Stormwate management report STORMWATER
MANAGEMENT REPORT
Prepared for:
Queensbury Square, LLC
Monty's Discount Wine & Liquor
& New 42'x130' Retail Building
l�
Corner of Weeks Rd & NYS Rt 9
I Tax Map # 296.17-1-38
i
Town of Queensbury
Warren County, New York
1
Prepared by:
Hutchins Engineering
169 Haviland Road
Queensbury, NY 12804
November 15, 2017
4
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION .............................................................................. 1
2.0 EXISTING SITE CONDITIONS ........................................................................ 1
3.0 PROPOSED DEVELOPMENT ......................................................................... 2
4.0 PROPOSED STORMWATER MANAGEMENT ................................................... 2
5.0 TOWN OF QUEENSBURY REQUIREMENTS .......................................................... 6
6.0 CONSTRUCTION PHASE EROSION PRACTICES ................................................... 7
7.0 TEMPORARY EROSION &SEDIMENT CONTROL MEASURES ................................. 7
8.0 CONTROL OF LITTER, CONSTRUCTION DEBRIS & CONSTRUCTION CHEMICALS .... 8
9.0 SEQUENCE OF CONSTRUCTION ........................................................................ 8
10.0 MAINTENANCE OF TEMPORARY EROSION & SEDIMENT CONTROL DEVICES 8
11.0 OPERATION & MAINTENANCE PLAN ................................................................... 8
12.0 PERMANENT EROSION CONTROL ...................................................................... 9
1.0 PROJECT DESCRIPTION
The project consists of the construction of a 42'x130' slab-on-grade, wood framed building for
commercial retail use, a parking area with 27 spaces and a service road from Weeks Road. Also
associated with the project is the construction of utilities, lighting, landscaping and stormwater
management.
The parcel is 1.42-acres at the southwest corner of State Rt. 9 and Weeks Road in the Town of
Queensbury, Warren County, New York and presently contains the commercial business of
Monty's Discount Wines and Liquors. Project disturbance totals 0.8-acres.
2.0 EXISTING SITE CONDITIONS
The project site is partially developed over it's easterly half, containing the liquor store and parking
and the remaining westerly portions have been mostly cleared and are vacant field, with a 2-3%
north to south slope. Site soils are mapped as Hinckley Cobbly Sandy Loam, HSG-A which are
deep, well drained sandy soils on outwash plains. Several deep soil test pits performed for a
previous project encountered fine and medium sands with traces of silt.
Existing Conditions Summary
Total Project Site Area: 1.42 Acres
Building Coverage: 7600 SF
Walks, Drives & Parking Areas: 19,900 SF
Total Impervious: 28,500 SF
Drainage design points
The site is broken into one drainage design points:
1 L— Runoff to South
Design $t9rm Events:
50-year, 24hr, Type-II distribution, 4.8"
Existing Conditions Calculated Stormwater Runoff to South—1L
50-year design storm (4.8") 1.23 CFS 0.069 acre-feet
3.0 PROPOSED DEVELOPMENT
I
Proposed Conditions Summary
Total Project Site Area: 1.42 Acres
Building Coverage: 12,460 SF
Walks, Drives & Parking Areas: 29,210 SF
Total Impervious: 43,270 SF
Project Disturbance: 0.8 Acres
I
4.0 PROPOSED STORMWATER MANAGEMENT
As this is a commercial project with soil disturbances not exceeding 1-acre, NYSDEC SPDES
requirements for stormwater discharges from construction activities do not apply to the project.
The Town of Queensbury requires that commercial projects must implement stormwater
management practices designed to manage the 50-year design storm event.
Runoff from the front portion of the new building, parking and sidewalk areas will flow across the
new parking area will flow into vegetated detention areas, with 8-ft diameter drywells installed in
the base of these detention areas. Runoff from the rear of the building will be captured and
infiltrated in a 3-ft wide stone filled eave trench. Runoff from the new service road and from
adjacent portions of Weeks Road will be captured in a vegetated swale constructed between the
service road and Weeks Road, which will have two 8-ft drywells installed in it's base.
An infiltration rate of 10-inches per hour is utilized for the infiltration facilities. Runoff calculations
have been prepared utilizing SCS TR-20 methodology and HydroCAD analysis software for the 50-
year Type-II simulated rainfall distributions. Criteria utilized in the analysis are summarized as
follows:
Desic
in Storm Events:
50-year, 24hr, Type-II distribution, 4.8"
Developed Conditions Calculated Stormwater Runoff to South—1 L
50-year design storm (4.8") 0.00 CFS 0.000 acre-feet
The developed site has been modeled as a series of subcatchments (drainage areas) and ponds,
as shown on the HydroCAD drainage diagram. Full results of stormwater runoff computations are
attached to this report.
5.0 TOWN OF QUEENSBURY REQUIREMENTS
The Town of Queensbury requires that for commercial projects, the 50-year design storm event be
evaluated.
Existing 50-year peak storm volume: 0.069 AF
Developed 50-year peak storm volume: 0.0 AF
Existing 50-year peak storm discharge: 1.23 CFS
Developed 50-year peak storm discharge: 0.0 CFS
The 50-year storm calculations show that the Town's requirements for commercial projects are
met.
6.0 CONSTRUCTION PHASE EROSION PRACTICES
Practices to be implemented during construction for erosion and sediment control include silt
! fencing and temporary sediment basins in various portions of the total disturbed area. Silt fencing
will be placed across slopes (on the contour) in all areas downgrade of disturbed areas.
Temporary sediment traps will be utilized in areas where construction phase runoff concentrates.
7.0 TEMPORARY EROSION & SEDIMENT CONTROL MEASURES
Erosion and sediment control measures will be incorporated into the construction of the project.
These practices will comply with the New York State Department of Environmental Conservation
publication entitled "New York Guidelines for Urban and Sediment Control" (the blue book).
Separate erosion and sediment controls will be installed for each phase of construction. The
following temporary erosion and sediment control devices are to be utilized:
1. Sediment Control Fence
Silt Fence shall be used to control erosion from sheet flow on slopes not to exceed 1 on 3.
Concentrated flows shall not be directed toward the silt fence. The silt fence must be
installed parallel to the contour lines to eliminate drainage along the fence.
2. Temporary Seeding
Land that is stripped of vegetation will be seeded and planted as soon as possible. Any
area that will remain cleared but not under construction for five days or longer will be
seeded with a ryegrass mixture and mulched to stabilize soil until construction resumes.
3. Temporary Diversion Swales
Temporary diversion swales shall be constructed either to divert clean stormwater runoff
from newly graded areas or to direct sediment laden runoff to a sediment trapping device.
4. Dust Control
Measures for dust control during construction shall be implemented as needed. Daily water
sprays will be used during dry conditions. In addition to water sprays, temporary mulching,
temporary seeding and covering stockpiles with tarps shall be implemented when
necessary.
5. Erosion Control Blanket
Fabricated straw or biodegradable mesh blankets shall be utilized to protect and
temporarily stabilize slopes of 1:3 or greater and shall be applied to graded, topsoiled, and
seeded slopes. Blankets will be attached with staples or stakes in accordance with
manufacturer's recommendations. Blankets on cut slopes and vegetated ditchlines will be
maintained in place permanently and allowed to biodegrade.
8.0 CONTROL OF LITTER, CONSTRUCTION DEBRIS &
CONSTRUCTION CHEMICALS
During the course of construction, the site shall be kept clear of debris and litter which could be
transported by water or wind. This material shall be picked up daily and shall be stored in waste
debris containers where it will be securely held.
All petroleum products or other waste contaminants which are water soluble, or could be dispersed
and transported by stormwater, shall be stored in covered containers and shall be regularly
removed from the site and properly and legally disposed of. All petroleum or other hazardous
materials shall be stored and handled in conformance with NYSDEC spill prevention and
containment requirements.
9.0 SEQUENCE OF CONSTRUCTION
Prior to the start of construction, the contractor shall install the sediment control fence along the
low side of each area to be disturbed in order to contain runoff from the construction site.
Concurrently, the stabilized construction entrance is to be installed.
Following the completion of all planting and the establishment of all grass areas, any collected
sediment and sediment control fencing shall be removed. Any debris from the perimeter of the site
shall be removed and dispose of all waste material shall be disposed of in a legal manner.
10.0 MAINTENANCE OF TEMPORARY EROSION & SEDIMENT
CONTROL DEVICES
The contractor shall inspect the sediment control fence weekly and after every rain event and
remove trapped sediment and maintain the devices such that they are in good working order.
11.0 OPERATION & MAINTENANCE PLAN
The parcel owner is to provide the maintenance needed in order to ensure continuous and
effective operation of the stormwater control practices. Sediment removal should be performed
annually or semi-annually in the vegetated pretreatment/lawn areas and drywells.
Mowing and trimming of the vegetated slopes and SMPs should be performed as needed
throughout the spring, summer and fall, typically semi-weekly. Any eroded areas shall be
immediately repaired, retopsoiled, revegetated and covered with erosion control blankets.
12.0 PERMANENT EROSION CONTROL
All pervious areas shall be graded, topsoil installed and seeded or planted as soon as practical, but
in no case shall finish graded soils be exposed for more than seven days. Seeded areas on slopes
over 1:3 shall be stabilized with erosion control blankets as specified on the plans.
ATTACHMENTS
• Location Map
Soils Map
0 Subcatchment Map— Existing Model
HydroCAD — Existing
■ Subcatchment Map— Proposed Model
HydroCAD— Proposed
HYDROCAD
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