HomeMy WebLinkAboutBaumrind m
ELIZABETH A. NEVILLE, MMC "� � Town Hall, 53095 Main Road
TOWN CLERK p P.O.Box 1179
k` Southold,New York 11971
REGISTRAR OF VITAL STATISTICS �� �� Fax(631)765-6145
MARRIAGE OFFICERTelephone(631)765-1800
RECORDS MANAGEMENT OFFICER www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER �
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Sabrina Born, Southold Town Clerk's Office
DATED: August 27, 2018
RE: Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 4650 for a Cesspool/Septic Tank
Construction Permit submitted by:
Andrew Pennacchia for Kevin Reardon & Alexandra Baumrind
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
Signature
Dated
yY
ELIZABETH A. NE LE Town Hall, 53096 Main ftoa
TOWN CLERK C� P.O. Box 1179
RE GIST OF VI'T'AL STATISTICS
Southold New York 11971
MARRIAGE OFFICER i�fi Fax (631) 766-6146
RECORDS MANAGEMENT OFFICER 04"P " Telephone (631) 765-1800
FREEDOM OF INFORMATION OFFICER �� " � southoldtown.northfork.rtet
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMITe
mm` �
CESSPOOL or SEPTIC TANK ,
Residdntial @$10 or Non-Residential @$25 Application No. L1650
Peiinit No. ►0 - 17 ^ 021 rJ.
ApplicantNani. � � ..�
Applicant Mailing Address _ . -. ((c_ 2.
_
SepticTank,L, or Cesspool � ._�..�.... . _
Brief Description of Proposed Coli :ucti6n or Alteration 1�...
Location of Proposed Construction/Alteration:
Owner of ProI:IeI`ty; I , — " ^
Owner Mailing Address:—
_oo., ^ ".rw1"1
Owner Property Address: l�� �� �� s���' ��.�..� ���� C'1,14- h,jj .� 'j -1
Name and phone number of contact person C" �.G , .. d:�aWx
.__ 701(v
Tax Map No: 1000 Section Block t k1z' k
�t ., ,.. . .. ,
toss treat„_
NOTE: LOCATION MAP MUST*BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL
SI ITatl°�h"6 ofli�
App cant Date
Received by:
e
TEST HOLE 2
ASS OWN ON FILED MAP SURVEY FOR FOR
MODERN GREEN HOME
LOT 1
MAP OF
a ,
MORRELLL.L.C.
,
L LC
�°� ..,..��A I I .. °: OREGON, L.L.C.
�1n
FILE No. 11463 FILED NOVEMBER 14, 2006
r o XN �. . ..'. .w SITUATE
Xf
S 46.39'50" E 317.16' �/O-/7 ,
CUTCHOGUE
TOWN OF SOUTHOLD
PRAP.UTtl�L7&TiF`g-.. SUFFOLK COUNTY, NEW YORK
N x E1 „ . .. ,..
S.C. TAX No. 1000-83-02-12.1
3%u
SCALE 1"=50'
�aa 13'WATER ERVICE
W - m AUGUST 21 2017
NOVEMBER E 17
e
•" �, m� NOVEMBER 7, 2017 REVISE NOTES
...., .„„ ..,
27 2017 REVISE PER S C.D.H.S NOTICE 11/27/20
°x1 ti . •PROP.6Ma,A' ,1.,.M+F2dVE'WAY """'« r r
• � W AREA = 80,143 sq. ft.
d4k, W 1.840 ac.
f ) ,,fizT w
rF�i
~'" I r 'a 1/1 „,,.� ^""'""' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 198E DATUM
TV a Z x N J-1 b.7„d,7 I� •. ..�..10' 'WIDE ,„,..r^" V"' EXISTING ELEVATIONS ARE SHOWN THUS: T
\Lta J 3 r" t� ELLOTR A µ ,. r 1 i�' 1 2. REFER TO FILED MAP FOR TEST HOLE DATA.
O J E l tl ✓- N i 3. MINIMUM SEPTIC TANK CAPACITIES FOR UP TO 5-6 BEDROOM HOUSE IS 1,500 GALLONS.
LOTI 1 TANK; S' dia. x 5' LIQUID DEPTH
4. MINIMUM LEACHING SYSTEM FOR UP TO 4 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA.
�' 1 POOL: 16' DEEP. B' dia.
�SC�y;l� N` M #�°p•,«�a q F r ai...:. �qq
PROPOSED FUTURE SOX EXPANSION POOL
PROPOSED 8• DIA. X 16' DEEP LEACHING POOL
I�i� en
in h .
����.,.„�„� � Ir� � „�” ® PROPOSED 1.300 GALLON SEPTIC TANK
y 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
d I „ ":, - .1. N`I •�^^" OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
J C,OKyTFZZ-h !-� S. MAXIMUM 35% OF LOT SHALL BE CLEARED.
g '
) ENTRANICE
x321 EXISTING 3' W R TS 1. 2 h 3
(#
x I
I I 62.4x -�
W N q
Y M.x
M
I ! z
V" Cq
_$ �..mm�
Z OL; x322 x 59,7 _ _,_`_ .- 6.t. .t lJ
_ _. _,_ __ _._ w 5' PLAurT G IFFI''R
o b - � o N MIN
.. .. ............ 1'I4*'9 a". ..',, ....,....m....,_...... _-„_,._... OT4drTE �- w. W O STANDARDS FOR ACCORDANCE WITH THE MIN5MUM
avtFib�YIRE -..-. _ _,
PREPARED IN
'",....UTrO.R^(POLE �
....�...._ _:.. _.,, _-".. ,_ -. „ .'_' '-�. ,�_�... �- ._,,._,.�.-_.�..._._..,,,,�,.....- ._- --_-------- _. �- BYFOR THE L ALAN LE SUN ,r AA.D ADO q..wED
a „EW T" AeD FA:tif7PyT,k.O
TITLE
hP 46"'39'50" W GRAVEL RDADWAY _ .. Ali 308.95" ... — O A: c rn;1 N tXm
40' WIDE RIGHT OFY
O 20' WIDE RICHT OF WAY - E C E P V L-0
w
COUNTY DF' PPW K (DIGNAN'S ROAD
(D.PVFLDPAfE,VT R16,9TS) 1
"CW` TEST HOLE #2 AS SHOWN ON FILED MAP NOV 3 0 2017 0
(TEST HOLE DUG BY d4fcf7l7N°«aAl ) .,
��OBf"d�N�"E ON SEPTEMBER 24, 2003 � 5046
ELEV. 61,0` DAR0.K BROWN LOAM OL IHEPI-T .„ 4 * - 7
�_..
q- 6. cu. it. B T OR a n. "._L }} M. , dc. No.
DRIVEWAY AREA 3."x30
s ft. c f2 -Yc�R 5TA1E" .,.,."" ��` � � �� �I 1 ��
3,530 sq. ft. % 0.17 -
600 cu, ft, / 42.2 = 14 vertical ft. of 8' d1a. leaching pool required - - 1 I t:1
PROVIDE (2) 8' dia. X 7' high STORM DRAIN POOLS
ROOF AREA: 2,640 sq, ft. BROWN CLAYEY SAND SC nHEILLANDD SVW sujR INKEDSEAL NOT BEARING o ING La Surveyor
2,640 sq. ft. X 0.17 = 449 cu. ft.
316 cu., ft. / 42.2 = 11 vertical ft. of 8' d1a. leaching pool required TO
E A SEAL SHALL NOT BE corlsloERm .„„„ .
TO BE A VALID TRUE COPY. _„„„„„„„„„„„ „„„„„„„„
®_"""' CERTI ATONSUI+ND TED HER�F EUN Successor To: Joseph J.A Isak3enngegno LS,LS.
PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS 9'
IS
D ON HIS
TO
✓ ONLY TO THE PERSON FOR WHOM THE SURVEY Stanley
PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: L_r; PALE BROWN FINE TIRE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout
TO COURSE SAND SW LENDING INSTITUTION LISTED HEREON,AND
To THE ASSIGNEES OF THE LENDING INSTI-
TUTION. PHONE 631 727-2090 Fax 631 727-1727
PROPOSED 8' DIA. X 7' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS CFHTIFK:ITIONS ARE NOT TRANSFERABLE ( ) ( )
L OFFICES LOGTED AT MAILING ADDRESS
ELEV. 44.0' THE EXISTENCE NT RICHT OF WAYS
--,....° 17' AND/OR' EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
tiIGNEST EXPECT ED GI'tOUND WATER ANY. NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
ELEV. 11.5" 49.7 TEST WELL No.
4,1
.� 1..... ...5j. .