HomeMy WebLinkAboutStrong, RaymondELIZABETH A. NEVILLE, RMC, CMC
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
southoldtown.northfork.net
TO:
FROM:
DATED:
OFFICE OF THE TOWN CLERK
TOWN OF $OUTHOLD
Southold Town Building Depa~ hnent
Carol Hydell, Southold Town Clerk's Office
October 21,2011
OCT 2 4 2011
BLDG. DEPT.
TOWN OF SOUTHOLD
RE:
Cesspool Construction Application
Transmitted herewith is a copy of application No. 4054
Permit submitted by:
Mark Schwartz for Raymond Strong
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 return it to me. Thank you.
I have reviewed the applicat~ map of the project cited above and make the following
recommendations:
APPROVE
DISAPPROVE
Comments: Final approval required f~om the Suffolk County Health Department
Signature L /'~
Dated
ELIZABETH A. NEVILLE
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
o,
/~f"ei~.~,i/~'~P"V SOUTHOLD WA;;::WA:iTo~R OISTRICT
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Town Hail, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
southoldtown.northfork.net
Residential ~ $10 t)~ or Non-Residential ~ $25 __
Applicant Name /~/(~.~/~ ,_~ ~-]~,,~ f'-
Applicant Mailing Address /od ~,.J<~ ~g,,..¢
Septic Tank ~X/,or Cesspool ~-
Brief Description of Proposed Construction or Alteration
Application No. __
Permit No.
[
Location of Proposed Cons ,~tion/Alteration:
Owner of Property:
Owner Mailing Address:
Owner Prope~y Address:
Name and phone number of contact person
Tax Map No: [000 Section ~ ~ Block O J- Lot 0 ~--
Cross Street
NOTE: LOCATION MAP MUST BE SUBMITTED WITH .a~,PPLICATION. NEW
CONSTRUCTION m~OVI~S SURVEY W.~'p~AATFD~fd3~NT A~PaOVAL
Signature of A~plica~t~/ Dat~'
Received by:
~AMOQUE
EL. 13.9'
2l]ll JUL
!0.5' DARK BROWN LOAM OL
B ROXX~N SILT ML
3"
BROWN C~Y~ SAND SC
5'
zo~,x .. PALE BROWN FINE TO
~ COURSE SAND ~
~ -- EL. 0.8' -- 13.1'
i ~ WATER IN PALE BROWN FINE
~.w.~,,~.,~.,~, - ; ~ ~ ' ~ TO COURSE SAND ~
~ ~= __,~ ~ TEST HOLE DATA ;~~~
~ ~ IL~-~I ~ 04/26/2011 ;'~ I~~ I ~
~ ~ NACANI)
/~o/ ,~,u,
~'~ domment s~'~ ~0' ~3~t:m ~
~INGL~ DAHILY I~ESIDENCE ONLY
SITE PLAN
SCALE: 1"= 50'-0' a~.ow~t~_ /~
FOR M~IMUM OF ~ ~ BEDROOM5
EXPIRES THREE YEARS FROM DATE OF APPROVAL
SURV~: 05-03-2011
ME~$ AND BOUNDS:
PECONIC ~ND SURV~ORS, JOHN M~ZGER
LIC. 49618
FLOOD ZONE FROM FI~ MAP
36103C0158H
~ 0
S-1
~' · REVISIONS:
· '""'" . .. ' ' p N / O / F JOHN J. HASSETT Jr.
EL. ,,.' ~J'J-J' 2..' STY, FILAMED HOUSE
:::'"i F,N. FU~.: ~L ~6.s' ~' D~0(/ELLING ~,'ITH PUBLIC ~0~/ATER
I-- 8'dia'6';ee~ ..... b REMOVE AND FILL
o I - ~;;£L-F "--.<-'"'
Nt~X/GRADE AT EL.
SEPTIC: EL. 14.0' 13.8'~
et- TEST HOLE EL. 13.9'
24.3'
EXISTING
1STY.
GARAGE
EX. DRIVE",X/AY
l~ ~ATER
/vlETER
46041'30'' E 160.00'
PAVERS
B AYV i AVENUE
OX/ATER IN STREET)
(VACANT)
PROPOSED SEPTIC LOCATION:
UTILITY
POLE
13.2'
-AREA OF EXISTING TO ELEVATION 14.0'
SEPTIC SYSTEM FOR SEPTIC SYSTEM
EDGE OF PAVEMENT
FROM FROM
SYM.: DESCRIPTION:
LOC. A: LOC. B:
ST 1500 gal. SEPTIC TANK 19.0' 20.1'
LP 1 8' dia. 8' deep LEACHING POOL 30.4' 35.5'
LP 2 8'dia. 8' deep LEACHING POOL 34.1' 30.2'
SEE ATTACHED SPECIAL CONDITION
GRADING PLAN AND/OR PLOT PLAN
EXISTING SEPTIC
SYSTEM PER SCHDS
REQUIREMENTS
BUILD UP GRADE PER
SCHDS REQUIREMENTS
PARTIAL SITE PLAN
SCALE: 1" = 20'-0'
D~dELLING
PUBLIC ~K/ATER
MAINTAIN MIN. 20' min.
SEPERATION BETWEEN
SEPTIC SYSTEM AND
DRY. ELLS PER SCHDS
MAINTAIN MIN. 10' min.
SEPERATION BETWEEN
SEPTIC SYSTEM AND
~,~/ATER LINE PER SCHDS
$CTM# 1000-52-5-2
HOUSE FIN. FLOOR: EL. 16.5'
12-5'-v
TOP EL.
I APPROVED PIPE
14-'
~ mn. P TCH 1/4"/r
1500gal.
SEPTIC
TAN K
'INV. EL. 12.2'
PROPOSED SEPTIC SY I'EM DETAIl
(NOT TO SCALE)
FINISHED GRADE
ELEV. 14-.0'
MIN.
11.7'
MIN. 4" DIA.
TOP EL.
APPROVED PIPE LEACHING
min. PITCH 1/8"/1' POOL
EL. 11.6'
2 POOL 8,'r'~TEf-1-
MINIMUM SEPERATION DISTANCE TO SE%X/AGE DISPOSAL SYSTEM
FINISH GRADE
ELEV. 14.0'
LEACHING POOLS
/-'-6"
r-o" , 3' CLEAN
~ SAND
;' 3, ', COLLAR
NOTES:
1). MINIMUM LEACHING ~Y~I'EM IS 2 POOI.~: 8' DEEP. 8' DIA.
2). LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE
(OR EQUAL).
3). ALL COVERS SHALL BE OF PRECA~T REINFORCED CONCRETE (OR EQUAL).
4). A MINIMUM DISTANCE BET~/EEN LEACHING POOLS AND ~/ATER LINE SHALL BE
MAINTAINED.
5). AN 8' MIN. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL
BE MAINTAINED.
SEPTIC TANK
-- BOT. EL. 4.1'
-- GROUND ~X/ATER
ELEV. 0.8'
NOTES:
I. DISTANCES BET~EN LEACHING POOLS AND 'O~ELLS ARE BASED UPON DEPTH OF THE 'gC'~LL(S) INVOLVED OR REALTY SUBDIVISlOI~
REQUIREMENTS. REFER TO "STANDARDS AND PROCEDURES FOR PRIVATE "X/ATER
2. DISTANCES BETt3~EN LEACHING FOOLS AND ~(/ETLANI~ ARE SUBJECT TO APPROVAL BY THE NEgl/YORK STATE DEPARTMENT
~NVI ROMEFITAL CONSERVATION PRIOR TO ISSUANCE OF SUFFOLK COUNTY APPROVAL
3. IF PROVCdq TO lie AB$OLLrfLy NECESSARY. WATER UNES MAY BE APPROVED 'C/ITHIN 10 FEET OF A SE~/AGE DISPOSAL ¢YSTEM,
:~C~ID[O THE WATER UNE IS PROTECTED FROM CONTAMINATION OR DISTUREANCE (e~. INSTALLATION OF UNE INSIDE A
UkRGER DIAM~ UNE FOR PROTECTION).
4. INCREASED Db'TANCE AaAy lie REQUIRED liA~ED UPON SITE CONDmON$.
NOTES:
1). MINIMUM SEPTIC TANK CAPACmES I$1500 GALLONS.
2). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT
28 DAYS.
3). ~X/ALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6' AND A
BOTTOM THICKNESS OF 4'. ALL g(/ALL~, BOTTOM AND TOP SHALL CONTAIN
REINFORCING TO RESIST AN APPUED FORCE OF 300 psf.
4). ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS ~/ATERTIGHT.
5). THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (~/ITH A
MAX. TOLERANCE OF +/- I/4') ON A MINIMUM 3' THICK BED OF COMPACTED
SAND OR PEA GRAVEL.
6). A 10' MIN. DISTANCE BET~/EEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED.
REVISIONS:
S-3
SCi'M# 1000-52-5-2