HomeMy WebLinkAboutNaoum, Ioannist
ELIZABETH A. NEVILLE, MMC
TOWN CLERK pp�
to
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER j �►
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
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Carol Hydell, Southold Town Clerk's Office
DATED: March 26, 2015
u io[arow ny,gav
'L1
MAR 2 7 2015
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4295 for a Cesspool/Septic Tank Construction
Permit submitted by:
Ioannis Naoum
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 application and location map of the. project cited above and make the following
recommendations:
APPROVE
DISAPPROVE
Comments: Final approval required from the Suffolk County Health Department
Signature
®3 3 c?1s.
Dated
ELIZABETH A. NEVILLE
TOWN 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
Town Hall, 53095 Main Roa,
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765-1800
southoldtown.northfork. net
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential $10 V or Non -Residential 25 �Q
@ @ $ Application No. �l
Permit No.
Applicant Name P
Applicant Mailing Address G1 S- 3 2 2 ZdL Sf-W(1,oc
Septic Tank . or Cesspool
Brief Description of Proposed Construction or Alteration t1 ao 0'AQ �1�^
Location of Proposed Construction/Alteration:
Owner of Property: '&Ar2eA94 I- f n 8W A_ A! Ae)c ,t
Owner Mailing Address: 4-15-3!2 7 2_co 4_�\ � + tj2A-+t3a.,-k !;� i d_ N \1
Owner Property Addre
U
Name and phone number of contact person — �9 i 7 ),6 13 D 3 2. Q
Tax Map No: 10 d 6 Section (p `1 Block _ Q Z Lot 7, & j
Cross Street R yx -p-
NOTE:
e
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL
26 zv IS
Signature of App scant Date
Received by:
b
SURVEY OF PROPERTY
PAGE 1 OF 2
SITUATED AT
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-104-02-7.4
SCALE 1"=50'
JULY 25, 1998
APRIL 14, 2005 ADDED PUBLIC WATER
FEBRUARY 6, 2007 REVISED MAP
FEBRUARY 12, 2015 ADD NEW HOUSE
MARCH 9, 2015 REVISE PLAN
AREA = 57,685.68 sq. ft.
1.324 ac.
NOTES,
1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: 10.0
PROPOSED ELEVATIONS ARE SHOWN THUS: 12.0
3. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS.
1 TANK; 8' DIA., 5' EFFECTIVE DEPTH.
4. MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA.
4 POOLS; 4DEEP, 8' dia.
PROPOSED FUTURE 50% EXPANSION POOL
PROPOSED 8' DIA. X 4' DEEP LEACHING POOL
0 o PROPOSED 1,500 GAL. SEPTIC TANK
S. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
6. THIS PROPERTY IS COMPRISED OF P/O LOTS 51, 52 & 53 AS SHOWN ON
MAP OF NASSAU FARMS
FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY
ON MARCH 28, 1935 AS FILE No. 1179
7. LOT NUMBERS SHOWN THUS: LOT 3 REFER TO
SUBDIVISION MAP FOR MABELLE DEMPEWOLF
LAST DATE REVISED DECEMBER 5, 2005.
DRAINAGE SYSTEM CALCULATIONS.
ROOF AREA: 1,500 sq. ft.
' 1,500 sq. ft. X 0.17 = 255 cu. ft.
255 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required
PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS
PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: O
ROOF AREA: 1,300 sq. ft.
1,300 sq. ft. X 0.17 = 221 cu. ft.
221 cu. ft. / 42.2 = 5.2 vertical ft. of B' dia. leaching pool required
PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS
PROPOSED 8' DIA. X 6' DEEP DRYWELL FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: O
PREPARED IN ACCORDANCE WITH
STANDARDS MR TITLE SURVEYS
� OF NEW .}>
AQP O
No.
Mp1N
,dptER
- EXSpNG w
% ENO O
TEST HOLE DATA
(TEST HOLE DUG BY McDONALD GEOSCIENCE ON JULY 22, 1998)
ELEV. 20.2' a.
MRK BROWN SANDY LOAM OL
1'
BROWN LOAMY SAND SM
fffl3'
Nathan Taff -Corwin 111
1, Land Surveyor
low
Title Surveys - Subdivisions -
Site Plans - Construction Layout
PHONE (631)727-2090
Fax (631)727-1727
OFFICES LOCATED AT
MAILING ADDRESS
1586 Main Road
P.O. Box 16
Jamesport, New York 11947
Jamesport, New York 11947
LOT 1
'4 PGPN�
CESSPOOL OOL�
WELL
150'
GROUNDWATER_ 16.6'
WATER IN PALE BROWN FINE TO MEDIUM SAND SP
n
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED. AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE
THE EXISTENCE OF RIGHT OF WAYS
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
LOT 4
CESSPOOL jnJ
CESSPOOL/
DWELLING
WELL OVER 150'
o
WELL Gl
1J5E5 <J�
O..O
O a
O' N�
0
7
p/0 LOT FOUND
PIPE
LOT 3
J? �
g CONIC.0
lY 0.5'S, 1.2
LO 150• 'E
FOUND 2ND '`'�
Fn11ND CM FLOOR
FENCE FENCE/ CM
0.5'S 0.6'S, 0.1'W
S 85"46'00" W
CESSPOOL
(USES PUBLIC WATER)
DWELLING
p/0 LOT 50
CESSPOOL
CESSPOOL
DWELLING DWELLING
p 50
p/0 LOT 50 /0 LOT
WELL .. ..
0
0
WELL ao
FOUND
PIPE
ll�
O
.O
1.2'S, OAT
278.43'
DWELLING
p/0 LOT 50
^ _CE5SPOOL
FOUND
PIPE
17.9 p/0 LOT Q
4
O t0Z
1s.8
Z�+
O�
0
O09- 5 Fti'
r.
�P ya Ft 2r
��A
� yy�CP00\.
� T
Q
\JJ
n\
op\-� 6
p/0 LOT 51
0.
0
19.0
2
J? �
g CONIC.0
lY 0.5'S, 1.2
LO 150• 'E
FOUND 2ND '`'�
Fn11ND CM FLOOR
FENCE FENCE/ CM
0.5'S 0.6'S, 0.1'W
S 85"46'00" W
CESSPOOL
(USES PUBLIC WATER)
DWELLING
p/0 LOT 50
CESSPOOL
CESSPOOL
DWELLING DWELLING
p 50
p/0 LOT 50 /0 LOT
WELL .. ..
0
0
WELL ao
FOUND
PIPE
ll�
O
.O
1.2'S, OAT
278.43'
DWELLING
p/0 LOT 50
^ _CE5SPOOL
. STORMWATER MANAGEMENT NOTES:
STEEL OR WOOD
4' SOLID RING
j
1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION
EXTRA STRENGTH FILTER FABRIC POST (TYP.)
POLE (POST)
r 2
PAGE 2 r
MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING
RED'D. WITHOUT WIRE MESH SUPPORT
STEEL'IOR WOOD
1
AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. O.C. SPACING
APPROVED PIPE
rP� T T
4" din.
2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, W/ WIRE SUPPORT FENCE
FL W
D
DETAILS
j I L S
A CONTINUOUS LINE OF SILT SCREEN MAXIMUM OPENING OF 6' MAX. O.C. SPACING
W/0 WIRE SUPPORT FENCE
+r'-'�'6RQllND WATER
U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING
PITCHED 1/4-/1'
INLET-�
1
EL• 12.2'
AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS.
APPROVED PIPE
PITCHED 1/8"/1'
50' MIN.
INVERT
EL. 10.7'
THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS
gL0'N
8'-0"
OR TO BE SUFFICIENT TO
OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL
,��
j\\/%\\ j\\//\\/�
KEEP seolMENr ON SITE
DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS
--\\\\�\\
HAY BALES AND/OR
TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE
SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE
Arrncil FILTER FABRIC SECURELY
TO
// \ \//\
I SILT FENCING
PITCHED 1/8"/1'
SCREEN IS REMOVED./\\/
UPSTREAM SIDE OF POST
4" X 6" TRENCH
"
3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES,ij--%
"^t=\\/\�/\�/���
��� /j./ W/ COMPACTED
BACKFILL
o I q
A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL
SILT FENCE DETAILS
z
EL. 11.0
BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT
NOT TO SCA E
-�
Q -------------
SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES
SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS
TRENCH DETAIL
13� I a
NOTES; SILT
FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO
(NOT TO SCALE)
NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER
AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED
INVERT
OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW
OFF-SITE TRANSPORT.
SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED
HAY BALES AND/OR
UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED.
4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND.
TO BE USED WHERE TOPSOIL IS NECESSARY FOR
REGRADING do VEGETATING DISTURBED AREAS.
NOTES:
1. AREA CHOSEN FOR STOCKPILING OPERATIONS
SILT FENCING
5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND.
TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE
SHALL DRY AND STABLE.
2. MAXIDRY
SLOPE OF STOCKPILE SHALL BE 2:1.
PLAN VIEW
6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED
VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND
3. OCOMPLETION EACH
OWITH TETHER
m
g'
ON THE PROPOSED RESIDENCE.
PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE
PILE SHALLBE SURROUNDED SILT
o
N rn
7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS.
STABILIZATION MEASURE(S) SELECTED SHOULD BE
FENCING OR STRAW BALES, THEN STABILIZED WITH
<n
o_'�.
8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS
APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS,
VEGETATION OR COVERED.
ROAD IXISTING -----
OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF
AND REQUIRED PERIOD OF USE.
2
FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE.
9. ALL AREAS OF SOIL DISTURBANCE
/ 1 SLOPE OR LESS
I HAY BALES AN /OR
SILT FENCING
RESULTING FROM THIS PROJECT SHALL BE
SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW
STABILIZE ENTIRE PILE
WITH VEGETATION OR COVER .t• y .I•
.I. �, y
CONSTRUCTION ENTRANCE BASE OF
COMPACTED 3/4" STONE BLEND
IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF
W> 3' min
OR N.Y.S. D.O.T. APPROVED R.CA
FILL To18" MIN, ABOVE EXISTING
a
FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT,
N
y
GRADE TO ALLOW FOR DRAINAGE
WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE
'�
N.Y.S. Lic. No. 50467
CROSS SECTION
�- 8'
VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO
y
TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING
a
TEMPORARY CONSTRUCTION ENTRANCE
o_
PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION
I 1
SEPTIC TANK (1)
(NOT TO SCALE)
AND GROWTH.
10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA
t
VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER
TYPICAL STORMWATER UNIT
BOTTOM
THAN 1 SQUARE FOOT IN SIZE.
y
y y
11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR
(TOPS TO BE TRAFFIC BEARING)
SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF
N' \11 y
t y
(NOT TO SCALE)
OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO
CAST IRON INLET FRAME k COVER (FLOCKHART 763518 TYPE 6840)
THE ROAD. A NON -LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL,
FINISHED GRADE�OR 6" THICK REINFORCED CONC. COVER
1. SEPTIC TANK FOR 5-6 BEDROOMS IS 1,500 GALLONS.
OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR
8" TRAFFIC BEARING SLAB V 0
CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD.
L. 6.6
EL. 6.6'
� (mox.)
STRAW BALES OR SILT FENCE
SOIL STOCKPILE
HOUSE TYPICAL SEWAGE DISPOSAL SYSTEM
OT TO SCALE)
(NOT TO SCALE)
F.FL. EL. 24.5' FINISH GRADE FINISH GRADE
24"di°. LOCKING, WATERTIGHT & INSECT PROOF EL. 21.0' EL. 21.0'
CASs IRON COVER TO GRADE
CONC. o
CHIMNEYI E 2mox. a
CONC.-ri� E
OP 19.0'N iv CHIMNEY \\OP 19.5' i a
m
FINISH GRADE
EL. 21.0
1' min.
I E
fOP 19.4' 1 <
L r PIPE FROM ROOF GUTTERS
CRUSHED 3/4" - 1-1/2"
ALL AROUND
LEACHING RINGS
REINFORCED PRECAST CONC.
4000 PSI* 28 DAYS
MIN. 4" dia.
4' SOLID RING
j
8-0'
1
B.FL. EL. 13.5'
APPROVED PIPE
<MIN.
4" din.
PRECAST CONC.
+r'-'�'6RQllND WATER
PITCHED 1/4-/1'
INLET-�
1
EL• 12.2'
APPROVED PIPE
PITCHED 1/8"/1'
INVERT
EL. 10.7'
MIN. 4" PI
APPROVED PIPE
8'-0"
rr
Or
N q
-_
INVERT o
PITCHED 1/8"/1'
PRECAST CONC.
"
INVERT INVERT
T1 °'.
3rn m
INVERT
EL. 11.0
-�
EL. 12.4' EL. 11.7'
o
EL. 11.2'
INVERT
3 FLOW
5 BAFFLE
J o
EL. 10.6'
N
+ ,
30•
BEL OM 2•
0 0
m
g'
N
o
N rn
4" dia.
F POSSOVE
o
o
<n
o_'�.
o
0
;
o
74 I
W> 3' min
a
> w
I
'�
N.Y.S. Lic. No. 50467
�- 8'
a cOLuw
w O_ 3' in.
o_ f cai,vt
a
o_
SEPTIC TANK (1)
N
t
Corwin III
BOTTOM
8'
EL. 6.7'
TOM
1. SEPTIC TANK FOR 5-6 BEDROOMS IS 1,500 GALLONS.
L. 6.6
EL. 6.6'
1 TANK; 8' DIA., 10' HIGH (5' EFFECTIVE DEPTH), WITH SOLID DOME
BACK FILL MATERIAL TO BE
U r v e o r
2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 psi AT 28 DAYS.
Smin. CLEAN SANG AND GRAVEL
GR UND WATER
Smin.
BACK FILL MATERIAL TO BE
y
3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4".
GROUND WATER
L. 3.6'
GROUND WATER
CLEAN SAND AND GRAVEL
_
ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf.
4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT.
Successor To: Stonley J.
Isaksen, Jr. L.S.
5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4")
ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL.
LEACHING POOLS (4)
Joseph A.
Isaksen L.S.
6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. DISTRIBUTION
POOL OF
1. LEACHING SYSTEM FOR 5-6 BEDROOMS IS 400 sq ft SIDEWALL AREA.
Title Surveys - Subdivisions -
Site Plans - Construction Layout
' DIA, 10' HIGH (4' EFFECTIVE DEPTH), WITH SOLID DOMES
2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL)
PHONE (631)727-2090
Fax (631)727-1727
LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS.
OFFICES LOCATED AT
MAILING ADDRESS
3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL).
4. A 10' in. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED.
1586 Main Road
P.O. Box 16
5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED.
Jamesport, New York 11947
Jamesport, New York 11947