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ELIZABETH A. NEVILLE e, y ; Town Hall, 53095 Main Road
TOWN CLERK t o P.O. Box 1179
REGISTRAR,OF VITAL STATISTICS
Southold, New York 11971
MARRIAGE OFFICER G � Fax(631) 765-6145
RECORDS MANAGEMENT OFFICER "'/fig �i��1 Telephone (631) 765-1800
FREEDOM OF INFORMATION OFFICER -_ ��� southoldtown.northfork.net
OFFICETTOF TTFH��EppTOWpN DCLERK
SOUTHOLD W�S WATERU DIS�OSAL PERMIT
CONSTRUCTION OR ALTERATION PERMIT
SEPTIC TANK or CESSPOOL
Permit No. 2923 R Residential X Non-Residential
Fee $ 10.00 Septic X Cesspool
PERMIT ISSUED TO:
Name : JOHN O'BRIEN JR
Address 1 : 248 FAIRWAY DRIVE
City St Zip WADING RIVER NY 11792
Descripton of Proposed Construction or Alteration
SANITARY SYSTEM FOR SINGLE FAMILY DWELLING.
APPROVED AS SUBMITTED AND AS APPROVED BY THE SUFFOLK COUNTY DEPARTMENT
OF HEALTH SERVICES. REF #
Name Of Owner O'BRIEN JOHN JR
Mailing Address 1 248 FAIRWAY DRIVE
City St Zip WADING RIVER NY 11792
Property Address 1 350 LAUREL WAY
City St Zip LAUREL NY 11948
Tax Map No. section 125.00 block 4 lot 24.019
Cross Street LAUREL TRAIL
Building Permit Number Cross Reference:
Issue Date: 10/30/02 Elizabeth A. Neville
Southold Town Clerk
(TOWN SEAL)
,•11 oFFour
c= J9a3
ELIZABETH A. NEVILLE s,_� * ; Town Hall, 53095 Main Road
TOWN CLERK % o - P.O. Box 1179
ti 2 Southold, New York 11971
REGISTRAR,OF VITAL STATISTICS1441‘
MARRIAGE OFFICER ` ,!i ����$ Fax(631) 765-6145
RECORDS MANAGEMENT OFFICER =__7
41
1 �a�i,i• Telephone (631) 765-1800
FREEDOM OF INFORMATION OFFICER ��� southoldtown.northfork.net
• n , l!' _ • v I l
; OFFICE OF THE TOWN CLERK
• ; OCT 1 5 2002 I,. ) TOWN OF SOUTHOLD
_. .-
T90.v ;,,, ,Southold wn Building Department
FROM: Linda J. Cooper, Southold Town Clerk's Office
DATED: 10/11/2002
Transmitted herewith is a copy of application No.3042 for a Cesspool/Septic Tank Construction Permit
submitted by: John J. O'Brien Jr.
Please review the application and location map and advise if the project has received Suffolk County
Health Department approval and if this office may issue the permit.
Please complete the form below and return it to me.
Linda J. Cooper
* * * * * * * *
I have reviewed the application and location map of the project cited above and make the following
recommendations:
APPROVE
DISAPPROVE
Comments: 4000-
2°‘-‘111‘‘t s
Signature
Dated
OCT 13 '0208:45AM SOUTHOLD BUILDING 631 f 65 9503 P. 1
•
OFFICE OF THE TOWN CLERK ,,.
TOWN OF SOUTHOLD � �� �'� =_ Application
�
ELWETH A.NEVIL E,TOWN CLERK •
P.O.SOX 1179 -' r Construction
r;':iOLD,NEW YORK 11971 � -, <A,,. � � ., -
} Alteration M
4' 7,9'. .
Telephone $10.00 -Residential _
(63x) 765-1300 - ®1 ..' $25.00 -Non-Residential
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISPOSAL DISTRICT
APPLICATION •
for •
CONSTRUCTION or ALTERATION PERMIT
SEPTIC TANK or CESSPOOL
Permit No.
Fee .$
DATE a--1 O 2OO�
APPLICANT NAME; 1® -1I`1� .t
APPLICANT ADDRESS: 'KIN/
. .�� . ' V I 1 "1 -�-'
SEPTIC CESSPOOL_ ii 'II
DESCRIPTION OF PROP OSED CONSTRLlCTI N OR ALTERATION lJPly'I�r1�U(101`�
kw L. IG L IJ K A r I t9-, r X ib-,01707-114
..`)CATION MAP: Must be attached hereto before permit may be issued.
L :CATION OF PROPOSED CONSTR CTION, OR ALT RATION:
OWNER OF -PROPERTY: JD}} , 41 J
OWNER MAILING ADDRESS: ' j .i► ' 114.k. / ' '4t
. ' 1N . 111
61
OWNER PROPERTY ADDRESS: `me-I -: ____ !� ' SO j t a ,g
� t
J .:...!4..S�iiEEEE��\f� 1i.R1es1i rt."' 1,
TELEPHONE NUMBER OF CONTACT PERSON: Joi-I 1I I
TAX MAP NO. : Section 125 Block ® Lot 24 �I
CROSS STREET:
BUILDING PERMIT NUMBER CROSS REFERENCE:
/ 1 • t '
Sr nature pf Appli =r t
RECEIVED B 4011)
C ark's Office
DATE: MA _
o'- U1 PROPOSED WATER
N� SERVICE
g '" + 32.0 /----------",
J Q 'I
•
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OD21
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pp�� �A
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,off
o 11111111
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F` FRINTMV—1=
N
` \ -
ppo� 1i,p�yoG6INV OU
iff
LOT 26
31,298 SF
1,3"
h
\\\\czsCS ->
\0.0\
31.4
�����s
"10\1\3-
0
N /
. N '.-....-] '
LEGEND •
PROPOSED SEPTIC TANK
0 PROPOSED LEACHING POOL
32.0
FUTURE EXPANSION
1
PROPOSED BUILDING •
-- - PROPOSED CURB
RIN a. 31.E `
FINISHED GRADE
MilaillIIIIIII
INLET INV. 25.67 . .4 . . • .
4'0 DR-18 PVC , . . . . ,, .n... ^ 4- DR-18 PSCC O iX mitt '
f 'S55Y.VNN11 YN 5i�.Y.I:y....,......,' 1 '• �I-Df'E
m 2x YIN. sLOPE : 5W11NN111NN11Y.i...h
ih55'NNhYlilNh'hY.r
' Vili'' WET INV. 25.17
WAY AY. ''''''"1:',.:.1.0
• 555Y1NNN11NNl1h555Y1hY.YN1 ' 1p -. INLET WV. 25.5.3
55Y.YNN1i11++N11Nh'h55 .Y.Y1NiN1' `
11hY Z Y�N�:':5i,:::::::::::::::::';',;; a/
%%WN11NNNNhY. YN1NN111•
1,000 GALLON SEPTIC TANK ' -- — —
•
TELEPHONE
BOX
31.7+
27
1 SF •
/I
1aO'00
I“u
BUILDING cS • -D
ENVELOPE00 W.
PROPOSED WATER •
L. SERVICE
' LP-1
RIM = 31.00± M.H.
;c?' INV IN = 25.83
\,`
2 UTIL. BOX '�
NO\� 0 FUTURE J
EXPANSION
0
/ 4,:-- 7 7 9
-V ,--. ____\•
FOFSF0 ST-1cc
�0 % y RIM = 31.00± tt
o ti C' INV IN = 28.67 /
•
17-:"<\ INV OUT = 28.17
•
. . n-V
26 ,�
t SF .
2s 0,
±
31.4
LOT 25
.,• ••/ ,
30,973 SF •
N / 7\
.O/
N
V
32.0
0' 30' 60' 9C
. 11111.11.1M111111
(SCALE IN FEET)
1"=30'-0"
TH-1Air TH-2TH-3
FG FG FG
0 0
•
• LOAM
•
- - ___----_.,---T_. .. .. . . . LOAM ', LOAM 2
y , ' . 1. SANITARY DE
FOR A 4 BEDI
2. CONTRACTOR
FOR SANITARI
3. ON-SITE SANI
4" x 4" CONCRETE IN FIELD BASE
FINISH GRADE MARKER ACCORDANCE
DEPARTMENT
PRECAST CONC. CONCRETE COVER i
CONE TOP SECTION 2 4. PRIOR TO BAC
N STRUCTURES
INLET '-' '. AUTHORIZED F
4" DIAMETER APPROVED PIPECOUNTY HEAL
• PITCHED MIN. 1/8" PER FT 1 THE HEALTH [
J "' LEAST FORTY
SCHEDULED B
C
5. EXISTING STK3'-0" MIN [ 3'-0" MIN
m
BACKFILL UNDER AND w o I
REPLACED Wil
AROUND LEACHING FILL, COMPAC'
r■ POOL WITH GRANULAR ,1 N
MATERIAL CONTAINING V * DENSITY IN 6'
LESS THEN 15% FINE 1'
TI SAND, SILT & CLAY. g1 6. INSTALLATION
> (SILT & CLAY FRACTION T 0000000IL C o a SANITARY SYS
NOT TO EXCEED 5%).
0M 0 00000 0o0C N SUFFOLK COUI
re zmO00000o0oC STANDARDS A
z2 �o000®oOooC
p.9. MOO0000OooC
�OC7====000C
7Etr C]C7=EEEECI
=1 C]1 .£ ..C7.0 I
Y
4"
8'0 4" -r
'..---------. 3'-0' MIN. TO GROUND
WATER
GROUND WATER
6' PENETRATION INTO ,
ACCEPTABLE LEACHING
MATERIAL
C LEACHING POOL DETAIL
NOT TO SCALE
SANITARY CALCULA1
SEPTIC TANK DESIGN
4 BEDROOMS X
4' DIAMETER TO LEACHING USE: (1) 1,000
CLASS 2400 \ POOL
PIPE ❑R
EQUIVALENT LEACHING POOL DEQ
PITCHED MIN
1/4' / 1'� ____v,, LEACHING RATE
= 0 34 BEDROOMS X
a USE 1010 _ (6(
----,., = 400 SF/ 31
USE: (1) 10'0
\ MINIMUM LEACH
BEDROOM RESIC
/ L = 2W TO 4W / STANDARDS.
•
TRAFFIC BEARING CAST IR❑N ALLOW 4' FINISHED
FRAME AND COVER (2'-0) TO GRADE FOR CASTING----...._ GRADE '
/���/ 24' 2'MA �r 24' �/\•\\\��/
• INLET 20' �` _ �nF
N — OUTLET
4' DIAMETER ~. •...` - . • •-7-1.---r-,....a,e+ 1, 41 ."r r"'' r= -,.t.
CIASS❑R 2400 • .'...'.'NOW,TIK . . . . . , . .. ' . . ' 1 .' 10„14' DIAMETER
-EQUIVALENT •' 1 .Z . . aW_�f c$'
CLASS 2400 � 4l?
PITCHED MIN .'.'•'•'.'•'.'•'1'•'1'1'•X•'•'•'•. ,. .',','.', ='-' PIPE ❑R *•
• EQUIVALENT ��.�
1/4' / 1' . . . . ' • ' . ' ' , 'x, . ' ' •'' ' • ' • •
. . . . 1,1.1.1• • PITCHED MIN 1 DAm'I2jO Z
1 .•6 0 0•1 1 1 1 6 1 6 1 1 0 . 1/8' / 1'
•1 0 1 0 ` I Ltii ;71
. . , . . . . . . , .« . . . . . . , . • . 881 • • • 1 • • • 1
• • • • • • • 1111 . 114 . 1 • • • • • • , • 1018 • • • / F�
• 1 1 1 1 1 1 1 1 4 1 • 4 • 1 1 1 • 1 1 4 1 • 1 1 1'1'1 1 1 1 . 1 1111. EXPI Ic'S 17-1
( •• 11111 . 1111 . 1 . 1 . 1 • • {• • • . 11 . 1.1 • • • __
: 14 • 11 . 11. 1 . 1 ; . • . • 11 . • 1 :
• nt
0 1000 GALLON RECTANGULAR SEPTIC TANK
NOT TO SCALE
DIST. 1000 SEC. 125 BLK. 04 LOTS 2.1