box 489 Somerset Wi 54025 1~4 SE 1/4S 5 ~T 29 ]v~R 17 W TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 106.8' 1.9' sand lift BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 # of chambers none BENCHMARK V.R.P. Top of Survey iron ASSUME ELEVATION 100' Filter Zabel A-100 ^BOREHOLE O WELL *H,R.P. Same as Benchmark Pro Town Road Pro 3 Bedroom 428' Property Line House Huffcutt combo tank is to have lockdown covers with approved warning Grading is to be labels and is to be done to divert Tank properly bedded run-off away from system -4 - ~:~.,~~ 5% Slope Area 15' Below System B - 3 P1o~c is to remain - ~ of ,\~Q ~ undisturbed A f ~1 'v ~ ~..' Well is to meet all 105' ~` ~' ~~e setbacks found in Comm. 83 104.9' B-1 104' Scale = 1 /4" = 10' ~, /~~ 180' lam` `` ~ O B.M. AIt.B.M. 379' Property Line is top of 1/2" pipe @ 100.2' commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD lA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary September 16, 2004 CUST ID No.226900 SHAUN R BIRD BIRD PLUMBING, INC 1008 192 ND AVE NEW RICHMOND Wl ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/16/2006 SITE: PC Collova Builders Inc Town of Hammond St Croix County NWI/4, SE1/4, S5, T29N, R17W Lot: 11, Subdivision: Farmview Ridge Identification. Numbers Transaction ID No. 1059288 Site ID No. 689481 Please refer to both identification numbers, above, in all cones ondence with the aQenc . FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 980302 Maintenance required; 450 GPD Flow rate; 14 in Soil minimum depth to limiting factor from original grade; System: 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); Biofilter 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: General Approval Requirements: • 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.01/Ol) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • Per manual cited above, limited activities are allowed in the area I S feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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. Coy I~PF DERART~ N OF SEE COI • 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. Stat SHAUN RBIRD Page 2 9/d6/2004 • Comm 83.22(7) 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. 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address on this letterhead. 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, ~, ~~~ ~~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@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 ~~ Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Cover Page Date: 09/6/04 Owner: P.C. Collova Bldrs. Inc. Location:NW1/4SE1/4 S5 T29 N,R17W Lot 1 i Farmview Ridge System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01 /31) Pressure Distribution Manual Version 2.0 (01131) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Con g nc/y plan 9-11. Soil test Shaun Bird Signature ~ License numb 22E RF~~ s ~~FO sqF~ Ep ~ 2004 ~~ B lp~s D/~ ~fiio~~ j y ~~~~ ~.E F COl~AyERCE ~NC ~.CllyG PLOT PLAN PROJECT P.C.Collova Bldrs. Inc. ADDRESS P.O. Box 489 Somerset Wi 54025 ~W i/4 SE 1/4S 5 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX SYSTEM ELEVATION 106.8' 1.9' sand lift BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 # of chambers none BENCHMARK V.R.P. Top of Survey iron ASSUME ELEVATION 100° Filter Zabel A-100 ^ BOREHOLE O WELL *H.R.P. Same as Benchmark Pro Town Road Grading is to be done to divert run-off away from system Area 15' Below System is to remain undisturbed B-4 5% Slope B-2 Well is to meet all setbacks found in Comm. 83 Pro 3 Bedroom House Tank 428' Property Line Huffcutt combo tank is to have lockdown covers with approved warning labels and is to be properly bedded B-3 105' 104.9' B -1 ~ / 104' Scale = 1 /4" = 10' 180 379' Property Line B.M. A1t.B.M. is top of 1/2" pipe @ 100.2' page Of Cross Section Of A Mound Using A Trench For. The Absorption Area. ~,. /t~ ~ , - o F 6" Topsoil ~./~'f~ ~y3~SA~~ ~ .Jl p 3 E Plowed Layer Trench Of }~" - 2~" A99regate, ~ r=i L~' 6" Below pipe, Covered With 0 Ft. ~_,.. Ma~~ Or Synthetic Fabric F ~; ~ Ft. ~ ~ .~ Ft. F ~ ~ Ft. H _. l~._. ._,-;. ~Pian View Of "4ound Using A Trench For The Absorption Area Force Main ~~; 'on Pi e ~ Distribute p . Observation Pipe A o W .r. B K :_ ~' _ 2~" A99re9ate. ~,.~_ ~ Trench Of ~ i ~~ 5 ~_ - _--~ L ~ '~ .' ~ K~ Ft. W ~ U~ Ft. -t I Ft. A _.d___~ B ~ I ` ~ Ft. . J Ft. L ~ a.5ti Ft. ~. ~,~ _~ License Date: Signed: ~ Number: ~~ Page Of ' Distribution Pipe Detail Far Two Lateral Network ALC E 55 ~a X ~~tURN -UP~~ ~CL~RrlouT~ Holes Loca{i:d On Bottom Are Equally Spaced ~ ~~.- PYC Force Main * Y ~ t'z'i ~ ~ PVC Distribution Pipe p P .._ * Last Hole Should Be Next To ~ ;~." ruaN- ~Q ~ .~ ~' ~ f ' r P ~ Ft. Hole Diameter .> ~~4~Inch X ~~ Inches Lateral Diameter ~~ Inch{es) Y -~-7 Inches Force Main Diameter Z Inches # Of Holes/Pipe ~_~~ Invert Elevation Of Laterals Jp ~ ~ Ft. Signed: License Number: Date: ~~ F'fIC TANK ~ ?~3MP C~.AMB Sp~CLrICATiU~~ CROSS SECTION AT`D H2I~i . GRAD£ ~ ,,,, ~ ~ ~ ENT PIPE }i ~ ~gow QRBOU E y ~~~ £ROK I344R. FREai: SIR iNTAiCE ~~ r~`~/~~r~ 9f ~,~ f Ili ~ '`-i7 CsR~°tD£ ~ ~, (p ~T• / - - ~.:~ ~1~.r-.. - _...: 18" I3~ - ' t~-- INLET . tdATER 'i'3G ~iT 5 EALS _.~--- ~3L.TER ~- 8 .•'~-- AP~~~ C FI?E 3' ~ ,3FT. "~ SEiIL ~tdP OFF ELEY - c ~£k~~PR#3F ApFRO~+£D J's1NCTC~NDUOT MAAiHQLE CB~Eii ;„; I2~ y~ / PAII LOCK ~ wp,Riil~t~ LABEL ~--- --~ ~____--~" HITS _ •~.i3. ~ ~84Mfd- - 1 :• ,_ ~ '. ~ , t;AS- - ~ . TIGHT i ~ Ii SEAS , ALM P P£ ~ ~ ~ ~ 0liT0 ~ ~ ~ $~~~? 3~~~ s ~ ! - --- . ! YED BEDD7I~6 URDER TAB ~~ ` OiSSCItETE pA~ 3 ~ APpRO J ~ d SG`a:, SP£CII'ICATZaNS ~Ii+fB£R OOSFS ?~ DAY = __._.~-- SEPTIC ! DOSE ~~ ~, _s~ GAL- DflSE Vfl~~E FNS SpC~K~'- :.1-~=...'^° TANK t~lANL1F!-C3z3RER : z ~~ GAi.. ' l -> GAL TA1t3C SIZES: SEPTIC CAL. ~ ~7• SINCHES Dt)SE 5 ~ CAFACZTZFS = ~' ~ _ ~(7 GAL. GC s = ~~ INCxES _/~__--- ALARPi p'~~itJFACZ'E3itEA;= L-- ~ ]' 7~ ~ GAL, MODEL NU~tS£R = ~• SyNCHES __.---- II = ~ ZI~K pUKP xA~FAC3'~tR~ = ~ '~ ~-,/ 15.23 yal-C -- KpDEL I~1tJt~'~BER = " ~ ~1 purse s Ai.ARrs ~ZRS~ As PER z L~ gy;3'CN '~"~tPE= - ~ ~ ~ FEET fiPli PIPE EET REW3 ZttEJ aI StNARGE 1tATE flI STTZ I Bt~TZ Obi . SE~EEN PUHP OFF ANB - N gp,CT4R . ~'- r' •~FEET vER'!`IC1lL DIFFERENCE pR£SSURE FR2~~~~~C HEM i /„~,,.i~--- M ;M`JH N£Tf~tORK gDpPLY rT! Its Q FT F££T F4RCElSA.I# X ~• ~I3TAL ~ - DIAMETER ,_.~- f ~~ , ~ t~FIDTH ~,grfGTH ~ ~ ~% t~ENgIONS t3~ ~M? TP,t+tK= I,;QUID ~~~-~-•--" F~T~tNa~. DI r S IG~tED: _ 4A":'~' LICEI~S£ ~M$`-~ :188 ~~ W ~ ~ 50-. 12 40 f 0 w 2 ~ 30 8 z 0 a 20 0 r- r 4 10- ,T~~ 0 20 40 60 80 100 GALLONS LITERS 0 80 160 240 320, FLOW P£R MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. '`~' • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available forioutdoor installations. See FM1420. • Over 130°F. (54°G..~ special,quotation required. 1521't53 Series ' 151N MO S ~ Control I 'on Model volts-Ph Mode' 'Am s Slm lex Du lex N152 115 1 Non 8.5 1 2 or 3 BN152 115 "I Auto 8.5 Included 2 or 3 E152 230 i Non 43 1' 2 or 3 BE152 230 1 Auto 4:3 `Includetl 2 or 3 N753 115 1 Non 10.5 1 2or3 BN153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2 dr 3 BE153 230 1 Auro 5.3 Included 2 or 3 TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERING MODEL 152 153 Feet Meters Gal. Lifers Gal. Liters 5 1.5 69 261 77 291 10 3.1 61 231 70 265 15 4:6 53 201 61 231 20 6.1 44 167 52 197 25 7.6 34 129 42 159 30 9.1 23 87 33 1?5 35 10.7 -- -- 22 85 40 12.2 -- -- 11 4c Lock Valve: 38.0 Ft. (t 1.6m) 44.0 Ft. (13 gym) 3 27/ ;2 2 i tz t/s 5 I/ J -L 3 sKZOea .SELECTION GUIDE 1. Single piggyback variable level float switch or double pggyback variable level float switch. Refer to FM0477. o cnurtoN 2. See FM0712 for correct model of Elecrical ARemator E-Pak All Installation of controls, protecdon devices and wiring should be done by a:qualified 3, Variable level control switch 10-0225 used as a control aCUv810r, specify duplex (3) Ilcensed electrician. All electrical and safety codes should be followed including the most or 4 float S Stem. recent National Electric Code tNEC) andthe QccupationalSafety and Health AGt (QSNA). () y RESERVE 'POYIIERED DESIGN For unusual conditions a reserve safety #actor is engineered into the design of every Zoeller pump. ~ ea~ta 70: n.o. eox fs347 _ Louisville, KY 90256-0347 Manufactwersof.. SNIP 706 3649 Cane Run Road ',~r~ `0 Louisville, KY 90211-19x1 Q!/AUTYPUMA9 SNCE ~9,,>'r9 ,r ~/w ,~ r ® (502) 778.2731.1(800) 928-PUMP hitpJ/www.zoeller.com PL!/Y/P LO FAX (502)774-3629 ® Copyright 2000 Zoeller Co. All rights reserved. , T PLAN Page m,~ _. ' ~ER,g ~ANUAI. & 11rlANAC PEC F aT1aNS s w _ _ Qov+rTS o ' S ~ ^ rlA YSTEM dc Tank Cs-PacnY tLE INFOE~TiCN ~ J~ . $ep ufa~~r _ NA c~pUcTank Man , / Q MA ' owner ~~{ Flter Matwfacttsre~ O NA Petm~~ ~ , ~ue~ Flber-Model )ESIGN PAE~~~ '- ~ NA o ~ pump-Tank CaPadtY Number of Un~s f Comm }/da Pump anufS~rer ~` Tank M ~ ~ Q NA Number o 1?~ a '- '~ NA ~ ~ ~ ~~~ E Clow ~? . J~ aV fa ~ Q ~ x ~ .5? pssiQn lbw (P~, (~stirnated da ~- odC Pu P Pro~~nent Unite p Peat F71ter SoD App~°n i3ata t i' a MonthiY ~~ ~ tt p Sand1G i~ ~~n O Wetland Mecha ether i y G} trdiuen~m~ L2ua O~ 8 Grease (~ ts . 530 mQ Q29 m9IL . p ^ ^ Disfnfecdyon ,- Fa pemaind (BOOS BiOChe ~ sp•^~ Solids (TSS) ~ 6150 $ rage Monthly rer DMis~ ~ Ceit(a) ~ - ^ ( round {prossurizedl ~nd (gcavkY) d P went Giualihhr - BOOS l OxYg ~ S30 mgt 530 m9 /%n ^ in~ ^ Atgrade p Amer. p Dri ine ~~.ne e'-ochemica s C'C~) Totet Suspended S metric mean) St0' cfu/400m1 w,sy„, ~ . Yalues typlcy fOr doh (noR~oon+~+'1e C,pC~fofrr- (9eO Fec~-t yi inch diameter ~~ ~nlc e}nusnt ~- s tYP~ for prere+~~ "~~te influent Partide Size .• Value , mum CE SCHEDULE Service Prague aY ear(s) (Maximum 3 yrs.) ths Mptl+[Tt:NAN Event SeNice At least once every p mon ua on ird (Y,) of tank volume um ~ Inspect oondtion of tank(s) a and sc V~hen combined studg ^ months r(s) (Maximum 3 yrs.) Pump out contents of tank(s) At least once every r(s) ^ months . Inspect dispel Cell(s) At least once every g) O NA p months Clean effiuentt~er ump controls S alarm mp, P ct At least once every once every At test O NA ^ months Ks) NA ths ~ year(s) G o Inspe Pu Flush taf5ecais and pressure test ~ least once eve? ^ m n ^ ~nms Q year(s) t7 NA ptl+sr. At (east flncx every oet~ of the totiowing i;censes or lis shall be made by an individual carryln9 one any missing ~NTENANCE INSTRUCTIONS ~~ ~~S insPeCmr. P01r~s Maintainsr. ~ br~O~n of tanks and diaPeraal O° plumber Restricted on of the tank{s} to iden~Y {or any befit uP lam: , Mash Plumber: Ma ~ must indude a -risusi inspecd m and to cheer ~ ~ ed sludge and scu ~ ~ lave Seth pperator. Tank mspe~ ure the volume of oombin inspected m ~~ ~ effluent on ~ hardwars. identKY any ~~ or leaks. +~~ The dispel' petits} steal! be yisuaily The po authoritY• round surfape. nding of effluent on tfie ground SyffdCe• ~ ~~ pf etfwent on the 9 for any po }ica~on of the I ~ ~ mnk~volum~. the in the o P-Pes and to check nand requires the immediate noti or more ind-ca-~ a fa,-Gng ~ndiBo min any tank equals one-third {i41 sect ~ in accordance with di- NR ground surface ~!' rnulation of sludge and sw a Ser~ng Operatror and disPo 1IYh8D the combined ao k shall be removed b7f a Septag t ~ponents, ~ any entife ~r~ents of the tan Hants. ~ a ~ pOY~S Maintainer sin AdministratNe Code• 13, Wisoon nlsrai or pressurized POWTS oompo event The secvi~n9 ~ ~Iueni fii~. m~ ~~is of 12 months or {ass steal( be A~~ ~mPi~on of any Service other mafnt~n~ or mon ~ ~ the local regulatory authority within 10 days A sel~,e > st>a~ ~be P~ ~~ of painting Q~uds or other STARTUP AND OPERA'nON S check treatment tank{s) ~ ~ ill s). If high can~trations ate or tb use ~ ~ POWT ~ pnor to use. l:or new oolisbvction, pd a the tree s andlor damage the dispel tment pry a sepm9e 5efvicfing oPeCa chemical that may ~P~ removed by detet~ed have the opntents of the tank(s) Page of~_ ~J _ -•'"`:-' n at the infiltrative surfaoe- ~i•conditions are'h'o~ ~n Pow ~ ~~ ~ n the lrstem Startup snail not acur when gbQVe nomnati ticgtvrater ieve ~npading the ceQ{s) ~d may S os Pump tanks friaY ~t($) in one large dose. tents of the PAP tank tertoved by a Ourln9 PO1~ out f+Bed m tt-e dlsPT~~~ this sibuatson !save me ~orstad a Ptumbec oc POVYTS Maintainer to tgr'kN a of efil~t tQ the effluent pu P m tank baciatp ~~ g p ~c Pcfor•tA -~r~estone normal revels within ~e pu Qr otherwise dsttilti or compact, ® ag tfie tip De not drive or petit eyed • assist ~ mautualtY ~oies over tanks ~ dts ~9 sail absorption area- or a ths pe~rtnance and prolong the Gfe ~ arw whin 15~f~t dawn stoPek~wir-9 f"°m a wastewater stream ~Y Imp degreasers: dente( floss diaPet'~ Reduction 0r-~inatlon of the ti01 ~ butts: condoms; cotton ~ fin s, gaSO~* a~'~ herbiddes~ meat ~dpio6cs; •babY ' t v+rater, fruit and vegetable pe g and water sa{tan~ brine. of the P0~ ~ fou .00. r''S P~ ~p ~bddes. sanitary naPEuns; tampons' • - ~~~' stsalt lase fatten m insure that Cse sa~aps: A$ANOON~ENT taken out of service the fot[o~srfn ~~nsin Adfn~ ~~ When the PONRS farts arsdlor is pe~ane1~Y ian~e ~, cis. Comm [33.33. ings sea~- system is propei'[Y ~d safety abau+d~~ fn oorsspt ndoned pipe open and pits shalt -be disoonneded and the aba disposed of by a SeptBge ~Senridng Operatnr. . Al< ptping to tanks 'be removed and ProPe1t!' and the void space . the oonbents of al[ tanks snd p~ Shalt ~ aI[ tanfes atsd P~ she![ ~ excc~vated and removed or their aovecs re • At'~ Pump 9~ ran+ef or another inert solid materlal- filled w~ softy g or must be taken. to Pcovtde a cads CONTINGENCY PLAN rise following measures have been, ff the P01N'fS faDs and cannot be i'+et~, taoement soil compriant teptaeeinent sys~_are®hs~ been evaluated and may be utilized for the location of a ~dion and shou(d not p A sortable ttsRla~nT~ repta~~t area should be protected 5~ Stdr~usdu~ tot Lines a welts. Failure to abs~PtiOn SY~m wired sett~a~ from existing and propo be infringed upon by regal ~ result to the need for a new soil and site ~eva1 at ~ t tirne~bfish a su-tab e prO~ tlse ~~ Replacement sys~r^s must comP[Y wig the rules in effect replacement area- ~ net available due to setback and/or soil limitations. l3arrsn9 advances in POW'TS p A suitable ~ptacement area red as a last resort to replace the fatted QOVVTS. ology a holding tank may be insrar a suitable replacement an:a Upon failure of the POyyTS a so8.and ~~ to identify ment area ff no rePlaaefrient: area is available a. e site tsar not been ~ locate a' suitable replace site evaluation must bepe ~ ~ Est resort to replace the failed POw~S. rem ~ the biomat at • . oldusg tank may ~ instil ms may be reoonswd~ in Piaoe fotlowtng Qund and at-grade soft ~s of such sy'sierns must comply w~ ti'e rotes in effect at Usat time. e infitGrative surizaoe. GEN. <cyilfARNIN©~ T~1I'MEi!1'r TANKS MAY GONTAtN LETHAL GASSES ANf310R INSUFFICIENT OXY gEpTiC, PUMP AND OTHER (ER TREATMENT TANK UNDER AI+tY CIRCUMSTANCES. OEJ4TN MAY UE OF A PERSON FROM "rHE IN7°ERtOR OF A TANK MAYBE DIFFICULT OR IMPOSSIB CO NOT Ehf>rER ~- 8El?TiC, PUMP OR OTH RESULT.RESC gpp~7OiKAt. COMMENTS POWTS INSTALLER Name -~ } ~l Phone % 1 % ZY ~'~ y POVYTS MAtPii'AtNER ` Name ~ ct..r:L~~/ '~ ~Sl Phflne -- ~ 7 ~ l LOCAL REGULATORY AUTHORITY ~ SEFTAGE SERYtCtHiG OPERATOR PUMPER Agency ~ - ''~ ix Name ~'c~~-~- ./~ Phone ~/,~"`~' y ~~ Phone ~ --- ~ ~6'- - ~~ Tr<is doafinef-t meets welts and Waushaa County Zoning and Sanitati~ Qocumenr does not r>,ts ao w.s~ ~ ~:a~ ~ ~ Cam t,slte. ~ 83.54{i }. ~3 b (31. yrsconsin Ad+mirttsVati11° Cade Use of thla GAAW t~~l the minimum regvusrti.MS of a~ Gomm 83-x'x~~`cfl guarantee me perfortnanoe of the PA1f(ft-S- • __--- g~ ~~~ ~ C~ Page t~.of Property Owner Parcel ID # a Boring a Boring # ~~ th to limiting factor ~ in. De Soil ication Ra ~ pit Groun . d surface elev. p f Consistence Boundary ROOts GPD Jf •'Hp~pn Depth Dominant Color Redox Description Tezture ~ 'Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Sh. Gr Sz 3 ~ -1 ~ V~ ~~~ S I ~- ~ ~ c s ~ m ~ ~ 2 I`is . ,5 ~. ~ ~L `. I ,~.. ~ , c ;.u ,~' , a, . 3 Z t ~ -~ :~ I (R.. v ~J4 L ~. t~ ~ ~~ ~' `~/~~ t ~-- ' t'~ '' a=1 n a h c` ; L . U 1' ~ Boring # Boring / ~y' 1 pit Ground surface elev. .7 Oft• Horizon Depth Dominant Color Redox DesaipGon Texture in. Munsell Qu. Sz Cont Color I Old' ~ ~l~ -~_ Z ~/S s -- 3 Is~ l ~S/ U Boring Boring # Ground surface elev. ^ Pit Horizon Depth in. Dominant Color Munsell Redox Description. Qu. Sz Cont. Color Depth to limiting factor ~ ~ in• Soil lication Ra Structure Consistence Boundary Roots GPD/ff Gr. Sz. Sh. 'Eff#1 'EB#2 yn-SIC' ~s ~i~~ w~- , ~ _' ~ -a 1X1- rt/lt~ ,. b ~ t) t. Depth to limiting factor in. Soil lication Ra' Texture Sirudure Consistence Boundary Roots GPDlfP Gr. Sz Sh. 'Eff#1 'Effit2 ' Effluent #1 = BODE > 30 < 220 mgll. and TSS >30 < 150 mglt_ 'Effluent #2 = BODs <_ 30 mgll_ and TSS <_ 30 mgJl The Department of Commerce is an equal opportu eas scontac tthe department at 608-266 3151eord TTY 608e2b4-8777. services or need material in an alternate format, p seaas3o (R.~oo1 Soil Test Plot Plan Project Name P•C. Collova Bldrs. Inc. Shau i Address p O Box 489 Lot ~ 1 N W 1/4 SE Somerset Wi 54025 C #226900 Subdivision Farm View Ridge Date 5/8/04 1/4S 5 T 29 N/R1 ~ W Township Hammond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 106.8' *HRpSameasBenchmark A ltarnata Ranrhm•~rlr Tnn of 1 /2" Pine ~ ~ nn ~' SOIL EVALUATION REPORT Page.~,_of Wisconsin Departrnent of Commerce ,Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code minty ~ fi 3 Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must indude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Re wed by Date Please print all information. .. ~ ~ _ Z~ Z ovide ma be used for secondary purposes (Priva .- , ~ap?fi5:04 ~ f 1(m))~ Penwnal irHormation you Pr Y ro rty ~OCatiOn propertyOwner ~ ~~ j~ r •~....M. _.`" ~ r,~ ~',. , ~ ~~ T p(~ N R E(or W I 't lGovc. tot ,/a a s Q~, }~ !Lot Block # Subd. or CSM# , property Mailing Address ~ ~ ,,,,. Q r !r^- v, ~~ ~~ ' ;~ ') f' ! tl ~'. J ,r !, ^ City ^ Village Town Nearest Ro ~, State + Zip Code Phone Number Code derived design flow rate _ New Construction Us Residenti um r o~bedrooms ^ Replacement ^ Public or commerdal -Describe: ------ ne. a Flood Pla'eleva6on if applicable ~ ~~~._- fl' Parent material _~f~.e r _n.n~/ 5 General cornrner>is ~ 1 O ~ f and recommendations: ~y ~~ ,~ ~>~ ~~w~ °~.~ ~~ Boring ~~ # Ground surface elev. ~ ' ~. Depth to limiting factor in• Soil motion Rate Pit Roots GPD/f1? Horiizon Deptfi in. Dominant Odor Munsell Redox Description Qu. Sz. Cont. Color Te .. ~. s~~ rs ~ ~ xture Structure Consistence Boundary Gr. Sz. Sh. •Eff#1 'Eff#2 ~~ •6 , ~i =`m-=~~~ ~f~~ ~ W1 Borir+9 # Bonng 'mil pit Ground surface elev. ~:~'..~_-~• ® \ De th to limiting factor ~• P Soil ication Rate J`'" Boundary Roots GPD/fl= Horizon Depth Dominant Color Redox Description Texture Structure Consistence `Eff#1 `Eff#2 in. Munsell Qu. Sz. Cont Cdor Gr. Sz. Sh. g 3)Z ..- S i d 02 r ~ c.S a m ~ ` g_ ri r ~1 C 1 ~' to ~% ' 3 -yi3 lOtcr~/ C2d lD ' /~ c1 ~ ~• a , d • Effluent t!1 = BOD > 30 <_ 220 mgll. and TSS >30 <_ 150 CST Narr-e (Please Print) Bird Plumbing, Inc. Shaun Bird Address 1008 192nd Ave, New Richmond, WI 54 7 `Effluent #2 = BOD < 30 mglL and TSS _< 30 rrg/L CST Number 226900 Date Evaluation Conducted Telephone Number ~' "°c7 c/ 715-246-4516 Properly Owner Parcel ID # Page ~ of ~ ~ ~• Depth to limiting factor n• pit Ground surface elev. ~ ' Horizon Depth Dominant Cdor Redox Description Texture Structure Consistence Boundary Roots Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. in Soil ~~ Rate GPDlft? 'Eff#1 •Eff#2 1 2 . ~) ~ I -l s l1 r 3~Z r5 i ~ 5 (1- GL r f CYt- r G S w 2 m r ,a, ~ g , 3 ~ f ~`~ ~ ® r S~4 C aD 5 '' `~~~ c i- - ~--~' ,F`f n a l~ a~ , ~ . C~ a Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in• Soil ication Ra Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bourxiary Roots •E~GPD/f~Eff#2 in. Munsell Qu. Sz. CoM. Color Gr. Sz. Sh. ^ Boring a Bonng # Ground surface elev. ft. Depth to limiting factor in. ^ Pit - Soil ication Ra Horizon Depth Dominant Color Redox Descxiption. Texture Stnrcture Consistence. Boundary Roots •E~GPD Ef~2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. • Effluent #1 = SODS > 30 < 220 mgll and TSS >30 < 150 mgtl 'Effluent #2 =GODS <_ 30 mglL and TSS <_ 30 mgll. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. lob 1~ saaeaw (R.1Gtl0) Soil Test Plot Plan ~~ ro'ect N P.C. Collova Bldrs. In . / ~ ~ ame c Sha ird Address P.O. Box 489 Somerset Wi 54025 M #226900 Lot 11 Subdivision Farm View Ridge Dat~5/8/04 N W 1/4 SE 1/4g 5 T 29 N/R1 ~ W Township Hammond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 106.8' *HRpSame as Benchmark Alternate Benchmark Top of 1/2" Pipe C 100.2' ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer P. C. Collova Builders, Inc. Mailing Address PO Box 489, Somerset, WI 54025 Property Address ~-~ T ~^-1 (Verification re uired from Planning bepartment for new construction.) City/State Hammond, WI parcel Identification Number LEGAL DESCRIPTION Property Location ~ '/4 , SE '/4 ,Sec. 5 , T ~9 N R 1 ~ W, Town of Subdivision Farm View Ridge Certified Survey Map # `-~- Hammond Lot # ~_. Volume ,Page Warranty Deed # ~~959 ,Volume 253f!o ,Page # 3 ~~ Spec house ~ yes a no Lot lines identifiable' ves ~~ 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 Counry 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. 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 De ent within 30 days of the three year expiration date. c~ D / ~ /~ SIGNATURE OF APPLICANT p, C. COLLOVA BUILDERS, INC. DATE (715) 247-2742 P.O. Box 489 OWNER CERTIFICATION SOMERSET, WISCONSIN 54025 Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the p o erty described above, by virtue of a warranty deed recorded in Register of Deeds Office. . C. COLLOVA BUILDERS, INC. ~D~ SIGNATURE OF APPLICANT (715) 247-2742 P.O. Box 489 ****** Any information that is misrepresented may result in the~Q~~~~~~~~~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. U 2536P 347 STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number ( WARRANTY DEED This Deed, made between Michael B. Marshall and Dawn Marshall. husband and wife Grantor, and P. C. Collova Builders. Inc.. a Minnesota Corporation Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): See Attached Exhibit "A" 757'359 KATHLEEN H. YALSH REGISTER OF DEEDS ST. CROI7l CO.. MI RECEIVED FOR RECORD 83/29/2004 12:50P11 MARRANTY DEED EXEMRT # REC FEE: 13. @0 TRANS FEE: 2012.40 COPY FEE: CC FEE: PAGES: 2 Recording Area Name and Return Address 018-1008-60-000; 018-1008-80-000 018-1008-90-000: 018-1010-00-000: 018-1010-10-000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to wazranties: Easements, restrictions and rights-of--way of record, if any. n oN" Dated this ~i~ day of March , 2004 * AUTfIENTICATION Signature(s) Michael B. Marshall and Dawn Marshall, husband and wife authenticated this ~ day of March "` Kristine Ogland __ TITLE: MEMBER STATE BAR OF WISCONSIN (If not, ,2004 authorized by § 706.06, Wis. Stets.) THIS INSTRUMENT WAS DRAFTED BY Attorney Kristiua Ogland___ __ _ _ Hudson, WI 5401b (Signatures may be authenticated or acknowledged. Both are not necessary.) • Michael B. Marhsall * Dawn Marshall ACKNOWLEDGMENT STATE OF ) _...- - -) ss. County ) Personally came before me this _ ____ _ _ day of the above named to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. * Notary Public, State of _ _ _ ___ _ My Commission is permanent. (If not, state expiration date: .) * Names of persons signing in any capacity mus[ be typed or printed below their signature. Information Professionals Co., Fond du Lac, WI STATE BAR OF W4SCONSiN 800-655-2021 WARRANTY DEED FORM No. 2 -1999 U 2536P 3y8 EXHIBIT "A" Part of the NE'/. of the SE'/. and Part of the NW'/. of the SE'/ and Part of the SW'/. of the NE '/< and Part of the SE'/4 of the NE'/~ of Section 5, All in Tovmship 29 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin described as follows: Commencing at the Southeast comer of said Section 5; thence N00°05'29"W 1315.84 feet along the East line of the SE %. of said Section 5 to the avint of beginning; thence N89°25'01"W 2639.28 feet along the South line of the N % of the SE'/. of said Section 5; thence N00°21'34"E 2581.45 feet along the North-South'/. section line; thence N89°51'32"E 1316.00 feet along the North line of the SW'/. of the NE'/.; thence S14°12'09"W 566.08 feet; thence S56°30'45"E 166.57 feet; thence S05°58'41"W 617.95 feet; thence S89°2x'33"W 230.23 feet; thence S00°08'03"W 557.04 feet; thence N89°26'33"E 1601.66 feet; thence S00°05'29"E 758.82 feet along the East line of the SE'/. to point of beginning. N 80. ~ 15 ~~~ ~ ~ ~h\\,~ ~ 36 146-18' W 31 g ~ ~ ~; \ _ ._ N 87'28'13" W 63E __ - •82J l / ~ - ----- - - ~ ~ ~ ~ 18~ ~ ~.\\ 197_96' ~ \\` ~ -o ~ ~ 14 ~ ~ ( i \\ o ~ MI 61 54 AcF I U I ~ I 37 \~ Iw 38 ~I B.M. TOP OF 3/4" ~ ~ I ~ I 67584 S. F. ~ ~W 78323 S.F. IRON PIN ELEVATION Q oO~ ' ~ \ 1.55 Ac. \ 1.80 Ac. I 1094.34' „ ~ i Zi 1 ` ~ ' ~.~\ I ~ ~r~•3~3~ \ ~ ~ HWE =1099.f' \ \ HWE =1099.F' ~ ~1 ~ ~ ~ ~ 66 R' LBO =1101.6 I Iw\ \ LBO =1101.6 , , i / ~\\ ~3\~~ \\ \\ DRAINAGEI ~ \\\\ I ~' w ~ \ ~ \ <~ EASEMENT tv J in ~ \ \\ ~\ ~ \\ a ~\ I _ \\\ ~ 13 j ~ 1, \ ~ \ z - I \ ~ ~ \ ~- I ^4 .F. , ~ ~ ~ ~ _ 66o G S \ \ ~ _ _ _L2s \ J ~ N ~ I ~ 1.53 Ac. ,~ 51// ~ \ ` `''li- ~ \ N _ -~ ~ _ -,~ cn N ,• E/ / ~ S ~ ~~ ~ _ C 13 _ = r / / p '~j /~ 6~ 0 0 / / ~ C4 7 - -C48 /' ~ -- ~ 103346 S.F. ~'~ j .' / O I 2.37 Ac. ~n~/jam ~ ti / / z ~ ,,~% % ~ a~ ~ g ~~ ~ ;' ~' O ~ ~ I I 65635 S.F. ,Yj! o~ ~~ •`L'~j ~/~ ~"~ / / 1 ~ ~ 1.51 Ac. ~I ~~ io ~`?~ ,/ 11 .F. ~,~ 68373 S.F. ' I N 89°2`. ~--_ I 3~ p ? /' 1 ~ 3 e ns ~ / / 1.57 Ac. m I I w ~~- )2AINAG '1 ~,`~ ~; ~~ .. ~ ~ v v~ i 141 ;A~SEM EN T ~ ~ , ,/ ~ c,,, / -v ~ I ~ ( N ~ ~ ~^ HWE =1082.6' / ~ I J ~ ~ p LBO =1084.6 ~ / ~ I `n V -1253.64'- f ~ ~ ~ ~6, J ~ L - - - , - _J --~ I-- ~ l 113.81 ~ ~ 129.37' ~ t 1.3~9~i2'~L~' 227.61 w gwn~n~~ _ ~.~•~~I ,~ ~ .~ .~, UNPLATTED LANDS N ~ >~' ROGER LYNN o ~ S 1 /4 CORNER, Ht~PHREY ~ Z SECTION 5, FOUND ~21~ i WOODVIILE ; 1" STEEL SURVEY ''ti,, yy~g. ,•oQ- MARKER '~ p''S•••'v ~ ~' f ~ '43i~~ , I ~ / /I