HomeMy WebLinkAboutMunafo, Joseph O_.�g%JFFO(�-co
ELIZABETH A.NEVILLE,MMC y r/y Town Hall,53095 Main Road
TOWN CLERK 0 P.O.Box 1179
CA Z Southold,New York 11971
REGISTRAR OF VITAL STATISTICS 6 • Fax(631)765-6145
MARRIAGE OFFICER y,�
� Telephone(631)765-1800
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Sabrina Born, Southold Town Clerk's Office
DATED: December 16, 2014
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4287 1 for a Cesspool/Septic Tank Construction
Permit submitted by: Joseph Munafo
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
or
r'
Dated
hoz 9 l 010
i ��f
{
ELIZABETH A. NEVILLE �`L`� Gy Town Hall, 53095 Main Road
TOWN CLERK p P.O. Box 1179
to 2 Southold,New York 11971
REGISTRAR,OF VITAL STATISTICS W_ Fax(631) 765-6145
MARRIAGE OFFICER �if,�L Op� Telephone(631) 765-1800
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential @ $10or Non-Residential @ $25 Application No. `CK 7
Permit No.
Applicant Name ,��e- �
Applicant Mailing Address 4 6 M11 �G�K lc.► !� (1�ti S
Septic Tank or Cesspool
Brief Description of Proposed Construction or Alteration P w tf ow`e
Location of Proposed Construction/Alteration:
Owner of Property: AU-X,ct 4_0
Owner Mailing Address:
Owner Property Address:
Name and phone number of contact person 35,5,e��
Tax Map No: Section Block b tc, Lot 3. 1
Cross Street R
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL
Signat re of Applicant Date
Received by:
e 4QP
° DRAINAGE SYSTEM CALCULATIONS_ SURVEY OF
1 - DRIVEWAY AREA: 1,990 sq. ft. LOT 1
2CayVP - 1,990 sq. ft. X 0.17 = 338 cu, ft. 1
011 338 cu. ft. / 42.2 = 8.0 vertical ft. of 8' dia. leaching pool required
pQJ '�✓ e - PROVIDE (2) 8' dia726 sq. ft. X 0.17 = 293 cu. ft.. X 4' high STORM DRAIN POOLS MAP OF PROPERTY OF
ROOF AREA: 1,726 sq. ft. JOHN S C 0 TT
1,
,(Z,• a_ B.e��'\/� o Q4�, �O 293 cu. ft. / 42.2 = 7.0 vertical ft. of 8' dia. leaching pool required
FILE No
`S._ 0' PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOL$ . 11699 FILED APRIL 27, 2DD9
1^ , S�'• `�2Gyy,y -. SITUATE
r&y�9 9 O PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ._._�
` -4&y
PECONIC
���� •. ��+' / J�6� `93`8 ,y0 PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: (: )
TOWN OF SOUTHOLD
GP�4, e. d �� / 2 y
SUFFOLK COUNTY, NEW YORK
`pJ�� Q -• ��'�./ /� �"� Ha ,es S.C. TAX No. 1000-75-06-3.1
SCALE 1"=50'
o �S'd`i• s /`1 AUGUST 25, 2014
1 � /
j •. �� J / �- o_ ry� AREA - 80,050 sq. ft.
r �o / / OF HEALT S S .' lb
° `s WELL 1.838 ac.
{ aQ, o V /
SUi CtLK
CQU TY DEPARTIdENT r 11 / 1��• CERTIFIED TO:
a• 2° I CONSTRUCTION {' JOSEPH AAFO
PER h4t FOR APPROVAL OF / R �� // �O� // i�I a �� y J001 MUNAFO
Tj �. � / 2'.
(\ 1*,}EjyCE ONLY/ �O �.'L`.i-o ADVOCATE'S ABSTRACT, Inc.
S►NGLIr / �� /� '�E/�F y� �tic9y� WESCOR LAND TITLE INSURANCE COMPANY
/ \ \ !� \� yy'// I CLEARING NOTE
16i/ 201 ���r�w`� \ ` F Bey / L� f) �• CLEARING OF NATIVE VEGETATION LIMITED TO 35.0%.
I DEC 1 `� F 1'a0, y' / - OF TOTAL LOT AREA
\ F vrooD jFD' r � /
�`� I / / e NOTE
d e 1 S �.`�i`F.'.. / 1
A
1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM
3'•:.::',_-• QG.'� ;,�jfi� 01 / I I � / � AL � EXISTING ELEVATIONS ARE SHOWN THUS:3.0
e t1 / EXISTING CONTOUR LINES ARE SHOWN THUS: ------5----_
f / / / ! ' I 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS.
• �' Fu; i`t�AXI ItiI OY OF APPROVAL "�l / / 1 TANK; 8' LONG, 4'-3' WIDE, 6'-7' DEEP
. d:' R;a F r(51It L:A 1�, � / / / I 1 �b
/ �[ R 6 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.
/ TRF WF 6 3 POOLS; 4' DEEP, 8' dia.
75' NO O\S�fP \ -- _Q. PROPOSED 50%FUTURE EXPANSION POOL
lzvAL PROPOSED 8' DIA. X 4' DEEP LEACHING POOL
• \ 1 / I- I 1 ®PROPOSED 1,000 GALLON SEPTIC TANK
p`�Y+o4i 114
4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HER
EON ARE FROM FIELD
• QOBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
c %i1
[p�yb TEST HOLE DATA
� o � (AS SHOWN ON FILED MAP)
40o Cj
EV. 9.0DARK BROWN SANDY LOAM 0
y
iFyJ l / / ��
AL BROWN SILTY SAND SM
Lif
v' 9'� e ��• I / ..-.i:ii / / �' ( 1 PALE BROWN FINE
a TO MEDIUM SAND SP
5.4' IN
<V
PALERBROWN FINE Tei
PREPARED I M UM
`� TO MEDIUM SAND SP
STANDAR ED `� .d �; / =:,0.::: J' /
8Y THE I / � � s''p•
FOR N�AFrR ... ! ,cr,_I /� 12' �V
TTTL ,t�"
ego/��� Y / '� 1 JI.G .O PROPOSED SEPTIC SYSTEM DETAIL
As (NOT TO SCALE)
Z• :: e .`? /pp��� ,o TOP BURIED
L01 F.n-14.0- 4'DEEP .max FINISHED GRADE
_()� / / E24
4 I/
' / G� PRECAST REINFORCED CONCRETE COVER 24'dio.LOCKING,WATERTIGHT 3 INSECT PROOF FINISH GRADE
"F3 Q BURIED V DEEP min.2'DEEP max. CAST IRON COVER TO GRADE ELEV. 12-3•
C\�`
-NN YIN.4•".
20'min MIN, 4'eia.
/ry , APPROVED PIPE O'min. TOP EL 11.3' 3.
`J� ('�j� _' • �� PITCHED 1 4'i' TOP ELEV.3j,0' - PITCHED 1/ED e/1. FURTHEST
3S POOL LEACHING
f)OL
7 / •h-J, �� INV.EL 1f1 tea, 4'eiCROSyOJER 3'CLEAN
N Lic. No. 50467 �� \ 6 V 11.5'
E7.EV.1 f"0• ELEVI a.S PIPE SWD
3 a B�AFFLE2� •c` COLIAR
UNAUTHORIZED ALTERATION OR ADDITION' +��\ i C)
Nathan Taft Corwin ii{ THIS SURVEY S A VIOLATION OF
SE -
SECTION 7209 OF THE NEW YORK STATE �� 10. dp
EDUCATION LAW. y
e
Land Surveyor COPIES OF THIS SURVEY ANP NOT BEARING S e a
THE LAND SURVEYOR'S INKED SEAL OR e a ��i>: I B08'Tdw� ' GF N3.�A7FR
EMBOSSED SEAL SHALL NOT BE CONSIDERED • .O,I'• ELEv
TO BE A VAUD TRUE COPY. SEPTIC TANK (1)
p.O 0T-ts TEST HOLE ELEV. 9.0' _
CERTIFICATIONS INDICATED HEREON SHALL RUN AS SHOWN ON FILED MAP t.MINIMUM SEPTI:TANK CAPACITIES FOR A t TO 4 BEDROOM HOUSE IS 1.000 GALLONS. LEACHING POOLS (3)
ONLY TO THE PERSON FOR WHOM THE SURVEY /y 1 TANK;8'LONG,4'-3'WIDE,6'-7'DEEP
Title Surveys - Subdivisions - Site Plans - Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY. GOVERNMENTAL AGENCY AND 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 psi AT 28 DAYS. MINIMUMINP SYSTEM FORA 1 TO 4 BEDROOM NORSE 5 300 p R 9DEWALL AREA.
LENDING INSTITUTION LISTED HEREON,AND 3.WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4•. 3 POOLS;G 4 DEEP,8' O
PHONE (631)727-2090 FOX (631)727-1727 TO THE ASSIGNEES OF THE LENDING INST- is ALL WALLS.BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 Psf. 2.LEACHING FOOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL)
LEACHING STRUCNRES.SOLD DOMES AND/OR SLABS.
n z N/0/F 4.ALL JOKM SHALL BE SETHE ALED SO THAT THE TANK S WATERTIGHT. 3.ALL CaVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL).
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 0 5. E SEPTIC TANK SHALL BE MSTNlEO AT LEVEL el ALL DIRECTIONS(WITH A MAX.TOLERANCE OF*1/47
ALFRED N. DiNUNZIO Jr. TH A MINIMUM T THICK BED OF COMPACTED SAND OR PFA GRAVEL 4.A 10 min.DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MM4TAINEO.
OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS z &' BARBARA H. Di.NUNZIO BETWEEN
1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF 6.A 10'min.DISTANCE BETWEEN SEPTIC TANK AND NOOSE 511A1L BE MAINTAINED. 6.AN 8'min.DISTANCE� ,u LEACHING POOLS
SEP�tiC TKNy�Wy BE MAINTAINED.
Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED.