HomeMy WebLinkAboutC200_Site Plan854.
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SS
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852.67853.11853.72852.66852.61853.69854.88852.98853.37854.83854.66853.75854.15855.14855.19854.52855.11855.75855.63855.24855.62855.64855.26855.49855.66855.55855.40855.97854.24854.43853.66853.79854.14854.66853.03853.08853.19854.52854.00854.28854.23854.47855.42855.28854.21855.23855.16854.97855.31855.29855.5085
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855.69855.71855.35855.10855.80855.77855.77855.80855.50855.55856.04855.83856.59856.78857.49Drainage Inlet
TC: 855.37'
N: 12" RCP Inv.= 851.23'
S: 12"RCP Inv.=850.84'
Drainage Inlet
T/C: 851.65' shot as 852.15'
N: 12" RCP Inv.=850.12'
S: 12" RCP Inv.=850.10'
ASPHALT
ASPHALTDIRT
VILLAGE GREEN DR
Sanitary Manhole
T/C: 856.30'
W: 8" PVC Inv.=849.75'VILLAGECORNER COURTDrainage Inlet
TC: 853.99'
N: 18" RCP Inv.=849.88'
E: 12" RCP Inv.= 849.88'
S: 12"RCP Inv.=849.98'
W: 12" RCP Inv.=849.98'
Drainage Inlet
TC: 854.15'
N: 12" RCP Inv.=850.53'
Drainage Inlet
TC: 853.90'
N: 21" RCP Inv.=849.51'
S: 18"RCP Inv.=849.61'
Drainage Inlet
TC: 854.25'
N: 21" RCP Inv.=849.21'
S: 21" RCP Inv.=849.21'
CHAIR BACK
CURB
ROLL CURB
TRANSITION
CHAIR BACK
CURB
CHAIR BACK
CURB GRASS
MEDIANASPHALTSPRINGMILL RDGRAVELCHAIR BACK
CURB
GRAVELEXPOSED CONDUIT
LIGHT POLE BASE
Sanitary Manhole
T/C: 856.41'
W: 8" PVC Inv.=848.68'
85
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1.00%
1.00%
1.00%855.40855.903.38%855.40855.90855.40855.903.06%
2.66%
2.30%855.40855.90855.40855.90855.40855.90855.40855.90855.40855.90855.40855.90855.40855.90855.40855.900.60%1.00%
1.00%
1.00%855.72856.22855.902.00%
MULTI-TENANT 'A'
4,920 gsf
MULTI-TENANT 'A'
4,920 gsf
MFF=856.30
PAD=855.63
MLAG=856.00
0.60%MULTI-TENANT 'B'
5,030 gsf
MULTI-TENANT 'B'
5,030 gsf
MFF=856.20
PAD=855.53
MLAG=856.00
MULTI-TENANT 'C'
4,920 gsf
DUPL. / MIRRORED
MULTI-TENANT 'C'
4,920 gsf
MFF=856.50
PAD=855.83
MLAG=856.00
854.87855.37854.66855.16855.01855.51854.31
854.81
3.92%
3.82%
3.46%
3.10%
2.74%
854.
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854.87
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473
63 L.F. 12" R.C.P. @ 0.45%470
115 L.F. 12"
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24 L.F. 12" R.C.P. @ 0.67%
448
70 L.F. SWALE @ 1.00%855.6856.0852.7
M.E.855.5855.0853.8M.E.855
852
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1.00%855.2855.3855.5855.7 855.5M.E.856.2M.E.855.8
M.E.
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855.1M.E.855.0M.E.854.7M.E.854.1M.E.852.8M.E.852.4M.E.852.3M.E.852.2
M.E.
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854.0
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M.E.
S
EX. MH. #JGV819
T.C.=856.41
8" SDR-35 PVC W INV.=848.68
0+57.023+
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VAR. I.E.E.&
D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.
Gas Line Easement
Inst. #2017-013563
Gas Line Easement
Inst. #2017-013563
30' R.D.E
.
Inst. #20
2
3
-
0
4
2
6
7
1
30' R.D.E.
Inst. #2023-042671
30' R.D.E.
Inst. #2023-042671
30' R.D.E.
VAR. I.E.E.&
D.U.&S.S.E.30' R.D.E.Inst. #2023-04267130' R.D.E.Inst. #2023-04267130' R.D.E.30'
R
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855.9
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856.2
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855.8
M.E.
855.8
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856.2
856.1
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EEEEEEEEEEEEEEEEEEFOFOFOFO855.5856.4856.0
856.2856.1856.1
855.9
855.7
40 L.F. SWALE @ 4.84%856.3LANE F
SCALE: 1"=50' HOR.
1"=5' VERT.
850
860
850
860
0+00854.0854.20853.7854.35854.0854.50854.1854.581+00853.8854.43853.6854.28853.5854.24854.1854.392+00854.0854.54854.1854.69854.3854.84854.3854.993+00854.7854.840+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75854.21POINT OF CURVATURE STA. 0+02.52854.37POINT OF TANGENCY STA. 0+28.64854.38POINT OF CURVATURE STA. 0+29.30854.54POINT OF TANGENCY STA. 0+57.37854.89POINT OF CURVATURE STA. 2+57.20854.99PCC STA. 2+74.80854.91POINT OF TANGENCY STA. 2+87.830.60%-0.60%0.60%-0.60%PVI STA = 0+00.00PVI ELEV = 854.200PVI STA = 0+69.03PVI ELEV = 854.614PVI STA = 1+40.44PVI ELEV = 854.186PVI STA = 2+74.80PVI ELEV = 854.992PVI STA = 3+22.72PVI ELEV = 854.70412'' RCP
INV=850.53
PROPOSED GRADE
EXISTING GRADE
STRUCTURE TABLE
STR.#
444
446
448
470
471
473
474
475
476
CALLOUT
EX. DRAINAGE INLET
EX. DRAINAGE INLET
DRAINAGE INLET
YARD INLET
YARD INLET
YARD INLET
YARD INLET
YARD INLET
YARD INLET
STR. TYPE
EX. 48" DIA MH
EX. 24"x24" BOX
48" DIA MH
48" DIA MH
24"x24" BOX
24"x24" BOX
24"x24" BOX
24"x24" BOX
48" DIA MH
T.C.
853.90
854.19
854.19
854.81
854.90
854.90
853.93
854.90
855.44
CASTING
TYPE
EX. EJ-5250
EX. EJ-5250
EJ-5250
EJ-6489N
EJ-6489N
EJ-6489N
EJ-6489N
EJ-6489N
EJ-6489N
DIA.
IN
12
18
12
12
12
12
12
DIR.
IN
E
S
E
S
N
E
N
INV.
IN
849.61
849.61
850.48
851.13
851.13
850.12
850.22
DIA.
OUT
21
12
12
12
12
12
12
12
12
DIR.
OUT
N
N
W
W
N
S
W
S
W
INV.
OUT
849.51
850.53
850.38
851.03
851.37
851.41
851.02
851.10
850.02
SLOPE
0.21%
0.44%
0.67%
0.48%
0.30%
0.45%
1.33%
0.94%
1.00%DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.ADLS - SITE DEVELOPMENT PLANC200
60160JGV-C
DCM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANAFile Name:S:\60160JGV-C\DWG\_C200 - ADLS - Site Development Plan.dwg - C200Modified / By:June 13, 2024 12:06:07 PM / rmorrisPlotted / By:June 13, 2024 12:06:22 PM / Raven Morris05/15/24REVISED PER CLIENT COMMENTSRBMXX/XX/24SPRING MILL SHOPS 1" = 20 FT
60160JGV-C
DCM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANAFile Name:S:\60160JGV-C\DWG\_C200 - ADLS - Site Development Plan.dwg - C200Modified / By:June 13, 2024 12:06:07 PM / rmorrisPlotted / By:June 13, 2024 12:06:22 PM / Raven Morris05/15/24REVISED PER CLIENT COMMENTSRBMXX/XX/24SPRING MILL SHOPSLEGEND
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING OVERHEAD ELECTRICAL LINE
EXISTING CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CONTOUR
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED GRADE ELEVATION
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL
COMMON AREAS)
PROPOSED CURB w/ 6" UNDERDRAIN
PROPOSED 6" SUB-SURFACE DRAIN
MLAG / MFPG (REAR)
LOT NUMBER
PAD GRADE
MINIMUM FINISH FLOOR ELEVATION
MLAG / MFPG (FRONT)
MFF=850.70 MINIMUM FINISH FLOOR ELEVATION IS BASED
OFF OF THE FOLLOWING CRITERIA:
1. 12" (1.0') ABOVE THE NEAREST UPSTREAM
OR DOWNSTREAM SANITARY MANHOLE,
WHICHEVER IS LOWEST.
2. 15" (1.25') ABOVE THE HIGHEST ROAD
ELEVATION
3. 6" (0.5') ABOVE THE HIGHEST MLAG
MLAG MINIMUM LOWEST ADJACENT GRADE
(FLOOD PROTECTION)
MFPG MINIMUM FLOOD PROTECTION GRADE
(LAKE / FLOOD PROTECTION)
B.L.BUILDING SETBACK LINE
D.E.DRAINAGE EASEMENT
D.U.&S.E.DRAINAGE UTILITY & SEWER EASEMENT
D.U.&S.S.E.DRAINAGE UTILITY & SANITARY SEWER
EASEMENT
S.S.E.SANITARY SEWER EASEMENT
U.E.UTILITY EASEMENT
L.M.A.E.LANDSCAPE MAINTENANCE ACCESS
EASEMENT
R RADIUS
B-B BACK OF CURB TO BACK OF CURB
M.E.MATCH EXISTING
H.P.HIGH POINT
L.P.LOW POINT
GRD. CHG.GRADE CHANGE
DENOTES SNOW FENCE TO BE INSTALLED
FOR TREE PROTECTION
OH
RISER
300
850.0
MFF=850.70
MLAG=850.2
MFPG=850.2
MLAG=848.1
MFPG=848.1
BENCHMARK DATA
TBM #1
THE NORTH RIM OF A SANITARY MANHOLE IS THE
SOUTHWEST QUADRANT OF THE INTERSECTION OF
SPRING MILL ROAD AND OTTO LANE.
ELEV=857.21 (NAVD 88)
ORIGINATING BENCHMARK
HAM 64
HAMILTON COUNTY BENCHMARK HAM 64: AN
INDIANA DEPARTMENT OF NATURAL RESOURCES
CONTROL STATION TABLES STAMPED "HAM 64 1989"
AT THE WEST 116TH STREET BRIDGE OVER
WILLIAMS CREEK ON THE SOUTHWEST CONCRETE
WINGWALL OF THE BRIDGE.
ELEV=834.28 (NAVD 88)
CONSTRUCTION LIMITS
Is the primary water quality treatment for the development as planned in the Master Plan - YES
If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):
*Length of vegetated swale treatment (from disharge point to outlet pipe) - N/A
*Minimum length of vegetated swale treatment as required by the Master Plan - N/A
Is the primary water quantity treatment for the development as planned in the Master Plan - YES
*If YES, provide the following information:
Total Master Plan contributing watershed = 20.89 Ac.
Total Watershed Currently Built (or Approved) contributing to this system = 0 Ac.
Total watershed from Jackson's Grant Villages contributing to the system = 20.89 Ac.
Total watershed available in the system post-project = 20.89 Ac.
Is the entire BMP treatment train to an outlet point being constructed with this section - YES
If NO, provide the following information:
Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A
Also, reference Post-Construction Stormwater Master Plan prepared by Williams Creek Consulting.
EARTHWORK NOTES
1.EXCAVATION
A.EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE
MATERIAL AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED
FROM THE SITE.
B.PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFFSITE AS MAY BE NECESSARY
TO PRODUCE THE GRADES REQUIRED ON PLANS. FILL OBTAINED FROM OFFSITE SHALL BE OF
QUALITY AS SPECIFIED FOR FILLS HEREIN AND THE SOURCE APPROVED BY THE DEVELOPER. IT
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR ANY COSTS FOR FILL NEEDED.
2.REMOVAL OF TREES
A.ALL TREES AND STUMPS SHALL BE REMOVED FROM AREAS TO BE OCCUPIED BY A ROAD
SURFACE OR STRUCTURE AREA. TREES AND STUMPS SHALL NOT BE BURIED ON SITE.
3.PROTECTION OF TREES
A.THE CONTRACTOR SHALL, AT THE DIRECTION OF THE DEVELOPER, ENDEAVOR TO SAVE AND
PROTECT TREES OF VALUE AND WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF
IMPROVEMENTS AS DESIGNED.
B.IN THE EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL
BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURE TO BE TAKEN, IF ANY, TO PRESERVE
SUCH TREES.
4.REMOVAL OF TOPSOIL
A.ALL TOPSOIL SHALL BE REMOVED FROM ALL AREAS BENEATH FUTURE PAVEMENTS OR
BUILDING. TOPSOIL REMOVAL SHALL BE TO A MINIMUM DEPTH OF 6 INCHES OR TO THE DEPTH
INDICATED IN THE GEOTECHMICAL REPORT PROVIDED BY THE DEVELOPER TO BE EXCAVATED
OR FILLED. TOPSOIL SHOULD BE STORED AT A LOCATION WHERE IT WILL NOT INTERFERE WITH
CONSTRUCTION OPERATIONS. THE TOPSOIL SHALL BE FREE OF DEBRIS AND STONES.
5.UTILITIES
A.RULES AND REGULATION GOVERNING THE RESPECTIVE UTILITY SHALL BE OBSERVED IN
EXECUTING ALL WORK UNDER THIS SECTION.
B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF
EXISTING UNDERGROUND UTILITIES 2 WORKING DAYS PRIOR TO COMMENCING WORK. FOR
UTILITY LOCATIONS TO BE MARKED CALL TOLL FREE 811.
6.SITE GRADING
A.THE CONTRACTOR SHALL DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH
GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE
DRAWING.
B.THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.05 FEET ABOVE ESTABLISHED
SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.05 FEET PLUS OR MINUS THE
ESTABLISHED GRADE. PROVIDE ROUNDINGS AT TOP AND BOTTOM OF BANKS AND OTHER
BREAKS IN GRADE.
C.THE ENGINEER SHALL BE NOTIFIED WHEN THE CONTRACTOR HAS REACHED THE TOLERANCE
AS STATED ABOVE, SO THAT FIELD MEASUREMENTS AND SPOT ELEVATIONS CAN BE VERIFIED
BY THE ENGINEER. THE CONTRACTOR SHALL NOT REMOVE EQUIPMENT FROM THE SITE UNTIL
THE ENGINEER HAS VERIFIED THAT THE JOB MEETS THE ABOVE TOLERANCE.
1.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND
INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES
NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE
DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES
PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NOT ANY CONFLICTS WITH
OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
3.STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE
INSTALLED AS SOON AS PRACTICAL.
4.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF
SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL
UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED
RIGHT-OF-WAY.
5.ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR
TEST METHOD.
6.ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED;
BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR
REMOVED ACROSS THIS SITE. IF ANY OF THESE TILES EXTEND BEYOND THE
LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE
OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO
BLOCK OFF A PRIVATE "MUTUAL" TILE.
7.CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY R/W.
8.EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY
WIDENING, AUXILIARY LANES, ETC.
9.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
10.THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN
LOTS.
11.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES , THE EXPENSE OF
SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL
UTILITY POLES SHALL BE LOCATED WITHIN ONE-FOOT OF THE PROPOSED
RIGHT-OF-WAY.
12.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO
THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE
CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE
CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING
CONDITION OF THE RIGHT-OF-WAY.
13.ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL
CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING.
14.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED
FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED
DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO
RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE
RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED
RIGHT-OF-WAY LINE.
15.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO
THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT. THE
CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING
CONDITION OF THE RIGHT-OF-WAY.
16.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL
CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.
THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND THE REVIEW
THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED RIGHT-OF-WAY.
17.ANY DISTURBANCE TO EXISTING BMP GRADING AND/OR VEGETATION SHALL
BE RESTORED PER DETAILS AND SPECIFICATIONS SHOWN ON V3 DESIGN
DEVELOPMENT DOCUMENTS.
18.ALL STORM SEWERS ARE PUBLIC
19.MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND
OR OPEN DITCH SHALL BE NO LESS THAN 1 FOOT ABOVE ANY ADJACENT
100-YEAR LOCAL FLOOD ELEVATIONS OR 2 FEET ABOVE ANY ADJACENT
100-YEAR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL
WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER
STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING.
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83.
NOTES
DRAINAGE SUMMARY
OVERALL
Site Acreage=+/-1.593 ac.
Offsite/Upstream Acreage=None
Allowable Release Rate:
10yr = 2.75 c.f.s. 100yr = 5.14 c.f.s.
Post Developed Release Rate:
10 yr = 2.66 c.f.s. 100 yr = 4.76 c.f.s.