HomeMy WebLinkAboutMazzaferro, MikeELIZABETH A. NEVILLE, MMC
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS OF MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, NewYork 11971
Fax (631) 765-6145
Telephone (631) 765-1800
southoldtown.northfork.net
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO:
FROM:
DATED:
RE:
Southold Town Building Department
Carol Hydell, Southold Town Clerk's Office
July 6, 2012
Cesspool Construction Application
Transmitted herewith is a copy of application No. 4095
Permit submitted by:
Mark Schwartz for Mike Mazzaferro
for a Cesspool/Septic Tank Construction
Please review the application and location map and advise if this office may issue the permit.
Please complete the form below and retum it to me. Thank you.
I have reviewed the application and location map of the project cited above and make the following
recommendations: L~
APPROVE
DISAPPROVE
Comments: Final approval required from the Suffolk County Health Department
JUL - 9 2012
BtDG DEPI
ION~N OF SOUIHO[D
ELIZABETH A. NEVILLE -~
'I~OWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION er ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
.~Town Hall, 63095 Main Roa,
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-614,5
Telephone (681) 765-1800
southoldtown.northfork.ne(
Residential ~ $I0 k// or Non-Residential ~ $25 __
ApplicantName //~/~ 5/.pl~(~ {'"'"'--~
Applicant Mailing Address ]~ ~t.~ ~ ~
Septic Tank or Cesspool
B fief Description of Proposed Construction or Alteration
Location of Proposed Construction/Alteration:
Application No. ~"
Permit No.
Name and phone number of contact person ~ Vax Map No: Section //2~ Block
NOTE: LOCATION MAP MUST BE SUBMITTED WITIt APPLICATION. NEW
Recoived b'y: ~~'~ V(~((~
MOORE'S LANE
NOTES:
_ N 16'1'50" ~K/
1). MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. REMOVE EXISTING
900 GALLON SYSTEM PER SCHDS REQUIREMENTS.
2). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OE 3000 psi AT
28 DAYS.
3). ~(/ALL THICKNESS SHALL BE A MINIMUM OF 3'. A TOP THICKNESS OF 6" AND A
BOTTOM THICKNESS OF 4'. ALL ~K/ALLS. Bo'rroM AND TOP SHALL CONTAIN
REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf.
4~. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS LK/ATERTIGHT.
0.45' '~ 289.577' 515 5632" E ~
SEPTIC TANK
NOTE :
1~. MINIMUM LEACHING ~EM I~ 3 P~; 6 DEEP, 8' DIA. ADD I N~ P~L TO
CONNE~ TO EXI~ING ~EM. ~S
2). L~CHING ~ ARE TO BE CON~RUCTED OF PRE~ REINFORCED CONCR~E COgN~ ~EPA~TMENT OF ~EA N
3). ~;~;~ SHALL BE OF PRECA~ REINFORCED CONCR~E (OR EQUAL). ~'E ~ IT ~;,; ~:;;;;:: OF C0 N ~TRgcTION FO~ A
EESIDE~ ONLY
4).A MINIMUM DI~ANCE e~E~N LEACHING ~O~ ~D WATER LINE ~HALL BE
~I~AINED.
S-1
5). AN 8' MIN. DI~i'ANCE BETWEEN ALL LEACHING POOL~ AND SEPTIC TANK SHALL
5). THE SEPTIC TANK SHALL BE INSTALLED AT LL~VEL IN ALL DIRECTIONS (WiTH A BE MAINTAINED.
MAX. TOLERANCE OF +/- 1/4') ON A MINIMUM 3" THICK BED OF COMPACTED
SAND OR PEA GRAVEL
6). A 10' MIN. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED.
JUN 1 g 2012~
A"P"OVED !/ / -
EXPIRES THeE ~ARS FROM DATE OF APPROVAL