HomeMy WebLinkAboutMcCarvill, John & Patricia UG-1 V 51:1ytl
KEY MAP 10 19 1 WILE No.
AREA DATA
SCALE 1" =600' �
13 5 5 5 #ABS No LO1 1 40,000.00 Co. }}, THIS SUBDIVISION WILL APPEAR IN MINOR SUBDIVISION
0.918 C. DISTRICT 1000 SECTION 78 BLOCK 07 I HEREBY CERTIFY THAT THIS C WAS MADE
No.
JJUNES5. 1997A AND ALL I:ONCRE(EO PREPARED FOR
4°'°°°•°° Bq. }}• JOHN & PATRICIA McCARVILL
LO 1' 2 MONUMENTS SHOWN THUS: ■ HEREON
0.918 cc. ACTUALLY EXIST AND THEIR POSITIONS ARE
ptED OCT 011998 THE OR EASEMENTS
OF RIGHT OF WAYS CORRECTLY SHOWN AND ALL DIMENSIONAL
3$,795.41 sq. ft. AND. N EASEMENTS OF NOT
RECORD, IF AND GEODETIC DETAILS ARE CORRECT. SITUATED AT
L01 3 0.891 ac. ANY. NOT SHOWN ARE NOT GUARANTEED.
FILED TOTAL 118,795.41 Bq. ft. SOUTHOLD
2.727 ac.
THIS IS TO CERTIFY THE SUBDIVISION PLAN H V BEEN APPROVED TOWN O F SOUTHOLD
SUBJECT OCT 0 1 199'cS
BY THE PLANNING BOARD OF THE TOWN OF RI/ERHEAD BY RESOLUTIONPROPERTY
� O�/ OF APPROVAL DATED
WWAp9 P.f{t)A A�F'E SUFFOLK COUNTY, NEW YORK
Q+ gElacorsul'FTLNuu TY BUILDING ZONE DISTRICT: RESIDENCE R-40 BY SCALE 1 " =40'
60' SCHOOL_ DISTRICT: SOUTHOLD CHAIRMAN PA NO
DOARD MAY 30, 1997
-IG FIRE DISTRICT: SOUTHOLD OCTOBER 28, 1997 REVISED AS PER S.C.D.H.S. REFERENCE NOTICE
OCE —L 'V?' NOTES: NOVEMBER 1 , 1997 REVISED AS PER S.C.D.H.S. REFERENCE NOTICE
cEssPaGL
OP 1.
1. ELEVATIONS SHOWN THUS: �ARE REFERENCI1) 10 AN ASSUMED DATUM. TOTAL AREA = 118,795.56 sq. ft.
AF'n y 2. IF SILTY SAND IS FOUND IN THE EXCAVATIO, FOR THE SANITARY 2.727 ac.
IT MUST BE REMOVED AND REPLACED WITH CLEAN SAND.
3. DEWATER AS NECESSARY TO EXCAVATE.
4. S.C.D.H.S. REFERENCE No. S10-96-002 OWNER AND APPLICANT:
JOHN AND PATRICIA McCARVILL
X00/ B S �f�OQ�O C/O PATRICIA C. MOORE ESQ.
01, ° AYlg�d•J.1e o P•fDL `N/ozp P.O. BOX 483
y �o oo., CSD c"f"�(am MATTITUCK N.Y. 11952
Ao a cMbUwp"�0 3 /f5.29.0p„ C (CESS a E1, _
e /' I OO• //>> 80.71. ro / rWET,
p2j3.9p, off° W5
1 /oo
l' ro O
LOT
�, n / I / .Y \\ " •P y� gl / j / " Q,,"p" O\ / rr— "C/i>,
/N�y. / I 3 Z• 1 D / le, .�"' \ " ea I' I „a, I Oo y' 1�\`t`' ;.�. °p'N
'V 4V:
rPaP05E0 WFil
MO/ .� 150' / / •A II ,� � ♦ I p " N O0 •'� \Uj s c,,
\ \"� N � / \ �//1 \ I Sys' 0' 1/" ,% '••:%.,. , �,,;,wPo.r ,11 to'
m.�w"^w„
/ / 150, A "1 Y,o / • b3 I I,, "o r �,• ' �.,
/ by F�Mf 6 / / I�,.6 NOTERE ARE NO EXISTING
` ` 4 OR SANITARY SYSIE TG I
HOLE DATA RN MB. / 4 j •, ,
TEST ` 5 rsxm��ma 'in LOT� y 5 �
BUILDINGS ON Lor
Et. ,,, UtA M1 s. 'y tl � \ '•v / r �.,` / �mri, '�` ".' -'a 1 /rl ®�Y fi/'.. 'rte ta..on, n ��
TEST HOLE DUG BY A• DOHA 0 e"O I N ON MAY 20, 1997 T e / - ILOT(3) / / \ �'}P `� T'' l Y \ ^+.'r 1\• i ma �.
sic--�-s:f I I �sa" i I '`:,/�M� - %
M_ r4.4 e'gMH;moven savor mw >�..sg. / I / 3
laverSAND
` /` , -•`.ya" / w } :. l"2�y. / �.-i ` t// /� #.�"
1. / �, OF a 5b, 32-. 12-11
eRaxx SIL,SAND ' M,.b � Q // / h I �oT^. ? "n•'® I / � 7%
P/lE BPOYIN FlNE To MEgUM SWa '
cEcvw _ / /5'
150 1 ; Pya9Y / , fi \'.,k\ / N ♦�'•'./ ':� /
PNE SHOWN FlNE / Ti 4',!, ` � +�-t TEST H.
^ a�j `\ee.
To MCCUM SAND �`p ` „ .€" 1 4ygA+v ,G rv3f"(0 5 ��\ l 6
Ir ' `. / � r}T �/� ' .n, j ���zw. �s >.A�� I � = 0�S4�tl � ,n, /1'.'� � ��' •:l� `�,p- / < �a�
(k5�08.f / \sw %� 3 _ v TOn, 3 �� j ` dYA / , a� QTy Q " ��H� i / \\` x> /�x•' 'TWA '@ a
esawx salt SAND k4� � ` .�, •pr .^ � a / .v \� -3 � ec l,� ...I � ,/ � �"' '0fro
y�a
GROUND WATER EL 2D 1z4• J •A T� �•+Y ^'4 a4 `m a ,�oad0 e I ° • xl / / {GTy''>.. / .f ""*.+, > , '+.m F ;Y.r '�sM�„>..,. :
wARn In ert0wx 5Ltt SAND ,(' y e ,� y� r I A'° I / / 4T °• / �• •�.•
0—
WATER ,N BROWN SILT cfsPCOL •( ” H '`n I n I '�/ p¢D S tl• ''su �'
0—
IT 6, o y.,°` YAyw .0 4'3
6.
wATm Ix MMSILTY SANDl' G, '� �/ \ Q. 20, / O
20' `� •. G�tI,O {y ` 9 N 0— "c
P Ary,'•
•w%a:1J'-4`,/,2:: Q W (kAOWp 9�J !> M / ♦ ,4y Aj0',"^� O�cf.Pss"OPootmiounox
TO ME IN mAND FINE ( D((/ I�
m Mm,uu SAND 4-1 1 V NkNpHNJ 4' ib 10 1 DWELLING 3 SCALE
T;S.rf;; •�ry,i;,: � "-'\ctT,. •Nd31.� a 6t r.0 _
='rii ^..�S�m zr -.Q dr $a, 22'x• BSr>. y
I 4•s 2T0'�65 '" / 00 STICLFANIy
O CESSPWL
in
$ (1Y DIY �•y_ \y, II An�.y,
° cEsmaaL '� "'IVA'G -R M 'k` JW. p>F'
"ZI 4 � >9 l
01—
a >9 >s I
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Jr O LAN�
HAUPPAUGE, N.Y. 40 °GqU TYPICAL SEWAGE DISPOSAL SYSTEM FOR LOT >
�fy n (NOT TO SCALE) Qy O
�Qr HOUSE TDP BURIED
J F'F1' Ls 4' DEEP mos.
Golgi Feb•10� 98 �}y,H„g,'d BR 4+ w ELB,. 11 61 GRADE
G{Reel ( PREGST REINFORCED CONCRETE C0 ELLW' FlNISH GRACE
C,'
A,,F,TOVed ID fi q 19R� tQ' kf(l 34'Elo. LOCKING, WATERTIGHT ¢ INSECT PROOF ELEV.
]yp!
T BURIED 1' DEEP mire. 1' DEEP mm. CAST IRON COVER TO GRADE
deteTnlinetl° '"- C1cfssnaDL aDFkf� ^' MIN. 4• a1P. '-FURTHEST LEACHING POOL N.Y.S. LID, No. 49668
/ APPROVED PIPE Ytrmin Pmin. MIN, C Ela. TOP EL. 1a.D' 3 / F
-- I S,a - PIT, ED 1 H' r TDP EtEv. lDp• MPRDVED PIPE OF A 3 POOL SYSTEM
O PITCHED I/e/1• 1
This Ie to Cedlfy that the prapeeed Really sob IviNon or Deve opment 'y0e, IT w'!'/�- '1 INV. EL 3 4 C Ela. �SAND�AN
forCAI 0 Id
SUBJECT TO DDNI ESIANT6 6 RESTRICTIONS UBE s.e• I'Man
m °I ,NVEHi cRassadm „l, ODUAR
Y In the , ELov.1.8: -R BuRv.IL' PIPE
a .. 3t
p Josep
with a total of — - lel woe PAGE i��, �':: �' I B RDW - - 1 32. A. Ingegno
approved an the bona date. Water Supplies and sewage the
(' ,lI I" - B¢FL[ P R'
of Monee must Canaan to cect to IMnsee rate per In pu °t the time
of dande. tiTh and are subject to volld only
permits the Sallyipursuant to those
flMI qp /
develop e. This approval hell be valid only If the holly ubtlie year
development mop to dole filed with the County clerk within one year Q• — e' I w Land Surveyor
Of this date. Consent hereby given for the filing of this map n /< - 4 eOnOM 3 /' flDUrvD WATER
which this endorsement appears In the Office of the County Clerk In - n_R�
pp
accordance with the rovieione of the Public Health Law and the
suffalR county sanitan Code. `� � p� Qt / )� SEPTIC TANK (U —
r 1. MINIMUM SEPTIC TANK GPACIIIES MR A 1 TO ] BEDROOM HOUSE IS 1,000 OALLLNS. • y
L C JJ 1 TANK; e• LONG, 4--rW
-r IDE, I DEEP Title Surve S — Subdivisions — Site Plans — Construction Layout
Mih1 Y. CONCRETE SHALL HAVE A MINIMUM COMPRESSME SIRENGIH OF ],DDD oil AT 20 DAYS.
1T OY ]. WALL THICKNESS SHALL BE A MINIMUM OF S. A TOP THICKNESS OF Y AND A BOTTOM THICKNESS OF 41. LEACHING POOLS (3)
r / //�� ��'1� '] Q'T J All WADS. BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN MPUEU FORCE OF 300 Ptl. PHONE (S1 6)727-2090 FaX (516)722-5093
e I]V (� Cl / SO• IP�' F(�R 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERRGM. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO D EEDI ELSE IB ]UD M R SIDEWAl1 AREA.
aeph H. Baker. P.E. 5. THE SEPRC TMJgg SHAUL BE INSRLIED AT UOIS. IN ALL DIRECTIONS (WRH A MAX. TOLERANCE OF 21/4') ] PCOIS; 4' CUP. B' CIE.
clog Divlelon of Environmental reality p ? / •p00E0 TNG ON A MINIMUM r THICK BMNOF COMPACTED SAND OR PFA GRAVEL 2. LEACHING POOLS ME TD BE CDNSTRUCTED OF FEEYSIFEINMRCEO CONCRETE (OR EDUM)
C Ilulll l MICROFII 4 e. A 10' min. DISTANCE BETWEEN SEITC TANK AND HOUSE SHALL BE "NoINED. LEACHING STRUCTURES, SOLID DOMES AND/OR SUCK OFFICES LOCATED AT MAILING ADDRESS
4J{ ]. AA COVERS SHALL BE Or PRECAST REINFORCED COM RDE (all EOUM).
`^ y 4. A 10' min. DISTANCE SENIEEU LEACHING POI M1VU WAR LINE SHALL BF MAIMNNEG. One Union Square P.O. Box 1931
d�1p 5, M e' mm. DISTANCE BETWEEN A LLACHING Prnlu ;HM BE MINraNED. Aquebogue, New York 11931 Riverhead, New York 11901
11 ✓ B. AN B' min. DISTANCE BETWEEN ALL IUCHING PGUI.I: 'ADSEPIIL TANK SHALL BE MHOMNED
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