Southtowns Record

PBA03.12.2026packet

Government
Town of West Seneca
Board
Planning Board
Meeting
Mar 12, 2026, 6:00 p.m.
Posted by publisher
Feb 25, 2026
Kind
Agenda packet
Topics
Water, sewer and drainage, Roads and traffic, Zoning and land use

Original document

Same meeting

Text · page 20 of 65

Read the whole document on one page (all 65 pages, each with its own heading)

Proposed Bank
1465 Union Road
West Seneca, NY 14224
Page 3 of 3
2/11/2026

The Contractor will be responsible for implementing the following erosion control and storm water
management control measures. The Contractor may designate these tasks to certain subcontractors as he
sees fit, but the ultimate responsibility for implementing these controls and ensuring their proper
functioning remains with the Contractor. The order of activities will be as follows:

A.  Construct temporary construction exit at location shown on the Demo & Erosion Control Plan Sheet.
B.  Install perimeter silt fences in the locations shown on the Demo & Erosion Control Plan sheet.
C.  Clear and grub site within disturbance limits.
D.  Commence site grading.
E.  Disturbed areas of the site where construction activity has ceased for more than 14 days shall be
  temporarily seeded and watered.
F.  Construction of building.
G.  Installation of proposed utilities.
H.  Finalize pavement subgrade preparation.
I.  Construct all curb, drainage inlets, storm sewer pipes and storm sewer manholes, as shown on the
  plans. Install temporary inlet protection at the locations of all new inlets.
J.  Dust control.
K.  Remove inlet protection around inlets and manholes no more than 48 hours prior to placing stabilized
  base course.
L.  Install base material as required for pavement.
M.  Carry out final grading and seeding and planting.
N.  Clean storm system following construction.
O.  Remove silt fencing only after all paving is complete and exposed surfaces are stabilized.

Section 6 – Geotechnical Items

According to the USDA Web Soil Survey, the onsite soil is made up entirely of Niagara silt loam. This soil is
categorized under hydrologic soil group D and will have a slow infiltration rate when thoroughly wet.

See Appendix D for Soil Information.

  Page 20 of 65