HomeMy WebLinkAboutPermit Wastewater Allocation WWA-24-111*Flow Calculations
(You may substitute an engineer’s calculation or letter for the information requested
below)
For residential projects, list number of bedrooms and units requested:
Number of
Bedrooms
Number of Units
X
Gallons per day
per unit =
Total Flows
1 140
2 or more 210
TOTAL
Notes: ___________________________________________________
________________________________________________________
For commercial and industrial projects, list existing and proposed tenants, uses and
flows:
Tenant/ Type of use Number of Flows per Other Total
Business seats, SF, etc X unit Adjustments Flow
TOTAL
*Total development wastewater flow requested: ________gallons per
day
Flow characteristics (for commercial and industrial projects)
Volume:
____________________________________________________________
__________________________________________________
Flow rate:
____________________________________________________________
__________________________________________________
Strength:
____________________________________________________________
__________________________________________________
additional
for a total of 2,120 gallons per day
Please do not write below this line
Application & Recording Fee received: _____________ ________
Name Date
Receiving Plant: ______Airport Pkwy _____Bartlett Bay
City Center District: ____Yes _____No
Approved by Water Pollution Control Department (Commercial and Industrial
Projects)
______________________ _____________
Director of Water Pollution Control Date
Preliminary allocation issued: (payment of fee is not required)
_______________________ _____________
Director of Planning and Zoning Date
Final allocation issued: (payment of fee is required, either in full or pro-rated for
projects with multiple zoning permits involved)
_______________________ _____________
Director of Planning and Zoning Date
Final allocation expires _________________with permit #____-____-____
(Date)
Zoning permit issued___________________with permit#____-____-____
(Date)
Associated WW connection permit (if applicable) #____-____-____
For extensions of Final Allocation Only
EXTENSION GRANTED ____________to______________
(Date) (Date of Expiration)
50% EXTENSION FEE PAID _________ $___________
(Date) (Amount)
Existing Water flows:Existing Sewer flows:Existing Office Building at 4 Laurel Hill Drive - Municipal Connection Existing Office Building at 4 Laurel Hill Drive - Municipal Connection
Green Mountain Credit Union Green Mountain Credit Union·13 Employees x 15 gpd/employee =195 gpd ·13 Employees x 15 gpd/employee =195 gpd·200 Customers x 4 gpd/customer =800 gpd ·200 Customers x 4 gpd/customer =800 gpd
802 Eye Care 802 Eye Care·5 Employees x 15 gpd/employee =75 gpd ·5 Employees x 15 gpd/employee =75 gpd·25 Patient x 4 gpd/patient =100 gpd ·25 Patient x 4 gpd/patient =100 gpd
Vermont Women's Magazine Vermont Women's Magazine·3 Employees x 15 gpd/employee =45 gpd ·3 Employees x 15 gpd/employee =45 gpd
State Farm Insurance Agent State Farm Insurance Agent·1 Employees x 15 gpd/employee =15 gpd ·1 Employees x 15 gpd/employee =15 gpd
Art Instructor Art Instructor·1 Employees x 15 gpd/employee =15 gpd ·1 Employees x 15 gpd/employee =15 gpd·10 Customers x 4 gpd/customer =40 gpd ·10 Customers x 4 gpd/customer =40 gpd
Lawyer Office Lawyer Office·1 Employees x 15 gpd/employee =15 gpd ·1 Employees x 15 gpd/employee =15 gpd·1 Customers x 15 gpd/customer =15 gpd ·1 Customers x 15 gpd/customer =15 gpd
Counselor Counselor·1 Employees x 13 gpd/employee =13 gpd ·1 Employees x 13 gpd/employee =13 gpd·6 Patient x 4 gpd/employee =24 gpd ·6 Patient x 4 gpd/employee =24 gpd
Massage Therapist Massage Therapist·1 Employees x 32 gpd/employee =32 gpd ·1 Employees x 32 gpd/employee =32 gpd·6 Client x 4 gpd/Client =24 gpd ·6 Client x 4 gpd/Client =24 gpd
Total Existing Water Flow as of January 2007 = 1,408 gpd Total Existing Sewer Flow as of January 2007 = 1,408 gpd
Proposed Water flows:Proposed Sewer flows:
·20 Employees x 15 gpd/employee =300 gpd ·20 Employees x 15 gpd/employee =300 gpd·1 1-Bedroom Apts x 150 municipal connection =150 gpd ·1 1-Bedroom Studio x 140 municipal connection =140 gpd·6 1-Bedroom Apts x 150 municipal connection =900 gpd ·6 1-Bedroom Apts x 140 municipal connection =840 gpd·4 2-Bedroom Apts x 300 municipal connection =1,200 gpd ·4 2-Bedroom Apts x 210 municipal connection =840 gpd
Total Proposed Water Flow = 2,550 gpd Total Proposed Sewer Flow = 2,120 gpd
Municipal Water Allocation Needed =1,142 gpd Municipal Sewer Allocation Needed =712 gpd
Prepared by: Civil Engineering Associates
10 Mansfield View Lane - South Burlington, VT 05403
January 23, 2024
Proposed Residential Conversion at 4 Laurel Hill Drive - Municipal
Connection
Proposed Residential Conversion at 4 Laurel Hill Drive - Municipal
Connection
Proposed Water and Sewer Design Flows
Laurel Hill Apartments, LLC
4 Laurel Hill Drive, South Burlington, Vermont 05403
P:\AutoCADD Projects\2023\23151-West\3-Permitting\3-State Applications\Wastewater\Design Flows Table - 4 Laurel Hill-1-23-2024