HomeMy WebLinkAboutFAIRVIEW SHOPPING CENTER, FILING FOUR - FDP - FDP120007 - SUBMITTAL DOCUMENTS - ROUND 2 - REVISIONSADDRESS:
200 S. College Ave. Suite 10
Fort Collins, CO 80524
PHONE: 970.221.4158
FAX: 970.221.4159
WEBSITE:
www.northernengineering.com
Page 1 of 3
D:\Projects\688-001\Drainage\Reports\Drainage Report\688-001_Drainage-Letter_2012-08-22.docx
Drainage Letter Report
Date: August 22, 2012
Project: Fairview Shopping Center Filing Four Project No. 688-001
Replat of Lot 1, Fairview Shopping Center
Fort Collins, Colorado
Attn: Mr. Wes Lamarque
City of Fort Collins Stormwater Utility
700 Wood Street
Fort Collins, Colorado 80521
Dear Wes:
This letter serves to address the stormwater impacts of the above referenced multi-family redevelopment.
The existing building is situated towards the western portion of the site. The site currently consists of
rooftop, concrete walks and patio, asphalt parking areas, some turf, trees, and other vegetation. It
presently functions similar to a ‘B’ lot, with historic drainage being split towards Elizabeth Street to the
north and towards an area inlet to the south. The landscaped area adjacent to the western property line
has a low point such that it too drains primarily to the south. Flows then reach an area inlet located on
the C.B. & Pott’s Restaurant and Brewery Property. Historic drainage patterns will generally be preserved.
The total impervious area of the existing site is approximately 22,611 square-feet.
The proposed redevelopment will completely remove all existing above-grade structures and adjacent
hardscape. The new project will consist of a larger apartment building, as well as a modified parking area
and bioretention rain garden. Concrete pedestrian connections will be made from the units north to the
Elizabeth Street sidewalk. The total impervious area of the proposed redevelopment is roughly 22,688
square-feet.
The existing curb cut and concrete apron to Elizabeth Street will be slightly reconfigured to meet current
code requirements. The area of pavement draining north across the Elizabeth sidewalk will be
approximately 450 square-feet, which is less than the maximum 750 square-feet allowed by LCUASS.
The site is located in the Old Town master drainage basin, and therefore, on-site detention is not required
so long as the increase in impervious area is less than 5,000 square-feet. The total increase in impervious
area proposed with this development is approximately 77 square-feet (22,688 – 22,611). A detailed
breakdown of the existing and proposed impervious areas is attached to this letter.
Page 2 of 3
D:\Projects\688-001\Drainage\Reports\Drainage Report\688-001_Drainage-Letter_2012-08-22.docx
Although stormwater quantity detention is not required, stormwater quality mitigation will be addressed by
both temporary and permanent Best Management Practices (BMPs). During construction, the Contractor
will follow the appropriate and applicable City of Fort Collins standards for erosion and sediment control.
A comprehensive Stormwater Management Plan has been prepared for this project, and a copy has been
supplied to the Environmental Regulatory Specialist with Fort Collins Utilities. Post construction water
quality and erosion control will be achieved by a fully established and stabilized site. All areas disturbed
during construction will receive permanent hardscape, landscape, or building structure.
This portion of the Old Town basin does not receive regional water quality treatment; therefore, on-site
water quality mitigation is required. Much of the existing landscaped buffers on the west side and north
side of the building will be preserved as permeable areas to promote infiltration and treat surface runoff
prior to entering the adjacent gutters and inlets. However, the primary water quality treatment method to
be employed is the construction of an on-site bioretention rain garden. Water quality computations have
been performed for this facility utilizing the UDFCD’s UD-BMP Version 3.01 “Rain Garden (RG)” Design
Procedure Form. A copy of the RG worksheet is attached to this letter.
The project site is also located in the Canal Importation Basin floodplain. This is a City of Fort Collins
regulatory floodplain. A City floodplain waiver has been requested to utilize a Base Flood Elevation (BFE)
of 5035.0-ft (NGVD 29 – unadjusted) per the best available information contained in the Hydraulic
Evaluation and Floodplain Mapping Update for Canal Importation Basin prepared by Anderson Consulting
Engineers (ACE), dated June 10, 2005. All cross-sections, BFE’s, and floodplain boundaries shown on the
Floodplain Exhibit for Fairview Shopping Center Filing Four are from said ACE report. Not only does this
allow the project to make use of more current and accurate information, but it also affords a lower building
elevation.
Utilizing the 2005 ACE data, the proposed apartment building at 1409 W. Elizabeth Street lies within the
100-yr flood fringe for the Canal Importation Basin (CIB). Therefore, construction of this structure must
comply will all applicable regulations contained within Chapter 10 of the City of Fort Collins Municipal
Code. Specifically, the building’s lowest floor elevation shall be at or above the Regulatory Flood
Protection Elevation (RFPE). For the City regulated CIB floodplain, the RFPE is 18-inches above the BFE.
The governing BFE for this structure (utilizing the ACE 2005 information) is 5035.0-ft (NGVD 29 –
unadjusted), which results in a RFPE of 5036.5-ft (NGVD 29 – unadjusted). The proposed Finished Floor
Elevation (FFE) for the multi-family residential structure at 1409 W. Elizabeth Street is 5036.57-ft (NGVD
29 – unadjusted). This building will be constructed with a slab-on-grade foundation without any basement
or crawlspace. Therefore the FFE is equivalent to the lowest floor elevation, which is slightly above the
RFPE. It should also be noted that all HVAC equipment will be located on the rooftop of the new
apartment building.
Page 3 of 3
D:\Projects\688-001\Drainage\Reports\Drainage Report\688-001_Drainage-Letter_2012-08-22.docx
Since a good portion of the development (including the structure itself) falls within a City of Fort Collins
regulatory floodplain, a Floodplain Use Permit (FUP) shall be obtained prior to commencing with any
construction within the floodplain. This includes both sitework as well as vertical building construction.
As such, this project seeks to obtain a FUP with the initial Development Construction Permit (DCP), which
would then cover all work to take place within the floodplain. While the vast majority of the improvements
reside within the 100-yr flood fringe, it is important to note that the floodway currently follows the back of
sidewalk along the project’s Elizabeth Street frontage. This means that some of the driveway and sidewalk
modifications will occur within the floodway. A No-Rise Certification is required for all work within the
floodway. Further details and supporting documentation for the No-Rise Certification shall accompany the
FUP application. A Flood Elevation Certificate shall also be completed and approved before a Certificate of
Occupancy can be issued.
The proposed grading concept closely matches existing elevations and drainage patterns, and only varies in
an effort to improve the existing condition from a floodplain protection and water quality standpoint. On-
site detention is proven to be unnecessary. Stormwater quality has been provided to bring the historic site
into compliance in the redeveloped condition. The project is designed in accordance to the governing
floodplain regulations contained within Chapter 10 of the City Code, and the Floodplain Use Permit and
necessary certifications shall ensure that construction remains compliant with Chapter 10. Therefore, it is
my professional opinion that the new apartment building proposed with Fairview Shopping Center Filing
Four at 1409 W. Elizabeth Street satisfies all applicable stormwater criteria.
Please do not hesitate to contact me if you have questions or require additional information.
Sincerely,
Nicholas W. Haws, PE
enc.
08.22.12
Fairview Shopping Center Filing Four
Preliminary Drainage Letter Report
CHARACTER OF SURFACE:
Runoff
Coefficient
Percentage
Impervious Project: Fairview Shopping Center
Streets, Parking Lots, Roofs, Alleys, and Drives: Calculations By: A. Reese
Asphalt ……....……………...……….....…...……………….…………………………………..0.95 100 Date:
Concrete …….......……………….….……….………………..….………………………………… 0.95 90
Gravel ……….…………………….….…………………………..……………………………….0.. 50 40
Roofs …….…….………………..……………….…………………………………………….. 0.95 90
Pavers…………………………...………………..…………………………………………….. 0.40 22
Lawns and Landscaping
Sandy Soil ……..……………..……………….…………………………………………….. 0.15 0
Clayey Soil ….….………….…….…………..………………………………………………. 0.25 0 2-year Cf = 1.00 100-year Cf = 1.25
Basin ID
Basin Area
(s.f.)
Basin Area
(ac)
Area of
Asphalt
(ac)
Area of
Concrete
(ac)
Area of
Roofs
(ac)
Area of
Gravel
(ac)
Area of
Lawns and
Landscaping
(ac)
2-year
Composite
Runoff
Coefficient
10-year
Composite
Runoff
Coefficient
100-year
Composite
Runoff
Coefficient
Composite
% Imperv.
H1 29,010 0.67 0.38 0.02 0.11 0.00 0.15 0.80 0.80 0.99 75.9
TOTAL 29,010 0.67 0.38 0.02 0.11 0.00 0.15 0.80 0.80 0.99 75.89
EXISTING COMPOSITE % IMPERVIOUSNESS AND RUNOFF COEFFICIENT CALCULATIONS
Runoff Coefficients are taken from the City of Fort Collins Storm Drainage Design Criteria and Construction Standards, Table 3-3. % Impervious taken from UDFCD USDCM, Volume I.
10-year Cf = 1.00
February 28, 2012
D:\Projects\688-001\Drainage\Hydrology\688-001_Rational-Calcs_Existing.xlsx\C-Values
Fairview Shopping Center Filing Four
Preliminary Drainage Letter Report
CHARACTER OF SURFACE:
Runoff
Coefficient
Percentage
Impervious Project: Fairview Shopping Center
Streets, Parking Lots, Roofs, Alleys, and Drives: Calculations By: A. Reese
Asphalt ……....……………...……….....…...……………….…………………………………..0.95 100 Date:
Concrete …….......……………….….……….………………..….………………………………… 0.95 90
Gravel ……….…………………….….…………………………..……………………………….0.. 50 40
Roofs …….…….………………..……………….…………………………………………….. 0.95 90
Pavers…………………………...………………..…………………………………………….. 0.40 22
Lawns and Landscaping
Sandy Soil ……..……………..……………….…………………………………………….. 0.15 0
Clayey Soil ….….………….…….…………..………………………………………………. 0.25 0 2-year Cf = 1.00 100-year Cf = 1.25
Basin ID
Basin Area
(s.f.)
Basin Area
(ac)
Area of
Asphalt
(ac)
Area of
Concrete
(ac)
Area of
Roofs
(ac)
Area of
Gravel
(ac)
Area of
Lawns and
Landscaping
(ac)
2-year
Composite
Runoff
Coefficient
10-year
Composite
Runoff
Coefficient
100-year
Composite
Runoff
Coefficient
Composite
% Imperv.
A 1,349 0.03 0.00 0.00 0.00 0.00 0.03 0.25 0.25 0.31 0.0
B 8,731 0.20 0.00 0.00 0.20 0.00 0.00 0.95 0.95 1.00 90.0
C 4,743 0.11 0.03 0.03 0.00 0.00 0.04 0.66 0.66 0.83 56.5
D 3,284 0.08 0.04 0.02 0.00 0.00 0.01 0.85 0.85 1.00 82.3
E 10,903 0.25 0.14 0.05 0.00 0.00 0.06 0.79 0.79 0.98 74.8
TOTAL 29,010 0.67 0.22 0.10 0.20 0.00 0.15 0.80 0.80 1.00 73.73
DEVELOPED COMPOSITE % IMPERVIOUSNESS AND RUNOFF COEFFICIENT CALCULATIONS
Runoff Coefficients are taken from the City of Fort Collins Storm Drainage Design Criteria and Construction Standards, Table 3-3. % Impervious taken from UDFCD USDCM, Volume I.
10-year Cf = 1.00
Fairview Shopping Center Filing Four
Preliminary Drainage Letter Report
Sheet 1 of 2
Designer:
Company:
Date:
Project:
Location:
1. Basin Storage Volume
A) Effective Imperviousness of Tributary Area, Ia Ia = 75.8 %
(100% if all paved and roofed areas upstream of rain garden)
B) Tributary Area's Imperviousness Ratio (i = Ia/100) i = 0.758
C) Water Quality Capture Volume (WQCV) for a 12-hour Drain Time WQCV = 0.24 watershed inches
(WQCV= 0.8 * (0.91* i3 - 1.19 * i2 + 0.78 * i)
D) Contributing Watershed Area (including rain garden area) Area = 29,309 sq ft
E) Water Quality Capture Volume (WQCV) Design Volume VWQCV = cu ft
Vol = (WQCV / 12) * Area
F) For Watersheds Outside of the Denver Region, Depth of d6 = 0.30 in
Average Runoff Producing Storm
G) For Watersheds Outside of the Denver Region, VWQCV OTHER = 419.4 cu ft
Water Quality Capture Volume (WQCV) Design Volume
H) User Input of Water Quality Capture Volume (WQCV) Design Volume VWQCV USER = cu ft
(Only if a different WQCV Design Volume is desired)
2. Basin Geometry
A) WQCV Depth (12-inch maximum) DWQCV = in
B) Rain Garden Side Slopes (Z = 4 min., horiz. dist per unit vertical) Z = ft / ft
(Use "0" if rain garden has vertical walls)
Design Procedure Form: Rain Garden (RG)
Andy Reese
Northern Engineering
February 28, 2012
Fairview Shopping Center Filing Four
Fort Collins, Colorado
C) Mimimum Flat Surface Area AMin = sq ft
D) Actual Flat Surface Area AActual = sq ft
E) Area at Design Depth (Top Surface Area) ATop = sq ft
F) Rain Garden Total Volume VT= cu ft
(VT= ((ATop + AActual) / 2) * Depth)
3. Growing Media
City of Fort Collins Standard Planting media
4. Underdrain System
A) Are underdrains provided?
B) Underdrain system orifice diameter for 12 hour drain time
i) Distance From Lowest Elevation of the Storage y = 0.5 ft
Volume to the Center of the Orifice
ii) Volume to Drain in 12 Hours Vol12 = 419 cu ft
iii) Orifice Diameter, 3/8" Minimum DO = 0.63 in
Choose One
Choose One
18" Rain Garden Growing Media
Other (Explain):
YES
NO
688-001_UD-BMP_v3_01.xls, RG 2/28/2012, 3:34 PM
Fairview Shopping Center Filing Four
Preliminary Drainage Letter Report
Sheet 2 of 2
Designer:
Company:
Date:
Project:
Location:
5. Impermeable Geomembrane Liner and Geotextile Separator Fabric
A) Is an impermeable liner provided due to proximity
of structures or groundwater contamination?
6. Inlet / Outlet Control
A) Inlet Control
7. Vegetation
8. Irrigation
NO SPRINKLER HEADS ON THE FLAT SURFACE
A) Will the rain garden be irrigated?
Notes:
February 28, 2012
Fairview Shopping Center Filing Four
Fort Collins, Colorado
Design Procedure Form: Rain Garden (RG)
Andy Reese
Northern Engineering
Choose One
Choose One
Choose One
Sheet Flow- No Energy Dissipation Required
Concentrated Flow- Energy Dissipation Provided
Plantings
Seed (Plan for frequent weed control)
Sand Grown or Other High Infiltration Sod
Choose One
YES
NO
YES
NO
688-001_UD-BMP_v3_01.xls, RG 2/28/2012, 3:34 PM
X X X X
X X
X X X X X X
X X
T T T T T T T T
T T
T
T
T T T
S S
CO
W
E
FH
DI
LP S
S
TV
T
T
W
WV
WV
X X
X X
X X
X
X X X
W
S
D
C.B. & POTTS
RESTAURANT
& BREWERY
WENDY'S
LOT 1
ASPHALT PARKING AREA
EXISTING ASPHALT PARKING AREA
ASPHALT PARKING AREA
CONC. LOADING AREA
ASPHALT PARKING AREA
EXISTING
CONCRETE SIDEWALK
WEST ELIZABETH STREET
(40' RIGHT OF WAY)
12' DRAINAGE &
UTILITY EASEMENT
ASPHALT PARKING AREA
TRASH
ENCLOSURE
TRASH
ENCLOSURE
10' UTILITY
EASEMENT
E
E
E E E E
E
E E E
S
X X X X
X X
X X X X X X
X X
S S
CO
W
E
FH
DI
LP S
S
TV
T
T
W
WV
WV
X X
X X
X X
X
X X X
W
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/ / / / / / / / / / / / / /
/ / / / / /
S
D
C.B. & POTTS
RESTAURANT
& BREWERY
WENDY'S
LOT 1
ASPHALT PARKING AREA
EXISTING ASPHALT PARKING AREA
ASPHALT PARKING AREA
CONC. LOADING AREA
ASPHALT PARKING AREA
EXISTING
CONCRETE SIDEWALK
WEST ELIZABETH STREET
(40' EXISTING RIGHT-OF-WAY)
12' DRAINAGE &
UTILITY EASEMENT
ASPHALT PARKING AREA
TRASH
ENCLOSURE
TRASH
ENCLOSURE
10' UTILITY
EASEMENT
E
E
E E E E
E
E E E
S
RAIN
GARDEN
PROPOSED
APARTMENT
BUILDING
LOT 2
1885
5035
5034
5033
1645
CONCRETE
DRIVE THRU LANE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Aug. 22, 2012
PROJECT:
688-001
Sheet
Of 6 Sheets
FAIRVIEW SHOPPING CENTER FILING FOUR
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C5.1
FLOODPLAIN EXHIBIT
A. Reese
A. Reese
1"=20'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
EXISTING FEMA FLOODWAY
NOTES:
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
PROPERTY BOUNDARY
FOR STORMWATER REVIEW ONLY
NOT FOR CONSTRUCTION
1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED
HEREON ARE PER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM
(NGVD 29 - UNADJUSTED).
3.THE LOWEST FLOOR (INCLUDING ANY BASEMENT OR CRAWL SPACE) AND
ALL HVAC EQUIPMENT AND THE FINISH FLOOR AND LOWEST FLOOR
ELEVATION FOR ANY BUILDING IN THE FLOODPLAIN SHALL BE ELEVATED
ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION.
4.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH STRUCTURE
AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS,
PARKING LOT, UTILITIES, ETC.) IN THE FLOODPLAIN.
5.AN ELEVATION CERTIFICATE SHALL BE COMPLETED AND APPROVED
BEFORE THE CERTIFICATE OF OCCUPANCY IS ISSUED FOR ANY STRUCTURE IN
THE FLOODPLAIN.
6.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR
PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO
RISE IN THE FLOODWAY.
{7.REFER TO THE "DRAINAGE REPORT LETTER FOR FAIRVIEW SHOPPING
CENTER FILING FOUR" BY NORTHERN ENGINEERING, DATED AUGUST 22, 2012
FOR ADDITIONAL INFORMATION.
8.A NO RISE CERTIFICATION IS REQUIRED FOR ANY WORK WITHIN THE
FLOODWAY.
9.A CITY FLOODPLAIN WAIVER HAS BEEN REQUESTED TO UTILIZE A BFE OF
5035.0-FT (NGVD 29 - UNADJUSTED) PER THE BEST AVAILABLE INFORMATION
CONTAINED IN THE HYDRAULIC EVALUATION AND FLOODPLAIN MAPPING
UPDATE FOR CANAL IMPORTATION BASIN PREPARED BY ANDERSON
CONSULTING ENGINEERS (ACE), INC. DATED JUNE 10, 2005. ALL
CROSS-SECTIONS, BFE's, AND FLOODPLAIN BOUNDARIES SHOWN HEREON
ARE FROM SAID ACE REPORT.
10.ALL HVAC EQUIPMENT IS TO BE LOCATED ON THE ROOFTOP OF THE
STRUCTURE AT 1409 W. ELIZABETH STREET.}
LOWEST FLOOR
ELEVATION = C
BASE FLOOD ELEVATION
(BFE) = A
RFPE
ELEVATION BASE = FLOOD B
ELEVATION
(BFE) = A
18"
MIN.
DETAIL
NTS
FIELD SURVEY BY:
BENCHMARKS:
Washburn Land Surveying, Inc.
Project No. 2010-0018
Date: November 18, 2010
ADDITIONAL FIELD SURVEY(S):
January 2012
BENCHMARK #1:
City of Fort Collins Benchmark 20-97
Elevation= 5046.97 (NGVD 29 - Unadjusted)
BENCHMARK #2:
City of Fort Collins Benchmark 19-97
Elevation= 5022.56 (NGVD 29 - Unadjusted)
CROSS-SECTION (CSL)
SLAB-ON-GRADE
BASE FLOOD ELEVATION (BFE)
EXISTING 100-YR FEMA FLOODPLAIN BOUNDARY
ELEVATION NGVD 29 (UNADJUSTED) 5000
BUILDING SUMMARY
EL. DESIGNATION NGVD 29 (UNADJUSTED)
A 5035.00 FT
B 5036.50 FT
C 5036.57 FT
REGULATORY FLOOD PROTECTION ELEVATION (RFPE) 5036.50 FT
20554
PROPOSED RAIN GARDEN
PROPOSED
APARTMENT
BUILDING
LOT 2
E
D
C
B
A
RAIN
GARDEN
C
0.11 ac
B
0.20 ac
A
0.03 ac
E
0.25 ac
D
0.08 ac
CONCRETE
DRIVE THRU LANE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
Aug. 22, 2012
PROJECT:
688-001
Sheet
Of 6 Sheets
FAIRVIEW SHOPPING CENTER FILING FOUR
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REVIEW SET
08.22.12
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E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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C5.0
DRAINAGE EXHIBIT
A. Reese
A. Reese
1"=20'
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
NOTES:
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
1.REFER TO THE "DRAINAGE LETTER REPORT FOR FAIRVIEW SHOPPING CENTER FILING FOUR" BY
NORTHERN ENGINEERING, DATED {AUGUST 22, 2012} FOR ADDITIONAL INFORMATION.
{2.REFER TO THE FLOODPLAIN EXHIBIT FOR CROSS-SECTION LOCATIONS, BASE FLOOD ELEVATIONS,
AND FLOODPLAIN NOTES.
}
PROPOSED SWALE SECTION
1 1
B2
1.45 ac
BIO-RETENTION RAIN GARDEN SUMMARY
PERCENT IMPERVIOUS
WATER QUALITY CAPTURE VOLUME (IN.)
WATERSH
ED AREA
REQUIRED
WATER
QUALITY
VOLUME
(CU. FT.)
VOLUME
PROVIDED
(CU. FT.)
81.80 0.27 19634 445 469
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(�����)
C2 C100
2-�� T�
(���)
100-�� T�
(���)
Q2
(���)
Q10
(���)
Q100
(���)
A A 0.03 0.25 0.31 8.4 7.4 0.0 0.0 0.1
B B 0.20 0.95 1.00 5.0 5.0 0.5 0.9 2.0
C C 0.11 0.65 0.81 5.0 5.0 0.2 0.3 0.9
D D 0.08 0.84 1.00 5.0 5.0 0.2 0.3 0.8
E E 0.25 0.79 0.99 5.0 5.0 0.6 1.0 2.5
RUNOFF SUMMARY
PROPOSED RAIN GARDEN
February 28, 2012
D:\Projects\688-001\Drainage\Hydrology\688-001_Rational-Calcs.xlsx\C-Values