HomeMy WebLinkAboutTaylor �a
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ELIZABETH A.NEVILLE,MMC aye Town Hall,53095 Main Road
TOWN CLERK a %� P.O.Box 1179
Z Southold,New York 11971
REGISTRAR OF VITAL STATISTICS .1C Fax(631)765-6145
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER Telephone(631)765-1800
FREEDOM OF INFORMATION OFFICER ®! �� www•southoldtownny.gov
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD D (�
D
TO: Southold Town Building Department SEP 1 5 2016
FROM: Carol Hydell, Southold Town Clerk's Office
BUILDING UER'i',
DATED: September 16,2016 TOWN, OF SOUTHOLD
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4425 for a Cesspool/Septic Tank Construction
Permit submitted by:
Robert& Florence Taylor
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
All0;
/
Dated
�T
o
ELIZABETH A. NEVILLE 5 G.f. Town Hall, 53095 Main Road
TOWN CLERK p P.O. Box 1179
C 2 Southold, New York 11971
REGISTRAR.OF VITAL STATISTICS B Fax(631) 765-6145
MARRIAGE OFFICER ��� Telephone (631) 765-1800
RECORDS MANAGEMENT OFFICER ��d ��
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 @ $10X or Non-Residential @$25 Application No. 9 ! 25
Permit No.
Applicant Name Ts c.4. &Qklyah ifi w.[\Lk �
Applicant Mailing Address (9() &X
Septic Tank v,**"or Cesspool z�
Brief Description of Proposed Construction or Alteration R S0"'J-A,r4 �c b i
�.�
Location of Proposed Construction/Alteration:
Owner of Property: EntUlt(St_ cwi4"
Owner Mailing Address: I17LIS: ca-, oy/;"--'
Owner Property Address:i n 1 one
Name and phone number of contact personalagk�l–a om S 6
Tax Map No: Section i t Block_� Lot 1
Cross Street bew S) 44— AL-<-
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WI H HEALTH DEPARTMENT APPROVAL
Ignature of Applicant Date
Received by: ,
EDGE OF 77DAL WETLANDS AS
DE7ERMINED BY
SUFFOLK ENVIRONMENTAL
CONSULTANUNG, INC. NOV, 2015
^FSG o
O v�
Water Line(s) MUST Be Inspected B R
M NER Ea
TEST HOLE DATA Suffolk County Dept. Of He_atth-dei-CeSe '
McDONALD GEOSC/ENCE Call 852-5700, 48 Hours In Advance
04/01/15 To Schedule Inspection(s).
EL. 5.71 0� - �
MIXED SAND & LOAM
D
PALE BROWN FINE TO COARSE SAND (SW) >
WI TH 109 GRA VEL
-------- �G�4 C/ I d i� y J��5 d m
33 0' d 5 6'
PALE BROWN FINE TO COARSE SAND (SW)
WA TER IN PALE BROWN FINE NOTE CHANGE
+ ��s�1
TO COARSE SAND (SW) By Suffolk County Department ofSj °
WATER ENCOUNTERED 4.1' BELOW SURFACE PJj ° C_
O D Z
Z\ f
O
SEPTIC SYSTEM RETAINING WALL PROPOSED SEPTIC SYSTEM
NOT TO SCALE
g
- t 8 (4 BEDROOMS)� TOP WALL 6' D
EL. 6.6' [1] 1000 GALLON PRECAST SEPAC TANK
0 ,#5 REBAR ® 12' 0.C. 300 sq.ft. LEACHING
[6)LEACHING GALLEYS (318 sq.ft. = 3 EXP. GALLEYS)
(TOTAL 9) AD PCENT
0 #5 REBAR ® 12" O.C.
EXISANG CESSPOOL TO BE REMOVED OR RLLED pUe IC \IgAj �
IN TO SCDHS SPECS
:0 EXISTING GRADE L 0 T CO VERA GE
3M
3' SPLICE ; PROPERTY LINE AREA BUILDABLE LAND-9316 sq.ft.
10 1' 1' 9316 sq.ft. 1y
#5 REBAR EX/SANG
o HOUSE & DECK 1427 sq.ft.
® 12' O.C.- EW SLEEVED WATER GARAGE 331 sq.ft.
o SERWCE 1758 sq.ft.
J. 1758/9316 = 18.9% ZC
8' ;-------------- - ----
-----------
oo o PROPOSED
36" CONC. = 3500 psi HOUSE & DECK 1532 sq.ft.
STEEL - 3500 psi GARAGE 331 sq.ft.
>f 5 REBAR A 10' EACH WAY 1863 sq.ft.
1863/9316 = 20.0.`6
NYSDEC LOT COVERAGE
NOTE: UPLAND AREA = 11183 sq.ft.
SUBSURFACE SEWAGE DISPOSAL 1863/11183 = 16.6%
SYSTEM DESIGN BY JOSEPH FISCHET`R, P.E.
HOBERT RD. RAIN RUNOFF CONTAINMENT,
SOUTHOLD, N.Y. 11971 ZON
(631) 765-2954 HOUSE WITH PORCH 1389 sq.ft.
1389 x 1 x 0.17 = 236 cu.ft.
236/42.2 = 5.6 VF
PROVIDE 3 DWs. 80 X 2' DEEP g,--
4
SEPTIC SYSTEM DETAIL
F.F. EL. 11.0' EL. 9' NOT TO SCALE �
CAST IRON FRAMES
AND COVERS TO GRADE FINISHED GRADE
i
EL 6.9' TW 6.9'
24' 1 MIN. MASONARY CHIMNEYS
'M.X. MASONARY CHIMNEY
JNV 3E• 6 MIN. 2'N.
7.5' INV.EL. r 12
1/4"PER FOOT 6.5' 6' 10 INV.EL.
®®®to CE
MINIMUM PITCH TIA
MfN.4'DIA. PIPE 6' 1/8' PER FOOT INVEL ®®®tS 2
MINIMUM PITCH 5.6' ®M0 Iz
MIN.4'DIA. PIPE
+
+4" 2' (3) 2 feet deep gullies
1000 GAL 2' in.
PRECAST WATER EL=1.6' MNWM'
SEP77CTAW
1hiAftwow
I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL
AND CONS7RUC770N OF SUBSURFACE SEWAGE DISPOSAL Qo = HYDRANT
SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE E = MONUMENT
BY 774E COND177ONS SET FORTH THEREIN AND ON 774E m = TEST HOLE
PERMIT TO CONSTRUCT. FLOOD ZONES
p = METER VAULT 36103CO501 I
ANY AL TERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLA 77ON ® = WA 7ER VALVE ELEVATIONS
OF SEC77ON 7209OF THE NEW YORK STATE EDUCA 77ON LAW. REFERENCED
EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS O = UTILITY POLE
Y HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA =13,662 SO. Ff. LOT NUMBERS
WHOSE SIGNATURE APPEARS HEREON. TO TIE LIE SUFFOLK COU
HYDRANT
SURVEY OF PROPERTY '
DEAN DRIVE A T CUTCHOG UE
"PUBLIC WATER IN STREET" TO WN OF SO UTHOLD
-RoN eRoKF� ASPHALT ARB SUFFOLK COUNTY,
CpNCRETE
c 1000-116-05-11
METER
O„ vA�� VAULT SCALE. V=30'
N74'42wP�R - MA Y 26, 2015
o METER
JUL Y 16, 2015 (REVISIONS)
VAULT
AUG. 20, 2015 (REVISIONS)
AUG. 26, 2015 (REVISIONS)
GARAGE WATER _i OCT. 29, 2015 (REVISIONS)
SUPPLY Y
NOV. 17, 2015 (REVISIONS)
,g' G.F.EL.6.6' .._. b-
coNc. i DEC. 23, 2015 (REVISIONS) '
46 ! 1z JAN. 15, 2016 (REVISIONS)
s I ,
o x
Z = } r
a,-R I F o a,
y 10.0' LG
v A ta�G� �qp� pp��j`�p� +-
.LG: :LG' 10.0' I n1
L Yacco no �XCA1PA71lS�� INSPECTION lO� 6'6G�6itUII D� c C\•
'TJ rl-,2 N I \ 12/16/201 FOR SANITAFPY SYSTEM
�0 iLGG--:LG: I p o (n 0 BY HEALTH DEPARTMENT
10
U r
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10
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ST 24, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
"?o
PERMIT' Fon APPROVAL OF CONSTRUCTION FOR A
' co m a
N_ o. v+�s SINGLE FAMILY RESIDENCE ONLY
CO
r•� L i
m 4.3' ;'pyy e p0� DATE H.S. REF. NO � j V
APPROVED -�
P JgL
'F 6°'y0G2c�zN FOR MAXIMUM OF BEDROOMS
N :`�` 4'4 EXPIRES THREE YEARS FROM DATE OF APPROVAL
6 a' 0.
4.4' 6 4.3
o X65 (AE6)
,$a `� °`"- N o"E
pD Engineees Certifaction Required
F�p
-
",-D-W--, a��� / Submit P.E. Or R.A. Certification
rFI 173 4' For installation And Construction
1E Of I�' )n l v�
For Final Appr val. Use Form MM-073.
EDGE of LAWN
ando
BEACH o nment Ofe fstinr,
GRASS cOmfOrmance with . anitary system must '
3.0' WDE (\/EB com de�artn�ent re be t1i
( P ted form -vwtq quire;nent Submit
as proof.
s
GH GELP 6
OF NS
^' sa
CA s
------- TIE LINEFESSI0�P�4i
BEACH ALONG MHWM
5$3'58'20"W _ MHWM
45.59
OF'`I 1
pECON .,tiT
BA Y
FROM FIRM `�,�• , �
49618
CONTOURS LINES PECO SURVEYORS P.C.
• NA VD 1988 (631) 765-5020 FAX (631) 765-1797
ARE REFERENCED TO "MAP OF BEACWOOD COLONY PROPERTY" P.O. BOX 909
a' TY FILE NO. 727 1230 TRAVELER STREET
snl I TNnl n Al Y 19 4 71 15-1,32