HomeMy WebLinkAboutGoubeaud, William F RECEIVED
COD, ei
MAY 2 6 19yy le ,
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—'� W a19'J911R1' 13 Pig 3 17
Southold Town and � o � ]DIT OF !Eih L—ll scItVIGES
111 ah:E 47, alr.i ! I'. I'IGI^iT
��Y GREEK ��
7
SUBJECT O
PREMISES a Z
PINE N N W 'A
CHRIST= %/
$ NE 10'0 N Q C= =JOCKEY CREEK
$ g O UP% ~1
GDOSE CRDA THIS SUBDIVISION WILL APPEAR IN � � ) 7 �,T NECK RQ'A'11 .�
DISTRICT 1000 SECTION 70 BLOCK 10 f-p 1N , 1<1. s' e,,.
KK Y MAP : ' ~ 47' NK
N� 2'37
10" E yxD I B 95.94 W
P° ee
be
SCALE 1 " = 600' OWNER AND APPLICANT: Idr?
9
ESTATE OF WILLIAM F. GOUBEAUD g, Itl 4
C/O PATRICIA C. MOORE, ESQ. �.'J.
w 14'
P.O. BOX 183 0; •; �' I
MATTITUCK, NY 11952 ~ AA I t Kz�
MINOR SUBDIVISION
PREPARED FOR
,• � I I
ESTATE OF WILLIAM F . GOUBEAUD
SITUATED AT 31
°°
PINE NECK FRAMETHOUSE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK -" -
SCALE 1 "=30' BUILDING ZONE DISTRICT: R-40 FRAME
GARAGE— a
FEBRUARY 4, 1997 SCHOOL DISTRICT: SOUTHOLD
MARCH 6, 1997 REVISED LOT SIZES FIRE DISTRICT: SOUTHOLD a PARCEL(D
MARCH 7, 1997 REVISED LOT SIZES
JULY 23, 1997 ADDED PROPOSED CESSPOOLS & WELL
dowl 3O O �
I HEREBY CERTIFY THAT THIS MAP WAS MADE
BY US FROM ACTUAL SURVEYS COMPLETED am a xoom xva
FEBRUARY 4, 1997 AND THAT ALL CONCRETE
AREA DATA AC°TUAILLY EXIST AND TTHEIR•POSITIONS ARE 3
Its
CORRECTLY SHOWN AND ALL DIMENSIONAL y
PARCEL 1 23,638.03 aq. ft. AND GEODETIC DETAILS ARE CORRECT. o
0.543 ac. o
PARCEL 2 40,000.00 sq. ft.
0,918 Do.
TOTAL 63.638.03 a ft. ° O q�
q' S 02.37 10 W y O
1.461 ac.
I i
APPROVED BYa
THIS IS PL CERTIFY THE SUBDIVISION PLAN HAS BEEN APPROVED I
PLANNING BOARD OBY THE F APPROVAL DATED ARD OF THE TOWN OF RIVERHEAD BY RESOLUTION g aA
I AREA FOR SEPTIC 5S1'M B
TOWN OF SOUTHOLD I
JUN 1 1900 BY �y a
CHAIRMAN PLANNING BOARD or I �Q E, 3
o \ do
SUBJECT
\H� \
SUBJECT TO CONVENANTS k RESTRICTIONS: LIBER .1196A ='J we i
I
I
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 9N
HAUPPAUGE, NN
MAR 19 1999 0
Dale PARCEL
237 ee' s
o
M
v y
ThI. to ceyyr that he prlPeyd R.alt� subgmlaon nr pevemPment VACANTOWNERp
r STA 1� O� W/1110N7 nr. Ga in the ANN
(T 4ei • with o total of — Z— lot FFA UNKNOWN
z S
purovee on the above dale Water Supplies and sew.,, Disposal Ly r{,TJ�'1 �'I'j 1 v �aY�i
Fv lith.. must conform to .nertructicm .tvndvrd. in effect t the time TrT,T 7 J 1 I�'
of cvn.[ruetian and an subject to aepvrob pertnite�unuant to tM1an �I O U 1 L 1
elandmds. ThIs approval hall be vclid only II Ms ally euhdiw..... S
d.velvpm.nt mop M dub fiMd with Me county Clerk Bhin one rear , E 6 ,16 15a•
or thl. det.. C....IM 1. hereby 9wen Tor th. nlmy or m1. mop on ° N N 82'3710'
which Ml.e.ndon.ment Pp.pit the ofnc. of the County Clerk in
Surdancwith the provisions or the Public HI Low and the
ffolk County Sanitary Code. ll�% ' {I Oa 90 a4yv
IY �• i O�"
O
y
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L1J O
&Serb H. BnleNPX
Director,Director, Onlsien of Environmental Oualtolity
BUBJECTTO CDNVBNANI'36 RESTIFICTIONSUBERLmi I I 41
PAGE y36 > I KyM1
0.— 3
TEST HOLE DATA g
(TEST HOLE DUG BY McDONALD GEOSCIENCE ON FEBRUARY 12, 1997) E
p
o' n 7 16 0
DAN eROxx sAnor LOAM
.0 ! %M IIs'
.R. LOIMt SAND o . �E
o e 1e,
3 Tri I °
158.59' v
(9 5 8758'10" W
• > ,A N/O/F B
~ I PNfLIP SUAY
YD
LJ '
PALE BROWN FINE ANNA SUYDAY TO COURSE ewp DWELLING _
M>u Ix xOJeO
• OWELUNG T S
a.
n'
Iw.w xpum
GOOSE CREEK
TYPICAL SEWAGE DISPOSAL SYSTEM NOTE: g
(NOT TO SCALE) ELEVATIONS SHOWN THUS: y ARE REFERENCED TO AN ASSUMED DATUM.
4' DEEP TOP max Hrve;NED GRADE THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
PRECAST REINFORCED CONCRETE COVER 24.1 LOCKING, WATERTIGHT 4 INSECT PROOF FINISH GRADE OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
BURIED V DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE
NIR. 4' tlM. 20•Inln 0•mm. MIN. C din. 7j tl q
ED PIPE APPROVED PIPE E Yrer Fd
PITCHED 1/4'/l' — — %TCHEO I/B•/I' L9 , PED A PREPARED IN ACCORDANCE SURVEYS
THE MINIMUM
\SSE Rp BYANIE L. FOR 1111.E APPROVED
AS AND ADOPTED
INT' 3m . INVERT X02 yYT,10ENABUSHED
T0$ /R FMR SUCH USE SYNTHE NEWVYORKNSTATEE LAND
m Q(GJ �G� TRE ASBOCMTON.
3 FLOW D
' BAFFLE ECTIMM \
* I n
N }
SEPTIC TANK (1)
u o Fj
I MINIMUM SEPTIC TANK B4PAONIESFOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. ) 20 °
I TANK; S' LONG, 4-3• WIDE, 6—7' DEEP s'.e 33
2. CONCRETE SH - HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pet AT 28 DAYS
3 WALL THICKNESS SHA- BE A MINIMUM OF 3•. A TOP THICKNESS OF 9' AND A BOTTOM THICKNESS OF 4'. s'-p N v
ALL WALLS. BOTTOM AND MR SHALL COWAN REINFORCING TO RESIST AN APPUM FORCE OF 300 P.O. - �
4. Alt JOINTS SHALL BE BMW SO THAT THE TANK IS WATERTIGHT. Iwvsr nxc ,4 60 OQ
5. THE SEPTIC TANK SHAH BE INSTALLED AT LEVEL IN ALL DIRECTORS (WITH A MAN. TOLERANCE OF t1/4J
ON A MINIMUM 3- THICK BED OF COMPACTED SWD OR PEA GRAVEL K ARR rwmun O J N.Y.S. Lic. Na. 49668
e A 10' min. DISTANCE BETWEEN SEPTIC TANK ANO HOUSE SHALL BE MANYMNEO. A MEL 3 GROUND WATER N]Wp qa W,fl�
CFAV'yvrY'm a ,
UNAUTHORIZ ALTEMPON OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTON 92M OF THE NEW YORK STATE
EDUCATION LAW J seph A. Ingegno
LEACHING POOL COPIES OF THIS SURVLY MAP NOT BEARING
DE LAND OR
I MINIMUM LEACHING SYSTEM FOR A I TO 4 BEDROOM HOUSE IS 300 .p It SIDEWALL AREA EMBOSSED SGA�HAU- NOT BE COR'S INKED ONSIDERED Land Surveyor
1 POOH: 12' DEEP, B' did. TO BEA VALID TRUE COPT
Y. LE�ACH'ING FOCUSSTRUCPES BEOCOONN56U'DD OF PRECAST REINFORCED CONCRETE (OR EQUAL) CEWIRCATONS INDICTED HEREON SHALL RUN
3. ALL COVERS SW1L BE OF PRECAST RDNFORCED CONCRETE (OR EQUAL). ONLY SUAM THE PERSON FOR WHOM THE SURVEY
4. A 10' min. DISTANCE BETWEEN UFACHING POOLS AND WATER ONE SHALL BE MAINTAINED IS PREPP ARED, AND ON HIS BEHALF TO TAE
5 AN W min DISFANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. TTLD COMPANY, ION USMEWAL AGENCY AND Title Surve s Subdivisions — Site Plans — Construction Layout
s AN a' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. LENDING INSTITUTION F TIRE HEREON, AND y
TO THE ASSIGNEES OF THE LENDING TRANSFERABLE
TIDON. CEXIIFlGTTRANSFERABLEONS ARE NOT TABLE PHONE (516)727-2090 Fax (516)722-5093
THE EXISTANCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED. One Union Square P.O. Bax 1931
Aquebogue, New York 11931 Riverhead, New York 11901
97-122H