HomeMy WebLinkAbout60 Burnham Street (4) n aNd're�
J Town of South Windsor - Health Department
1540 Sullivan Ave., South Windsor, Cr 06074—Mailing Address
1530 Sullivan Ave., South Windsor,Cr 06074—Office Address
,y Phone Number: (860)337-6173, Fax Number: (860)644-1930
O'°"-' B100a APPLICATION
(for building conversion,change of use,building addition,accessory structure and lot line change)
Standard application review time is 5-10 days,if soil testing is needed,additional time will be required to complete the review process.
60 Burnham Street
Street Address of Proposed Activity/Structure
Truth Baptist Church / 60 Burnham St SW 06074 / 861E-289-89 a
Owner Name Mailing Address Telephone
Rom Rowley, CT PF / 30 FPIInws I anP FH 06108 / 860-989-9321
m Applicant Nae(if different than owner) Mailing Address Telephone
This pronect is about a 0 expansion of our existinq church auditorium,
Describe the proposed structure or activity with dimensions:
The project involves expanding our auditorium toward Burnham Street which is
not close to the septic tank and field lines which are located in the hack yard of
the church. The edge of the parking lot addition will be 1' over the corner of the
H-20 septic tank which should present no problem.
See letter to Heather Oatis dated 3/22/2018 for wastewater flow projections and septic system adequacy. [attached to this doc]
Residential Number of existing bedrooms
Non-residential Please describe Church -- proJected 540gpd average flows
Property served by on-site well? Y N If No,List name of water company Mn(',
Property served by septic system? Y N Age of system Date last pumped 9016
Plot plan—attach a scaled drawing showing property lines and dimensions, location and size of existing and proposed
structures, and site features such as driveways, wells and septic systems, drains and water courses.
Building plan—attach a sketch/floor plan of the proposed structure, addition or renovation showing existing and
proposed rooms with door and window locations.
Soil test data(deep test pits and percolation test) are required for the review of this application.
If the data is NOT available, you will need to schedule an appointment with the health department for soil testing.
As property owner or duly authorized representative of the property owner of the above referenced property,I agree to allow the
health department staff to enter the above referenced property as part of this B 100a application review process. I further agree that
this authorization to enter the subject property may extend through a period of time ending with the final B 100a application
approval and affirm such with my signature b
Applicant Signature: Date: 4/11/2018
FOR OFFICE USE ONLY-
i
Approved: b
N By: �1S Date:
Comments/Conditions:
May 2011
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
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April 12,2018
Truth Baptist Church
Bim Rowley, CT PE
30 Fellows Ln.
East Hartford,CT 06108
B-100 APPLICATION
Street address:60 Burnham Street Town:South Windsor, CT 06074
Dear Mr. Rowley:
On April 11, 2018, this department received an application proposing an addition to the auditorium that is existing
on your property. Based on the information provided and paperwork in our files this request has been approved
under the following conditions:
Maintain a minimum 10 feet distance from the existing septic tanks and leach fields from the proposed addition.
Approval is being granted under Section 19-13-13100a of the CT Public Health Code. This approval is given with the
understanding that you will provide proper care and maintenance of the existing system (the septic tank is to be
pumped every 3 years).
THE OWNER IS RESPONSIBLE TO SEEK PROPER AUTHORIZATION FROM ALL TOWN AGENCIES PRIOR TO START OF
CONSTRUCTION.
Should you have any questions, please do not hesitate to contact this office at(860)337-6173.
Sincerely,
4Ak4A D V6
Heather Oatis, REHS
Environmental Health Officer
cc:South Windsor Building Official
3/22/2018
Heather Oatis, REHS, HHS
Environmental Health Officer
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
RE: Review of Septic System in View of Proposed Auditorium Expansion
Dear Ms. Oatis,
I appreciate talking to you on the phone and the design documents from 1998 that you forwarded via email
to me.
In reviewing the design criteria that I had submitted in 1998,I believe the following observations are in
order:
1. The existing system was designed and built to handle the future [today] building expansion for our
complex to handle 550 people on Sunday mornings, 300 on Sunday evenings, and 250 on
Wednesday evenings. We also had a small Christian school that met daily at the facilities and
consideration was given to peak flows for church dinners, special banquets or wedding receptions,
etc.
2. At that time we proposed a system that was 4.25 times larger than necessary.
3. However our future expectations have proved somewhat optimistic. Instead of 550 we are
designing the expansion for only 350 seats giving a potential total future at this point of about 500
including Sunday School and Junior Church— 10 to 15 years from now.
4. Also we no longer have Wednesday evening church, having gone to small groups during the
midweek which largely meet in people's homes. Also we no longer have a Christian school as
more people are home schooling or sending their kids to public or other Christian schools. Also
our Sunday evening services have not grown as more people are opting for Sunday morning and
Wednesday evening small group meetings.
5. The original design in 1998 called for Total Maximum One Day Flows of 2600gpd and Average
Daily Flows of 540 gallons/day [calculated for optimistic future growth].
The current future projections would be the same as the past future projections. Our current attendance is
about 250 on Sunday mornings, which is actually about the same as it was in 1998. However, we used to
have two Sunday morning services but have chosen to go back to one for various reasons which
necessitates expanding our auditorium by about 50%.
We have continued our maintenance of the system by having both tanks pumped every two years to avoid
solids build up which would effectively reduce the tank sizes.
When we built the new field lines and connected the two field systems together as shown in the drawing
that you sent to me, we found that after 10 years of use including dosing by pumping at 75 gpm the
effluent had never reached that far into the field line. Dust was still on the rocks and pipe from the
construction in 1988. This indicates that the system is well oversized to handle any future foreseeable
growth.
Thank you,
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Bim Rowley,CT PE#12230 ev
Truth Baptist Church
860-989-9321
www.truthbaptistchurch.org
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1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
'tO•SOR cn` TELEPHONE (860) 644-2511
April 12,2018
Truth Baptist Church
Bim Rowley,CT PE
30 Fellows Ln.
East Hartford,CT 06108
B-100 APPLICATION
Street address:60 Burnham Street Town:South Windsor,CT 06074
Dear Mr. Rowley:
On April 11,2018,this department received an application proposing an addition to the auditorium that is existing
on your property. Based on the information provided and paperwork in our files this request has been approved
under the following conditions:
Maintain a minimum 10 feet distance from the existing septic tanks and leach fields from the proposed addition.
Approval is being granted under Section 19-13-13100a of the CT Public Health Code. This approval is given with the
understanding that you will provide proper care and maintenance of the existing system (the septic tank is to be
pumped every 3 years).
THE OWNER IS RESPONSIBLE TO SEEK PROPER AUTHORIZATION FROM ALL TOWN AGENCIES PRIOR TO START OF
CONSTRUCTION.
Should you have any questions,please do not hesitate to contact this office at(860)337-6173.
Sincerely,
Dn
Heather Oatis, REHS
Environmental Health Officer
cc:South Windsor Building Official