HomeMy WebLinkAboutDrainage AnalysisState Bank — Longmire Location
Parking Lot/Building Renovations
Drainage Analysis
March 2003
to
AITCHELLA/*ORGAN, LLP
Engineers & Constructors
511 University Drive, Suite 204
College Station, Texas 77840
Office (979) 260-6963
Fax (979) 260-3564
REVIEWED FOR
.P21 J P `!
COLLcuI- � a n i TUN
ENGINEERING
CERTIFICATION
I hereby certify that this report for the drainage design for the State Bank Parking
Lot/Building Renovations was prepared under my supervision in accordance with the
provisions of the City of College Station Drainage Policy and Design Standards for the
owners thereof.
,7J' k1-D`sJ
Veronica J.B. N401
State of Texas No.
STATE BANK PARKING LOT/BUILDING RENOVATIONS
DRAINAGE ANALYSIS
INTRODUCTION
This storm drainage report is written to document and analyze the necessary
drainage infrastructure for the State Bank parking lot and building renovations. The
Bank plans to construct a new bank building, add new parking areas, tear down the old
building and add detention ponds on the State Bank site. This work is to be completed in
three phases. The first phase consists of the construction of the new State Bank building
with additional parking around the new bank building. The second phase involves tearing
down the old bank building and replacing it with additional parking. Phase three consists
of demolition of concrete paving and the addition of new curb and landscaping. The
drainage facilities for this site will change due to the new construction of the bank
building and the addition of parking areas. Because of additional impervious cover to
this site, two detention ponds have been designed to reduce the storm water runoff to at
or below the existing storm event runoff.
The parameters used for design and analysis of pre- vs. post -developed conditions
are incorporated to show how the final drainage design will accomplish the desired
drainage objectives per the City of College Station Drainage Policy and Design Standards
(DPDS). If changes to the site drainage patterns or proposed building square footages
affect the assumptions in this report, a letter addendum will be prepared to analyze the
effect of the changes and to assure compliance with the College Station Drainage
Ordinance.
M 010 04 'M a11114F.11YMM:\►`i717�LYy '
The State Bank building is located in south College Station in the Southwood
Valley area as shown on Exhibit A. The legal description of the property is Lot 4R-A,
Block 14C, Southwood Valley, Section 19, Volume 1006, Page155 and Lot 5R, Block
14C, Southwood Valley, Section 19, Volume 1074, Page 215.
2 State Bank Longmire
Commercial and residential development surrounds the State Bank property. The
State Bank property comprises 2.19 acres. The proposed improvements increase the
pavement area by 0.45 acres, which in turn decreases the grassland by the same amount.
This area is mostly located south of the proposed building location, in drainage areas PA-
2 and PA-3, shown on Exhibit D.
PRIMARY DRAINAGE BASIN DESCRIPTION
As seen on Exhibit A, this property is located in and around the Southwood
Valley area, near the intersection of FM 2818 and Longmire. Exhibit B illustrates that
the site is located in the Bee Creek Tributary "A" Watershed and that no portion of the
site lies within the 100-year floodplain per the Federal Emergency Management Agency
Flood Insurance Rate Map Panels 144 and 182, effective date July, 1992. The site is
located within a single drainage basin, as seen on Exhibit C.
DRAINAGE DESIGN CRITERIA
All drainage design is in accordance with the City of College Station DPDS. As such:
• The design rainstorm events used are the 5 through 100-year events to analyze the
effectiveness of the detention pond design; and
• Because of the site size of less than 5 acres, flow calculations are based on the
Rational Method, with a minimum time of concentration of 10 minutes.
DRAINAGE FACILITY DESIGN
Predevelopment Drainage Patterns
The site drains into an existing drain inlet, allowing the storm water to be
collected into the existing storm drain system, and eventually into Bee Creek Tributary
"A". As shown on Exhibit C, a concrete drainage flume separates the State Bank site
from the adjacent U.S. Postal Service property. The flume conveys the storm water from
the USPS property past the State Bank property, thereby not adding flow to the State
Bank site. This allows the study area to be bound by the drainage areas shown on Exhibit
C.
3 State Bank Longmire
Exhibit 1, located in Appendix A, shows the amount of area designated as
grassland, gravel, and pavement (impervious) for each existing drainage area. Exhibit 1
also shows the storm event flows calculated using the rational method, as well as the total
pre- and post -development flows. The flows from existing (E) drainage areas EA1, EA4
and EA5 flow along the boundary of the property and are conveyed to the study point
shown on Exhibit C. Flows from drainage areas EA2 and EA3 are collected at an
existing yard inlet and conveyed to the same study point as above. This total flow is
represented as "Total Existing" in Exhibits 4-13.
it is anticipated that the new construction will add 0.45 acres of impervious cover
to the State Bank property. The conversion of this pervious area (.45 acres or 19,602
square feet) to an impervious area will increase the runoff by approximately 2.8 cfs for
the 100-year storm. This increase in runoff was accounted for in the design of the two
detention ponds, shown on Exhibit D.
Postdevelopment Drainage Patterns
The proposed drainage areas shown on Exhibit D are different than the existing
drainage areas shown on Exhibit C. This is due to the grade changes of the site caused by
the construction of the new bank building and additional parking. Drainage area PA2
now drains into Detention Pond 2 (called Detention Pond A on plans), using grate inlets
PA2-A and PA2-B, all shown on Exhibit D. Similarly, drainage area PA3 drains into
Detention Pond 3 (called Detention Pond B on plans) by use of grate inlets PA3-A and
PA3-B. The following table shows the anticipated 100-year flow to each grate inlet, the
required area for each inlet and the proposed grate inlet:
Grate
Inlet
100-yr.
Flow (CFS)
Required
Area (Sq. In)
Proposed Grate, or
Equivalent
Opening Area
(Sq. In)
PA2-A
10.7
550
EJIW #V-5736, 38" x 38"
693
PA2-B
2.0
144
EJIW #V-5720, 20" x 20"
175
PA3-A
0.7
36
EJIW #V-5720, 20" x 20"
175
PA3-B
4.0
206
EJIW #V-5724-2, 24" x 24"
221
4 State Bank Longmire
The proposed bank location will have roof drains that also feed into the detention
ponds using 12" PVC pipe, splitting the flow of the bank's roof to both ponds. Once all
the storm water is collected in the two ponds, both will carry the storm water to the
existing yard inlet location, which will then convey the storm water to the existing storm
sewer system. The existing yard inlet is to be modified from its existing configuration to
a v-notch inlet to control the amount of flow from Detention Pond 3, since Detention
Pond 2 is also connecting to the existing storm sewer at this location. The top of the inlet
will be broken down to the flow line of Detention Pond 3 matching the concrete flumes
feeding the inlet from the grate inlets PA3-A and PA3-B. The pre- vs. post -developed
hydrographs from these ponds and the tabular hydrograph data are shown in Appendix A.
The pre- vs. post -developed runoff values after detention are as follows:
Peak Discharge From State Bank Improvements
Location
5-Year(efs)
10-Year(efs)
25-Year(efs)
50-Year(efs)
100-Year(cfs)
Pre -Developed
9.97
11.19
12.78
14.44
16.23
Post -Developed
9.47
10.64
12.15
13.59
15.12
CONCLUSION
The construction of the new State Bank and additional parking areas will cause an
increase in runoff due to the increased impervious area from both the parking lot
expansion and the construction of the new State Bank. The increases in runoff will be
handled with two detention ponds located within the limits of the State Bank property.
The detention ponds effectively reduce the post -developed runoff to less than the pre -
developed runoff rates for the storm events.
5 State Bank Longmire
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FIRMA
FLOOD INSURANCE RATE MAP
BRAZOS COUNTY,
TEXAS AND
INCORPORATED AREAS
PANEL 144 OF 250
(SEE MAP INDEX FOR PANELS NOT PRINTED)
CONTAINS:
COMMUNITY
NUMBEN PANEL SUFFIX
BRYAN. CITY OF
480082 0144 C
COLLEGE STATION. CITY OF
480083 0144 C
Notice to User: The MAP NUMBER show. below should be used
when placing map orders; the COMMUNITY NUMBER shown
above should he used on insurance applications for the subject
community.
MAP NUMBER
48041CO144 C
EFFECTIVE DATE:
JULY 2, 1992
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