HomeMy WebLinkAbout1000-125.-3-18 SCTM No. 1000-125-3-2,3 d 18 900p5887
MAP OF G 1 ,4 N MA NG 1 ER 1
Situate �'y�F �,,, KEY MAP 1 " - 600 '
LAUREL RECEIVED asp
Town Of Southold
Suffolk County . New York JAN 132020
SCALE: I " ex 60 L75ou o own
Planning Board Lnurf�i rr•rnytrry � ''
AREA: 523,286 sq.f t.
or 12.0130 acres F1P R
AREA (EXCLUDING UNDERWATER LAND FAO �����• K7�'�'`H'.'
d SLOPES 15i OR GREATER) : 351,002 s9.f t.
or 8.0579 acres
� b
AREA (EXCLUDING FLAGGED WETLANDS); 415.519 sq.ft.
or 9.5390 acres
S 1 TE
ZONING DISTRICT: "AC"
R o
r4r—
Certified only to:
Ginn N. Mongieri m'
o F \,�
1900 Mo i n Rood
P. O. Box 368
Laurel , NY 11948 �Pa�� Ile X?
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Olt
ENlding �I% .
Cenpooi m ,
p " /
TYPICAL CYLINDRICAL- 1.250 GALLON SEPTIC TANK WiTH SLAB
e, g� :o
FINIMED GRADE ,
LM O GRADE INe
J,0 r
A y9' M•11
IFrDROP,6RADs I' MIN.. 2' MAX.
1 U°EO ON INLET 1-1
CNINNEY
T'�C' TO► 1 'YIN. 0'MIN, -Dx•
�O V a0t +/* ` (Tl 'CT1 pa•,G'" IIDA'OYfD PI/P'E '(' T
O - ` '� ►fICNEO I/I'TER 1' a• 10 t
00hfr
���� �/,a �/'.✓, .,,,..." .. D. YIN. e•DI lA
//,
Paved A►rROYED'r
\rl resoy T4fED 1Po ��1-
,r• •,, fie O C7 f OW
1e l,F AD \ r O 9 +, B' 1'CEN�ER6DIeAFfLE S' D'
60e A 6$ ''•,.r'' M 4, 0.
LIN
% IExlsti Eastern SEPTIC TANK CONSTRUCTION CRITERIA:
i 0 Eshting Red Fedor Hedga I. THE OUTLET INVERT$HALL BE SIX INCHES BELOW THE INLET INVERT. THE INVERT MUST BE A MINIMUM OF FOUR FEET ABOVE THE TANK
A r' Pond ' Cersprels (10 rf h •/•T marrow, UNLEea THE TANK It OVERSIZED DC$16NCD IN ACCORDANCE WITH IONYCRR, APPENDIX FS-A.
J t O As PeiT Ofear 2. THERE SHALL B4 A MINIMUM ONE FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT TO THE BOTTOM OF THE TANK COVER.
,,_= O , S. THERE SHALL BE ONE 20-INCH DIAMETER COVERED OPENING LOCATED OVER THE INLET AND A SECOND OPENING PROVIDED OVER THE OUTLET,
00 Existing Per Q01• THE OUTLET OPENING$HALL BE EQUIPPED WITH A 20-INCH DIAMETER WATERTIGHT AND INSECT-PROOF LOCKING CAST IRON COVER AT FINAL
E.ISNn I , r'' I25, s Per Ornrr GRADE.
itary 6yrrow _, 0,E a ,, , '. -, 4. WHEN A SEPTIC TANK 18 APPROVED TO BE INSTALLED IN A DRIVEWAY OR PARKING AREA, TRAFFIC BEARING TOPS$HALL BE USED,
f , I 9 0
'Z S. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4.000 LB$PER SQUARE INCH/Pell AT 28 DAYS OCT.
7A " a, WALL THICKNESS$HALL BE A MINIMUM OF THREE INCHES UNLESS THE DESIGN HAS BEEN CERTIFIED BY A N.Y.LICENSED PROFESSIONAL
,y(D• ' , \ry� � : '+, N' °• i''' ` ENGINEER AS COMFLYING WITH ALL APPROPRIATE ReouRREYENrB FOR THIN-WALL CONSTRUCTION. ALL WALLS, BOTTOM AND TOP SMALL CONTAIN
0 ; +„r r' REINFORCING To RESIST AN APPLIED FORCE OF JOO LOS PER SQUARE FOOT(PSF). REINFORCEMENT MUST COMPLY WiTH A.$.T.M.A-015,
'+, I A•185 SPECIFICATIONS.
ALL JOINTS SHALL BE SEALED SOS THAT THE TANK IS WATERTIGHT AND CERTIFIED AS TO WATERTIOHTNESS AFTER INSPECTION. TANKS THAT
/ 1 i O rl 1 t 7,ARE CAST iN PLACE MUST BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND. AS A MINIMUM,HAVE THE FLOOR AND WALLS
0.1, t 4'b MONOLITHICALLY POURED.
♦ti I I + ;Sin b FenAl tL B. AN ADDITIONAL 200 GALLONS OF CAPACITY AND SEVEN SQUARE FEET OF SURFACE AREA IS REOLRRED WHEN A OARSAOE GRINDER CAN
v5 Pond I Sr.l1Nn F N.(,',.•• REASONABLY BE EXPECTED AT THE TIME OF CONSTRUCTION. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET NODIFICA7ION AND A
5e0o i ' 9 -., ,,, '• , DUAL COMPARTMEhT TANK OF TWO TANK$IN$FRIES SHALL ALSO BE PROVIDED.
I. ` ! i `, •�. ,,'y' , P.UNLESS OTHERWISE STATED, TANK$SHALL BE DEMONED BASED UPON 10 NYCRR.APPENDIX 75-A,
1�
/ pal f i �, •' 10.ALL COVERS, WHEN NOT REQUIRED TO BE BROUGHT To GRADE, SHALL BE OF PRECAST REINFORCED CONCRETE iOR EQUAL). COVERS OVER
�� / 1' `',�, J'VIA.ARE NOT PERMIrrro
G Q / / 11. ALL CAST IRON COVERS SHALL BE SET AT FIN.GRADE.BE LOCKING. WATERTIGHT.IIV9ECT•PROOF A APPROVED FOR SEWAGE USE,
POAccessarQ` % / .._...•�/Bfone ,l % 1B.D Sd y! ( '
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(No Iluobingl J -.........i....•.'i }I ' , �!LJ Be��,b 9 ' ,,
Frooe Erb idge dwg Br t/ Nv PI E{fir. 1`�
Shad a i $anhaty Syrrem 7, A°eisaer l 00 Floss
me , . i O
94
SO i• I' r' 6 i Itlesd I Sir atop
r!'
tt i 1 iN.11I '.gi �•. 7
=L' /'• y�o`' \Ca`er atin�gep�4��E.letin9Pb� Llnw '1•Well'
, Water EWater
Line
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NSo aa l CS1Zd,
t�1 Zr
'`dsy • \ 'II f ^ ; i i� ;' aiad�j ,Ic,7 tr 1'''` �, '� -P
q /' / t • • Wall i Drlveny ` N 0 �L�'
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CIS 70
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D0 0
N + O r'• � , `1 % t? 6
= r °
1i Oriecorle
I
L o T I I I wars Pump017.4
a °L
OVERALL LOT AREA:' '=
T
a !f
ili ) I 1 � •'; '' � � l
85, 264 sq.F 1 � I ! � I , •',,• , i ;: ..• ,.e, , . • , �, ' '' •� i r l
(1. 9574 ACRES to
H
Fr►shrorr Wetlosds Bcandal�r
As D.Hno°led`by EN-Con.ultenrt,ine"I,s-Ie-07
G, fCn 7O '! Ilfi•'l .; , � '� 1 �� / I rr /1
60
'A
OO to , y,; 0.0• '• , 11 ] 0 rI r
4` i,, 11 OVERALL LOT AREA :
i , r 438, 022 Sq. F'T.
013
EX/STING COND1710NS: u i (10. 0556 ACRES
SCTM f1000-125-003-2.3 1 I ! ' too a •� `1 so
OVERALL LOT AREA: 504,116 sq.Fr. (11.5729 ACRES)
AREA OF WETLANDS ON PROPERTY: 107,767 Sq,rT, (2.4740 ACRES) c ! i ;I J00 `
SCTM #V1000-125-003-18 ) + 4 1
Freshwater Weflands B000der ,
OVERALL LOT AREA: 199,170 SO.FT. (0,4401 ACRES) As D.Rsooted by EN-CeRtoltattt. Inc., 5-1e-07
AREA OF WETLANDS UN PROPERTY: 0 8 r ;
q' T
PROPOSED LOT LiNE MODIFICATION l
AREA TO BE TRANSFERRED FROM SCTM #1000-125-003-2.3 TO
SCTM ,#1000-125-0003-16 = 418,852 Sq,FT, r 1
PROPOSED CONDITIONS: !
LOT 1 ,$,7 I• 'I �, Aga
OVERALL LOT AREA: 85,264 S rr 1. 574 ACRES Isiond '
qq 99 ;
AREA OF WETLANDS ON PROPER�Y: 27,620 Sq,rT. ((0.6341 ACRES) y. j HOLE !e \
LOT AREA EXCLUDING WETLANDS: 57,644 Sq.FT, (1.9233 ACRES) 1 �
, Goo• r, ,; � •,
LOT 2 Pond
OVERALL LOT AREA: 438,022 ap,rT (10.0556 ACRES)
14 F 59, 253 s f
AREA OF WETLANDS ON PROPERTY' 80, 7 sq.FT, 1,839 ACRES) 0 9'''
LOT AREA EXCLUDING WETLANDS: 357,675 89.FT. f B-215�ACRES)
AREA CALCULATIONS: t ��� ,0
Wetlands on property: 107,766 sq I1 (2.4740 acres) `0
Surfoeo Water on property: 59,228 eq.ft. (1.3597 acres) OQ. �J ,�Q• o+ N ' t,• 1
Stone Driveways' 27.124 6q f►. O '^ I ' ,
Dirt Driveway, 6,571 sq.f9 t .t1 F+ !
Paved Dr i vsway: 1,183 •qq
Roofed Structures# 12.799 s9.0. O GPI
_4 r ter.
APPE.OVED BY
Ile PLANNING BOARD
N
TOWN OF SOUMOLD
DIATE 1 15 I •Z 02-0
J,I.//rey T, Fuller, hE, y L \• R
p DA TEr e
�Oe�
Isla TEST HOLE ELcv,Rrlo3/21/2Nr Ie01.J'
I r
0 2' rep toll. tend, Bowe silt I y1 lc ���•' �,
2' S' Nedivo to Tina brown #and. eedlvo gravel SP 0 Q QLQ
A. - 17' Nedivo to fine ovoid. rine gravel SW ( 0 ! Q, `
Highest Expected Greundrater a Elov. 2.J' i A9 ,' \ol QV `
1+i i' �� P� /gAwA•rq,■e e•w+rvsn�.��i.r New.
CERTIFiCA71ON OF SURVEY: $�r k Cot1'�t;v t�i�t'tmaN,t of H{e—ML S3ruls3'3
ate o, 2Y
'1 HEREBY CERTIFY THAT THiS PLAT WAS MADE FROM AN ACTUAL Q�"�1A2 20-
SURVEY COMPLETED BY DAVID SASKAS, LAND SURVEYOR ON
NOVEMBER 18. 2004 AND THAT THE CONCRETE MONUMENTS SHOWN
HEREON EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN-AND MCL 'ttr't
THAT ALL LOTS AND PARCELS SHOWN ON THIS PLAT'"COMPLY WITH haD(Trxr9da�:o; GtAn •--•
THE REOUIREMENTS OF THE TOWN OF 'AC' ZONING CODE. into Se��i�,w;;,bt���_b''13EXEA"��',
DATE OF SIGNATURE: 2+'s" I ..»,. ».. ' ko+r r.,;+1ko►ra''�pUr^ua tt b A; C!a 6 of tha SIIC+ Co!M ScnN:y ,
. "' 1 ;ttd+Se�1'R�n lP^�el,� .B We: r aqgy end ter di-rom
en Facts Idt Aunt cc+rltm to WrAl ft sW4imis In offsd
SIGNATURE OF SURVEYOR:_____ ' �the tlre of cnnt►
n end ere tLlDlett W' b oeusah
T
Io F 6G
O Af. 1�iA6iL�Dzndiah,)t.,P.E.
LINE BEARiNG DiSTANCE TF :P d -�
L i N 60'44'40'E 32.35' ' r•
L 2 S 40'21'40'E so.00' Cj '. j >f ks'•I'1' j• t ` 'YT1C"1t81G1U9!
L 3 N 40.21'40'W 20.00' m ' 4+CCt C Sri FO:t O ET'Y1T8.
L 4 N 17.38'00'W 41. 12' V LU
N eumZs-.� lt! 4i�w ww <wr" s :A us e
L 5 N 49'38'20'E 39.06'
CURVE Arc I Delta An le I Chord I Ch /eosin Radius Ton en► A9 3493 �G r
C2 63.25'1 0'37-36 63.25'1 N50.36.39-E 5783.83' 31.62' FSSIotA TYPICAL SANITARY LEACHING POOL (LP)
NOT rt&CALE
am
FOLK COUNTY DEPARTMENT OF HEALTH SERVICE oa-cm am p Q Indicates area of lot within wetlands (107.767 sq.ft.) b� TYPICAL LOT
December 5, 2019: Remove existing PLO
GREAT R I VER, N. Y.
:.; indicates area of #lop@& greater than 15x (64,517 sq,ft,) Darer ", ► October 9, 2019: Neighboring info
® Indicates catch basln, , August 27, 2019: Revise typical lot layout d septic tank
la indicator utility pole, Veu August 6, 2019: Water lines, neighboring well
Lvem,.,
■ Indlcates concrete monument, ■� d May 21. 2019: Teat hole
Weil
This Is to certify that proposed Realty Subdiv on or DevolopE!ont race _ RI December 6. 2018: Revise proposed lot lines
0 Indicates found Iron pin. for in the 6 October 2. 2018: Revise proposed lot lines
Indicates sow stake. with a ro of lore rat ,s April 10. 2018: Revise proposed lot lines
• Indicates sot 12' iron pin. approved on the above dote. er Les ono Sewage Di#Fatal Feb
14, 2018: Plot lot area fable
FeellitJer !Hurt conform le eenstruet #tondordr in effect of the was
June 27, 2017: Proposed lot linen
of canr►rue►Joe and are subfoot sip ►e permits pursuant to rhos• s� July 31. 2009: Plot wetland setbacks
NOTES: standards. This approval Ili a valid o if the realty subdivision/ c a February 25, 2009: Update d odditional topography
development nap 14 duly vd With the Corn Clerk wirhin one year of
1. Unauthorized alteration or addition to a survey not booring a I)cessod land this date. Consent I ereby, given rot. the i of this nap on which o September 25. ZOOS: Stake proposed driveway
surveyor# seal is a violation of section 720i7. so division 2 of ►h• N.Y. this endorsement a ors is the Olfice of the Call Clerk in accordance �r�n 1 y April 7. 2008. Revise slope, plot trees d gate 6
! Store Education Low. with provide of the Publ(o Heol th Low and the elk County Code, .a.ee„• " `Y remove Proposed generator
2. Only copies from the origgins)of this survey marked with an ors final of the C #■ WN �11 P July 23. 2007: Area calculations
land surveyors rmbosrrdsaal or inked sae! shell be considorod to be valid e"P°iNo10ar° j ! a Single July 4, 2007: Proposed greenhouses 6 grading
copler. Fomenesily June 6, 2007, Locate wetlands
No ■■e Rerid
J. Certifications Indicated hereon signify that ►hb Walter Darydi Jr.. P,E,survey was prepared In ELEVATION November 8. 2005: Proposed run-in roof
accordance with the existlng Codo of Practice for Land Survey# adopted by the Director. Division of Environment Ouallty December December 5,15. 2004: 2 ic alopea
N.Y. State Association of PrXislonal Land Surveyors. Said cortifications SEPTIC TANK oNSTRUCTION CRITERIA: h 2004: Topic, ra h
#hall run only to the person for whom the rurVey is prepared. and on his behalf L FOR AREAS IN 8AND AND SRAVEL TIE DESIGN OF THE IEACHINO POOL SHALL BE BASED UPOON A v
to rho Title company, rvorne•atal ogvncy and Lending nrtitutlon Hsted hereon. '1 hereby certify that the rater OU71yfs) and/or manage disposal systen(s) For t MAXIIIUN LEAC/INO RATE OF LS GALLON$OF SEWAGE PER DAY PER O.F.OF SIDEWALL AREA. S'Mls p $u r V B Bd: November 18, 2004
and t0 the ar#i'Invet of the lending institution, Certifications are not trans. pro IOct roro designed by me or undor my direction. Based upon a cereru( and ►horough S.LEACHING ROLS ARE To RE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL)LEAdSNB •� ' y
fora fs to adds ionai ineNtutiono or subsequent owners, ff of the toil, Nts and groundwater conditions. all lots, as proposed, conrorm to the STRUCTURES,SiLID DOMES 11OR SLABS. ) o �. David L. Sa s k a s
So f ounty Department or Health Services construction standards in effect as of this L LEACHING PIOL3 SHALL BE A MNIMUN OF I'/N OUTSIDE DIAMETER. - S MIn N, Y.S. L i c. No. 049960
4. Underground improvements or oncroachmoote. it any. are not shown hereon. do 4,ACCESS OMNGS WITH A MIN,DIA,OF 20'SHALL BE PROVIDED FOR EACH POOL.
S.ALL COVERS WHEN NOT REQUIRED TO SE eROVOHr t0 GRADE,SHALL BE OF PRECAST REINFORCED
5, The sx)#lance of right of rays. rs#(ands and/or earemenn of record, i( any. L CONCRETE fOR EOUALI.COVERS OVER TN ARE NOT PEANITIED Sa!k a 8 Surveying Comp o n y. P.C.
S. ALL CAST RON COVERS SHALL BE SEr AT FRI.GRA IE LOCKmO,SATERTIONT.INSECT-PRDOF/
not shown are not guaranteed. DE,APPROVED FORSERAGE USE, I24 Ce ar Street
6. Elevations shown are free USC A GS datum (NAVD 1988). Jof r llor. P.E, (NYS Lic. No.073493) D to of Slgning STREET East Hampton, New York 11937
S U R V E Y I N 0 (631) 324-6917 FAX 329-4768