|
eir
<br />FAT£
<br />r y a
<br />7.
<br />-yrti 1 t
<br />"'lir
<br />%
<br />EXISTING DRAINAGE AREAS
<br />10 -YR STORM (4.11
<br />RUNOFF (CFS)
<br />100 -YR STORM (5.90-)
<br />RUNOFF (GS)
<br />7�
<br />INPERWOUS AREA PERVIOUS AREA TOTAL AREA
<br />C OUT (CFS) STORM EVENT
<br />DRAINAGE AREA
<br />(ACNES)
<br />(ACRES, (ACRES)
<br />2 -YEAR 10 -YEAR IOD -YEAR
<br />ROUTING
<br />0.28
<br />A
<br />1.02
<br />{2.79 (4.167
<br />(7.15
<br />NWT_
<br />1
<br />0,07
<br />0.4" 095
<br />0.97 1 190
<br />3.79
<br />TO PARKING LOT STORM SEWER
<br />2
<br />0.00
<br />0.31 0.31
<br />0.51 1.01
<br />2.20
<br />TC RESIDENTIAL SW
<br />3
<br />0.01
<br />0.03 0.04
<br />0.o8 o i5
<br />0.31
<br />TO NW HWY 8 BLVD.
<br />TOTAL
<br />O.D7
<br />092 0.90
<br />1.54 2.96 1
<br />6.30
<br />0.19
<br />eir
<br />FAT£
<br />r y a
<br />7.
<br />-yrti 1 t
<br />"'lir
<br />%
<br />r
<br />10 -YR STORM (4.11
<br />RUNOFF (CFS)
<br />100 -YR STORM (5.90-)
<br />RUNOFF (GS)
<br />7�
<br />1
<br />2_
<br />(2.79')
<br />G OUT (CFS) STORM EVENT
<br />_YEAR 100- R ROUTING
<br />4.16") (7.15
<br />NJ
<br />O.D3
<br />0.09
<br />0,11
<br />0.28
<br />A
<br />1.02
<br />TO RAIN GARDEN I
<br />eir
<br />FAT£
<br />r y a
<br />7.
<br />-yrti 1 t
<br />ABBREVIATIONS
<br />PROPOSED DRAINAGE AREAS
<br />10 -YR STORM (4.11
<br />RUNOFF (CFS)
<br />100 -YR STORM (5.90-)
<br />RUNOFF (GS)
<br />DRAINAGE AREA
<br />1
<br />2_
<br />(2.79')
<br />G OUT (CFS) STORM EVENT
<br />_YEAR 100- R ROUTING
<br />4.16") (7.15
<br />NJ
<br />O.D3
<br />0.09
<br />0,11
<br />0.28
<br />0.51
<br />1.02
<br />TO RAIN GARDEN I
<br />RAN GARDEN 1
<br />STORMWATER RUNOFF SUMMARY
<br />ABBREVIATIONS
<br />PROPOSED DRAINAGE AREAS
<br />10 -YR STORM (4.11
<br />RUNOFF (CFS)
<br />100 -YR STORM (5.90-)
<br />RUNOFF (GS)
<br />DRAINAGE AREA
<br />IMPERVIOUS AREA PERVIOUS iREA TOTAL AREA
<br />(ACRES) (ACRES) (ACRES)
<br />2_
<br />(2.79')
<br />G OUT (CFS) STORM EVENT
<br />_YEAR 100- R ROUTING
<br />4.16") (7.15
<br />I
<br />O.D3
<br />0.09
<br />0,11
<br />0.28
<br />0.51
<br />1.02
<br />TO RAIN GARDEN I
<br />RAN GARDEN 1
<br />NWT_
<br />FCgh Wutar Laws
<br />INV
<br />0.10
<br />0.42
<br />0.93
<br />TO STORM SEWER
<br />2
<br />0.D4
<br />0.07
<br />0.10
<br />DAD
<br />0.52
<br />1,02
<br />TO RAIN GARDEN 2
<br />MAIN GARDEN 2
<br />NWL
<br />Nmrnul Wnler Level
<br />PVC
<br />OA2
<br />0.20
<br />0.99
<br />TO STORM SEWER
<br />J
<br />0.19
<br />0.15
<br />0.33
<br />1.07
<br />1,75
<br />3.29
<br />TO RAIN GARDEN 3
<br />HAITI GARDEN 3
<br />C.
<br />0.22
<br />2.55
<br />TO STORM SEWER
<br />4
<br />0.23
<br />0-00.27
<br />1.11
<br />1.7D
<br />3.00
<br />TD PARKING LOT STORM SEWER
<br />5
<br />0.01
<br />093
<br />0.04
<br />C.Oa
<br />DA5
<br />0.31
<br />TO NW TWa BLVD.
<br />6
<br />0.00
<br />0.05
<br />0.05
<br />GAU
<br />0.20
<br />0.43
<br />TO RESIDENTIAL SW
<br />TOTAL
<br />0.49
<br />0.42
<br />0.90
<br />1.45
<br />2.39
<br />8.11
<br />STORMWATER RUNOFF SUMMARY
<br />ABBREVIATIONS
<br />2 -YR STORM (2.75^
<br />RUNOFF (CES)
<br />10 -YR STORM (4.11
<br />RUNOFF (CFS)
<br />100 -YR STORM (5.90-)
<br />RUNOFF (GS)
<br />DOSTING SITE 1.54
<br />2.96
<br />6.30
<br />PROPOSED SITE 1.45
<br />2.89
<br />6.11
<br />MINIMUM ESTIMATED QUANTITIES FOR EROSION
<br />1 +! 1'Yy' ♦lgne- H CONTROL
<br />NEM DESCRIPTION ESfI1MTED QUANTITY
<br />ORNWIGE STRICT. NLEF FILTER 5 EACH
<br />RIO[ LDNSTRIY_n7N ENTRANCE 1 EACH
<br />CONCRETE WASHOUT 1 EACH
<br />PERIMETER EROSION CONTROL 434 LF
<br />EROSION CDNTROw ®AIV10.f )IX SY
<br />- NOTE OUANTIfEIS SHOWN ARE THE MINIMUM REOUIRED,
<br />ADDITIONAL QUANTITIES MAY BE NEEDED IF REWIRED BY
<br />HUGO VICINITY MAP THE MPCA, WA`CRSHCO IXSTRICT, OR CITY. CONTILACTCR
<br />IS RESPWISIB..E FOR Fl?lAL DETERMINATION OF
<br />k OtWMnES PRIOR TO CONSTRLCTGN.
<br />INSPECTIONS
<br />EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS
<br />AND WITHIN 1-4 HOURS FOLLOWING A 1/2 INCH
<br />OVER 24 HOURS RAIN EVENT.
<br />STABILIZED AREAS: ONCE EVERY 30 DAYS,
<br />FROZENGROUND: AS SOON AS RUNOFF
<br />OCCURS OR PRIOR TO RESUMING
<br />COMLSTRUCTION,
<br />FINAL STABILIZ"TION
<br />ZTApLRAMON BY UNIFORM PERENNIAL
<br />VEGEfATI.E CO.ER (70% DENSITY)
<br />DMUNAGE DITCHES STABILIZED.
<br />ALL TEMPORARY SYNTHETIC ANO STRUCTURAL
<br />BLIP'S REMOVED.
<br />CLEAN OUT SEDhanm• FROM CONVEYANCES AND
<br />SEDIMENTATION BASINS (RETURN TO DESIGN
<br />CAPACITY).
<br />1. LANG TERN MAINTENANCE Or THE SITE
<br />WILL BE PERFORMED BY THE OWNER.
<br />INCLUDED MAINTENANCE FOR STORMWATER
<br />DEVISES SNN.L BE-
<br />I.I.
<br />INSPECT RAIN GUARDIAN ON A
<br />BIANNUAL BASIS, ONCE IN THE SPRING
<br />AND ONCE IN THE FALL
<br />1.2. CLEAN RAIN GUARDIAN OF SEDIMENT
<br />AND DEBRIS ANNUALLY OR WHEN
<br />SEDIMENTS FILL I OF THE STORAGE
<br />VOLUME,
<br />POLLUTION PREVENTION
<br />LIANAGEMENT MEASURES
<br />SOLID WASTE DISPOSED PROPERLY; COMPLY
<br />WITH MPGA REQUIREMENTS.
<br />RAZARODUS WASTE STORED (SECONDARY
<br />CONTAINMENT. RESTRICTED ACCESS) AND
<br />DISPOSED IN COMPLIANCE WITH MPCA
<br />REQUIREMENTS.
<br />DMW40L WASHING OF TRICK,; AND OTHER
<br />CONSTRUCTION VEHICLES MUST BE LIMITED TO
<br />A DEFINED AREA OF THE SCE. RUNDFF MUST
<br />BE CONTAINED AND WASTE PROPERLY DISPOSED.
<br />NO ENGINE DEGREASING ALLOWED ON-STfE.
<br />CONCREI WA410Uf ON-SITE: ALL LIQUID AND
<br />SOLID WASTES GENERATED BY CONCRETE
<br />WASHOUT OPERATIONS MUST BE CONTANED IN
<br />A LEAK -PROOF CORTAINME T FACILITY OR
<br />IMPERMEABLE LINER. A COMPACTED CLAY LINER
<br />THAT DOES NOT ALLOW LIQUIDS TO ENTER
<br />GROUND WATER IS CONSIDERED AN
<br />IMPERMEABLE UNER. THE LIQUID AND SOUD
<br />WASTES MUST NOT CONTACT THE GROUND, AND
<br />THERE MUST NOF BE RUNOFF FROM THE
<br />CONCRETE WASHOUT OPERATIONS OR
<br />A
<br />RR
<br />A
<br />S
<br />LQIAO AND SOLD WASTES MUST BE DISPOSED
<br />or PROPERLY AND IN COMPLIANCE WITH MPCA
<br />REGULATION& A SIGN MUST BE INSTALLED
<br />ADJACENT TO FAKIR WASHOUT FACILITY TO
<br />INFORM CONCRETE EQUIPMENT OPERATORS TO
<br />UTIU2E THE PROPER FACLTIES. THE CONCRETE
<br />wASHOJT AREA INDICATED ON THE PLANS IS
<br />SHOWN IN AN APPROXIMATE LOCATION. PRIOR
<br />TO THE START OF CONSTRUCTION, THE
<br />OONTRALTCR SHALL DETERMINE THE EXACT
<br />LOCATION IN ACCORDANCE WITH MPGA
<br />REQUIREMENTS.
<br />N
<br />1
<br />1
<br />I
<br />I
<br />40' 20' 0 40' 80'
<br />SCALE 11 . 40.
<br />CONSTRUCTION ACTMTY EROSION
<br />P P
<br />CONTRACTOR SRNs STAS!UZE ALL EXPOSED
<br />SOL MFRS (INCLUDING STOCKPILES).
<br />STABILIZATION MUST BE INITIATED IMMEDIATELY
<br />TO LIMB SOIL EROSION WHENEVER ANY
<br />CCNSIRVI ACTIVITY HAS PERMANENTLY OR
<br />TEMPORARILY CEASED ON AN, PORTION OF THE
<br />SITE AND WILL NOT RESUME FOR A PEROO
<br />EXCEEDING 14 CALENDAR DRYS. STABILIZATION
<br />MUST BE COMPLETED NO LATER THAN 14
<br />CALENDAR DAYS AFTER THE CONSTRUCTION
<br />ACTIVITY IN THAT PORTION OF THE SITE HAS
<br />TEMPORARILY OR PERMANENTLY CEASED.
<br />FOR PUBUC WATER THAT THE DNR HAS
<br />PROMULGATED 'WORK IN WATER RESTRICT1DN5"
<br />DURING SPECIFIED FISH SPAWNING TIME
<br />FRAMES, ALL EXPOSED SOIL AREAS THAT ARE
<br />WITHIN 200 FEET OF THE WATERS EDGE, AND
<br />DRAIN TO THESE WATERS MUST COMPLETE THE
<br />STASIUZATON ACTIVES WITHIN 24 HOURS
<br />OURNG THE RESIRICTION PERIOD.
<br />PIPE OUTLETS MOIST BE PROVIDED WITH
<br />TEMPORARY OR PERMANENT ENERGY DISSIPATION
<br />WITHIN 24 -HOURS AFTER OONNECrKON TO A
<br />SURFACE wATFR.
<br />SEDIMENT CONTROL MEASURES MUST BE
<br />INSTALLED ON ALL DOWN GRADIENT PERIMETERS
<br />BEFORE ANY UPGRADIENT LAID DISTURBING
<br />ACTIVITIES BEGIN.
<br />eFroMFM ND EROSION CONTROL
<br />MAINTENANCE
<br />PERIMETER SEDIMENT CONTROL PRACTICES:
<br />WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF
<br />THE BMP, THE SEDIMENT MUST 19E REMOVED
<br />WTHIN 24 HOURS. IF PERIMETER SEDIMENT
<br />CONTROL HAS BEEN DAMAGED OR IS NOT
<br />FUNCnoI PROPERLY, T MUST BE REPAIRED
<br />AND/OR REPLACED WITHIN 24 HOURS.
<br />PERIMETER BNP MEASURES MAY INCLUDE SILT
<br />FENDING.
<br />[ONSrauCTION SITE VEHICLE EXT LOCATIONS:
<br />ALL TRACKED SEDIMENT ONTO PAVED SURFACES
<br />MUST BE REMOVED WITHIN 24 HOURS OF
<br />DISCOVERY OR MORE FREQUENTLY IF REQUIRED
<br />BY CITY OR WATERSHED,
<br />CONSTRUCTION SITE DEWATERING,
<br />THE CONTRACTOR SKILL BE RESPONSIBLE FOR
<br />OBTAINING ALL DEVWATERWG PERMITS. DISCHARGE
<br />FROM ALL DENATERING OPERATIONS SHALL BE
<br />DIRECTED TO ON-SITE DEPRESSIONS, NO
<br />DISCHARGE FROM DEWATERING OPERATIONS
<br />SHALLBE DIRECTED OFF-SITE TOWARDS A
<br />WATER Or THE STATE.
<br />AGENCY CONTACTS
<br />CITY OF HL'GC
<br />ENGINEERING DEPARTMENT
<br />PHONE: (851) 762-6300
<br />MINNESOTA POLLUTION CONTROL AGENCY
<br />PHONE: (651) 296-6300
<br />RICE CREEK WATERSHED DISTRICT
<br />PHI (763) 39B-3070
<br />RIWE
<br />THE am
<br />QNOAT
<br />ARCHITECTS
<br />212 Third Avg N Sults 460
<br />Minneapolis, MN 55401
<br />www.foundetionarcll.cont
<br />p. 612.340.5430
<br />f. 612340.5431
<br />__ 9T30Btow"BoRewd
<br />BKBM -I- Warm �`W�
<br />"""a'
<br />"Io ecu" WSAa80
<br />6M911®0-0, Pea: 0"84SOM
<br />owemblilm-
<br />lli M1rvwd b a• be,u� a �� eel b W p4ea d �r
<br />Di7resa or eq vt M rrN s qee �_. eWe rrev sour
<br />I certify drat this plan, specification. or
<br />report was prepared by me or War
<br />my direct supervision and that I am a
<br />duly Licensed Professional EF4r ser
<br />Under the laws of t11e state of Minnesota
<br />Joel W. Mader
<br />Date 06-242016 Reg. No, 191al
<br />ABBREVIATIONS
<br />DLDG
<br />au ng
<br />BLP
<br />Beet MonogemeM Practice
<br />BW
<br />BoBom of Wall
<br />QU
<br />Cotah Bonin
<br />CONIC
<br />Conerele
<br />EEV
<br />Eawnon
<br />EK
<br />Edsting
<br />FIFE
<br />Fnlehed Floor Eleao6en
<br />NWT_
<br />FCgh Wutar Laws
<br />INV
<br />Invert
<br />MAX
<br />Mmdmurn
<br />MH
<br />Mar4+Me
<br />MINMinimum
<br />'101
<br />MPGA
<br />oto %II.Iion Control
<br />Agency
<br />fir%%
<br />NotII PollYWrrt IN -h -g.
<br />NPOES
<br />Eminelien SYatem
<br />NWL
<br />Nmrnul Wnler Level
<br />PVC
<br />Pd7virryl Chloride
<br />RCP
<br />Reinforced Concrete Pipe
<br />TW
<br />Top of Wall
<br />w.O,
<br />Washout
<br />INSPECTIONS
<br />EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS
<br />AND WITHIN 1-4 HOURS FOLLOWING A 1/2 INCH
<br />OVER 24 HOURS RAIN EVENT.
<br />STABILIZED AREAS: ONCE EVERY 30 DAYS,
<br />FROZENGROUND: AS SOON AS RUNOFF
<br />OCCURS OR PRIOR TO RESUMING
<br />COMLSTRUCTION,
<br />FINAL STABILIZ"TION
<br />ZTApLRAMON BY UNIFORM PERENNIAL
<br />VEGEfATI.E CO.ER (70% DENSITY)
<br />DMUNAGE DITCHES STABILIZED.
<br />ALL TEMPORARY SYNTHETIC ANO STRUCTURAL
<br />BLIP'S REMOVED.
<br />CLEAN OUT SEDhanm• FROM CONVEYANCES AND
<br />SEDIMENTATION BASINS (RETURN TO DESIGN
<br />CAPACITY).
<br />1. LANG TERN MAINTENANCE Or THE SITE
<br />WILL BE PERFORMED BY THE OWNER.
<br />INCLUDED MAINTENANCE FOR STORMWATER
<br />DEVISES SNN.L BE-
<br />I.I.
<br />INSPECT RAIN GUARDIAN ON A
<br />BIANNUAL BASIS, ONCE IN THE SPRING
<br />AND ONCE IN THE FALL
<br />1.2. CLEAN RAIN GUARDIAN OF SEDIMENT
<br />AND DEBRIS ANNUALLY OR WHEN
<br />SEDIMENTS FILL I OF THE STORAGE
<br />VOLUME,
<br />POLLUTION PREVENTION
<br />LIANAGEMENT MEASURES
<br />SOLID WASTE DISPOSED PROPERLY; COMPLY
<br />WITH MPGA REQUIREMENTS.
<br />RAZARODUS WASTE STORED (SECONDARY
<br />CONTAINMENT. RESTRICTED ACCESS) AND
<br />DISPOSED IN COMPLIANCE WITH MPCA
<br />REQUIREMENTS.
<br />DMW40L WASHING OF TRICK,; AND OTHER
<br />CONSTRUCTION VEHICLES MUST BE LIMITED TO
<br />A DEFINED AREA OF THE SCE. RUNDFF MUST
<br />BE CONTAINED AND WASTE PROPERLY DISPOSED.
<br />NO ENGINE DEGREASING ALLOWED ON-STfE.
<br />CONCREI WA410Uf ON-SITE: ALL LIQUID AND
<br />SOLID WASTES GENERATED BY CONCRETE
<br />WASHOUT OPERATIONS MUST BE CONTANED IN
<br />A LEAK -PROOF CORTAINME T FACILITY OR
<br />IMPERMEABLE LINER. A COMPACTED CLAY LINER
<br />THAT DOES NOT ALLOW LIQUIDS TO ENTER
<br />GROUND WATER IS CONSIDERED AN
<br />IMPERMEABLE UNER. THE LIQUID AND SOUD
<br />WASTES MUST NOT CONTACT THE GROUND, AND
<br />THERE MUST NOF BE RUNOFF FROM THE
<br />CONCRETE WASHOUT OPERATIONS OR
<br />A
<br />RR
<br />A
<br />S
<br />LQIAO AND SOLD WASTES MUST BE DISPOSED
<br />or PROPERLY AND IN COMPLIANCE WITH MPCA
<br />REGULATION& A SIGN MUST BE INSTALLED
<br />ADJACENT TO FAKIR WASHOUT FACILITY TO
<br />INFORM CONCRETE EQUIPMENT OPERATORS TO
<br />UTIU2E THE PROPER FACLTIES. THE CONCRETE
<br />wASHOJT AREA INDICATED ON THE PLANS IS
<br />SHOWN IN AN APPROXIMATE LOCATION. PRIOR
<br />TO THE START OF CONSTRUCTION, THE
<br />OONTRALTCR SHALL DETERMINE THE EXACT
<br />LOCATION IN ACCORDANCE WITH MPGA
<br />REQUIREMENTS.
<br />N
<br />1
<br />1
<br />I
<br />I
<br />40' 20' 0 40' 80'
<br />SCALE 11 . 40.
<br />CONSTRUCTION ACTMTY EROSION
<br />P P
<br />CONTRACTOR SRNs STAS!UZE ALL EXPOSED
<br />SOL MFRS (INCLUDING STOCKPILES).
<br />STABILIZATION MUST BE INITIATED IMMEDIATELY
<br />TO LIMB SOIL EROSION WHENEVER ANY
<br />CCNSIRVI ACTIVITY HAS PERMANENTLY OR
<br />TEMPORARILY CEASED ON AN, PORTION OF THE
<br />SITE AND WILL NOT RESUME FOR A PEROO
<br />EXCEEDING 14 CALENDAR DRYS. STABILIZATION
<br />MUST BE COMPLETED NO LATER THAN 14
<br />CALENDAR DAYS AFTER THE CONSTRUCTION
<br />ACTIVITY IN THAT PORTION OF THE SITE HAS
<br />TEMPORARILY OR PERMANENTLY CEASED.
<br />FOR PUBUC WATER THAT THE DNR HAS
<br />PROMULGATED 'WORK IN WATER RESTRICT1DN5"
<br />DURING SPECIFIED FISH SPAWNING TIME
<br />FRAMES, ALL EXPOSED SOIL AREAS THAT ARE
<br />WITHIN 200 FEET OF THE WATERS EDGE, AND
<br />DRAIN TO THESE WATERS MUST COMPLETE THE
<br />STASIUZATON ACTIVES WITHIN 24 HOURS
<br />OURNG THE RESIRICTION PERIOD.
<br />PIPE OUTLETS MOIST BE PROVIDED WITH
<br />TEMPORARY OR PERMANENT ENERGY DISSIPATION
<br />WITHIN 24 -HOURS AFTER OONNECrKON TO A
<br />SURFACE wATFR.
<br />SEDIMENT CONTROL MEASURES MUST BE
<br />INSTALLED ON ALL DOWN GRADIENT PERIMETERS
<br />BEFORE ANY UPGRADIENT LAID DISTURBING
<br />ACTIVITIES BEGIN.
<br />eFroMFM ND EROSION CONTROL
<br />MAINTENANCE
<br />PERIMETER SEDIMENT CONTROL PRACTICES:
<br />WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF
<br />THE BMP, THE SEDIMENT MUST 19E REMOVED
<br />WTHIN 24 HOURS. IF PERIMETER SEDIMENT
<br />CONTROL HAS BEEN DAMAGED OR IS NOT
<br />FUNCnoI PROPERLY, T MUST BE REPAIRED
<br />AND/OR REPLACED WITHIN 24 HOURS.
<br />PERIMETER BNP MEASURES MAY INCLUDE SILT
<br />FENDING.
<br />[ONSrauCTION SITE VEHICLE EXT LOCATIONS:
<br />ALL TRACKED SEDIMENT ONTO PAVED SURFACES
<br />MUST BE REMOVED WITHIN 24 HOURS OF
<br />DISCOVERY OR MORE FREQUENTLY IF REQUIRED
<br />BY CITY OR WATERSHED,
<br />CONSTRUCTION SITE DEWATERING,
<br />THE CONTRACTOR SKILL BE RESPONSIBLE FOR
<br />OBTAINING ALL DEVWATERWG PERMITS. DISCHARGE
<br />FROM ALL DENATERING OPERATIONS SHALL BE
<br />DIRECTED TO ON-SITE DEPRESSIONS, NO
<br />DISCHARGE FROM DEWATERING OPERATIONS
<br />SHALLBE DIRECTED OFF-SITE TOWARDS A
<br />WATER Or THE STATE.
<br />AGENCY CONTACTS
<br />CITY OF HL'GC
<br />ENGINEERING DEPARTMENT
<br />PHONE: (851) 762-6300
<br />MINNESOTA POLLUTION CONTROL AGENCY
<br />PHONE: (651) 296-6300
<br />RICE CREEK WATERSHED DISTRICT
<br />PHI (763) 39B-3070
<br />RIWE
<br />THE am
<br />QNOAT
<br />ARCHITECTS
<br />212 Third Avg N Sults 460
<br />Minneapolis, MN 55401
<br />www.foundetionarcll.cont
<br />p. 612.340.5430
<br />f. 612340.5431
<br />__ 9T30Btow"BoRewd
<br />BKBM -I- Warm �`W�
<br />"""a'
<br />"Io ecu" WSAa80
<br />6M911®0-0, Pea: 0"84SOM
<br />owemblilm-
<br />lli M1rvwd b a• be,u� a �� eel b W p4ea d �r
<br />Di7resa or eq vt M rrN s qee �_. eWe rrev sour
<br />I certify drat this plan, specification. or
<br />report was prepared by me or War
<br />my direct supervision and that I am a
<br />duly Licensed Professional EF4r ser
<br />Under the laws of t11e state of Minnesota
<br />Joel W. Mader
<br />Date 06-242016 Reg. No, 191al
<br />copydqM 2016
<br />STORM WATER PLAN
<br />Dais M24.201d
<br />Project Nmber 16127
<br />C600
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<br />copydqM 2016
<br />STORM WATER PLAN
<br />Dais M24.201d
<br />Project Nmber 16127
<br />C600
<br />
|