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HomeMy WebLinkAbout018-2009-17-000Wiscottsin Department of Commerce PRIVATE SEWAGE SYSTEM ` Safety acid Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.o4 (1)(m)]. Permit Holder's Name: Zuettel, Herman City Village X Township Hammond, Town of CST BM Elev: Insp. BM Elev: BM Description: TANK IN FORMATION TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to well Still ~RSnRPTI(]N SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: i3 State Plan ID No: Parcel Tax No: 018-2009-17-000 Section/Town/Range/Map No: 04.29.17.1001 STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer SUHt Inlet St/Ht Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: N CHAMBER OR INFORMATIO Type Of System: UNIT Model Number: fIISTRIR11Tl(~N SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing C/lll rn\/FR ., o.,.~..,,.., c.,~•.,..,~ n.,i., ..., nn..~~.,,~ nr A4.(:rarln Svctemc 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: / / Location: 1137 178th Street Hammond, WI 54015 (NE 1/4 SE 1/4 4 T29N R17W) Hillside Heights Lot 17 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Inspection #2: / /_ Parcel No: 04.29.17.1001 Plan revision Required? 'Yes I No Use other side for additional information. -~ -- Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) Safety and Buildings Division County ` 201 W. Washington Ave., P.O. Box 7162 St. Croix ,~~O~~I~ Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608)2b6-3151 I ~' Sanitary Permit Ap c ~ State Plan I.D. ~~ ber /~ In accord with Comm 83.21, Wis. Adm. Code, pers a information you provide may be used for secondary purposes Privacy Laws (+~j~""""°'~ Project Address (if different than mailing address) ~ h I. Application Information -Please Print 11 Info~n'~t ~ ~ `~ ;~; -, 1137 178th Street Hammond, WI. Property Owner's Name Pazcel # Lot # Block # Herman Zuettel ®CI IJ ~~C! 018-2009-17-000 17 r- Property Owner's Mailing Address Property Location 308 E Magnolia Ave ST. Croix coUr~~rY NG OFFICE SE NE 4 ZONI ,~~ ,fie Section City, State lp a Phone Number , St. Paul, MN 55130 651-776-2354 T 29 N; R ~ ~(circlc one) /~/y! /~/ r II. Type of Building (check all that apply) / ' O f C. ~ p~`~ S~ ~ 3 Subdivision Name CSM Number 01 or 2 Family Dwelling - Number of Bedrooms 1~ A'ir' Public/Commercial-Describe Use ,~,, Hillside Heights ^StateOwned-Describe Use ' -}- ~ e`~ ^City ^Village ~I'ownshipof Hammond III. Type of Permit: (Check only one box on line A. Complete line B if applicable) "~' ^ New S stem y ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Befo E,~x~r-at~io'n' Plumber owner 499248 Issued NOV 13 2006 ----~ IV. T e of POWTS S stem: Check all that a 1 8 Non -Pressurized In-Ground ^ Mound? 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating S Filt r ^ g y ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) Recirculatin S nthetic Media Filter t ~ V. Dis ersallCreatment Area Informa 'on: Design Flow (gpd) Design Soil Appli tion Rate(gpdsf) Dispersal Area Re fired (sf) ersal Area Proposed (sfj System Elevation 450 / .6 750 .~Z, 750 30-5' Bio shells) 89.0 ~ VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank X 1000 Wieser (Combo) X Aerobic Treatment Unit Best Filter Dosing Chamber X 600 Wieser (Combo) X VII. Responsibility Statement- I, the undersigned, assume s nsibility installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumb atu --- PRS Number Business Phone Number Mike Rogers _-- 225094 715-235-1132 Plumber's Address (Street, City, State, Zip od E4457 Hwy 12 Menomonie, WI. 54751 VIII oun /De artment Use Onl pproved Disapprov Sanitary Permit Fee (includes Groundwater Date ssued Issuing nt Signa a Stain Surcharge Fee) ~G ~ Q.~ J ~'-7/d / iven Reason enial IX. Conditions of Approval/Reasons for Disapproval ..11 nn j,,~ i SYSTEM OWNER: 3~ Nfl ~~~" ot- ~Jyf~~P.~- `o ~ t'i`. v`Iwinu' 1. Septic tank, effluent lifter and ~J dispersal cell must all be servtce&/ maintainer as per management plan provided by plumber. 2. All setback raquiremertta must be rrtakttaitled as p1r applCable code 1 otdi~incii~s. Attach complete plans (to the County only) for the system on paper not less than Ei12 x 11 inches in size SBD-6398 (R. 01/03) ~~~r~ ~-f '`Cq _"` ~ ~. ~ o ~'" wr O O Vv - Y e ~~a ~ L, Q. ~' ,^ '` Q i \ o ~, ~~ ~~ ~ ~., w/ C~ ~ a ~ ~ ~s?v~ ~~~ ~~ ~z ~~~ -~ ~ ~~ . i ~ ,,, Safety and 13ui]dinSs t 201 W. Washington Ave., P.O. Box 7162 C. ~y ~~ rsco ' _, ~~~~ _ Department of Commerce h~ladison,l'rr1 5370, - (608) 266-3151 Sanity PennitNumher ry ~to be Ci ed in by Co.} Z i Sanitary Permit Application State Plan LD . u ber m I 1n accord with Gorton 83.2I, Wis. Adm. Code, personal information you provide ' l d f d / ~ ~} ' /V//`1' may ie use or secon ary ur oses Priti~acy Law, s15.04 11 m ~ p p (.l ) Project Ad ess~if different than mailing address) L._ ~ 1. Appiicatlon Information -Please Print All Informatio / ~ Property wner's Name ~ NOV 0 7 2006 Parcels BlockN - Property Otvzrer's N ailing Address - --° --ST. CROIX COUNTY ©~ ~%~ ^ ~` r P op e c o ~ ~- ~ ~ ~0 ' ~ ~ _ / f ~ C ~ ~ ' City, state `f~ Zi Code P T onerltumb-e7r C ' ~ /,, c~(~_'/., Section ~/~ Ii T f B ildi h k - ty ~ ~ . ype o u ng (c ec ali that apply) ~~ e~ ~ ' i i~ i.4 G2 -7J ~tl m• 2 Family Dwelling -Number of Bedrooms ~ Subdivision Name CSM Number _ ^ 1' bli lC i l D i _~~/~' ~ `j~^ • ~ ~ ~~~ u c ommerc a - escr be Use (,{may- !.{/ ~ ~~. /~ ~~ ^ State Owned -Describe Use ~--- - -- City_^Village~I'ownship of j Ili. Type of Permit: (Check only one box nn line A. omplete line B if appiicable) A' i ,F~.\ew S stern t+°~= Y ^ Replacement System ^ ~atmenv`hIolding Tank Repiace~ Only ^ OUrer Modification to Existing System 1 IL• ^ Permit Renewal ^ Permit Revision ^ Chan of ^ Permi ansfer to New List Previous Permit Number attd Date Issued Before Expiration ~ Plumber Owner iV. T e of POWTS S stem: Check all that a Iv iJ -~ c ,' e~ti~+on -Pressurized In-Cn~uuad ^ Pvtound > 24 in. ofsuitahle sail ^ fw1 ~ 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter i ~ Coratructed Wetland ^ Pressurizedh t -tno~ ^ Holding Tank ^ P t Pil ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ ~ , Recirculating Synthetic Media Filter eLd'L aching tuber ^ Dtip I,' ^ G v ess P' ^ O h (explain) ~ V. I?is ersaUTreatment Area Information: ) i Design Flow (gpd) Design Soil Applicaiion Rate(gp Dis pe 1 .Brea Required jsf) Dispersal Area Proposed (sf)~ System Elevation Vi. Tank Info ~ Capacity in Gallons Total Gallons Number of l.lni Manufacturer Prefab Concrete Site Constructed Steel Fiber Plastic Glass ~ New _ Existing Tanks Tanks Septie or Holding Tank ©~ ~~~ ~ ~~ ~lerobio'freatmentUnit d~ -- Dosing Cluamber 0 ~ 6 rb ~ i i~1L .I2esponsibllity Statement- i, the undersigned, assut ~ for insta0ation or the POWTS shown on the attached plans. Plumber's Name (Pri ) Plu r' atu • MPiMPRS Number Business Phone Number ~ ' ~ " ' ~ o S o9 7is a ~S-i/tea ~S Plumber's Address (S t, City, Slate, Zip Codej -' VIII. Coon !De arttnent Use O Approved ^ Disapproved Sanitary Perntit Fenciudes Groundwater Surcharge Fee) ~ tJ'L Date I sued ~ ~ ,fi`ssuing Ag Sign tut (Na p ) ~ ^ Owner Given Reason for Denia] ~ ' ~ ~ ~/~~~ ~ i/ IX. Conditions of ApprovaUlteasons for Disapproval 3 -/ ~~ GT- r W, ~~` '~~ ~~ STEM OWNER: ~ '` ~ - 1 eptic tank, effluent filter and ~~n~,Q/ ~~.~C ~'rL ~ dispersal cell must all be serviced /maintained as ~~ % ~.? as per management plan provided by plumber ~(~ZOW~'1-- ~ . 1 2. All setback requirements must be maintained ~~-G 2,~` ~! l ~~~ ~y~ ~ fJd,.~ ~-' ~ ~~~ _ ~ as per applicable code/ordinances. - mi"l" '"`"""~i J ,Y..... t SBI?-6398 {R. O1/03) N' v/ fN N1` .4 Zt,. ns (to the Counh~ only) rot th stem on a r ess than R inches i slze ~ ~ ,_,,/J~7 ., / f _ . ~ ~ i~ ~ c JlJ /N ter-- G~W r`~t ~rrv ~ ~ °0 Qlz,~ , ~~ ~~. `. 1-?~ ~ _~ ~~ ~~ l ~~ ~~~ -~ ~ ~ ~~ ;~ ~ `~ ,~ ~ ~ ~ ~ ~ ~ ~ r- ~~ ~ o ~~ ~ ~ . `~~l ~ ~ ~~ ~ ~ ~ ~~~ o ~ ~. ~ i w Q a N ! ~ ~~ ~ c ~, ~ '-~ ~ CP ~" ~ ' c ~ y r, ~ ~ ~ ~ ~ ~ a o ~` ~ \, ~ ~ w a ~ ~° ~, \ _ v"S y' ~' ~ ~ ~' q ~ ~~ 12 n' ~ ~ ~. ~ ~ ~ ~ .~ o °d ~ ti ~~ ~ N ~ 4~ ~~' ~ ~ ,. i~~~~ 1110612006 10:30 6517791821 MAPLEWOOD 0617 PAGE 05105 r r ~~ il! ' y ~-a. 8117Ct{~ s.~. ~1.8~ ~lAc. 1 ~ ~ 1 ~ ~ I 1 1 II I~, ~' } jV.~. 1.8 f! Ac. ~ ' ~ ~~~ f 1 1 I I I ~ ~ 4 ,+ ~ lti 7~~~~ ~ ~~ I i ~ r i ~~ ~~,o ~ ~ ~ ~~ II { ! EENCHMARK t ~ ''~ i~ '~i ~1 ,~ i~ ,~~ ~~ {~ POE RAILROAD SPIKE o. ~ ~ 1714176 ~, F. ~.®. ,~14~ ~_~-. i `~' 1 I! ! LE VA Ti ON - 1116.9 2 i i ~~ ~ ~ ~- ~ ~ } ~ ~ r ~ D f I! { Il ECTiON 4 y } i 1 11 ~ 11 I , ~ ~ ~ • ~~ ~~ ~ 1I~ ~{ Ilal 180 1~ S`F ~~~~`~ ~ ! l ~ `{ Il ~ t f ~',1 ! 11. ~.5 ~fi~ ~ ~ ~ ~,} III 1 I\I ~ 1 -~' ~ e. ss~s~a s.r~. ~ ~~ I ~ 1 11 ~ 1 ll ~ N, ~ 1.61 ~Qc. ~ ~ 1 11 ~ ! 1 ~ ~` ~ ~4 y~1 ~{ } I ~ { I!1 I ~ ~ }. ~ ~ lull, 1If I I ~ ` , } ~ Illl II111 ~ - I! ~ 'ry I ~ f~loo.o lull j? j jll l ~~ r ~' 1 / !~lf~f ~ I~FI ~ ~ ! ~ Ill l ill '~ 1 ! l 1 ! ( r ~ I ,l + I1 1 ~ ~``~ ' ~ ~ 1 ~,rfllll 111f `l, ~ ' 72~1~~~.F. ~ ~ rj,fr I Ilf 11l/ ~. ,! r ~ N.B. s$ass~s!F. ~ 1r !I 1 ~ ~ ~ ~ { !I L.J ~, ~ /f ~ ~N`~8. 1.57 Ac. l ~ ! I! w i I ~± { 1 ~! ~7 r ~` ~ ~ ', ~ r ~ oop~ I ~ ~ I o _- r ~ !~- .~ _ .~ - r r '~ ~r i / / ~Y ~~ rte- ~ ~ I ~~ ~ ~~ r ~ ~'97'~73 S. Fem. ~ '' ~ ' ~/ 1 I ~. ~. ~ ~ ~ ~:1"I' Ac x r '~ 11 I _~- ~..- ! r~ - ~ l y r r ' I y, r ~N.B. 91873.,5.1`: ~ ~ _... - ~ .~ . -~~ - ~~N.B. ? i1J~Ac. ~ ~ I f _ r~ f 900 5. ~~~ ~, ~'~~ _rr-'t~ `~ d ~' r, n ~y: cr~~~ uNTy PLANNMG & ZONING _~ ---- ~~ FAX ~,, DATE: ~ ~ D ~ ~- Code Administration TO: 715-386-4680 ~- FAX NUMBER: ~' 71.~~ 2 3 ~ ~ ©d ~O 7 Land Information ~ Planning .'~ FROM: ~//~'~ 715-386-4674 FAX NUMBER - /- 7~5~ - ~~ ~~~ ~~ Real A~bperty .~/ 71~~38G-x677 PHONE NUMBER: ~~f ~' ,~ ~~ ~~ ~Z~ ~~~`~ R ~ ycling :~5-386-4675 Number of pages including cover shee#: __ ~~ J 4 /~ 1d/~~J~// C. ,~~~ ~ ~ ~ ~~;. y~ s ~~,~ ~~ ~~;~ _ - s~'~~ ~ _~ ~~ ~~~ ~~~ ~ ~ .. ca~,~ ~( ~'4.~ / ~ , ', ~~ w ~~~~ ~~~ v s~ ~~~ , ~° ST. CHOIX COGlNf2' GOVERNMENT CENTER' 1 1 O 1 CARMIC/-IAEL ROAD, HUDSON, Wl 54016 715-386-4686 FAx PZCLQ,S/i iV .~ROX.WI.[JS ~ WWW.C:O.SAIr;T-::RC7(X.VJLUS _ ~ . ~~ Foa~r ~` 7ct ~ ~~ ~ T~t1~... ~n~H W E ATIi i<R PROJ>` t1JCK~NG GOVER .TL-~cT~oN LvA.~'iu,N ~~ ,t f1BE~C , Bc~c czt~~crt ~~aco•,~icT---~ ' IZ -----~ ~1v ~40~ ~' ~ •~ >rr`ro ~k of sY ~ a e~EO ~= `~`_ Sc.1~ ~ MAKUO~ ~ ~ v~~j ~. 5' ~~..t r - n . ---~.~---_-- f--~---~ i ~ r ,y tiW R.o+~tD A k~ ~ t5K>:T ~.rrS ~~ Ei~FFLir J ; sal, ~Fo ls. lat-f. ~ ~At `}s.~ \ 13" owTo ( (~ 7w+ E LT l O t~.fi ~ w f ~ .,\o w.~L ~ - ~ t}~ 2 , ON C ~ ) I ~ ~ZLXD. ~ i GRAU-a0 ~~ Q ~, t 2 ~ q .q ~ ~ „ PcxlP I BcoCK i SEPTIC i --pEGIF1~GATl JA.1S j GO 5 C ._.. i ~ ^ fiA~~rtS ! Zri. TnuKS MAUUFAC7UR>`R: ~ , ~~~ /- I~1LlMi,ER OF OOSfS: i PER 0~~ TA-JK SIZC: c.l' Sd G~,~LO-JS aOSC VOLUME AI.AR!'1 t1f~1,-UFACTURT.R: S~` ~,a~-~~o IUCI.UOIAJG bAGK(LOW: "A~~O~S nooc~ uuMD[R: . / ° t Nom' ,~/ UPAClTlES: A=-sL..Li,iCHtS OR ~ ;,~,~~p,,~ SWtTGH TyP[: wa"'"'"''y "fib ~e t~cU.. B ° '°~ ~WCNES OR C.~:.tOLS PUMP MAAJUFAGTURCR: _ C ~~~iuCNES OR ~^ G~~_~~'S r^,OOEI. -JUMDCR: S ~ __ - Gi. L9 5 W I '( ~ o.~. a.wv ~ ~. ~ I Ni; N E S O R ._.1~ / ~ - ;~ ~.. '. ~ ~.; CH TYPE; -JOTE: PUtiP AUD At_ARt~ o,RC TO OE r1t-,11MUh1 olSCNARCrC R C GPh{ iNSTAtLEO 01.J SEPnR~TE CiRC.: "5 vks _. 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"' ~ _ ~ ~ ~ ~ ~ I t l l l l l l i t l t t~ co ~ $ m m n ° ~ K N I I I I I I 1 ~ I N m ~ N ~ I t t l l l l l t l l l l m o - 1 ~ ~ ~ ~ ~~ C ~~ N < ~ ~ ~ O l l l l l l t l l l l t l o f 0 N J ~ pMp ~ .~j 1 I I I I I I I 1 ~ ~ N ~ ~ ~ o Q (7 N N ~ I 1 i 1 1 ; 1 1 1 1 1 I I ° .- ~ - W a Q ' S Q ~ U d LLS ~- •-t M p i} ~ f f D 1 p ~ ~ T N N Ne ~ C 7 D t'7 R N V t N o O+ l('1 ( M O t M 0 ~ M= mao '~ c~i7 W W Z U O J ~ W ~ N t J C 7 m ~ 0 o m~ ~~ d ~ `N ~ ~ ~ N N ~ V ~ ( 00 ~ O OD ~ O O N f h N a D OW~ o ~ j p n a lLLi g . awM ~ ~ ~ r CV d v~v°fi ~i ~ ~ n in M r ~ c+I M !T O ~ m~ < ~ fre ~~ d t0~ O O °v~ y ~ W .V- ~ ~ .N- ~ 1333 O 0~1 ~ a~0 °~ r ~ tip tD ~ ~ < O M ~ N N ~ r ~ ~ 2 o 5~1313W .. _. ... .... ~+ _ _. _. _. _ry _. _ _ - - m cc a N o n o r~ p~ O N N f-~ ~$ Ot~3H ~IWVNAO 1V101 Chamber SAS SYSTEM ELEVATION AND SIZING CALCULATIONS Below Grade Soil Absorption Systems 1 ~~Owner's Name n Y or N Highly Pretreated Effluent 3 ft Suitable Soil Below System , 12 in Chamber/Unit Height2 8 ft Maximum Bury Depth s 450 gpd Estimated Daily Peak Flow 0.60 gpd/ft11n-situ Wastewater Infiltration Rate 89.00 J Ift Proposed SAS Elevation 11/6/2006 Review Date Ezflow EZ1203HP & EZ102H ~ 750.00 ft1 Chamber/Unit Area 50.00 EISA ft2 /Unit 15 # of Chambers/Units r 26.50 Bottom Area ft` /Unit 15'oil Surface Acceptable Finished Grade EL a (ft) Boring Grade Limitation SAS Elevation (ft) System Minimum Maximum Number Elevation (ft) Depth (in) Lowest Highest Elevation? 91.00 98.00 1 93.40 120 86.40 92.40 Yes 2 93.40 120 86.40 92.40 Yes 3 97.30 120 90.30 96.30 No 1. Depth of suitable soil required below the infiltrative surface for treatment. 2. Total height of chamber in inches. 3. Maximum bury depth as per manufacturer's recommendations. 4. Based on chosen system elevation, and chamber height. Top of chamber is equivalent to top of aggregate. The addition of fill for cover or the reduction of finished grade may be required to meet minimum or maximum code standards. rsion 4.0 (04/03) ~ - .. _ 1562 q SOIL EVALUATION REPORT page t of 3 Wisconsin Department of Commerce rlivicinn of Safaty and Ruildinns ,.,..,~,...,,,....:•r, n.,..,.., ua ~nr~ nrin, rnria Steel's Soil Service, Inc. - ~ -- - - County Attach complete site plan on paper no less than$;sx 11,inct>as in s¢e. Plan must St. Croix include, but not limited to: vertical and refer'ehce po>fint(BM),.directiortavd percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. ~~ ~~ '~~~ _ ~ ~ ~j Please print all information. evie d Dat Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). / Property Owner Property Locatio Cutting Edge Four, LLC Govt. Lot n/a NE 1/4 SE 1/4 g 4 T 29 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# E976 170 TH Street 17 n/a Hillside Heights City State Zip Code Phone Number J City J Village t~ Town Nearest Road Hammond ~ WI ~ 54015 715-796-2793 Hammond Cty Rd T /_j New Construction Use: ~ Residential / Number of bedrooms 4 Code derived design flow rate buu vrv _} Replacement Public or commercial - Describe:n/a Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable n/a General comments and recommendations: Conventional system, system elevatio 88.90 ft. renches spaced and depth to code 4.50 ft below grade. Boring # Boring ~J/ Pit Ground Surface elev. 93.40 ft . Depth to limiting factor 120 in. Soil Application Rate ti R D i d xture T Structure Consistence Boundary Roots P DIft` Horizon Depth in. Dominant Color Munsell on ox escr p e Qu. Sz. Cont. Color e Gr. Sz. Sh. *Eff#1 Eff#2 1 0-12 10yr3/1 none I 2msbk mfr cs 1f .6 .8 2 12-22 10yr4/4 no scl 2m mfr cs na .4 .6 3 22-1 10yr6/4 none is osg ml na na .7 1.6 ~ ~ ~ ~~ t~ Boring # Boring Pit Ground Surface elev. 93.40 ft. Depth to limiting factor 120 in. Soil Application Rate ti D i re t T Structure Consistence Boundary Roots P D/ft~ Horizon Depth in. Dominant Color Munsell on Redox escr p Qu. Sz. Cont. Color ex u Gr. Sz. Sh. *Eff#1 Eff#2 1 0-10 10yr3/1 none I 2msbk mfr cs 1f .6 .8 2 10-19 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 19-45 10yr4/4 none scl/sl 2msbk mfr gw na .4 - .6 4 45-120 10yr6/4 none sl/Is 2msbk mfr na na .6 1.0 0 ~ ~~~ ~ * Effluent #1 = BODS> 30 <_ 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 3U mgrs CST Name (Please Print) ignature: CST Number - -' ~ 248956 David J. Steel Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 9/13/2004 715-684-5680 3of3 STEEL'S SOIL SERVICE INC. David J. Steel Cutting Edge Four, LLC 994 200' St. CST-POWTSM NE1/4,SE1/4,S4,T29N,R17W Baldwin, Wl 54002 Lic. #248956 Town of Hammond, St. Croix Co. Bus.(715) 684-5680 Hillside Heights, Loy 17 Fax.(715) 684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend 1" = 40' • =Benchmark Ele. 100.60 ft Top of 3/4" pvc pipe • =Alt Benchmark Ele. 99.05 ft Top of 3/4" pvc pipe ~ ^ / r ~ =Borings Boring Elevations ~j~ B1=93.40ft ~ ' 2 ~ B2 = 93.40 ft B3 = 97.30 ft // ~~ ~ l I ,~ ~D i~f'~'' D I~ ~^ B4 = 0.00 ft G`4. ~ c 5~2°Fr ~~~~ ~L,~` ~~- `'~ ~~ r _ ~-/3-~ ~ ~o~{' '` ~, ~~,os /bl~~ to ~ ~'~~ ~.13z' j6~6 ~ ~~~ ~~~ ~3z ,~s •,... ~ . _ ' ' 1.86 Ac. ! l ~ i I • 1 ~.8. 811701 S.F. of ! ! f li f w.e. 1.asl Ac. o ! ~ I ! ~ ~ 1 ~ V~ E I 11 1 i ~~~~ ~ /, i t l i ~'~~ 1 ~ -~~~~ / ~ / ~ i '- ~ BENCHMARK ~ ~~ ~ 8 i rr r/ ,~ ,~I / i 11~ P OF RAILROAD SPIKE 1 1714176 ~.F. (N•8. 7147 ~S.F. i N ~ ,, I~ i LEVATION = 1116.92 o~ \ / -~ o~ ~ ~\ 1 111.4 /~~c. /! iii A€~` `~ . rr ~ ~ 4 COR N ER ~ s \ I~~~ ~ Iii TION 4 ~ \\ I l r /~ p l i Iii EC 11 - i r \\ ~ /II III ~\ \~ \ ~-1 ! 3 ~6 ~ i 1 - --1 I \ \I\I~ 1i~1,.90~\ i~ I11 ,1 ~ \N I ~ ~ ~ ~ i - 1 ~I 1 1 0 1 A80~~51~ S• F~ ~~ ~ J,~ A i i I I I ° \ 1.8..5 ~c` ~ ~ ~ a~i1 i i ~ - i I\I f ~ 1 ~ ~ N.B. 69~J~0 S.F~. ~ ~\ ~ ~1' it 1 x f II - \ N~ 1.61`~c. ~ ~ ` Ili f~~I I ~ 1 \ \ ~ ~ iilii Ill I o 1 \ , ~ II li --- If J ry I = I11oo.o i l l l l i 11111 II i N ' ~ ! ! ~ r flll~l II`I / / / / ~ ' I I"- l i 111 0 I 1 i ~ ~ 7231 ~~ S.F. ! l ~~/~r I!I ~ I - Il ~- / ! ~ ~ ~~ / /~/ ~~ ,1:~6 Ac.// /~ it ! !! ! ~ ~ ~ ~ l~ / _ ,,rr I l / ~ N.B. 68465/S.F. / ~ ~ ~~ ~ ~ ~ I I! ~ '//// /~ BNB. 1.57 Acj/ ~ ' ! ~7 if~l I II~ ~ ~ ~ ~ ~~ ` - , / l 1 ~~~~T7 ~ i ~ 1 ~ I vU / ~ = f I p ~\ L X'100. cv ~ ~ f ( I, , " ~ ~ -9"T~73 S. Fem. - ~ ! ! I I - I '- __- ~ , p .. ~ N.B. 2.11_ ~ I ( f - ~_ - --.~ ~ ~ __- -- I ( i if 9014-0 S.F~..- ~~ ___-_-. I J I I I ST CROIX COUNTY SEP'T'IC TANK MAIt~TENANC:E AGREEI'vI~NT AND OWlv'ERS1-iIP CERTIFICATION FORM OwnerBuyer ~, ll'~il_ l._I~ j.~(y ~~ ,~ / ~~ ~"`"°' / ~ ~---~ ~ O Mailing Address 3 ~ ~~ /~ /w Property Address ~/ ~ ~ / ~ °~~ x r -------- (VeraFrcation required from Planxring Department far new construction) City/State ~ irn. YY» rC~ ~ Parcel Identification Number Q 1_ ~__" e~ ~,,lC.~ -- f ~r s!.?C.aC.~ LJEGAI, DE~~PTION /•~ ~BDi) Property i"ocaiion ~~ `0., '~ E- '`, Sec. ~ . T o1~ N-R__~,_,_W, Town of ~t~t'v+~"~a,~ SubdiYi540t1 TTl ~ + '~ 1 ~ t" .Lot # Certified Survey Map # ~ _, Volume ~. l C~ ,Page # ~..._• Warranty Deed # __ ~ 1 1~ , VolurnC ,~Z~~ .Page # C Spec hawse la yes ~ no I.ot lines idetitiFable yes C~ no S`~STE.M ~A.II~T"l'ElYANCE Improper use and m~aiatenaace ofyour septic system could result in its premature failure to beadle wastes. I'roperce consists of pwaxping out the septic taark every duce years or sooner, if needed by a lacuued pumper.. What you put into tlta sy caa affect tlxe function of the septic tank as a Lreatrnent wage in the waste disposal system. Y'Itc property owner agrees to submit to St. Ccoix Zoaiug Department a certification form, signed by tLe owner and by a master pi•,_mber, journeyman plumber, restricted plumber or a Incensed purxlpr_ verifying that (1) tEte oo-site wastewaterdisposal tysta~t is is proper operating condition and/or (2) aRer uaspeetion and pumping (if necessary), the septic tank is less tttau 1/3 fall sif.~::~,e. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the sotadards set forth, herein, as set by the Department of Commerce and the Aeparmacnt of Natural Resources, State of Wisconsin. G`ettiScstiau stating that your septic system has been maintained must be ctirnpleted and returned to the St. Croix County Zoning Office within 30 days of a three year expirstiotr tint ~ _ ~~ ~ a SI ATiiSKE OF APP CAtdT _ DATE f,,,ZWNER CERTIFICATION I (we) veatity' that all statements on ibis foam nre true to the best of my (our) knowledge. I (we) aaa dare) the owaas(s) of the pr rty desca'bed above, by v" of a warranty deed recoreled ire Register of Deeds Office. ....-- ~t i~ ~ S ~dATURE OF APP CATJT ~ DATE "°:°' Y Any iafonnatton that is mis-represented may result irr the sasitary~ permit being revoked by the Zoning Department. ~aeas' `"` Include with this application: a stamped warranty deed from the Register of Deeds office , a copy of the certified survey map if sefererace is made in the warranty decd , `-~"~- POWTS OWNER'S MANUAL lY1ANAGEMENT PLAN P'1;3C,E INFORMATION Permit # 1DESIGN PARAMETERS Nunxber of Bedrooms 100gpd/bedroom ^ NA Number of Commercial Units NA Estimated flow (average)* p() gaUday Design flow, (peak}, estimated x 1.5* p gaUday Soil Application Rate gaUday InfluentlEffluent Quality (NA^) Monthly Average*+ Fats. OiI 8c Grease (FOG) < 30 mglL # Biochemical Oxygen Demand tBODs) llj ~'otal Suspended Solids {TSS} ~ 220 mg/L rl'retreated Effluent Quality D 250 mg/L Monthly Average*** Biochemical Oxygen Demand (BODs} ~ 30 mg/L, Total Suspended Solids (TSS) a Fec«I Colifonn {geometric mean) 5 30 mg/L <_I O+cfu/I OOmI MaxnnuIIl Effluent ParttCle Size 1/$ mCh diameter rvaa~cwatcrrlvW Yer1IlCaupn On anCt CalClllatlan5: (Other than bedroom based) and septic tank effluent. ***Values typical for pretreated wastewater. nRCTf`_N C`UTT~DTA ® "Wisconsin At-grade Sail Absorption System, Siting, Design & Construction Manual" (Converse et.a1.1990} ® "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ~ "Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 D "Design of Conventional Sail Absorption Trenches and Beds". R.7. Otis - ASAE Publications 5-77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems". EPA b25/I-80-012 October I980 C3 SBD -10570--P (8.6199) "At-Grade Component Manual Using Pressure Distribution" .Elul SBD -10567.-P (R.G/99) "ln Ground Absorption Component Manual" ^SBD - I070S-P (Id.01/O1) "Tn Ground Soil Absorption Component Manual" Version 2.0 ^ SBD -10628--P {N.6/99) "Recirculating Sand Filter System Component Manual" D SBD -10656-P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ^ SBL1 = 10572-P fl::s/99) "1vlaund Component Ivlanual" ^SBD - 10691-P {N.01/O1} "Mound Component Manual" Version 2.0 ^ SBD - 20595-P (8.6!99) "Single Pass Sand Filter Component Manual" C~ SBD - 20657 P (8.6/99) "Drip-line Effluent Disposal Component Manual" ^ SBD - 1OS73 P {R 6/99) "Pressure Distribution Component Manual" ^ SBD - 10706-P (N.Ol/Ol) "Pressure Distribution Component Manual" Version 2.0 ^ Drip-line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units zrlxuv'1'tvl~tAtvcE tV1oNiTnRINf. ~r~uFnrrr.~ Servlee Event Service Frequency Inspect condition of tank(s) Pump out contents of tank(s) At Ieast once every When combined sludge an p months Q~year(s) (Maximum 3 yrs.) scum equals one-third (]/3) of tank volume Inspect dispersal cell{s} Clean efflu nt filter At least once every ^ months ,year(s) (Maximum 3 yrs.} e Inspect pum ,pump controls & alarm At least once every At least once every ^ months p months t~.year(s) year(s) ^ NA Flush laterals and pressure test At least once every ^ months , ^ year(s} ^ NA Valves Other: At least once every p months ^ year(s) p NA At least once every ^ months ^ year(s} ^ NA rage of CVCTL`M CbL+~"+7'fTTh a m.r~w... g'I`AItT UT' Fos new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell{s}. If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System startup shall not occur when soil conditions are frozen at the infiltrative surface. O~ExATxoly 'T'he property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance cad longevity of your POWTS. The installation ofwater-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water ieatment devices and foundation drains should be discharged to the ground surface whenever passible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system.. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiorics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. I4~aintain a regular steady flow by spreading laur~dxy washing throughout the week. Avoid vehicle traffic over all system components. Carnpactian of snow over the dispersal unit may cause it to freeze up. ^ Valves Valves shall be operated in the following manner: &~'~larms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWT5, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent hack-up of sewage into the dwelling or surfacing. INPECTIOi~TS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator {per the attached Maintenance Schedule). sQ,Septic Tanks Component Tank inspections must include a visual inspection of the tank to identify any missing or broken hardwaze, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or ponding of effluent to the ground surface. Access .openings used for service or assessment shall be sealed andlor locked upon completion of service, Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any ±ank exceeds one-third (1/3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NRI 13, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufachuer's sp~ifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. @ftPump Chamber/Treatment Tanks Component The inspection must include a test of ail electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. ~In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Pending at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page of iviound, At-Grade, In-Ground'l~ressure The inspection shall include retarding the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority, Pending greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed a# least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shalt be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails andlor is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - Afterpunrping, all tanks and pits shall be a;scavated and removed or their covers removed and the void space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN i'f the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ~ A suitable replacement area has been evaluated and maybe utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot Imes and wells. Failure to protect the replacement area will result in the need for a new sail from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ~! A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. C! The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank maybe installed as a last resort tv replace the failed POWTS. D Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <~WARi~IING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN DO NOT ENTER A SEPTIC, PUMP' OR OTHER TREATMENT TANK UNDER ANY Cll2CUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THF, IlVTERIOR OF A TANK MAY 13E DIIl`FICULT OR IMPOSSIBLE. ADDfit`IONAL COMMENTS PO'WTS STAL ~ POWTS MAINTAINER Name d .S' c7i~i,~~ Name o Phone ? I,s o7:.~S- ~ f',T~ Phone -7/ S- / /,~ SEPTAGE SERVICING OPERATOR (Pumper) LOCAL REGULATORY AUTHORITY Name Agency ,s'T ,~ u C Phone Phone (o K:\WPDATAIEH\POWTS OWNER'S MANUAL.doc Page of Parcel #: ~~ $-2UU9-~ 7-~0~ 11/13/2006 11:23 AM PAGE 1 OF 1 Alt. Parcel #: 04.29.17.1001 018 -TOWN OF HAMMOND Current i X', ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 09/28/2004 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -ZUETTEL, HERMAN JR & BETTY HERMAN JR & BETTY ZUETTEL 308 E MAGNOLIA 4 ST PAUL MN 55101 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description * 1137 178TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 1.850 Plat: 10/31-HILLSIDE HEIGHTS 018/04 LOTS 1/66 SEC 04 T29N R17W PT NE SE BEING HILLSIDE HEIGHTS '04 LOT 17 1 850A Block/Condo Bldg: LOT 17 ( ) . ( C) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 04-29N-17W NE SE Notes: Parcel History: Date Doc # Vol/Page Type 12/29/2004 783713 2723/134 OC 12/29/2004 783712 2723/133 WD 02/28/2004 775409 10/31 PLAT 9f1(iR CI IMMARY Bill #: Fair Market Value: Assessed with: Valuations: Last Changed: 08/25/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.850 25,100 0 25,100 NO Totals for 2006: General Property 1.850 25,100 0 25,100 Woodland 0.000 0 0 Totals for 2005: General Property 1.850 25,100 0 25,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 U. 2723 P 13'i STATE BAR OF WISCONSIN FORM 3 - 1998 QUlT CLAIM DEED Document Number n This Deed, made between Herman Zuettel. JR~married ,Grantor, and Herman Zuettel JR and Betty Zuettel Husband and wife ,Grantee. Grantor, quit claims to Grantee the following described real estate in St. Croix County State of Wisconsin: 7+837 1 3 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 12/29/2009 10:30AM OUIT CLAIM DEED EXERT ti IlM REC FEE: 11.00 'TRANS FEE: COPY FEE: CC FEE: PAGES: 1 e n Zuettel JR X 'side HeigLt~URN _ H ond.gu~@t5j'It)e 7550 France Ave. S. First Floor Edina, MN 55435 ATTN: Pose C'I<~.ing Central 018 1008 20 000: 018 1008 50 000 Parcel Identification Numher (PIN) This is not homestead property. (is) (is not) Lots 10, 17, 8, 19, 35 and 36, Hillside Heights, Town of Hammond, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests Dated this 22nd day of December, 2004. H rman Zuettel Jr AUTHENTICATION Signature(s) (SEAL) (SEAL) (SEAL) (SEAL) ACKNOWLEDGMENT authenticated thisW F= N 6~y d$ VJ AT -' ; nl n , NOT/'-, !3Y F'ULLIC; TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats) THIS INSTRUMENT WAS DRAFTED BY Coldwefi Banker Burnet 1301 Coulee Road Hudson, WI54016 4-55503 (Signatures may be authenticated or acknowledged. Both are not necessary.) ' Names of persons sianinp in St. ix County State of Wfaeonsin, ) ss. Personally came before me this 22nd day of December, 2004 the above named H rrr- n ltel R marri to me known to be the person, who executed the foregoing instrument and a Howled the same. ~P r1GlU ~Jw0..~Z ~ ~'Y.~- Notary Public, State of Wisconsin My commission is permanent. (If not, state expiration date: ~` STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 3 - 1998 Milwaukee, Wis. „~ b ,, \..- i i i i i 1 ~, ~ ~ 8 \~' 71476 S.F. ~~ ~ ~ ~~ ~ '~ \ ~~ 1..64 Ac. F. -.~ \ J \ ~,\ \ ~ _ ~ 312 '~ E \ \ "'cs ~ ~ ~7 9 5p' 39 cJ ~ \\ ~- \ ~ \N B.M. ELEVATION = 1114.70 ~ ~ ~_ ~ 98 Ac. \ ~ ~ ~ ~ 1'7 ~,~ ~ 1 1 80519 S F ~I ~. N' N I r--J ;~,~ 1~ ~ 1.85 Ac. • •~I" ~ ~I i ~ 1. _ In ~I ,--' / ~ g 2,~, I I co I ~ I . ~ ~ 2 I • r- ,06 p8 ~ I ~ ~~ ~ ~ j ~ 100 , ~ 12 II ' I ~ ~ I- CSg ~6 O I N ~ ~ I ~~ I ~ 100 I '~ / 1 I i ~ it ~~ I i N~~ 0° ,- ~I ~ I / ~ /724~,~, JI 1 ~ I , 31 °~ ~ I / ~ ~ I ~~ '" 28, 6 boo o, ~~ ~ ~ ~ ~ I ,' , ' I - - - ~ ~ ~ ~ti ~ ~~ i ~~ ~ ~ \ \`3~~ ,, 72 313 I S. F. _ I ' ~` ~ ~ ,~ \ \ \ I \ 15 ~ I i \ \ ~, 91873 S. F. I ~ \ I I ~ Z \ ~ ~6A 2.11 Ac. ~ \ \ ~A I ~ \ `J~ \ ~~~'' I ~ ~ ~ \ \ ~ 14 \ \~s9 \ \cS`; 90140 S. F. \ \>> I N I \~ 2.07 Ac. \ \~~ \ ~~ \ \ ~ ~ \ \c9 B.M. ELEVATION = 1119.11 \ ~1 I 13 65425 S. F. \ \ J ~ I 55' ~, ~ ~. ~ , N 0 i 55' ~ I 1/4 CORNER SECTION 4 -N 88°23'06"W 15.00' j it _ ~ ~~ p6 ~ ~I OI ~I 5 0' ~I ~' ~ a ~ ~I ~ ~~ x ~f N ~~ ~ ~I N ~ ~ ~I N HI W ~~ O ~I O 0 O O 6 0' ,