HomeMy WebLinkAbout2007-10-02 P & Z Packet
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PLANNING AND ZONING COMMISSION
MEETING AGENDA
TUESDA Y, OCTOBER 2, 2007
6:30 p.m.
L CALL TO ORDER
1. Roll Call
n. APPEARANCES/PRESENTATION(S)
m. PUBUC HEARING (S)
IV. OLD BUSINESS
1. Site Plan Review - Muhi Web Processing (Stone Construction)
2. Site Plan Review - Mr. Greg Watson Construction Design/Build (Creative Kids
Daycare Facility@6907 - 201h Avenue South
V. NEW BUSINESS
1. Mr, & Mrs. Lloyd Hansen/Mr. & Mrs. Erick Marshall, 1588 & 1580 Sorel Street
Request for Lot LineILot Split Redefinitions
2. Reschedule Regular Meeting of Tuesday, November 6, 2007 (General Election
Day-State Statute ~204C.03 - No Meetings) to Tuesday, November 13, 2007
VL DISCUSSION ITEMS
vn. CONSIDERATION OF MINUTES
1. September 4, 2007 Planning & Zoning Meeting Minutes
JOINT COUNCillPLANNING AND ZONING COMMISSION WORK SESSION - 7:011
p.m.
vm. COMPREHENSIVE PLAN AMENDMENT REVIEW
1. Bonestroo, Rosene, Anderlik & Assoc. (Tina Goodroad & Brandon Slotterback)
IX. ADJOURNMENT
MULTI W
E B
CONVERTING
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CONVERTING
2273 W Cly. Rd. C
Resaville, MN 55113
Pnone: 651-604-2152
Contact: Don Gabrielson
ARCHITECT
LAM P [ R T
ARCHITECTS
13837 NE Uncoln St.
Horn l'eRa. I>4N 5530",
Phone: 763-755-1211
Contact: Ernie Overby
CON T RAe TOR
S TON E
CONSTRUCTION
2181 1071h Lone Nortl1east
Blaine, MN. 55434
Phone: 763-784-1950
Contact: Paul Ston/'!
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LOT SIZE, 142,241 S.F, _ J,28 ACRES
BUILDINGCO\IER"'GE"2,OOOS.F.;I42,241S.F...e.4l1:
GREENSPACf,107,986S.F/1.2,241SF..759l1'
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PARKING r.AIMIIATIONS'
2.641 S,F. OFFICE AT 5/1000 _ 1J STALLS
e,JS9 S.F_ WAREnOUSE AT 3/1000 - 28 STAlLS
TOTAL STALL REQUIRED _ 4' STALLS
TOTAL F>ARl(ING PFl0V10ED.. 41 ST...US
PrOJect Dnlgn",.:ERNtE O.
Occ"'8}"ECO
Cl1ec;kood By. U/ll.lL
Re\l1llons
07.2J.07
oe,J1,07
011.25.07
PFlEUl.IlNARY
CHY SU~ITT"'L
ClTYCO/.lNENTS
SITE PLAN
Sheet Number
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Project No.
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2 "'LL l1GHT1NG IS TO BE OOWNC"'ST &: OIRECTED AW"'Y
FROM "'DJ"'CENT PROPEFlT1ES,l.,ND S'fREET RIGHT OF W"YS.
3. LIGHTING IS DESIGN-BUILD BY ELECTRICAL CONTRACTCR.
VE:RlFY STYLE, SIZE, QUANTITY, ,l.,NO lOC...TION wi O'MJER,
SUPPLIER, "'ND LOC...l BU!LDING OFFlGIAL{S).
4. CON'fR"'CTORTO PROVIDE CUT SHEETS OF FIXTUFlES
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5. PFlOVlDE ILLUMINATIO/II ATE"'CH EXlTDISCHARCE.
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QTY. KEY COMMON NAME BOTANICAL NAME 0" "THD REMARKS
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5 " BLACK HUS SPRUCE P1CEAPUNGl:NS 5' "
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1. SOD .lJ.l DISTURBED AREAS.
2. UNDfRGROUNO IRRIG",110N SYSTEM.. TO BE PROVIDED FOR AU. SODDED AREAS ok NEW PLANTINGS.
3, PFlOVlOE 1'1000 OR ROCK IN "'LL SHRUB PUtNT1NG ...FlE...5, ROCK TO ENCO~PASS SHFlUeS J" DEPTH
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07.28.07 PftEl.lMIH...R'I'
08.0:'-07 C1TYSU81.l'ITT"'L
09.25.07 CITY COMIllENTS
LANDSCAPE!
LIGHTING PLAN
& DETAILS
Sheet Number
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Project No, 070716-3
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, "" SI'RlNG~OW~,o,g !lAWS SPAlNG SNOW I.S. "
5 " llACI(HIl1.SSPRUCE: PICEAPUNGENS ,- "
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BRANCHES FLUSH 'MTH BARK
PRUNE FOLIAGE ONE THIRD
DO NOT CUT LEADERS
STAlKING AT CONTRACTORS
OPTION
PAPER TREE 'M/AP
SHALLOW t.!ULCH NEAR TFlUNK (1 INCH)
MULCH DEPTH ."-6", 12" FROM TFlUNK
MULCH TAPERS TO 2"-3" DEPTH AT
PERIMETER
EXISTING GRADE
GRADE PERIMETER CUT
1"-2" OEEP TO !-IDLD MULCl-I
PLANTING SOIL I.IIX[O WITH MIN_ SD~
EXISllNG sm: SOIL. ACHIEVE PROPER
SOIL TO:XTURE FOR TREE. IF"UNKNO'M'{,
MIX A SANDY LOAM SOIL.
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1. ALL UQiTINQ SHOIVN IS F~ SCHEMATIC PURPOSES ONLY.
2. ALL LIGHTING IS TO 8E DOWNCAST & DIRECTED AWAY
FRCII.I ADJACENT PROPERTlES.llND SlREET RIGHT or WAYS
3. L1GlfllNG IS DESIGN-8UILO 8Y ELECTRICAL CONTRACTOR.
VERIFY STYLE, SIZE, OUANTlTY, AND LOCATION WI OWNER,
SUPPLIER, AND LOCAL 8UILDING ornCIAL(S),
.. CONlRACTOR TO PR<lVlDE CUT SHEETS OF FIXTURES
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~, PROVIDE ILLUloIlNATIQN AT EACH ElCIT DISCHARGE,
EACH EXIT DISCHARGE SHALLB!ILLIJMINATEDAT
ALL TIMES THE BUILDINC SPACE SERVED BY THE
loIEANS OF EGRESS IS OCCUPIED.
@L1GHTING PLAN
Ll SCALE: 1 _JO
..
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1- SOD ALL DISTURBED AREAS.
2. UNDE&GROUND IRRIGATION SYSTEM TO BE PROVIDED FOR ALL SODDED AREAS .!c r-.aEw PLANT1NCS.
J, PROVIDE WOOO OR ROO< IN ALL SHRU8 PL.A.NTlNG AREAS. ROCK TO ENCOMPASS SH'W8S J" DEPTH.
2 SHRUB PLANTING DETAIL
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3 TREE PLANTING DETAIL
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07.26.07
08.0J.07
09.25.07
PRELll.IlNARY
CITY Sl/8101ITTAL
C1TYCOl.Il.IENTS
LANDSCAPEI
LIGHTING PLAN
& DEl AILS
Sheet Number
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Project No_ 070718-3
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ARCHITECT CERTIFICA TlON:
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SPECIfl(;...n~ al~EPall WI\S
PllEPMEIlBYllE(JRU"~"YDlfl(<::1
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STONE CONSTRUCTION, INC.
21.!Jl - 107lh UHE N.r.
BlAINE,I.IINNESOI"S5i34
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Sheet Number
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Project No. 070718-3
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2. INSTALL A KNOX BRAND nFiE DEP"RTMENT KEY BOX
Ol'l THE BUILDII'lG IN ,I.N APPROVED LOCATION NO HICHER
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THE BOX ~OULD BE lAOUNTED NEi\R TlolE MAlN ENTR"NCE_
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wi CONTRACTOR.
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Sheet Number
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Project No. 070718-3
SWPPP NARRATIVE
I ,HI' PROJ:Cl LS A (c.I~ERCIAL O[v[lCf'~[Nl or A PROPERTY TH,[ IS 317 .(~['; IN ~l[
2 THIS PRJJ:CT \\'LL CONSIST IX ~ 51NGU BUIWN(,
J THE lOTALA.<(A INClUOES >,125 OF W,lINCBI1U~INClJSSURrACE,FRC6410TH AVENUE THAll>
lOCATW \lIlHlN IHE PROP[RTYll~E
, THE STtm!lIA[[R PCfiO ANO INfllRAlICfi ~REA KRE OCS!CNED 10 INQUDE >.II /J)[)lnllNAL ARE~ OF
FUiURE.t.lfiR\10USSURFAChExTENDED65rEE1N<;;11HrR~lHATSHO\\NCfiTHESEF\ANS
; TH~ INIVAl CCfi5TRUCUON Will All\! ~~,DOl ~ (O~aAC\ Qf NF:\lI~rr_R~(]Ij~ 9lRfm, 1M] IHI
fUTURE EXPANSJCfi "IlL INCll(ASE THE N(.... I~PER~OUS SURrAce:s TO ~'202 sr 1118AC)
. DUl TO TH([XP(CT(O CONSTRUCTION ACTI'MY, T~[R[ 15 Tfl:POT[NTlAlrOR THE OIsr.HARGE (IF
SEOI~ENT rtls SIIIPPP IS TO HElP ~INI~rZf lIIE rOTENllAL FOR THE C<SCHAAG1: OF SEDI~ENT mil OTHER
P(:UUT"'HS
7 II1IS ()[l'(lOPM[N1IS ~OT IN.. KNOi<N K,\RST RWON
SWPPP NOTES
DAN Gl.lIIliELSI)j 1lI1L O\l:RSl:E THE I~PlE~[NTAT1ON or THE ,,,,,pro ,!.ND TH( INSTAllATION, INSf'[CTlON
AAD WAlNTEN~CE OF THE EROSI~ PREI(NTI~ AND SEOoUENT W<1RQ BEST WANAG(WENT PflACTlCES
(H~P')8[f()lll mo OU~'NG coo<,;mUCTlON
2, THE o,,,.ER !\ILL H~I'E ~SPONSl8111T' FOR THE LONC T(R~ <)U~~ON ANO M,uN1ENCl: OF THE
PE!lWANCNl STOR~ WAT!:R U~NAG[UENT S"lE~ 'N THE PflIVAT!: ARE~S ~ Tl<E ~TE
j Till em or C[NllR'~llE \\ILL 4AI'[ RlSPONSIOllITY roo IHl l(~G TlRW OPtRATlOO !.NO UAINll~ANrl
~ THE PERu!.Nl:NT STOll" W'TE~ W!.N~Cn'E~T SYSl[W IN TH( PUBlIC A~(~S
, THE CflnOP~ENT II BClJNDED 8Y A C()J~lY ROl/l TH( CCiJ~TY o,ILl H~\l( I':(SPCW>ISl8111TY rOIl THE:
lONG Tl.RM IlPlRAnON !.NO MAI~T[~C[ or TH[ P[RM""lNT SIORU WAT{R WAIU.G[W(Nl \i";TlW or IHl
CCiJNIYRO.lllS
\ THE PER~lmE ~USl IU<NO THIS S_ AS NE:cE,SARY, SUCH A, AOOillDNAl OR MconED B~P,
OECj(Jj[D TO CORR[CTPROOlEWS \\\O(\'[~ IHE 5!'ECfl[Q(WP,ARlNOT'iI'CllKINGA'iINl[NOED THl
MOOlrrCATI~';TOTHESl\PPPC'N8( DONE:I'A THE INSPECTlOOLo:lS THE INSPlCTlONLo:lSSHMLRECCf'[)
TH[ PROOlEM(S) IOCNlJFIEO 'ND THE UOOIFICATlONS lU[N TO 'ODREIS IHE PRDBl[~S
~ IN';IML THl 'illl f[NCl: PRIOR TO COM~[NClNG SCHI OISTURBING A~TI~nES
7 'NSIMl THE SlOR~ WAfER OElENTlCtl PONDS .1 !J-( BWNN'NG Of SCHL DISTURBANCE ACTI'~l'E,
8 THE S'III'FP, All (J!'NCES TO n, ~D 'N9(CTII)lS 'NO UAlNTEN'1<CC RECORDS UUSl Il( ~(PT ~T THE
SHl O'IRING IHE CONSTRIJ~TIDN BY TH( P[RMlTTE[ !\HO HA'i ()'{RATlONAl CONffiGt OF THAT POR[lON [J
rHE ~lE THE S""PI' CAN BE ~EPTIN EITHER THE FlElO OfFICE DR IN /IN ON SHE I'[HICLI
9 'llOioljER(S)~USli{[P TIlE 5_, AlDNGi<lTlI TH(rOllO"'~GR[CC1l{I~ ON F'lE FDR TIIREE YEAR'i
AFTER Tf€ SU8~ITIAl Of THE NOTICE OF TERUINATlON (NOT)
A ANY OTHE~ f>[RUHS REOIJIl/(D FOR lll[ PRMCT
B ~(~'QflDS OF '"-L INSPECTlCtj },NO ~AlNTEN!.NCE CONOUCTED OURlNG CCflSllllJClIQN
C I>.i.l P(RUAN(NT OI'!:RAnoN Io1<D UAlNTENlNC'[ ACR(EUENTS Tl<AT ~AI'[ 8EEN ll6'lEW(NTEO
o Mll/(O!JIREO CM(l)UTIONsrOllDE~(",ljor TH[ TEUPORARY/,NO PERUI.NENI'iTORUWA![R
UAN'GE~[Nl SYS1E~S
EROSION CONTROL NOTES
I lIt[ CONI~ACTDR SIlAll COIlPlY i<l1I1 TH[ l/(OIJ,lI(O(~TS Cf' THE UI"~E'>OU PGtlUTICtl CCtllROC
'CENCY-~ATI(1jAl POllUTANT ClSCHARGE ElIUINATlI)l ,l'Sl'EU (NP{I(S) PERU<!
1 m: CCtlWACTDR SHAll BE A CO-'\PPlICANJ i<lTH TH( Oll/N[~ ON THE NPOCS P(R~IT
~ l~ CWW,CTOO ';mil ASSUO( COMPL[1[RESPQtISlIlIlIlY fOR CONTRCtlJNG AlL SlLlATlC><!.ND
ERD~ON Of THE PRM:Cl AREA
4 All E~O~ON CONIHOC !.NO 5I.!>TlON CONIRDl UlASU~[S SHAll CQIIl'l Y !.ITH ~INN[SaTA'S BElT
UANAG(M(NT PRACTI,ES ~},NUAL
~ If'{ CCtlTRACTOO SHAll USE ""Al[I'[R U[AN5 N[C[';5JJIY TO (ONTRQ [~05I(Ol AND ~llnlCtl
INClUDINC, BuT NDT lIUITEO TO_ 8IO-lOCS, ROCK (NTRM<C!:S ANO(~ ~(T FENC!S
6 CONTROC ",All COUUEIoICl: ...,TH I;IlAOI~G A!ID CONUNV[ THRI}JGHOOT TH[ PROJ:n VNTllICC[PTAN([
OF WORK BY THE 01lN[RANDSlJ8~lmLor A NOI!c[ff TCR~INATlCtl
7 1>( C~TR'CTC4l'S R[SPON~B.-'TY 'NCLUDES Al.L IUPLEM[NTITIDN 'S ~[()JIR[D 10 PflE>,{Nl ERO~C><
ANO THL mp()SIIINGOI Sill
6 THE OwNER .>y, Al T"E OWNER'S OPTION. DIR(CT THe CONIR.CTORIN T"ECONTRACTDR'SU[!<;OOS. AS
DlfMID NICIS5AJH ~Y TIll O\'INFR, TO PROITCT P~m:RT1 ANO I~P~OI'[~l~T,
9 AN' DEPO~lINC OF ~l! OR ~UD ON N[W 0fI E"STlNG PA\!:~[NT 0fI IN EXISTING SIOR~ ORAJNS OR
SW'l[S S><ALl BE REWO,",," ,F![R EIC" RAIN ANO AFFECTE~ A.~EAS ClEANED ID 1I<E SAlJ,,~CTION OF IIIE
OwNlR
W [RO'JON CONTRlX. UEASlJRES ~USl B( INST'LL[D PRIOR 10 CCt.lWE~cE~(Nl OF CONSTRUCUON
OPERATIONS 'NO 8[ ~"NT>lNEO UNUl 'l.\ OlSTUR8EO AAEAS Cf< T"E ~1'[ ~AVl: 8EEN RESIORED
II Il~POIl!JlY E~O'ilON CONTRI;t TD 8[ PlAClO ARDUND SIOllU oRA" STRUCT\JRE5 DUR1NC fD~STRUCTlON,
If APPlICASlE
11 SEOI~(Nl Sl<All 8E REUO\{O FROLI All SEDIMENT CONTROl. OE'~CES AS NECESSAPY, INClLl[)lNG SIOR~
WITERPONDS
lJ ~ SI.BllIZCO ROCK CONSIRI!CTlON IN!i<,\NCE Sl<,\Ll 8E IN,'AUm AT Th[ BlGlNN1jC OF CONSTRUCTION
AND ~AINl~'NED FC<1 DURATION OF P~O.ECT
14 All Cl.rPES ~ I CIl 5TECPER, NOT TO 8E 'iOOOC0 ANO A801'[ ANy PONO ~OR~1>.i. \iITEP U:V[l, IHAll
HAlf ~NDal SPEC J885 !\T'E J ERO<;iON CONIROL fAll~'C INSTAlLlD
I" "EN I"E ~TE GRADING CONSTRUCTIG1'! rS CDUPlf:TEO, T"< CONIR.trOR SHAll ,EED AND MUlC" T"E
REM,\INLN" DI,TIJP8ED AREIS ~THIN 48 H(IOJl5 OF GRAOi~G COUPU:T1(J<
16 TH[ s[EDING SliALL COMPLY !\IIH ~NDOT Sl'EClfICAlICtl ]816 Ai A RAI[ Dr 50 lSS PE~ ACRE, lOjLESS
NOTEOOT"ER\lISe
;1 UNOOT st,~INr, UIX JIO SHALl BE USE~ IN All PONOING ARE,\S IJ<D RO~D [:<l('H BOTTI)I,I'; AT '- RUE
if 82 l8S P[R ~C1l[
,s ~NDOT suo I.otX I~ SHALL 8E USED IN All DTH(R AREAS
Ig APPLY Tm: I ~UlfH I'(R MNDOT 5I'[('I'l(lTlCtl JlI8, TO THE SI:COCD AR[A TH[ ~UlrH SliALl Sf
>'ppU[O AT TH( RAT[ OF !1\1l TC/jS PER Ac~E AND 'NCHORCD IN .CCORD.Nc( !.ITH ~NOOl >PfCI~C>TION
15J5 J F! III. MULC" SHALL 8E ANCHORED \liT\! A OiSC. ClODeuSTER OR OTHER APPRO\(O E,,-,IP~;:Nl
10 lH{ ~,-XI~U~ TI~[ AN AREI CAll RE~AlN I}'Eh 'OH[N TH( AREllS NOT A(T[I'[lY BEING WOI!~(~ 1\ AI
fQLOWS
SUPERT"ANll lDA"
ID I TO 1-1 - ;~ 01'(';
FlA1TERTHANIO,I-110'"
11 ANY E'P(I'i[D SOIL STOCKPll[S MUS! B[ SI>8U1ED OITHI~ S[\{N DM; IND Si:RRCl!NQ[D &Y "ILl
wn
22 ORAINIG[ O'TC"ES ~VS7 8E ,T.81(\IEO \lIr.<IN 24 ~OlIRS
11 PONO P,P[ OUTlET, UIJ';T 8E PRO~D[(I 0I1H [~[RCY DI'iSlPATI(J< OITHIN 24 HOIJRS
,< STR[E7 S\i[EPING ~UST B[ c')NDUCTCD ~>IlY '/,IiCN TliACKI'IG Dr 'IDI~E~T OCCWS ON !.Nl PAIE~
STllElT
7' TH' prowrrr ~"';I IN'PFcT T~r rONqo"'T1n~ '1Tr o.,r-r "'""\ \r,,~ ~\"" ~IJO%~ ,cI11'I'
C~STRUCTION .ND \lITHIN 14 HW,'S "TER A ~AlNf"-L [I'[NT ",EATCR TH'N 05INc><ES1N 14 HOURS
16 .ILL rNS;:<:CTlONS "0 ~AINTENANCE C(OlOUCTEO OUR"C CONSlp.JCTlON ~USI9E R(COR",O '" ~ITlNC
~,~I! 1111',[ RlrilRn<; YU';T IlF RlTAINf.O ~III ;IIE ,WPP Rf,DRD\ ['f C\(H IN\PcrnON '-('111m ';!AII
INClUOE
A DITE AND TI~E OF LNSPE,nCt<s
B ~A~C Of r,RSON tONDUCIN" IN'.PLnUNS
C fiNDING Of INsPEClIONS NCLUDING ~<CQLI\j;:NOATI~, FCfl C(Jl~ECTIV[ ACTION,
o CORR[(TIIo\: .,nONS 1....[N, INClUOING D.TES. III<E5 'NO PARTY CClolPl[TING UAlN!(NA~(E
E OAlE....D >.MooNT OF >.Ll RAlNfAil [I'[Nr.i (Jl[AIER IHA~ II, INO! IN 14 HOURS
FDOCuwlNT'l:ONDrC>tANCl:SUAOETOTHESIlPF"P
11 I'tIiFR[ PARTS IT THE CON5TRtlCTI()N ~Tl: HAl\: UND[RGl)N[ FIN.l STA!Illll'\IIDN BUT!.I)RK REMAINS
ON O!HE~ PARTS OF 111[ ~T!:. 1~Sf'[ClJONS OF 111[ Sl.l6U1W ,REAS M,Y BE REDUCW 10 Cl'4Cf PER
"""'IH "'ERE \IIORK HAS BErN 9JsPENOED Due TO FROZEN GROUND CONOITI(J<S. !H[ ~EOUIREO
INSPlCTI()N\ Al<D ~AlNT,NANCf YU5T TAll( PLACE /,S SOON AS RUNOFF OCCURS AT TH[ ~I[ ~ ~IOR TO
RESU~'NG CONSTRUCTION, IIIl1'CH[IER COI<ES fl~SI
18 All NCtlFUNCTI(J<Al 8~P, ~UST 8E REPAI'<to. REPlACED QI1 SUPPl<UE~I[D ~T" FUNCTIONAL 8~P,
,9 ALL SJll rt:NCES ~UST BE REPAlREO, REPL~CCO OR SUPf'[EMEnTCO \lI0 TH( SEOLUENT RE'C>L[S '/~
T"E: ~[oGHl OF T"E FENer
6-H. - 6/6 WELDED WIR(
fABRIC ~EI"rORCEMENT 10 BE
PLACED THROUGHOUT
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TYPICAL CONCRETE
VAil FY GUTTER
EMERGENCY CONTACT
OANGABRIElSON(6ol)60',lol
r-r.-..-
POLLUTION PREVENTION MANAGMENT
" SeliG WASTE, CDlL[CT[D s(OI~ENT. AsPH,"-1 'NO CONCRETE ~lllNc;s, 1l0AlJNG OE:6ll1S, PAPER,
Pl,STlC, FA8RIC, CCNSTRtiCTlON ~DOEYC\ITI(iN DE8R1SANOOTl<ERWAS1[S~USlIl(OisPOSEDCf
PRC~UlY AND UUSl CIJI,lPlY OITH UPCA DIsPOSAL R[0IJIlI(kI[~T5
1 H'ZAROOOS ~AIERIALS OIL, CAsctl~E. PAlNl AND AN~ HAlAROOOS 9JBSTANCES ~UST 8E PRCHRLY
STORED. IN<:LVOINC SE,,,",OART CCY'4lAIN~ENl, 10 PRE\(NT s,o'L,S. lEAKS OR O!l<ER OiSCHARGE RESTRlCTEO
Acr[S5 TO 510RAC{ AI![/" YU'iT B[ PRO~DEO 10 ptl['i[NT V,-Io(lAlISM 'iTI)/AGE AND lH<;'05Al IT
HA1AROOUS~ATER1ALSYUST8E INCOIlIPU},Nt:[!lITH ~PCARW.UTlONS
J, Ell'ERNAl WASHING OF TllUCHS AND OTffl:R CONSTRUCTION I("KlES WUSl 8E lIUIT!:D 10 A DEFI~ED
AREA OF TIlE ~![ RUNOFF ~UST BE CONTAJN(O AND WASJ<: PRr:t'[Rl' OLSl'OSCO if NO ENONE
DCCREASING IS AllOIlfO ON ~Ir
FINAL STABILIZA TTON
I THE PERMITTEe(S) ~UST E~SiJRE FINAl. ST/oEIlIZATION Of Tl<E ~TE TH( peRull![[(S) UUST SU(Wll A
NO;lC[ or TERWI~A!lON i<lTlIIN 30 OHS ACTER fijAl ,ll.LIIlIZA~ON I'i CCIlIPL[lE, OR mOTHER
OwNER(OF'E:RAlOR {PfRUllfEE) HA' AS,UUEO CI.'NTROl O\!:R All AREA, ~ THE ~TE J"AT HAvl' NOT
UNOCRGON[FIN'lSHBI.JZ^TIDN
2 F;NAI \1.l6llATlOO IKClUV[S TH[ ~UD'jM OF Ml TUIPORARY ~lASUKf5, 'iUCH A5 ~1I f[~Cf
GENERAL NOTES
I AtL E~15T1,," UTILITY lOCATICt<5 :.lOll< .iJl[ 1J>F1l0XIW.1[ CI)'HACT .(;[)'HER SIAT[ Ctl[ CAU'
(65H5t-0002) fOR UTIlITYlOCATICt<S, <-8 fiOUR,PR1CJl TDEICVATION
1 C(J<TRACl(ll!\HAllFI[lDI/(RlfYlOC.TIO/ISANDmVATlDN5OFOI'iTlNr,UTllITI[';AI<VTDPWAPHIC
FEATUR[S PRIOO 10 TH( COOWENc[~ENT Cf CCtlSmUCTION 11<[ CONS1RACIDR SHML l~o(OIATEl' NOTifY
ENQNEERorOiSOlEPANClESC<1VARIATI~SFROl'TI<EPLANS
l TH[ CDNTR~CTIll \HAll COORDINAT[!.ITH OOll-l:R!.ND UTIUHOiIN[R REGIJl[llNGJ![YOVAlS AND
1l11C>UTlCt<sif UlIlITI(S
< THE CCOJTRACTOI< \HAll lAKE .u PR(CAunONI NEtESS'~T 10 A'IOiD PllOPERlf O.....ACE TD ,DJAC[Nl
~lJPf~m S IIlJRING THC CON5!mJCTlON PHASE'; or I<IL'; Plm.lCT Tllf. COO1RACll>>! 'l!I..ll!\ I~l~ "(j,,[l~
lI(Sl'ON~el( FI.'ll ,\NY O>.MA(;[S TO lH( AOJ.\CENT PRr:t'[RTI[, OCURRlNC A, A RESUlT or CCf<TRACIOliS
ACTlCf<S DU~'NG THE CCi<S'lRucn(t< P"ASES OF 7"1S PllOJECT
., IHC C()NIRACTDR !.IlIll[ SCHLYANU COIIPlITflYR[Sl'Ctl~BLE F(]l CotOHDNSOO THE.KJ8 SlfC,
INCLUOING SIJTIY OF All PE~SON" ANO PROP[RIY DURING PERFDRUANCE Of THE l<!JRK l",S
R[DU'RE~(~T "lL Al'l'l T CONTINUDUCl.Y A..:l N07 BE UUI![D TO ~CilUI>.i. 'II(I!/1(ijG IIOU~S !HE IIlJTY Cf'
T~E ENGlN(EROR lH[ OEIEL(Jf'(R 10 C(){JI.JO CWSTRVC1ICIN CllSE:RVATlW OF IHECCt<TRAcrDR'S
Pl:IlrOO~!.NCE IS ~OT INl[NOCO TD INCLUOC R[\II[W or THE AO[OIJ,\r.y OF TH[ rOOTRACIOO'S S/,F[lY
~(ASUR(S IN, ON OR NEAR TH( CCt<SmuC1ION Sll(
6 T"E CCfjTRACTDR ;"ALL BE R1:s,oON~r3I.E FC<1 ~ROI'OING ~o UAlNTAlNJNG TR,mc CCOHROL OEI'CES
sum A, BARRICAOI S. WARNING 5ICN'i, DIRECTlIl/W. ~GN\, Il,\GGlRS AI<~ L1G1HS fO CONIRor. THE
~Ov[loIENTCf TRAFFlCWH[R[ NECfSSARY TRAmCCDNTRDlDEI'CESSHALlCCt<FQRU TO JoPPRDPRlAll:
UIoOOTSIANDAR1)S
7 RE:J'R('O TDPSCHl IN GRfEN SPAC[ AR[AS !.IjERE PLANTS/TURf IS TO 8( E5T..stJSI'IEO TO A UINI~U~
OCPTH Cf ~ l"OlES
8 TilE ((J<ffiACTOR SHMl UNrrl)flWlY I",RAOC AR[AI illTlIIN lI~LTS or I;I!ADINC. I<a.UDINC ADJ,\CENI
ll!!.NSlllON .~E~S PROl1OE ~ SI.lOOTH flNlSHfO SU~fACE !lIlH'N S!'Wfl(D IDlE~IoNCES, !.ITH UNIfOR~
l(ltlS C<1 Sl.OI'!:S BE!Wl:\:N PC<NTS wt(RE ELEVATIONS ARE Sl<01l/N. C<1 8E1'l'EE~ SUCH POINlS ANO
[lj~JING GR/JK5 .R[AS THAI ~AIo\: B[EK r1NISH I;IlADCO SHAll B[ PRDl[CI(D fROLI SUU5[DUE~T
CONSTRUCIION t:!'[RATlONS, m,mc !.NU I~USlON RCP>lR AlL A~[" THAT HAVl: BECCt.I[ RU!![D BY
TRAFFiCI)l lllOOED81WAI(RI)l HAS SElllED BELOW T"ECORRECl CRAOE ALlARE^S DISTuR8ED8T
THE COOIRACIOIl'S OPl~ATlDNS 'JlALl Bl RlSTORlO 10 l(jIJ>.L 00 BEfTE~ THAT OfIIGlNAl CCtlOiflCtl 00 '0
Tl<E REOUI~[~NTS OF T"< N<W 1IC:fl~
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STORMWATERREPORT
FOR
MUL TI WEB
CONVERTING
CENTERVILLE, MINNESOTA
PREPARED BY
N
. METRO
LAND SURVEYING
& ENGINEERING
September 17, 2007
TABLE OF CONTENTS
1. Riee Creek Watershed District Infiltration Worksheet
2. Stormwater Design Summary
3. Design Calculations for Wet Detention (William Walker)
4. Existing Conditions
a. 2-year storm event
b. lO-year storm event
c. 1 DO-year storm event
5. Proposed Conditions
a. 2-year storm event
b. lO-year storm event
c. lOO-year storm event
6. Drainage Maps
a. Existing Drainage Area Map
b. Proposed Drainage Area Map
Rice Creek Watershed District
INFILTRATION WORKSHEET
PERIMT NAME: MI.4LTI W~B CDNVf.R.,',.j6
PERMIT NO.
D7-cRl
STEP I: Determine impervious and pervious areas.
Note: Include all pervious and impervious areas located in any rights-of-way.
(a) Total Site Area:
'3,27
ac
(b) Impervious Area: 1."'2.'1 ac (examples: roads, roofs, parking lots, gravel drives)
(c) 'Effective Pervious Area: 0,076 ac [not (a) - (b)J
Undisturbed:
ac Disturbed: 0.07'-
ac
* Only use horizontal component of surface area which is subject to intermittent prolonged wetting.
Do not include area of permanent pools of ponds or wetlands (see Stormwater Infiltration Guidance
Design Pararneler5).
Note: The effective area available for infiltration must be capable of receiving the runoff from
impervious surfaces. Pervious "islands" located above adjacent parking lot surfaces, for example,
will not be credited.
STEP 2: Demonstrate 0/1) imperviousness for the site.
[(b) -;- (a)] x 100 ~ 3'1.'-/
_%(d)
(d) MUST BE'; 80%
STEP 3: Determine runoff volume from impervions surfaces generated by median storm of 0.34 inches,
1.2."/ (b)
Impervious
Area (acres)
x 0.9 x
Coefficient
0.34 inches x
Mpls-St. Paul
Median Stann
Rainfall
I foot
12 inches
0,033 (e)
Volume needed
to be infiltrated
(acre-feet)
STEP 4: Calculate volume capable of being infiltrated on site within 72 hours. Use infiltration rates listed on
page 2 of Storm water Infiltration Guidance Design Parameters.
Saturated infiltration rate (if multiple on-site soil types, use most restrictive) for
Type C soils ~ 0, I 0 _ (I)
incheslhour
O.07b (c) x
Effective
Pervious
Area (acres)
0, /0 (I) x 72 x
Infiltration Hours
Rate
Corresponding
to Soil Type
(inches/hour)
I foot
12 inches
0,01.{(, (g)
Volume
infiltrated
in 72 Hours
(acre-feet)
STEP 5: Compare volume generated to volume infiltrated.
0,01.{ b
(g) MUST BE GREATER THAN OR EQUAL TO 0.033
(e).
2-99 REV
Multi Web Converting
Centerville, Minnesota
PN: 1965.001
STORMWATER DESIGN SUMMARY
(all values in cfs)
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Drainage Diagram for 2058.0010 EX Drain
Prepared by (enter your company name here) 8/31/2007
HydroCAOO 8.00 sIn 001304 @ 2006 HydroCAD Software Solutions LLC
2058.0010 EX Drain
Prepared by {enter your company name here}
HvdroCA[)@ 8.00 sin 001304 @ 2006 HvdroCAD Software Solutions LLC
Page 2
8/31/2007
Area Listing (selected nodes)
Area (acres) CN Description (subcats)
2.597 77 Brush, Poor, HSG C (Ex Site)
0.556 85 Wetland (Ex Site)
0.118 98 20th Avenue Pavement (Ex Site)
3.271
2058.0010 EX Drain
Prepared by {enter your company name here}
HydroCA[)@8.00 sin 001304 @2006 HYdroCAD Software Solutions LLC
Type /I 24-hr 2- Year; 24 hour Rainfal/=2.70"
Page 3
8/31/2007
Subcatchment Ex Site: Site
Runoff
=
4.28 efs@ 12.06 hrs, Volume=
0.264 af, Depth> 0.97"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type II 24-hr 2-Year; 24 hour Rainfall=2.70"
Area (sf) CN Description
5,152 98 20th Avenue Pavement
24,206 85 Wetland
113,147 77 Brush, Poor, HSG C
142,505 79 Weighted Average
137,353 Pervious Area
5,152 Impervious Area
Tc Length Slope Velocity Capacity
(min) (feet) (ftlfl) (ftlsec) (efs)
8.4 100 0.0300 0.20
4.9 440 0.0100 1.50
13.3 540 Total
Description
Sheet Flow, Southwest sheet flow
Range n= 0.130 P2= 2.50"
Shallow Concentrated Flow,
Grassed Waterway Kv= 15.0 fps
2058.0010 EX Drain
Prepared by {enter your company name here}
HydroCAOO 8,00 sin 001304 @2006 HYdroCAD Software Solutions LLC
Type II 24-hr 10-Year; 24 hour Rainfaf/=4,10"
Page 4
8/31/2007
Subcatchment Ex Site: Site
Runoff
=
9.18 efs @ 12,05 hrs, Volume=
0,555 af, Depth> 2,04"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0,00-24.00 hrs, dt= 0.01 hrs
Type II 24-hr 10-Year; 24 hour Rainfal/=4,10"
Area (sf) CN Description
5,152 98 20th Avenue Pavement
24,206 85 Wetland
113,147 77 Brush, Poor, HSG C
142,505 79 Weighted Average
137,353 Pervious Area
5,152 Impervious Area
Tc Len9th Slope Velocity Capacity
(min) (feet) (fUft) (fUsee) (efs)
8.4 100 0,0300 0.20
4.9 440 0.0100 1.50
13,3 540 Total
Description
Sheet Flow, Southwest sheet flow
Range n= 0.130 P2= 2,50"
Shallow Concentrated Flow,
Grassed Waterway Kv= 15,0 fps
2058.0010 EX Drain
Prepared by {enter your company name here}
HydroCA[)@ 8.00 sin 001304 @ 2006 HydroCAD Software Solutions LLC
Type 1/ 24-hr 100-Year; 24 hour Rainfal/=5.90"
Page 5
8/31/2007
Subcatchment Ex Site: Site
Runoff
=
16.02 cfs@ 12.05 hrs, Volume=
0.976 af, Depth> 3.58"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type II 24-hr 1 DO-Year; 24 hour Rainfall=5.90"
Area (sf) CN Description
5,152 98 20th Avenue Pavement
24,206 85 Wetland
113,147 77 Brush, Poor, HSG C
142,505 79 Weighted Average
137,353 Pervious Area
5,152 Impervious Area
Tc Length Slope Velocity Capacity
(min) (feet) (ft/ft) (ft/sec) (cfs)
8.4 100 0.0300 0.20
4.9 440 0.0100 1.50
13.3 540 Total
Description
Sheet Flow, Southwest sheet flow
Range n= 0.130 P2= 2.50"
Shallow Concentrated Flow,
Grassed Waterway Kv= 15.0 fps
~
Biofiltra on area
~
Stor pond
o
Proposed Drainage
Area to Pond
~UbC1 IReachl ~ ~
~
Drainage t offsite
<3
East area and wetland
Drainage Diagram for 2058.0010 Prop Drain
Prepared by {enter your company name here} 9/18/2007
HydroCAOO 8.00 sin 001304 @2006 HydroCAD Software Solutions LLC
2058.0010 Prop Drain
Prepared by {enter your company name here}
HydroCAOO 8.00 sin 001304 @ 2006 HydroCAD Software Solutions LLC
Page 2
9/18/2007
Area Listing (all nodes)
Area (acres) CN Descriotion (subcatsl
0.187 61 >75% Grass cover, Good. HSG B (2S)
1.030 77 Brush, Poor, HSG C (1S)
0.556 85 Wetland (1 S)
0.133 98 20th Ave and drive entrance pavement (1S)
1.175 98 Impervious Surfaces (Building/Pavement) (2S)
3.081
2058.0010 Prop Drain
Prepared by {enter your company name here}
HydroCA[)@ 8.00 sin 001304 @ 2006 HydroCAD Soltware Solutions LLC
Type II 24-hr 2- Year; 24 hour Rainfal/=2.70"
Page 3
9/18/2007
Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points
Runoff by SCS TR-20 method. UH=SCS
Reach routing by Stor-Ind+ Trans method - Pond routing by Stor-Ind method
Subeatehment 15: East area and wetland Runoff Area=74,861 sl Runoff Depth=1.09"
Flow Length=485' Slope=0.0082 'I' Tc=6.0 min CN=81 Runoff=3.35 cIs 0.156 al
Subcatehment 25: Proposed Drainage Area to Pond Runoff Area=59,361 sl Runoff Depth=1.97"
Flow Length=450' Tc=5.4 min CN=93 Runoff=4.64 cIs 0.224 al
Reach 3R: Drainage to offsite
Inflow=3.77 cIs 0.366 al
Outflow=3.77 cfs 0.366 al
Pond 4P: Storm pond
Peak Elev=901.44' Storage=26,967 cl Inflow=4.64 cIs 0.224 al
Outflow=1.13 cIs 0.224 af
Pond 5P: Biofiltration area
Peak Elev=900.60' Storage=838 cf Inllow=1.13 cfs 0.224 af
Outflow=1.10 cIs 0.210 al
Total Runoff Area = 3.081 ae Runoff Volume = 0.379 af Average Runoff Depth = 1.48"
57.55% Pervious Area = 1.773 ae 42.45% Impervious Area = 1.308 ae
2058.0010 Prop Drain
Prepared by {enter your company name here}
HYdroCAO@ 8.00 sin 001304 @ 2006 HYdroCAO Software Solutions LLC
Runoff
=
Type" 24-hr 2- Year; 24 hour Rainfal/=2.70"
Page 4
9/18/2007
8ubcatchment 18: East area and wetland
3.35 cfs @ 11.98 hrs, Volume=
0.156 af, Depth= 1.09"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type II 24-hr 2-Year; 24 hour Rainfall=2.70"
Tc
(min)
6.0
Area (sf)
5,777
24,206
44,878
74,861
69,084
5,777
Length
(feet)
485
CN Description
98 20th Ave and drive entrance pavement
85 Wetland
77 Brush, Poor, HSG C
81 Weighted Average
Pervious Area
Impervious Area
Slope
(ftlft)
0.0082
Velocity
(ftlsec)
1.36
Capacity Description
(efs)
Shallow Concentrated Flow, Wetland
Grassed Waterway Kv= 15.0 fps
2058.0010 Prop Drain
Prepared by {enter your company name here}
HydroCAOO 8.00 sin 001304 @ 2006 HydroCAD Software Solutions LLC
Type /I 24-hr 2- Year; 24 hour Rainfal/=2.70"
Page 5
9/18/2007
5ubcatchment 25: Proposed Drainage Area to Pond
Runoff
=
4.64 cfs @ 11.96 hrs, Volume=
0.224 af, Depth= 1.97"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type II 24-hr 2-Year; 24 hour Rainfall=2.70"
Area (sf)
51 ,202
8,159
59,361
8,159
51 ,202
CN Description
98 Impervious Surfaces (Building/Pavement)
61 >75% Grass cover, Good, HSG B
93 Weighted Average
Pervious Area
Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (fUft) (fUsee) (cfs)
2.2 125 0.0100 0.96 Sheet Flow, Roof runoff to curb line
Smooth surfaces n= 0.011 P2= 2.50"
1.9 165 0.0050 1.44 Shallow Concentrated Flow, Flow along curb line
Paved Kv= 20.3 fps
1.3 160 0.0187 2.05 Shallow Concentrated Flow, Grass Swale to Pond - East side
Grassed Waterway Kv= 15.0 fps
5.4 450 Total
2058.0010 Prop Drain
Prepared by {enter your company name here}
HVdroCAO@8.00 sin 001304 @2006 HvdroCAO Software Solutions LLC
Type II 24-hr 2- Year; 24 hour Rainfal/=2.70"
Page 6
9i18/2007
Reach 3R: Drainage to offsite
[40] Hint: Not Described (Outflow=lnflow)
Inflow Area =
Inflow =
Outflow =
3.081 ac, Inflow Depth = 1.42"
3.77 cis @ 11.99 hrs, Volume=
3.77 cis @ 11.99 hrs, Volume=
for 2-Year; 24 hour event
0.366 af
0.366 af, Allen= 0%, Lag= 0.0 min
Routing by Stor-lnd+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
2058.0010 Prop Drain
Prepared by {enter your company name here}
HvdroCAOO 8.00 sin 001304 @2006 HvdroCAD Software Solutions LLC
Type II 24-hr 2- Year; 24 hour Rainfall=2.70"
Page 7
9/18/2007
Pond 4P: Storm pond
Inflow Area =
Inflow =
Outflow =
Primary =
1.363 ac, Inflow Depth = 1.97"
4.64 cfs @ 11.96 hrs, Volume=
1.13cfs@ 12.10hrs, Volume=
1.13cfs@ 12.10hrs, Volume=
for 2-Year; 24 hour event
0.224 af
0.224 af, Atten= 76%, Lag= 8.1 min
0.224 af
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Starting Elev= 901.00' Surf.Area= 9,306 sf Storage= 22,638 cf
Peak Elev= 901.44'@ 12.10 hrs Surf.Area= 10,190 sf Storage= 26,967 cf (4,329 cf above start)
Plug-Flow detention time=(not calculated: initial storage excedes outflow)
Center-of-Mass del. time= 132.9 min (927.8 - 795.0)
Volume Invert Avail.StoraQe StoraQe Description
#1 894.00' 32,951 cf Custom Stage Data (Irregular}..isted below (Recalc)
Elevation Surf.Area Perim. Inc.Store Cum.Store Wel.Area
(feet) (sQ-ftl (feet) (cubic-feet) (cubic-feet) ( sq-ftl
894.00 430 87.0 0 0 430
895.00 919 129.0 659 659 1,160
896.00 1,546 166.0 1,219 1,878 2,041
897.00 2,326 203.0 1,923 3,801 3,143
898.00 3,254 240.0 2,777 6,578 4,466
899.00 4,330 277.0 3,779 10,357 6,010
900.00 5,556 314.0 4,930 15,288 7,775
901.00 9,306 404.0 7,351 22,638 12,930
902.00 11,353 468.0 10,313 32,951 17,392
Device
#1
RoutinQ
Primary
Invert Outlet Devices
901.00' Custom Weir/Orifice, C= 2.62
Head (feet) 0.00 0.25 0.25 1.00
Width (feet) 0.83 0.83 2.00 2.00
Primary OutFlow Max=1.13 cfs@ 12.10 hrs HW=901.44' (Free Discharge)
L1=Custom Weir/Orifice(Weir Controls 1.13 cfs @ 1.90 fps)
2058.0010 Prop Drain
Prepared by {enter your company name here}
HydroCAOO 8.00 sin 001304 @2006 HydroCAD Software Solutions LLC
Type /I 24-hr 2- Year; 24 hour Ralnfal/=2.70"
Page 8
9/18/2007
Pond 5P: Biofiltration area
Inflow Area =
Inflow =
Outflow =
Primary =
1.363 ac, Inflow Depth = 1.97"
1.13cfs@ 12.10hrs, Volume=
1.10cfs@ 12.17hrs, Volume=
1.10cfs@ 12.17hrs, Volume=
for 2-Year; 24 hour eyent
0.224 af
0.210 af, Atten= 3%, Lag= 4.3 min
0.210 af
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 900.60' @ 12.17 hrs Surf.Area= 2,545 sf Storage= 838 cf
Plug-Flow detention time= 74.5 min calculated for 0.210 af (94% of inflow)
Center-of-Mass del. time=24.6 min (952.4 - 927.8)
Volume
#1
Invert
900.00'
Avail.Stora!:le Stora!:le Description
2,002 cf Custom Stage Data (Prismatic}..isted below (Recalc)
Elevation
(feet)
900.00
900.50
901.00
Surf.Area
(sq-ftl
o
2,348
3,310
Inc. Store
( cubic-feet)
o
587
1,415
Cum.Store
(cubic-feet)
o
587
2,002
Device
#1
Routin!:l
Primary
Invert
900.50'
Outlet Devices
10.0' long Sharp-Crested Rectangular Weir2 End Contraction(s)
0.5' Crest Height
Primary OutFlow Max=1.1 0 cfs @ 12.17 hrs HW=900.60' (Free Discharge)
L1=Sharp-Crested Rectangular Weir(Weir Controls 1.10 cfs @ 1.07 fps)
2058.0010 Prop Drain
Prepared by {enter your company name here}
HydroCAOO 8.00 sin 001304 @2006 HydroCAD Sottware Solutions LLC
Type 1/24-hr to-Year; 24 hour Rainfa//=4.tO"
Page 9
9/18/2007
Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+ Trans method - Pond routing by Stor-Ind method
Subcatchment 15: East area and wetland Runoff Area=74,861 st Runoff Depth=2.21"
Flow Length=485' Slope=0.0082 'f' Tc=6.0 min CN=81 Runoff=6.74 cts 0.316 at
Subcatchment 25: Proposed Drainage Area to Pond Runoff Area=59,361 st Runoff Depth=3.32"
Flow Length=450' Tc=5.4 min CN=93 Runoff=7.56 cts 0.377 at
Reach 3R: Drainage to offsite
Intlow=8.24 cts 0.679 at
Oulflow=8.24 cts 0.679 at
Pond 4P: Storm pond
Peak Elev=901.67' Storage=29,350 cf Intlow=7.56 cts 0.377 at
Oulflow=2.56 cfs 0.377 at
Pond 5P: Biofiltration area
Peak Elev=900.68' Storage=1 ,028 ct Intlow=2.56 cts 0.377 at
Outflow=2.49 cfs 0.363 at
Total Runoff Area = 3.081 ac Runoff Volume = 0.693 af Average Runoff Depth = 2.70"
57.55% Pervious Area = 1.773 ac 42.45% Impervious Area = 1.308 ac
2058.0010 Prop Drain
Prepared by {enter your company name here}
HYdroCAOO 8.00 sin 001304 @ 2006 HYdroCAD Software Solutions LLC
Runoff
=
Type 1/24-hr 10-Year; 24 hour Rainfall=4.10"
Page 1 0
9/18/2007
5ubcatchment 15: East area and wetland
6.74 efs @ 11.97 hrs, Volume=
0.316 af, Depth= 2.21"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type II 24-hr 10-Year; 24 hour Rainfall=4.10"
Tc
(min)
6.0
Area (sf)
5,777
24,206
44,878
74,861
69,084
5,777
Length
(feet)
485
CN Description
98 20th Ave and drive entrance pavement
85 Wetland
77 Brush, Poor, HSG C
81 Weighted Average
Pervious Area
Impervious Area
Slope
(tUft)
0.0082
Velocity
(fUsee)
1.36
Capacity Description
(efs)
Shallow Concentrated Flow, Wetland
Grassed Waterway Kv= 15.0 fps
2058.0010 Prop Drain
Prepared by {enter your company name here}
HydroCAOO 8.00 sin 001304 @2006 HydroCAD Software Solutions LLC
Type 1/ 24-hr 10-Year; 24 hour Rainfall=4.10"
Page 11
9/18/2007
5ubcatchment 25: Proposed Drainage Area to Pond
Runoff
=
7.56 cfs @ 11.96 hrs, Volume=
0.377 af, Depth= 3.32"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type II 24-hr 10-Year; 24 hour Rainfall=4.10"
Area (sf)
51,202
8,159
59,361
8,159
51,202
CN Description
98 Impervious Surfaces (Building/Pavement)
61 >75% Grass cover, Good, HSG B
93 Weighted Average
Pervious Area
Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (efs)
2.2 125 0.0100 0.96 Sheet Flow, Roof runoff to curb line
Smooth surfaces n= 0.011 P2= 2.50"
1.9 165 0.0050 1.44 Shallow Concentrated Flow, Flow along curb line
Paved Kv= 20.3 fps
1.3 160 0.0187 2.05 Shallow Concentrated Flow, Grass Swale to Pond - East side
Grassed Waterway Kv= 15.0 fps
5.4 450 Total
2058.0010 Prop Drain
Prepared by {enter your company name here}
HydroCA[)@ 8.00 sin 001304 @ 2006 HydroCAD Software Solutions LLC
Type 1/24-hr 10-Year; 24 hour Rainfal/=4.10"
Page 12
9/18/2007
Reach 3R: Drainage to offsite
[40] Hint: Not Described (Outflow=lnflow)
Inflow Area =
Inflow =
Outflow =
3.081 ac, Inflow Depth = 2.64"
8.24 cfs @ 11.98 hrs, Volume=
8.24 cfs @ 11.98 hrs, Volume=
for 1 0- Year; 24 hour event
0.679 af
0.679 af, Atten= 0%, Lag= 0.0 min
Routing by Stor-lnd+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
2058.0010 Prop Drain
Prepared by {enter your company name here}
HvdroCAD@8.00 sin 001304 @2006 HvdroCAD Software Solutions LLC
Type 1/24-hr to-Year; 24 hour Rainfall~4.tO"
Page 13
9/18/2007
Pond 4P: Storm pond
Inflow Area =
Inflow =
Outflow ~
Primary =
1.363 ac, Inflow Depth = 3.32"
7.56 cfs @ 11.96 hrs, Volume=
2.56 cfs @ 12.07 hrs, Volume=
2.56 cfs @ 12.07 hrs, Volume=
for 10- Year; 24 hour event
0.377 af
0.377 af, AlIen= 66%, Lag= 6.7 min
0.377 af
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Starting Elev= 901.00' Surf.Area= 9,306 sf Storage= 22,638 cf
Peak Elev= 901.67'@ 12.07 hrs Surf.Area= 10,661 sf Storage= 29,350 cf (6,711 cf above start)
Plug-Flow detention time=(not calculated: initial storage excedes outflow)
Center-of-Mass del. time= 108.4 min ( 888.9 - 780.6 )
Volume Invert Avail.StoraQe StoraQe Description
#1 894.00' 32,951 cf Custom Stage Data (Irregular)..isted below (Recalc)
Elevation Surf.Area Perim. Inc.Store Cum.Store Wel.Area
(feet) (sq-ft) (feet) ( cubic-feet) (cubic-feet) (Sq-ft)
894.00 430 87.0 0 0 430
895.00 919 129.0 659 659 1,160
896.00 1,546 166.0 1,219 1,878 2,041
897.00 2,326 203.0 1,923 3,801 3,143
898.00 3,254 240.0 2,777 6,578 4,466
899.00 4,330 277.0 3,779 10,357 6,010
900.00 5,556 314.0 4,930 15,288 7,775
901.00 9,306 404.0 7,351 22,638 12,930
902.00 11,353 468.0 10,313 32,951 17,392
Device
#1
RoutinQ
Primary
Invert Outlet Devices
901.00' Custom Weir/Orifice, C= 2.62
Head (feet) 0.00 0.25 0.25 1.00
Width (feet) 0.83 0.83 2.00 2.00
Primary OutFlow Max=2.55 cfs @ 12.07 hrs HW=901.67' (Free Discharge)
L1=Custom Weir/Orifice (Weir Controls 2.55 cfs @ 2.42 fps)
2058.0010 Prop Drain
Prepared by {enter your company name here}
HvdroCA[)@ 8.00 sin 001304 @ 2006 HvdroCAD Software Solutions LLC
Type 1/ 24-hr 10-Year; 24 hour Rainfal/=4.10"
Page 14
9/18/2007
Pond 5P: Biofiltration area
Inflow Area =
Inflow =
Outflow =
Primary =
1.363 ac, Inflow Depth = 3.32" lor
2.56 cis @ 12.07 hrs, Volume=
2.49 cfs@ 12.12 hrs, Volume=
2.49 cis @ 12.12 hrs, Volume=
10-Year; 24 hour event
0.377 al
0.363 ai, Atten= 3%,
0.363 al
Lag= 2.7 min
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 900.68'@ 12.12 hrs Surf.Area= 2,685 sf Storage= 1,028 cl
Plug-Flow detention time= 50.9 min calculated lor 0.363 al (96% 01 inflow)
Center-ol-Mass del. time= 18.5 min ( 907.5 - 888.9 )
Volume
#1
Invert
900.00'
Avail.Stora!=!e Stora!=!e Description
2,002 cl Custom Stage Data {PrismaticJ-isted below (Recalc)
Elevation
(feet)
900.00
900.50
901.00
Surf.Area
(sq-ft)
o
2,348
3,310
Inc. Store
( cubic-feet)
o
587
1,415
Cum.Store
(cubic-Ieet)
o
587
2,002
Device
#1
Invert Outlet Devices
900.50' 10.0'long Sharp-Crested Rectangular Weir2 End Contraction(s)
0.5' Crest Height
Primary OutFlow Max=2.49 cls@ 12.12 hrs HW=900.68' (Free Discharge)
L1=Sharp-Crested Rectangular Weir(Weir Controls 2.49 cfs @ 1.43 Ips)
Routin!=!
Primary
2058.0010 Prop Drain
Prepared by {enter your company name here}
HydroCAOO 8.00 sin 001304 @ 2006 HydroCAD Software Solutions LLC
Type 1/24-hr100-Year; 24 hour Rainfal/=5.90"
Page 15
9/18/2007
Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+ Trans method Pond routing by Stor-Ind method
5ubcatchment 15: East area and wetland Runoff Area=74,861 sf Runoff Depth=3.79"
Flow Length=485' Slope=0.0082 'I' Tc=6.0 min CN=81 Runoff=11.35 cfs 0.543 af
5ubcatchment 25: Proposed Drainage Area to Pond Runoff Area=59,361 sf Runoff Depth=5.08"
Flow Length=450' Tc=5.4 min CN=93 Runoff=11.25 cfs 0.577 at
Reach 3R: Drainage to offsite
Inflow=14.32 cts 1.107 af
Outflow=14.32 cts 1.107 af
Pond 4P: Storm pond
Peak Elev=901.92' Storage=32,049 ct Inflow=11.25 cfs 0.577 at
Outflow=4.50 cfs 0.577 at
Pond 5P: Biotiltration area
Peak Elev=900.75' Storage=1 ,244 cf Inflow=4.50 cfs 0.577 at
Outflow=4.41 cts 0.564 at
Total Runoff Area = 3.081 ac Runoff Volume = 1.121 at Average Runoff Depth = 4.36"
57.55% Pervious Area = 1.773 ac 42.45% Impervious Area = 1.308 ac
2058.0010 Prop Drain
Prepared by {enter your company name here}
HydroCA[)@ 8.00 sin 001304 @ 2006 HydroCAD Software Solutions LLC
Runoff
=
Type 1/ 24-hr tOO-Year; 24 hour Rainfal/=5.90"
Page 16
9/18/2007
Subcatchment 15: East area and wetland
11.35 cfs @ 11.97 hrs, Volume=
0.543 af, Depth= 3.79"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type II 24-hr 100-Year; 24 hour Rainfall=5.90"
Tc
(min)
6.0
Area (sf)
5,777
24,206
44,878
74,861
69,084
5,777
Length
(feet)
485
eN Description
98 20th Ave and drive entrance pavement
85 Wetland
77 Brush, Poor, HSG C
81 Weighted Average
Pervious Area
Impervious Area
Slope
(ft/fl)
0.0082
Velocity
(ft/sec)
1.36
Capacity Description
(cfs)
Shallow Concentrated Flow, Wetland
Grassed Waterway Kv= 15.0 fps
2058.0010 Prop Drain
Prepared by {enter your company name here}
HYdroCAOO 8.00 sin 001304 @2006 HydroCAD Software Solutions LLC
Type II 24-hr tOO-Year; 24 hour Rainfal/=5.90"
Page 17
9/18/2007
5ubcatchment 25: Proposed Drainage Area to Pond
Runoff
=
11.25 cfs @ 11.96 hrs, Volume=
0.577 af, Depth= 5.08"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Type II 24-hr 100-Year; 24 hour Rainfall=5.90"
Area (sf)
51,202
8,159
59,361
8,159
51,202
CN Description
98 Impervious Surfaces (Building/Pavement)
61 >75% Grass cover, Good, HSG B
93 Weighted Average
Pervious Area
Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (fUft) (fUsee) (cfs)
2.2 125 0.0100 0.96 Sheet Flow, Roof runoff to curb line
Smooth surfaces n= 0.011 P2= 2.50"
1.9 165 0.0050 1.44 Shallow Concentrated Flow, Flow along curb line
Paved Kv= 20.3 fps
1.3 160 0.0187 2.05 Shallow Concentrated Flow, Grass Swale to Pond - East side
Grassed Waterway Kv= 15.0 fps
5.4 450 Total
2058.0010 Prop Drain
Prepared by {enter your company name here}
HvdroCAOO 8.00 sin 001304 @ 2006 HvdroCAD Software Solutions LLC
Type 1/24-hr tOO-Year; 24 hour Ralnfal/=5.90"
Page 18
9/18/2007
Reach 3R: Drainage to offsite
[40] Hint: Not Described (Outflow=lnflow)
Inflow Area =
Inflow =
Outflow =
3.081 ac, Inflow Depth = 4.31"
14.32 cfs @ 11.98 hrs, Volume=
14.32 cfs @ 11.98 hrs, Volume=
for 100-Year; 24 hour event
1.107 af
1.107 af, Allen= 0%, Lag= 0.0 min
Routing by Stor-Ind+ Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
2058.0010 Prop Drain
Prepared by {enter your company name here}
HvdroCA[)@ 8.00 sin 001304 @ 2006 HvdroCAD Software Solutions LLC
Type 1/ 24-hr 100- Year; 24 hour Rainfal/=5.90"
Page 19
9/18/2007
Pond 4P: Storm pond
Inflow Area =
Inflow =
Outflow =
Primary =
1.363 ac, Inflow Depth = 5.08"
11.25 cfs @ 11.96 hrs, Volume=
4.50 cfs @ 12.06 hrs, Volume=
4.50 cfs @ 12.06 hrs, Volume=
for 100-Year; 24 hour event
0.577 af
0.577 af, AlIen= 60%. Lag= 6.0 min
0.577 af
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Starting Elev= 901.00' Surf.Area= 9,306 sf Storage= 22,638 cf
Peak Elev= 901.92'@ 12.06 hrs Surf.Area= 11,182 sf Storage= 32,049 cf (9,410 cf above start)
Plug-Flow detention time= 1 ,002.7 min calculated for 0.058 af (1 0% of inflow)
Center-of-Mass del. time= 92.5 min ( 861.9 - 769.4 )
Volume Invert Avail.Storaqe Storaqe Description
#1 894.00' 32,951 cf Custom Stage Data (IrregularJ-isted below (Recalc)
Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area
(feet) (sq-ft) (feet) ( cubic-feet) (cubic-feet) (sq-ft)
894.00 430 87.0 0 0 430
895.00 919 129.0 659 659 1,160
896.00 1,546 166.0 1,219 1,878 2,041
897.00 2,326 203.0 1,923 3,801 3,143
89800 3,254 240.0 2,777 6,578 4,466
899.00 4,330 277.0 3,779 10,357 6,010
900.00 5,556 314.0 4,930 15,288 7,775
901.00 9,306 404.0 7,351 22,638 12,930
902.00 11,353 468.0 10,313 32,951 17,392
Device Routinq
#1 Primary
Invert Outlet Devices
901.00' Custom Weir/Orifice, C= 2.62
Head (feet) 0.00 0.25 0.25 1.00
Width (feet) 0.83 0.83 2.00 2.00
Primary OutFlow Max=4.50 cfs @ 12.06 hrs HW=901.92' (Free Discharge)
L1=Custom Weir/Orifice (Weir Controls 4.50 cfs @2.91 fps)
2058.0010 Prop Drain
Prepared by {enter your company name here}
HYdroCAD@ 8.00 sin 001304 @ 2006 HydroCAD Software Solutions LLC
Type /I 24-hr tOO-Year; 24 hour Rainfal/=5.90"
Page 20
9118/2007
Pond 5P: Biofiltration area
Inflow Area =
Inflow =
Outflow =
Primary =
1.363 ac, Inflow Depth = 5.08"
4.50 cfs @ 12.06 hrs, Volume=
4.41 cfs @ 12.10 hrs, Volume=
4.41 cfs@ 12.10 hrs, Volume=
for 100-Year; 24 hour event
0.577 af
0.564 af, Atten= 2%, Lag= 2.1 min
0.564 af
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs
Peak Elev= 900.75'@ 12.10 hrs Surf.Area= 2,835 sf Storage= 1,244 cf
Plug-Flow detention time= 37.8 min calculated for 0.564 af (98% of inflow)
Center-of-Mass del. time= 15.0 min ( 876.9 - 861.9 )
Volume
#1
Invert
900.00'
Avail.Storaqe Storaqe Description
2,002 cf Custom Stage Data (Prismatic)-isted below (Recalc)
Elevation
(feet)
900.00
900.50
901.00
Surf.Area
(sq-ft)
o
2,348
3,310
Inc.Store
(cubic-feet)
o
587
1,415
Cum.Store
(cubic-feet)
o
587
2,002
Device
#1
Routinq
Primary
Invert Outlet Devices
900.50' 10.0' long Sharp-Crested Rectangular Weir2 End Contraction(s)
0.5' Crest Height
Primary OutFlow Max=4.40 cfs@ 12.10 hrs HW=900.75' (Free Discharge)
L1=Sharp-Crested Rectangular Weir(Weir Controls 4.40 cfs @ 1.75 fps)
DRAINAGE MAPS
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PROPOSED TEN FT. CONTOURS ~
PROP. NORI,J,.,L WrR, CONTOUR -NIIt-
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NOTE: ~RIFY r/RE SERViCE LOCA TlONS AND SIZES ~ml CITY FIRE MA.I?SHALL.
NOTE:; SOD ALL DISTURBED DRAINAGE ,.lREAS, INCLUDING SWALES. AROUND STORM
SEWER FLARED END SF;CTlONS AND OFF STREU CATCH BASINS.
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NOTE.- THE CITY'S PUBLIC WORKS DEPARTMENT Musr BE CONTACTED
FOR INSPECnON OF ALL UnLlTY WORK PERFORMED.
NOTE: SPOT ELEVATIONS AT CUTTERUNE OR AT BOTTOM OF EXPOSfD
STOEWALK FACE UNLESS OmERmSE NOTED_
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SHEET INDEX
c.J. , GRADING PlAN
C2 DOST/NG ~T1ONS
C4., DETAIL SHErr
C5.1 SMPPP PI.AN
C5.2 SM'PPP NOTCS
TRASH GUARD
2052 C. Y. _ PROPOSED FLOOD PLAIN VOLUME BELOW 904
20J9 C. Y. .. EXISTING FLOOD PLAIN OIOLUME BnOW 904
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763.780.4100 n5.381.1150 763.689.4CH-2
_ www.ptrs9-sng.com-_
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9'2707
DESCRIPTION OF CHANGES
RCWC CQW,I[NTS DATED 1l'10107
iNF:\V LAYOJT
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''''
SHEETS REVISED
(:31
ALL SHEErs
C3.1
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SCALE IN FEET
I INCH.. JO FEET (22" J( J<I- . SHEET)
I INCH = 60 nET (11- i 17" SHEET)
CfTY""
ARC BtJII1JERS, INC.
CENTERVIl1E
r".J(}'
_PLAN
5~-07
ARCHITECTS
H~E"L.E" ARCHITECTS L.L.C
12445 55T1' ElTREET
SUIT Ii: A
L.AK.E EL.MO. loiN 55042
PHONE 651-351-1750
FAX 651-430-0180
WWW.HAFARCHITECT5.COM
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MICHAEL. HOEFL.ER
24210
07-067
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18&0 Mairr Street, Ctnteroi[{e, 9d:N 55038
6.5 1--429-J232 or 'Fa..{. 6.51-429-8629
'Esta61isfied 18S7
CITY OF CENTERVILLE
APPLICA nON FOR SUBDIVISIONIZONING APPLICA nON
SUBDMSION/ZONING APP:
FEE: $200.00 + $lOO.oolLot ($40000)
DATEPAID: o.k.l J~~
REZONING:
STREETLOCATIONOFPROPERTy:!5'i35 biD IS'l!?: SeRE:.l... S'TRE.E\
LEGAL DESCRIPTION OF PROPERTY: A"AC.\-\.,::'t'\
SIZE OF PARCEL(S):
PROPERTY OWNER: )...lo"it) \-It\N~~J PHONE#: l:,~\-4'2.<:::t - 51-\"3\
FEE OWNER: .l-..lo"iu t\f\ ~<;'CN
ADDRESS: \<;)~ ~N?'E.L
APPLICANT'S INTEREST IN PROPERTY:
V FEE OWNER CONTRACT PURCHASER
LEASE HOLDER OPTION TO PURCHASE
DESCRIPTION OF REQUEST, ~'i)..!;)~I\~ ltn"')...\ NE s~ \).\1\\ ~6Lt\.
h.cl'S (~I\R~I.:5 fl.. ~'Bd lil1\1_ ElSlul\\... Lt\-\'-E ","00\ ~Ro)IT~t..
!>..Nt> \::.<QUl=\L a'\lERfI.\..L ~(Sru.l\-Rt 'F'c:c,"\f\E>l::::~
REASON FOR REQUEST: \' 0 ~\J E,h -01.\, \-c:.l V 1'\~U.~b !\ Nu
'Bt::H1:.. ~ ,~ .
By paying the above stated fee, I understand !balno refunds will be issued in full or in part, at any time,
even if the outcome is denial.
~ "2c;)..P'vl
Signature of Applicant
q,1c.~ltJl
Date
~..-
Stf 2 1 Z007
'SK.'1:: ~).e~
Signature of Property Owner
J~
s: R'\Q<;
M.AA"",\-\~\.L
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CENTE'-RVILLE, MN
r' 0.0......0....0..0...00..0.........0..00..00.00...0........................ ....................0..00.. 0.... 0... 0 0.0.0....0....0.0.. 0... 0 0 0........0.............. ....................................... ............... .... ...... .... 0............. ....... ...... .................. ... ......................... .......... ....... ........ n...'.,',
LEGAL DESCRIPTION OF PROPERTY TO BE PLATTED
/
L
Lots 7, 05 and that part or Lot 9. Block 12. lying west or the east 120 reet;
Lot 5 and that part of Lots 4 and 6, Block 1), lying east of the west 20 feet;
that part of the vacated 2ND Street lyIng southerly or a line drawn from the northwest
corner of Block 12 to the northeast corner or Block 13 and north of a lIne drawn from the
the southwest corner of Lot 9, Block 12, to the southeast corner or Lot4, Block 13j
All In the piat or CENTERVILLE. Anoka County. Minnesota,
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CITY OF CENTERVILLE
PLANNING AND ZONING COMMISSION
September 4, 2007
Pursuant to due call and notice thereot; the Planning and Zoning Commission held its regularly
scheduled meeting on September 4, 2007, at 6:30 p.m.
PRESENT:
Chair Brian Hanson
Commissioner Ben Fehrenbacher @]
g~::::::~~:~ ~~~;:ngel1 N1@^ r;:..rQ)rQ)r?@W@ 0
Commissioner Thomas Wood U\.l 1) ~Lf'Lf'U.
Vice-Chair Jennefer Klennert-Hunt
ABSENT:
COUNCll.,:
Council Member Broussard
STAFF:
City Administrator Dallas Larson
L CALL TO ORDER
Chair Hanson called the meeting to order at 6:31 p.m.
RollCall
II. APPEARANCESIPRESENTATION(S)
None
IlL PUBLIC HEARING(S)
1. Reauest for Conditional Use Permit (Bennett & Koch ConstructionfLake Area
Utilities) - 6995 - 20th Avenue South
Mr. Will Lessard, 6995 20th Avenue, stated that he had a perspective tenant interested in
renting his property to operate a warehouse and store vehicles and trailers associated with
operating a construction business.
City Administrator Larson asked if the property behind this area would be part of the
lease.
Mr. Lessard replied that it would not be part of the leased property.
Chair Hanson opened the public hearing at 6:36 p.m.
Page 1 of3
City of CentaVille
Planning and Zoning COnlllliJsion
Septemre-4,2oo?
City of CentaVille
l'\lmnin% and Zoning Cnmmi..'lion
Seplemre- 4, 2oo?
Commissioner Fehrenbacher questioned Mr. Lessard concerning building a privacy
fence.
City Administrator Larson stated that the City has the right to state the appropriate
standards that protect the community; therefore, paving and screening could be required.
Commissioner Wood commented that he was one ofthe adjoining properties and asked if
other equipment would be stored on the property.
Mr. Lessard replied that it would be a case of unloading equipment and moving it into the
building during normal business hours.
Chair Hanson questioned if the building would be used for vehicle maintenance.
Mr. Lessard replied that the shop is equipped with an oil separating system and he
assumed minimal maintenance would occur in the building.
Mrs. Susan Love, 1953 Eagle Trail, commented that the previous tenant o~ the property
created a junkyard in her back yard. She requested that a berm or other barrier be created
between the business and what they look at every day.
Commissioner Love questioned whether an agreement on specific business bours would
exist.
Councilmember Broussard commented that if a CUP is issued and the tenant did not
follow the conditions, the property owner has leverage to evict the tenant.
City Administrator Larson commented that the City controls the enforcement and could
take action to impose the permit conditions.
Motion bv Commissioner Love. seconded bv Commissioner Wood. to close the
Public Bean.1! at 6:~ o.m. All Jg favor. Motion car~ un.oimouwlv.
Chair Hanson commented that he would like to see a privacy fence or screening and
cleanup of the property.
Council member Broussard recommended that the CUP clearly state the hours of
operation.
Chair Hanson questioned whether combustibles would be stored in the building.
City Administrator Larson stated that the Fire Marsha! :",ould detc:mune the requirements
to be met, depending upon what is being stored, quantltles, and heIght.
Commissioner pangell requested information on the other tenants on the property.
Mr. Lessard identified the other tenants and the business each operated.
Commissioner Wood questioned if the proposed tenant would adjust hours of operation
on the weekends.
Discussion ensued.
Motion bv Commissioner Panl!ell. seconded bv Fehrenbacher. to aDDrove a
CoDditiuntl Use Permit for Bennett lit Koch Constmction/Lake Area Utllities lit
6995 - 20 Avenue South subiect to terms and conditions as discussed and as
""'JIiI~ on the writtea "1I"19<11nlls and Recommendation.. attached. AU in favor.
Motion carried unanimouslv.
IV. OLD BUSINESS
1.
Site Plan Review - Multi-Web Processing (Stone Construction)
Mr. Lessard replied that this company did not work weekends.
Discussion ensued.
Chair Hanson inquired about paving the area.
Mr. Lessard replied that paving is cost prohibitive. He commented that the minimal
access into and out of the property did not justify paving the area.
Commissioner Love inquired about landscaping plans.
Mr. Lessard replied that screening such as a privacy fence was considered.
Chair Hanson asked if all debris from previous tenant bad been removed.
Mr. Eric Bladholm, Stone Construction, provided updated site plans and discussed the
same.
Mrs. Jennifer Anderson, 1965 Center Street, requested that an eight-foot cedar privacy
fence be built. She stated she would like some of the trees saved also.
Mr. Bladholm agreed to provide appropriate landscaping and a privacy fence.
Mr. Lessard replied that there are a few items left to clean up.
Page 3 of6
Page 2 of6
City of Centerville
Plaming and Zonins COIDIIliBsion
September 4, 2007
Commissioner Love stated that the buildings look like those in llll industrial district rather
than a commercial zone.
Consensus reached to require the building design fit into a commercial district.
Discussion ensued.
The Planning and Zoning Commission recommended that Stone Construction come back
with a plan with the recommended changes to include the roofline, entrance, fencing,
landscaping, road improvements, lighting, windows, and verification of the property
dimension.
City Administrator Larson requested that Mr. Bladholm submit the new site plan to him
for review and comments to make sure nothing has been missed. He stated that he would
send this to the Commissioners for review also to speed up the process.
2. Site Plan Review - Mr. Grell; Watson Construction Design/Build (Davcare
Facility at 6907 20th Avenue South
Mr. Greg Watson, 6907 20th Avenue South, presented the site plan and described the
project details. He commented that a conditional approval was received from the Rice
Creek Watershed District. He reported that he is working with Anoka County on the
driveway location.
Discussion ensued.
Council member Broussard pointed out that this is a unique opportunity to share ideas on
the looks of this building and the building being built by Stone Construction.
Consensuses reached to require Mr. Watson bring back a site plan with the recommended
changes to the roof, softening of the exterior, and a balanced appearance.
Commissioner Love questioned whether it would be appropriate to look at changing the
building requirements in the code so builders have an idea of the standards.
City Administrator Larson replied that would be a good idea.
J. Review Tax Increment Financing Plan for Kendall Howard Proiect
City Administrator Larson explained that the Minnesota law requires this be reviewed by
the Planning Commission to determine if the proposal meets the comprehensive plan. He
stated the belief is that the Kendall Howard project would qualify for grants and other
funding; given that, the TIF amount would decrease. Discussion ensued.
Page 4 of6
city ofCentaVille
Planning and Zoning Commission
Septembto: 4, 2007
~oti~ bv Commj,s.siener Fehrenbacher. seconded bY Commbsiener Love. tIJat the
Kendall Howard Proiect conforms to the Comorehensive Plan and Zonio!!. All in
favor. Mtti~1l1 carried u~Il"I_Mlv.
4. Review Second Draft of Goals and Policies fComorehensivePlan)
Discussion ensued.
Consensus reached on updates and wording in the draft of the Comprehensive Plan goals
and policies.
V. NEW BUSINESS
1. Mr. Brent Meyer. Interim Use Permit Reauest - Alliance Drywall. Inc. at 6716
CenterviUe Road
Mr. Brent Meyer addressed his needs and the reason for the Interim Use Permit request.
He stated the business is smaIl with the typical equipment and two staff. He pointed out
the location on a site map.
Discussion ensued.
Councilmember Broussard recommended discussing this with the City Attorney.
Consensus reached that approving this would create a spot zone situation that could set
precedence for other properties.
Consensus reached to defer this item until feedback is received from the City Attorney.
2. Fence Permit - Mr. Kevin Amundsen. 1782 Peltier Lake Drive
Mr. Amundsen reported that he would like to build a six-foot privacy fence in his front
yard. He distributed photos of his property and examples of other fences in the City. He
commented that his neighbor is in fhvor of this fence.
Discussion ensued.
Consensus reached to readdress the fence ordinance.
VL DISCUSSION ITEMS
None
VII. CONSIDERA nON OF MINUTES
Page S of6
City of Centerville
P1aoning and Zonin& COIII1Ilission
September 4, 2007
1. 1\!Jgust 7. 2007 Planning IInd Zoning Meeting Minutes
Motion bv Commissioner Fehrenbacher. seconded bv Commissioner Love. to
aq~rove the minutes !If AWlUst 1,,1007 as presented. Vote: r\ves 4, ~avs O. Abstaip
1. (Commissioner Wood). Motion carried.
vm. PLANNING AND ZONING COMMISSION MEETING ADJOURNMENT
Motion bv Wood. seconded bv Commissioner Pan2ell. to adiourn the Sentember 4.
2007 P1annq,1 ComqJlssion Meetin at 10:24 n.m. AD in favor. Motion t!arri~
unanimouslv.
Transcribed by:
Dianna Wise, Recording Secretary
TimeSaver Off Site Secretarial, Inc.
Page 6 of6
tervir{e
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651-429-3232 "'''''''' 651-429-8629
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The Plaming & Zoning Commission met on Septembec 4, 2007, to hold 8 public bllIring
to consider . request of BllIIDdt & Koch Construction, ILC and property owner Will
Lessard to operIIe 8 constrUCIion business at 6995 2rJ- Avenue South.
The neighboring property ownm within 350 feet were mailed noti<:e of bearing aod the
notice was published in the official paper. Comments ftom interested persons were
considered in making these findings.
Findings:
1) The applicants proposed business qualifies as 8 conditiooal use in the B-1 zoning
district.
2) The Cnmmi.,ion identified adverse impaas that can be mitigated by including
additional conditions for 8 permit.
FINDINGS AND RECOMMENDATION:.
The P1annillg & Zoning Commission recommends that tbe conditional use permit be
granted, finding specifically that the applicant can satisfY reasonable conditions that will
mitigate the lIdverse impacts of approvins the project and the conditional use permit. The
recommended form ofpermit is a~ for consideratioD by the City Council
011III LanoII, AdminiIttatDr
~