HomeMy WebLinkAboutSewer Line Analysis •
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• THE COTTAGES OF COLLEGE STATION
• SEWER LINE ANALYSIS
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• March 2011
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• Prepared for:
• ROB HOwLAND, COO
CAPSTONE — CS, LLC
• 431 OFFICE PARK DRIVE
• BIRMINGHAM, AL 35223
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Submitted to
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• ! 44% -
• (,I' O1 �',C • S " IAI'ION
h � � the !rear: r)f the Reye trc/' l ri/ky
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• By
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• MITCHELL
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• MORGAN
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• ENGINEERS & CONSTRUCTORS
• 511 UNIVERSITY DRIVE, SUITE 204
COLLEGE STATION, TX 77840
• OFFICE (979) 260 -6963
• FAx (979) 260 -3564
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CERTIFICATION
This report for the sewer design for the Cottages of College Station Site was prepared
• under my supervision in accordance with provisions of the Bryan /College Station Unified
Design Guidelines for the owners of the property.
• = . or r ‘,.
• VERONICA J F MORGAN
/ � � ' �, I -0 77689 '.•,
fib Veronica J.B. org E., C.F.M. + �h�FS'' . P '.O�y
SI 7Nt1LE t ,
Registered Professional Engineer
- State of Texas No. 77689 Tri2.1.4 844
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INTRODUCTION
• The purpose of this sewer report is to present analysis of the sanitary sewer
infrastructure to be constructed to serve the Cottages of College Station Site located at
• Holleman Drive and FM2818. This report will provide ultimate development demand
analysis for the sanitary sewerlines to be constructed for this area. The parameters used
for design and analysis are those put forth by the Bryan /College Station Unified Design
Guidelines.
GENERAL DESCRIPTION
Located near the intersection of Holleman Drive and FM2818, The Cottages of College
Station property consists of approximately 135 acres of undeveloped land. The
Cottages of College Station property will consists of a mix of retail, commercial and
• multi- family residential uses. Of this property, the 135 acres will receive sanitary sewer
• service via the existing 18" sewerline located at the south corner of the property,
11111 extended by the 2818 Place Properties project. The proposed sanitary sewer layout
consists of two connections to the existing 18" sanitary sewer line south of the site. The
proposed sewer layout will be implemented through gravity flow and is shown in Exhibit
• 1.
f SUBBASIN DETERMINATION
• For this sewer study, the extent includes all areas that can be serviced through the
fib development 18" sanitary sewer pipe by gravity flow. The extent includes the ultimate
development of the Cottages development, including additional areas as shown on the
approved Concept Plan (Exhibit 2) for the future multi - family and retail areas. The
• ultimate development includes the current Cottages of College Station, five future
retail /commercial developments, and three future multi - family use developments. Each
of these phases will be defined as a subbasin. Mixed family use subbasins Al & A3 will
• contain approximately 3 acres of open space and will not be included in determining the
sewer demand. The Cottages of College Station will contain many small areas within
the development due to the onsite proposed sanitary sewer. The existing 18" sanitary
sewer will need to satisfy all demands within the study extent.
• FLOW CALCULATIONS
The Cottages of College Station Subdivision development consists of multi - family, and
• retail, therefore, demands for those future areas were determined using Method 2 from
B /CS Unified Design Guidelines. For the Cottages site plan, the population factor was
assumed to be 1 person per bedroom and the total number of bedrooms was used to
define the node demands. A generation rate of 100 GPD /cap was used to determine a
• demand for each node. The sewer demand for the clubhouse building was determined
based on area and a 750 gallons per day per acre. For the future multi- family use,
• subbasins were assumed to contain 20 dwelling units per acre. Therefore, a population
• factor of 20 was used with a 2.7 persons per dwelling unit multiplier to determine the
subbasin demands. For the retail /commercial land use, a rate of either 2700 gallons per
day per acre or 4800 gallons per day per acre were used depending upon the probability
that a restaurant use would occupy the area.
• The demand for each sanitary sewer subbasin was used to define Dry Peak flow and
Inflow & Infiltration. Dry Peak flow is defined as Average Daily flow increased by a factor
• of 4. I &I was calculated using a fraction of the Average Daily flow, being 25 %. The total
demand, Wet Peak, included the summation of the Dry Peak flow and I &I. The flow
demands for each sewer node are found on Exhibit 3.
The Cottages of College Station- Ultimate Development
Sanitary Sewer Report
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• Pipe capacity was calculated based on pipe diameter and pipe slope. These capacities
were then compared to the sanitary demand contributions to each pipe segment.
• Exhibit 4 illustrates the cumulative demand along the sanitary sewer lines and the
corresponding line map can be seen on Exhibit 1.
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• PROPOSED SANITARY SEWER
• For the proposed sanitary sewer lines, public and private conditions, based on B /CS
Unified Design Guidelines, were used in calculating pipe capacity. The proposed
sanitary sewer pipes consisted of 4 ", 6 ", 8 ", 10" and 12" diameter. As shown in Exhibit 4,
• sanitary lines A, B & H will be designed as public facilities to serve future Tots. These
lines will service not only the proposed Cottages of College Station Site Plan, but also
the future retail, commercial and multi - family developments as well. Although 4" lines
• can serve a bulk of the Cottages development we have utilized 6" lines on Segments GG
and JJ to help prevent clogging on these long runs of private sewer lines.
CONCLUSION
- The sanitary sewer system proposed in this report is expected to provide sewer service
to the Cottages of College Station, as well as the future retail, commercial and multi -
• family developments within the subject tract. Assumptions and standards were based
• on the B /CS Unified Design Guidelines.
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The Cottages of College Station- Ultimate Development 2
Sanitary Sewer Report
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• ATTACHMENTS
• EXHIBIT 1: Proposed Overall Sewer Layout
• EXHIBIT 2: Conceptual Development Plan
EXHIBIT 3: Sewer Demands
4 EXHIBIT 4: Pipe Capacities
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• The Cottages of College Station- Ultimate Development 3
Sanitary Sewer Report
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