|
<br />HANZAL '8 ADDITION
<br />
<br />STORMWATER POLLUTION PREVENTION PLAN
<br />City of CenterviIJe, Minnesota
<br />
<br />GENERAL EROSION AND SEDIMENT CONTROL
<br />
<br />INSPECTIONS AND MAINTENANCE
<br />
<br />I The Permiltee(s) (either the owner or operator) must routinely Inspect the
<br />construction site once every seven (7) days during active construction and within
<br />24 hours after 0 rainfall event greater than 0_5 inchE'S in 24 hours.
<br />2 All inspections and mainlenance conducted during cOl'1s\ruction must be recorded in
<br />writing and these records must be retained with the SWPPP in accordance with
<br />RECORD DETENTION, Records of each inspection and mOlntenance activity sholl
<br />include: shOll include
<br />o Dote and lime inspections:
<br />b Name of person(s) conducUng inspections;
<br />c Findings of inspectl-ons, including recommendoUons for correcUve actions;
<br />d CorrecUve ocUons token (including doles. times, ond party completing
<br />maintenance aCUvities);
<br />e Dote and amount of rain foil events greater than 1/2 inch (0.5 inChes)
<br />in 24 hours; ond
<br />f. Documentotion of changes mode to the $WPPP.
<br />
<br />3 Where ports of (he construction site halfe undergone linal stabilization, Qut work
<br />remains on other ports of the Site, inspections of the stabilized areas may be
<br />reduced to once per month. Where work has been suspended due to frozen ground
<br />conditions. the required inspections and maintenance must toke place os soon os
<br />runoff occurs at the site or prior lo resuming construction, whichever comes first
<br />
<br />4 All erosion prevention and sedimenl control BMPs must be inspecled to ensure
<br />integrity and effectiveness. All nonfunctional BMPs must be repaired, repfaced. or
<br />supplemented with functional 8MPs. The Permitee(s) must investigale ond compl)'
<br />with the following inspection and maintenance requirements:
<br />
<br />a All sill fences must be repaired, replaced. or supplemented when the)' become
<br />nonfunctional (develop lears, detach from posts, post become dislodged from
<br />ground, etc.) or the sediment reoches 1/3 of the height of Ihe fence. These
<br />repairs must be mode within 24 hours of discovery, or os soon as the field
<br />conditions allow access
<br />
<br />b Temporary and permanent sedimentation ponds musl be drained and (he sediment
<br />removed when the depth of the Sediment collected in the basin reaches 1/2 the
<br />storage volume. Drainage and removal musl be completed within 72 hours 01
<br />discovery or O'S soon os field candilians allow access
<br />c. Surface waters, including drainage ditches and conveyance systems. must be
<br />inspecled for evidence of sedimenl being deposiled by erosion_ The Permitee(s)
<br />must remove 011 deltas and sediment deposited in surface waters. including
<br />drainagli! ways. catch basins. and olher drainage systems, and restobilize the areas
<br />where sediment removal reswlls in exposed soil. The removal and stabilization must
<br />lake place within selfen (7) days of discovery unless precluded by legol. regulalory,
<br />or physical access con'Straints_ The Permitee sholl use all reasonable effods to
<br />obtain access. If precluded. removal and slobilizotion must toke place within seven
<br />(7) calendar days of oblaining access The Permitee is responsible fQr contacting
<br />011 local. regional state and federal authorities and receiving any applicable permits.
<br />prior to conducting any worw:
<br />
<br />d Construction site vehicle exit locations must be inspected for evidence off-site
<br />sediment tracking onto paved surfaces. Tracked sediment must be removed from
<br />011 off-sile paved surfaces. Within 24 hours of discovery. or if applicable. within 0
<br />shorter lime
<br />
<br />e The Permitlee(s) ore responsible for the operation and mainlenonce of temporor)'
<br />ond permanent water qualit)' management BMPs, os well os 011 erosion prevention
<br />ond sediment control BMPs. for the duralion of (he construction work at the site
<br />The Permittee(s) ore responsible unlil another Permitee haS assumed control over
<br />areas of (he site that hove no( been finally stabilized or the site has undergone
<br />final stabilization. and a Notice of Termination has been submitted to the MPCA
<br />(see TERMINATION OF COVERAGE).
<br />
<br />f. If sediment escapes the construction site. off-slle accumulations must be remo"ed
<br />in a manner and al a frequency sufficienl to minimize aff-sile impacts (e_g.,
<br />fugitive sedimenl in streets could be waShed into slorm sewers by the next rain
<br />and/or pose 0 safety hazard to users of public streets;)
<br />
<br />5 All infiltration areas must be inspecled to ensure thot no sediment from ongoing
<br />cons.lruclion acti"ilies is reaching the infiltralion area and these areas ore
<br />protected tram compaction due to construclion equipment drilfing across the
<br />infiltration area
<br />
<br />POllUTION PREV[NTlON MANAGEMENT MEASURES
<br />
<br />The Permilee(s) sholl implement the following pollution prevention management
<br />measures on the site'
<br />
<br />1 Solid Wosle: Collected sediment. asphalt and concrete millings, Iloa\ing debris,
<br />paper. plastic. fobric. constructIOn and demolition debris and other wastes must be
<br />disposed of properly and must comply with MPCA disposal requirements
<br />
<br />2 Hozordous Materials: Oil, gasolinE!. paint and any hazardous subs lances must be
<br />properly stored, including secondary containment, to prevent s;pills. leaks or other
<br />discharge Restricted access to storage areas must be provided to prevent
<br />vandalism. Storage and disposal of hazardous waste must be in compliance with
<br />MPCA regt'latians
<br />
<br />J External washing of trucks and other construction vehicle must be limiled to a
<br />defined area of the site. Runoff must be conloined and wasle properly disposed
<br />of No engine degreasing is allowed on s;ite
<br />
<br />D[WA TERINC AND BASIN DRAINING
<br />
<br />1 Dewatering or basin draining (e'9_. pumped discharges. trenCh/ditch cuts for
<br />drainage) related to the construclion activity that moy have turbid or sediment
<br />laden discharge woter must be discharged to 0 temporary or permanent
<br />sed_mentation basin on the projecl sile whenever possible_ If the waler cannot be
<br />discharged to 0 sedimenlotion basin prior to entering the surface .....oter. it must
<br />(reated with the appropriate BMP, such that the diSCharge does not adversely
<br />affect the receiving water or downstream landowners. The Permittee(s) must
<br />ensure that discharge points ore adequately prolected from erosion and scour
<br />The discharge must be dispersed over no/ural rock riprop. sand bogs, plos;tic
<br />sheeting or other accepted energy dissipation measures. Adequate sedimentation
<br />control meosures ore required for discharge water that contoins suspended solid'S
<br />2. All water from dewatering or bosin droining o(::!i"ities must be discharged in 0
<br />manner that does not couse nuisance conditions. erosion in receiving channels or
<br />on downslope properties. or inundation in wetlands causing significant adverse
<br />impact to the wetland
<br />
<br />AMENDMENTS TO Swppp
<br />
<br />The Permitlee(s) must amend the S'NPPP os necessary 10 include additional
<br />requirements, such as additional or modified BMPs. designed to correct problems
<br />identified or address situa!ions whenever
<br />
<br />1 There is 0 change in design, conslruction, operotion, maintenance, weather or
<br />season conditions Iha! has 0 significanl effect on the discharge of pollutants 10
<br />surface waters or underground waters;
<br />
<br />2 Inspections or investigations by site operators. local, state or federal officials
<br />indicate the SWPPP is not effective in eliminating or signifl-canUy minimizing the
<br />discharge of pollutants to surface waters or underground waters or thot the
<br />discharges ore causing water quality standard exceedances, or
<br />
<br />J The SWDPP is not achieving the general objectives of controlling pollutants in storm
<br />waler discharges associated with construction activity. or the SWPPP is not
<br />consistent wi(n the terms and conditions or this permit
<br />4 AI any time ofler permit cQlferage is effective. the MPCA m<:lY determine that the
<br />project.s slorm water discharges may couse, h<:lve reasonable potential to couse, or
<br />contribute to non-attainment of ony applicable water quality standard. If MPCA
<br />makes such 0 determination, the MPCA will notify the Permittee(s) in writing In
<br />response, Ihe Permiltee(s) must develop 0 supplemental BMP action plan or
<br />appropriate SWPPP amendments describing SWPPP modifications to address the
<br />identified concerns and submit information requested by the MPCA. which may
<br />include an individual permit application. If MPCA's wrillen notification requires a
<br />response, failure to respond within the specified time frame constitutes 0 permit
<br />violation
<br />
<br />FINAL STABllIZA nON
<br />The Permitee(s) must ensure final stabilization of the site. The Permitee(s) must
<br />submit 0 Notice of Terminalion within 30 days altli!r final stabilization is complele.
<br />or another owner/opera lor (Permittee) has assumed control over 011 areas of the
<br />site that have not undergone final stabilization_ Final stabilizatiOn con be achieved
<br />in One of the following ways:
<br />
<br />1 All soil disturbing ol the sile hove been completed and 011 soils must be stabilized
<br />by a uniform perennial vegetative cover with 0 density of 70 percent over the
<br />en lire previous surface area. or other equivalent means necessary to prevenl soil
<br />failure under erosive conditions and;
<br />Q All drainage ditches, constructed to drain water from the site after construction IS
<br />complete, must be stabilized to preclude erosion;
<br />bAil temporar)' synthelic. and struclural erosion prevention and sedimenl control
<br />Best Management Plans (such as silt fence) must be removed os port of the site
<br />final stabilization; and
<br />
<br />c. The Permitee(s) must clean out all sediment from conveyances and from
<br />iemparary sedimenlaUon basins thai ore 10 be used os permanent water Quality
<br />management basins. Sediment must be stabilized to prevent it from being washed
<br />back into the basin. conveyance and drainage ways discharging off-site or \0
<br />surface walers, The clean oul of permanent basins must be sufficient to return
<br />the basin to design copacity_
<br />
<br />2 For residential construction only, final stabilization has been achieved when
<br />temporary erosion protection and down gradient perimeter contra! for individuol fats
<br />has been completed and the residence has been transferred to the homeowner.
<br />Additionally. the Permitee must distribute the MPCA "homeowner fact sheel" \0 the
<br />homeowner to inform the nameowner of the need for. and benefits 0(, Final
<br />stabilization
<br />
<br />RECORD DETENTION
<br />The SItvPPP. all changes to il, and inspections and maintenance records must be
<br />kept at the site during construction by the Permitee who has operational conlrol
<br />of lhat po lion of the site. The SWPPP con be kepl in either the field office of in
<br />on on -site vehicle
<br />
<br />All owner(s) must keep the SWPPP, along with the follOWing additional records. on
<br />file for three (3) years alter submitted of the NOT os outlined in TERMINATION OF
<br />COVERAGE. This does not include any reCOrds ofter submillal of Ihe NOr
<br />
<br />1 Any other permits required for the project:
<br />
<br />Re~ords of 011 i""spection and maintenance conducted during construction
<br />
<br />2 All permanent operation and maintenance agreemenls thal hove beell implemented,
<br />including all right of woy. contracts, covenants. and olher binding requirements
<br />regarding perpetuol maintenance; and
<br />
<br />3 All reqUired calculations for design of lhe temporary and permanent storm woter
<br />management systems
<br />
<br />TERMINA nON OF COVERAGE
<br />
<br />1 Permittee(s) wishing to terminate coverage under this permit must submit 0 Notice
<br />of Termination (NOT) to Ihe MPCA, Compfian<:e with the permit is required until 0
<br />NOT is submitted. The Permittee(s) authorization 10 discharge under this permil
<br />terminates at midnight of the day the NOT is signed
<br />2 All Permitlee(s) must submit 0 NOT within thirty (30) days after one or more of
<br />the following conditions hove been mel
<br />o Final Stobilizotion has been achieved on af( portions o( the site for which the
<br />Permitee is responsible (including the removal of 011 lemporary erosion control
<br />measures such os silt fence. and if applicable, returning agricultural land to its pre
<br />construction agricultural use);
<br />Anolher owner/operator (Permitee) has assumed control according to Part II.B 5 of
<br />MPCA Permit No_ MN Rl0000l o..-er all areas of Ihe sill' thai hove nol been finally
<br />stabilized; or
<br />For residential construction only, temporary erosion protection and down gradient
<br />perimeter control for individual lots has been completed ond the residence has
<br />been transferred to the hom€owner, Additionally. the Permitee must distribute the
<br />MPCA's "homeowner fcclsheet" to the homeowner to inform the homeowner of the
<br />need for. and benefits of. final stobilization
<br />
<br />EFI090N COOTRa. lAEA9.R:8
<br />
<br />SITE SPECIFIC EROSION AND SEDIMENT CONTROL
<br />
<br />SITE 0ESCIFI10H
<br />
<br />A) PROJECT NAME HANZAL
<br />B) PROJECT LOCATION: OLD MILL ROAD
<br />
<br />C) PROJFCT DFSCRIPTlON
<br />This project will consist of construction of five single family homes with 0 bituminous
<br />driveway.
<br />
<br />Hard surface run-off, to include street and roof run-off, will be collected ond routed
<br />via storm sewer to the new pond.
<br />
<br />Sail disturbing activities will include: installation of a rock construction entrance:
<br />installation of silt fence where surface run-off leaves site; site qrading;building
<br />construction including foundation excavation; drilfeway construction; and preparation
<br />for turf restoration.
<br />
<br />0) PERCFNTAGE HARi1 SURFACE: 14.27-
<br />E)~
<br />
<br />TOTAL SITE AREA
<br />TOTAL ESTIMATED IMPERV10US
<br />TOTAL ESTIMATED PERVlOUS
<br />
<br />
<br />0.16 ACRES
<br />4.50 ACRES
<br />
<br />F) TOT AI DISTlJRRFD ARF A 2.80 ACRES
<br />G) SITE SEQUENCING OF GRADING AND EROSION CONTROL MEASURES:
<br />
<br />PriOf" 10 any grodin9 operotions, the contraclor shall install a rock construction
<br />entrance and perimeter silt fence os shown on pion. (Conlact City to inspect
<br />erosion control measure, if necessary,) Additional sill fence may be necessary if
<br />local condilions require
<br />
<br />Perform remainder of site grading on on orea-by-areo bosfs to minimize
<br />uncompleted areas. As each area is completed, all exposed soils must hove
<br />temporary erosion control protection or permanent cover according to lhe following
<br />lime table:
<br />
<br />
<br />Co Maximum time on area con
<br />remain ope,... when the area is
<br />rlatactivelybeing....ar...ed)
<br />
<br />All sod, seed, mulch and fertilizer sholl conform with the following MnDOT
<br />specifications os modi-tied below
<br />
<br />ITEM
<br />
<br />MnDOT SPECIFIC A TIONjNOTES
<br />
<br />3878
<br />
<br />3876
<br />
<br />Mixture W5 (at 8 Ibs/ocre)
<br />
<br />Mixture 328 (at 88 Ibs/acre)
<br />
<br />NEW Mixture 260 (100 Ibs/ocre)
<br />- OR -
<br />NEW Mixture 270 (120 Ibs/acre)
<br />
<br />Mixture 100B (100 Ibs/acre)
<br />Mixture 110 (100 Ibs/ocre)
<br />Mi:dure 150 (40 Ibs/acre)
<br />Mixture 190 (60 Ibs/acre)
<br />
<br />Sod
<br />Seed
<br />U For Wetland Mitigation Areas
<br />U For Infiltration Areas
<br />. For Turf Establishment
<br />
<br />Temporary Fall Cover
<br />Spring/Summer Cover
<br />I to 2 years of Cover
<br />2 to 5 years of Cover
<br />
<br />MulCh
<br />Fertilizer
<br />
<br />3882 (Type 1 - Disc Anchored)
<br />3881
<br />
<br />"Ta reduce weed esloblishmerlt, mow 2 to 3 times (30 dQ)'S aport) during the lsl year with
<br />the mower dec~ about 6" - 8" off the ground hAow one time during the 2nd year before weeds
<br />set lheir seeds;. Burn or maw once every 3-5 years follo..ing the initial 2 years of mai"lenonce
<br />to remo"e dead plant moterial and stimulate new seed
<br />'l.4ow a minimum of once per 2 weeks
<br />
<br />Seeding operations should be in accordance with the technical leller issued by MnDOT
<br />doted November 14, 2005 titled .'Metro District Turf Establism~nt Recommendations"
<br />
<br />3. The contractor Snail pay special attention to 011 adjacent property lines and make
<br />sure the erosion control practices inplace in those areas prevent migration of
<br />sediment onto adpcent properties
<br />
<br />If any slopes appear to be failing, additional sin fence, biorolls and erosion control
<br />blanket sholl be added as needed
<br />
<br />The contractor sholl maintain and repair 011 silt fence (including the removal of
<br />accumulated sedimen t) un ta vegetalion is established and the site is stabilized.
<br />(See also INSPECTIONS AND ~AINTENANCE)
<br />
<br />Contractor 10 maintain silt fence, including the remOVQI of accumulated sediment,
<br />until vegetation has been established
<br />Final grade swale areas upon stabilizalion of upstream lJreas.
<br />Sod 011 disturbed drainage areos, including swales, around storm se....er flared-end
<br />sections, and off-street catch basins
<br />Upon grading completion the contractor Shall provide native topsoil, seed, and
<br />mulch anchored with a straight set disc within 48 hours of final grading
<br />8. Excess slJil should be treated like other exposed soil and stabilized \lljithin 72 hours
<br />
<br />
<br />WIMCO INL.ET I=~OTECTION
<br />
<br />81RlJCTURAL PRACTICES
<br />
<br />1. Silt Fence - will be Installed prior to any grading activities along Ihe perimeter of
<br />those portions of the sile which ore downstream of storm water run-off
<br />
<br />2 Storm water Monagement - Storm waler drainage will be provided by curb and
<br />gutter, storm sewer and catch basin. Run-orr is to be collected via curb and
<br />gutter and routed to 0 proposed on-site pond and then into on eXisting regional
<br />pond system..
<br />
<br />OTHER CONTROLS
<br />
<br />1. Conslruction Waste Materials - All waste materials generated os 0 result of sile
<br />construction shall be collected and removed accordinq to all local and/or slale
<br />wasle management regulations by 0 licensed solid waste management company
<br />The contractor will ensure that 011 site personnel ore instructed in these practices
<br />
<br />2 Hazardous Wostes - Alf hozordous waste materials shalf be stored properly to
<br />prevent spills and vandalism When necessary. hazardous wastes will be disposed
<br />of in the manner specified by local and/or stale regulation or by the manufacturer
<br />
<br />3. Sanilary Waste - All sanitary wasle will be collected from the portable units by 0
<br />local. licensed water management company, os required by local regulation
<br />
<br />4 Offsite Vehicle Tracking - A rock construclion entrance has been provided to help
<br />reduce vehicle tracking of sediments. The paved street adjacent to the site
<br />entrance shall be swepl on on os-needed basis, or os determined by the City
<br />Dump trucks houling loose moterials (sand, topsoil, etc.) to and/or from the site
<br />sholl be covered with 0 tarpaulin
<br />
<br />5 Vehicle Cleaning - No engine degreasing is allowed on~site_ External washing of
<br />vehicles to be confined to a defined area ('"bane )lOrd") on-site
<br />
<br />MPECT1ON8 />K) t.lAINTENANCE PROCElllJII:S
<br /><Alto see 'Inapections and Mmtenance' ulder '<:aERAL EROSION AND SEOI.ENT CONTROL)
<br />
<br />The fallowing ore the inspeclion ond maintenance practices that will be used to
<br />maintain erosion and sediment controls
<br />
<br />. All control measures will be inspected at least once each weli!k and following any
<br />slorm even of 0.5 inches or greater
<br />. All measure will be moin\oined in good working order; if 0 repair is necessary. it
<br />will be iniliated within 24 hours or report
<br />. Built up sediment will be removed (rom silt fence when it has reached one-third
<br />(1/3) the heigh I of the fence
<br />. Sill fence will be inspected for depth of sediment. tears, to see if the is
<br />securely attached to the fence posts, and to see that the fence posts ore
<br />in the ground
<br />. Temporary seeding and planting will be inspected for bore spols. washouts. and
<br />healthy growth
<br />. A moinlenonce report will be mode after each inspection
<br />
<br />ST<:RAWA TEll MANAGElAENT PONDS
<br />
<br />Desi n Storm = SCS. 24-hr, Tell
<br />100 YR Hi h Water Level _
<br />100 YR Post Oevelo ment Discor e
<br />100-YR Pre Develo ment Discor e
<br />10 YR Hi h Waler Le"el _
<br />10 YR Post Develo ment Discor e
<br />10 YR Pre Oevelo ment Discor e
<br />2 YR Hi h Water Level _
<br />2 YR Post Develo men t Discar e
<br />2 YR Pre Develo men\ Dischar e
<br />
<br />POND
<br />
<br />892.15
<br />19,31
<br />26,14
<br />891.21
<br />10,45
<br />13_14
<br />890.50
<br />2.85
<br />4-41
<br />
<br />Oeod Stor<:lge Provided = 13.507
<br />Dead Storage ReqUired = 12.632
<br />
<br />PREPARED BY PLOW( ENGINEERING
<br />ON 12-21-06 (CGS)
<br />
<br />""UG:" ~ :WNSll ~";1l~1: ~Vf'nJ,"'" n'1I>1(;;;,
<br />.l.,,'_'~""';; ...,,~ ~L" "'1m J<I::;,.. ~1i:~~~W"J,C'f ~'~.~:"".ll~~
<br />
<br />;;':W?~:;"..I,W;
<br />
<br />
<br />
<br />;;C'
<br />~ '1
<br />
<br />
<br />:~
<br />"
<br />
<br />ORAWN BY: ~
<br />
<br />11/27/06 CITY SUBMITTAL PACKAGE. RCwa COI.4MENTS
<br />12/21/06 REV1SE POND TO INCLUO( FUTURE DEVElOPl.AENT. RCWD COMMENTS
<br />1/05/07 UPDATED EASEMENT LINES
<br />
<br />I hereby certify that this plan was prepared by me or under
<br />my direct supervision Qnd thol I om 0 duly Licensed Professional
<br />Engineer under the lows of the Stote of Minnesota.
<br />
<br />DESIGNED BY: ~
<br />
<br />CHECKED BY: ~
<br />
<br />PROJECT NO: 061097
<br />
<br />CRAIG G. SCHLICHTING
<br />
<br />DATE REV1SION
<br />
<br />DATE:
<br />
<br />, /05/07
<br />
<br />LICENSE # 41295
<br />
<br />-"C)
<br />
<br />PLDWE
<br />ENGINEERING
<br />6776U.KEDRNENE,SUITE 110
<br />Ul'lO L-\KES, MN 55014
<br />PHONE: (651)361_~210
<br />FAX; (6.'i1)361.~701
<br />
<br />RIPRAP
<br />
<br />DET AIL
<br />
<br />111I-
<br />1111
<br />;elllllll
<br />
<br />f',O'-2'O.SEESEC.A-A
<br />111~1I111111
<br />1II1 rrn
<br />
<br />
<br />L
<br />
<br />THECCf'lTRACTOR.ATliIScPnON,NAYSlJ9snruTE
<br />A CEOTExnLE ~.oaRlC, SPEC_ J601 FOR THf: GR.NULAA
<br />FILtER lLAHKE:T UNLESS O"",ERWlSE SPEOFlEO IN TilE
<br />PLAHS_ ""'E ~.oaRlC StlC!JLO COVER TIlE ARE. OF THE
<br />ArPRAP ANO EX fEN(! Ut(QEA I!-I( OJlllE1U APRON J "'CH.
<br />
<br />E~O~ION CONT~OL. NOTE~
<br />
<br />o.."rlapgeot"xtaelobTi"
<br />6. ontl lott..n ot 2' intervolt
<br />
<br />2.. 2'.oocl ortt",,1
<br />r.ncoe pll't.... mox. Spocin!il
<br />Wir. mesh r.inl!ll"ument. Std
<br />~e~~. '~eCt"h ~:;';n~"6~i1~
<br />min 14 llz <;lou9" .~re it optillnol
<br />Wir.'.ncenotr.qu"'"d'orlhisprojiI'Cl
<br />Geotextil" lObr", - overlap lobr;c
<br />6.ond(ost"notZ'int<fo"VO/5"
<br />loy lobn<:; in the trench
<br />
<br />
<br />g
<br />
<br />~< ~
<br />. '0
<br />~ ~~
<br />~~
<br />
<br />~IL. T plENCE
<br />
<br />~Wi..tnuhianol-.quir"d
<br />
<br />~~
<br />~;k--
<br />/~~'
<br />
<br />
<br />ROCK CONSTRUCTION ENTRANCE
<br />
<br />
<br />EMERGENCY OVERFLOW
<br />SWALE WI ENKAMAT
<br />
<br />ENGINEERL"iG
<br />
<br />PR[PAR[D FOR'
<br />
<br />DATE. 10/31/06
<br />
<br />JEFF AND LAURA HANZAL
<br />7381 OLD MILL ROAD
<br />CENTERVILLE. MN 55038
<br />PHONE, (651) 653-2020
<br />
<br />SHEET
<br />
<br />C2
<br />
|