HomeMy WebLinkAboutPermit Wastewater Allocation Supplemental Info (3) (1111111111416P:tiNVIA,IP
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CITY OF SOUTH BURLINGTON
i kit DEPARTMENT OF PLANNING & ZONING
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4,� �cii: 575 DORSET S 1'REET
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SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
row..00*� FAX(802) 846-4101
December 5,2001
Mr.Andy Rowe
Lamoureux&Dickinson
14 Morse Drive
Essex Junction,VT 05452
RE: Skiff Subdivision,Springhouse Road
Dear Andy,
This is to confirm that the City of South Burlington has allocated 810 gallons per
day of municipal wastewater capacity for the existing Skiff residence on
( Springhouse Road, and that the City will allocate an additional 1,200 gallons per
day of municipal wastewater capacity to serve the approved subdivision. The
total allocated wastewater flow from this subdivision will be 2,010 gallons per
day.
Each of the new homes will be individually permitted for four bedrooms or 480
gallons per day of wastewater capacity,based on 150 gallons per bedroom less
the 10% municipal connection and 10% water conservation credits.
The fee for the additional 1,200 gallons per day will be$5,520.00. If you need any
additional information,please call me.
Sincerely,
Juli Beth Hoover,AICP
Director of Planning&Zoning
cc: Robert&Marley Skiff
(, Ray Belair,Administrative Officer
12/05/2001 13:05 802-878-3135 LAMOUREUX DICKINBON PAGE 02
LAMOUREUX & DICKINSON MEV
14 Morse Drive Consulting Engineers, inc. C802)478-4450
Essexiunction,Vermont 03432 Fax i802)878.31 33
• May 31, 2001
Sarah MacCallum
Department of Planning&Zoning
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
RE: Robert& Marley Skiff
Proposed 3 Lot Subdivision
Springhouse Road
Dear Sarah:
We are writing on behalf of Robert&Marley Skiff regarding their proposed 3 lot
subdivision located off Springhouse Road. We are requesting sewer allocation of 960 GPD to
serve the two proposed single family residences,in addition to 810 GPD for the existing
dwelling on Lot 1. The total design flow of 2010 GPD, based upon the State of Vermont
Environmental Protection Rules, is summarized below:
Lot 1 6 bedrooms x 150 GPD/bedroom x 0.90** = 810 GPD
Lots 2 & 3: 2 houses x 4 bedrooms/house x 150 GPD/bedroom x 0.80k= 960 GEL?
Infiltration 0.13 mile x 6" pipe x 300 GPD/inch/mile = 240 GPD
Total design flow =2010 GPD
10%reduction taken for connection to municipal collection system
* 20%reduction taken for water conserving fixtures and connection to municipal collection system
The existing Skiff home, as well as two adjacent properties are currently served by an
existing 6" sewer line that connects to the municipal system on Meadowood Drive. The two
proposed lots will also be served by this existing connection to the municipal sanitary sewer.
We are requesting a letter stating the ability of the City of South Burlington to provide sewer
service for this project(please reference the total design flow in the letter). Please call our office
with any questions.
Sincerely,a4—
Andrew
Rowe
cc: Bob& Marley Skiff
Peter Collins
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