HomeMy WebLinkAbout1000-69.-5-7.1 I
- - - TYPICAL SINGLE IINff SEPTIC TANK - - -- - r
,a 6 TYPICAL LEACHING POOL
OY 51TE DATA , malAZIM
V& i l SUM A 1000-69-05-7.1 \ '
Total Site Area=10.004 Acres _
Qso Total bullding Area; Forcing smglafamlly home
Farm buildings=3835 SF ,Py
Q+ Proposed-22,632 SFArena/Stable
Y� s
ALLOWABLE SANITARY FLOW(DENSITY) m®®® ®
g Groundwater Management Zone IV Fy m®®
w
Wells '',
mm®® ISIl t
Allowable flow for site=300 GPG/Acre O " •,........ • m®® ®
10004 acres x 300=3001.2 GPD allowed / -EdL Nrw' "Re
- vv c '1'T '^ - ° S
y SEWAGE STSTEM DESIGN CALCULATIONS Fi,� l, ,,,,,� •".
Arena= 140005F x04=560 GPD - B / _.� Y• _" 1 �_ Y
�b Stable=l"floor 5113 if x.04=204 GPD Y Y�
4r DODEWY [AIS O \\ \ .. el - P� "n, v 'S'�Pv'tp lJ o I LEACHING l\C
Stable-Zell.., 8520 if x 04=140GPD •* u
1 j ,IP'l :o, a SECTIONS
/ ,,.. 9nC ; t ��
Frame Barn 1"flop 1970 SF x.04-789US '%44 O YO \ � I /1 4
2md floor 15004 x.04=60 GPD (�t����LO y. ^I /, `
UA'A'NgN/yGT -SS�ey��,l/��� 14 4){ �E
Sub total=1042 B GPD 4)
300 GPD
Single Family Home
g Y �
Stables 13 stalls x 30 GPD/stall 130 GPO BIZ \ .P• � y} \ \\\ 41_
KEY MAP D� — /6• \ , ` r
�( Total Site Flaw 1472.8 GPD
v SCALE, l" ` 600' i,,
SEWAGE DISPOSALSYSTEM DESIGN
'rDomestic system _\ \ \ \ �F
, 115V
--.'-.. septic Tank6 \ \ \
l Cori sy::oro Rai 10428 gpd x 2=20056 GPDII��
Pmvlde.jl)loE. is x5foot liquid depth=2500GPD \,4
I W` /
SEPTIC SYSTEM DETAIL r ' [it // i"�� \ \� \ \ \\
AOT TO SCALE
L...blue Pools
J Required:10420 gpd/15 gpd/sf=695.2 SF ( b / tgn` V O 6�J�y'y�
V ! � C / A / �\ � c V. / O A
Provide (4)trader dmmeterxElect deep=153.65E // `, A _ \� � / (0 \ \
All
14. `ma 1„N m Norse Stlblesystan v/ y / '/ y9 \a,
�-\ _• 13stallsx LOGPD/stall=130GPD / ` / 4VaN L WAaAq e[D
_ rxn ra�r8a ms \\\ .(l(h Yj�\1 RM
mv,+' r: - T�-� us<minlmum system of 300GPe / /\ '� �4 /� `f[ I ' r 1 wfl1' \ \
tIvirftic Tank=1200 Gallan='afoot dls 4 foot liquid depth �P� '\-sO_�rpW[LL
,3Z5'µ lay.n. 1 pp \ p0
PlRE36 ,<"� LII) a, K w Le hin6 Pools=,1218feet die fifeet deep
SnR-JS Tl'P. .=is),Fe imli iso - a=`sm- - /JQV ,pN•fY / / �� t`
LfWWLWJr ,1
ev r,n.lywe sP _ c1 ' / /' y / .IG- - - \10
V,
"11 5 i / I
Dist pool NLP yy
we
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ovs enveus mit " a .
oanmo cl£An Hn1ENV1 O " � III - - b
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la Hrm slai,le 5yalem li ° _ s• b /
' SEPTIC SYSTEM DETAIL O � /' � / ` / �0 hA/L FPN / O
NOT TO 5O/.LE x �`v�\
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a, is P,Pa. � //_ 3
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aw v,u°.v "�;"aa• [ r� 't /y.,3" / _ / C`yA - i,- �
sEPTl
S
YSTEM ST /' l
S " I I nmove maEnmous Solt feL
"I•s II aroor M.uaery unrenleL r r/ / / \ ¢ 114' 0L6A rite
�I aeennil.elaus snnoa aanvetl \ / - O �/ / Z
x: - �Ij e as a n.1 a.er ''rm `//�/�0•r�c4 / :4 "w f 9 B A EL !`� h // , a,l '
PPg iLR. EL i6
4.
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� ) ,O `, G, 42' / O
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4 1 1
had
Lin
i 6 N J
cPO +all
o � � �--I�o ya owls �- -(6
A� � LL-
\ �.. \ rK'm \ oa F— - QMb 9p byEMCO HOLE
L
a Ig V,/ N o 01 6/09/11
9C(/ \\ / 10 �Z 0.5 Brown Loam 01.
—
<T�/✓,� \ • \ — -I�a o Q ¢Ia Brown Way CL
q� Rin s
B�� � EL 3.7
dY ground water'
25 10.3, Water Aa Brown
IL
\ yQ I \ Fq \/ d zs. �. Dol b O Sandy Clay CL
S4,l \ \ u O I4 Water /n Brown
Flat /D coarse
Sand SW
0 23'
/ TRAININS
�P2 c - \ , \ 72 / TYPICAL WELL
DL
/DO. - NOT TO SCALE
\ /
Of Gy
V Ai
AES fsp. Q QOQO It
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¢Wawa IiisSC�6AWELWWL�1.5
Ica,
L oT z2 C /r SPECIFICATIONS
C
I-MINIMUM SCREEN LENTH SHALL BE 3 FEET
/ 2- PITLESS ADAPTORS SHALL BE USED ON ALL EELS
3- T THE TOT SANITARY WELL SEALS OR CAPS MUST BE USED
EA T 1 TOPS OF GRAN/65 Ob PIZLfSS CilWY.S IWM/CHM'R/ST•BE.AT
LEAST MUSS VE GRADE
4-PUMPS MUST✓ EQUIPPED WITH A PRESSURE PS A THAT
/ \ — BET TO OPERA TT E AT A MINIMUM PRESSURE OF 20 20 PSI WITH A
/ 77AL OF ED PSI
� CASPIDFFE�MUST BE MADE OF STANDARD WEIGHT STAINLESS
A\\ - \ ZO L AND
6-OWELL LVANIZED SCREEN TO BE STAINLE STEEL ASTM STAAI�AROS
7- LATERAL LINE FROM WELL TO BULAM TO BE.75 INCHES IN
DIAMETER AND INSTALLED AT LEAST 54 INCHES all FINAL
/ 1
B-WATER DIVESTBE TYPE W'COPPER
OR MFH DENSITY
F
PLASTIC (PLASTIC PPE TO BE CLEARLY MARKED AS ASIA(
RA TIED AT SUPPLIES)NSF 1 60APPROVED APPROVED FOR POTABLE WATER
C
/ 9- THE TOP_ THE WELL SCREEN MUST BE 90 FEET BELOW THE
\ WA INF TABLE
O 10- OISC651
INELTKN'SMALL BE GONE ACCORDING TO AA NA STANDARD
C6AWWA STANDARD B3/OOIS REQUIRED FOR)QUID CtpORREpYE
II WILL REOUWE DISINFECTIONOLLOWING 2BACTERIA SAMPLES C04LECM 24 HlN/FST
APART,
U) 0
O 3 'C1 / . 2
C a J
\3724
-- 0
PARKING
2 - DWELLING
l0 BARN \ //
12 TOTAL \\ \^h \ so \ /ZBA Special Exception conditions to the site plan
C i The INCLUDES ONE HC. STALL \ pp
-.\ \ \ O \ / licantlowner will reside In the dwelling on the subject property
N '4c4AT \ � � and snail..treat to alli
�O
Secure fenany all be ecnstructetl to prevm[home escapes.
alletyma \ / 1 iii. No horse shows, rodeos,or other large scale events such as Corot
OF antique shows,weddings etc.shall take place an 111.su
bject property
�3Bp \ iv. The proposed barn/arena may only be used far the horse fans/riding
R L`I / \ / acatlemy uses defined by[he Cade and as presented to a Board of
NOTE,
COVENANTS AND RESTRICTIONS /GyTS \ \ \ ` Appeals in INS Special Exception application.
\ \ No more Than 20(twenty)horses maybe boarded on thesubject
APPLY TO THIS PROPERTY
\ �\_ ��\ \ property at any one time,or must re-apply to the Zoning Board of
"A TRAINED ARCHEOLOGIST MUST BE PRLSENT ON-SITE DUA'ING THE \
\ �\ \ / Appeals
EXCAVATION OF" THE BUILDING FOUNDATION AND FOOTINGS TO ENSURE � \ vi. ae N.'rough boarding"of horses is permitted it the property in
THAT NO SIGNIFICANT ARCHEOLOGICAL RESOURCES ARE DISTURBED BY \ \ \ \ I
\ association with this Special Exception permit(Rough Board definetl'
SITE WORK" \ `\� \ \ 1 /, Thehors e ownerpat theafatalcareentas neceown horses)everyday,
\ \ , \ \� physically preson(at the facility as alien as necessary to provide,
"NO HORSE SHOWS, RODEOS OR OTHER LARGE EVENTS MAY BE CONDUCTED \ \ \ \ / cleaning, feeding, Wmmgln/outand/or giving major)
AT THIS SITE WITHOUT AN AMENDMENT TO THIS SITE PLAN APPROVED BY PLAN OF PROPERTY 3j \
95,E \\` \ �� yli. The Wapplicant
that
a s shall maintain the portion a the common Subdivisiondriveway
THE PLANNING BOARD
A T SOUTHOLD ' ROW that starts L Lane
dr a tly o Lane and ends at the driveway tum
off to their property.In the Vent that a new driveway is established
' ~� \ from Ackedy Pond in
direc0y on m the subject property by action of
"PERIMETER EVERGREEN SCREENING AS BE INSTALLED EARLY IN THE the Town Planning Board's site plan review and approval,this
CONSTRUCTION PROCESS, AS SOON AS THE NEXT PLANTING SEASON ALLOWS l _
(SPRING OF 20/2) 'UNDERSIGNED,PURSUANT TOSOU'THOLDTOWNCOTIFSECTION TOWN OF SOUTHOLD \� \ _ \
100-254(1),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN `
condition shall be mmovetl and rentlered null and void,
AP ROVAL SET FORTH IN THE RESOLUTION OFAPPROVAL DATED \ j
SUFFOLK COUNTY, N. Y. Ili This Special Exception permit 1s granted subject to site plan approval
/2/20 ' ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). \ �O \ by the Southold Town Planning Board
/ � ,,^ 1000 - 69 - 05 - 71 \ \ \
PLEASE P T /�. \ �\ U. This Special Exception permit applies only to the applicants antl is not
esvwy�� yy y \ \� subject to transfer to others
a ,a' Sial l = 40 Im• J \ \
� ITD Ma 31 2011 ZONING DISTRICT ) A - O — ��_ IB To�
AUTHORIZED SiGNA - TITLE DATE
APPROVED BY ' SCHOOL DISTRICT: 5 (SOUTHOLD) ,' - - — -\ v av�F So
JUN 10, 2011 (addllionsl ,Q ,
TOWN OF SOUTHOLD PLANNING BOARD JUNE 27, Z01 (odaWlons) (/
SEPT. 6a 20u (a(REVISI FIRE DISTRICT, 28 (SOUTHOLD) I TiyoL�
UTILITIES 40.1` SEPT. 29, 2011 (REVISIONS/ \
OCT. 31, 20/IIHEVISIONS)
WELLS CHAIRPERSON SIGN.1fURE + OCT. 31 2011 (REVISIONS) APPLICANT' \ _
SEPTIC SYSTEMS DATE NOV. 2W, 2011 (ADDITIONS) I� (� i� ¶Q F� I� \
GAS " NOV. JO,2011 (REVISIONS) n LS lul LS LI LS III til BRIAN S. GLENN \ SHEET - -.1 0 f 3
NOTE:The p p P 'AEC. p0, l� (gevi aril W I CIO 1SUFFOL K 'EN VIRONMEN TA L CONSUL TIME•
ELECTRIC approved site develo meat Ian shall be valid fora period of (18) ,.AN. 31 2�Q2 fRevlr�wsr{ I11i \ '
CABLEVISION months from the date of approval as per code section 100.255, JUNE p7ry
/�, 2012 lslonsl FEB 2 12 013 P.O. BOX 2003 `
/ 1 JUNE 27. 20/2 (addRPonsl
ELEVATIONS AND CONTOURS ARE REFERENCED rJan. 10,201
3 (revisions) _ E BRIDGEHAMPTON, N. Y. Iii
snthnl. ..,:gn y'c,�\a 'flea_�Y
Feb. 19, 2013 Irevic7onl pinrrmy F."'I
TO NGVO. 40 TE, -
E> = FLOOD LAMPS (SHIELDED DOWN) SUBSURFACE SEWAGE DISPOSAL r„
EXISTING PADDOCK FENCES NOT SHOWN HEREON SYSTEM DESIGN ° ➢ ;
BYa JOSEPH FISCHETTI, P.E. .r^.ell ia_ "l N.Y.S. LIC. N0.496/8
ltv - PROPOSED CONTOUR HOBART ROAD
—� "'"<' ^. -C NIC S MORS, P.C.
SOUTHOLD, N.Y. 11971 �� 'T''T"'' ` 6311 765-5020 FAX (631) 765-1797
LOT NUMBERS ARE REFERENCED TO (631) 765-2954 t A'o 98519
"SUBDIVISION MAP PURITAN FARMS" S�LAND SJR' 1230 TRAVELER STREET
FILED IN THE OICE OSU
COUNTY CLERKFON JULY 19, 99999FOLK AREA c 10. 004 Acres SOUTHOLD, N.Y. 11971 99-318
AS MAP NO. 9538
- -
� ao�FR `A�"T
t s
gel LAW el
c6 2 4 J g
O
�E Nooraro — _ 9ro. cr "4 , ,s r k
»x. � Few ERS "�
rY y q$Q gO.F 4
,so
KEY
l7lrp
KEY MAP _ - - - -
SCALE, 1" 600' 16
W\ ire 1 �� ' '� � `• � � N
RAIN RUNOFF CONTAINMENT ` P !r i �� & 1p,1 y�A \
EXISTING FR. BARN - 2043 sq.(t. 'r _
2043w1a0.f7 - 347 cu.lt. '
347142.2 - 8.2 VF -PROVIDE I OW W&S'Deep -d • V'¢a �� ,`' a°L• �� '9 ,
EXISTING FR. BLDG, - 1299 sq.tt.
1296.1.0.17 = 220 cu.(t. ,gttww. ' ��' \
220142:22= 5 VF - PROVIDE I DW 8',0+,6' Deep �� •Z I ,§gip ,p�' _f 4� 1 p \`'8
AREA ! PADDOCK 6 WOODED AREA - 278,632 all _ ,i�
278,832 "0.25.0.17 -11842 cud!. 1 a�t�< I ^ 1
AREA OF GRAVEL PAVEMENT - 7520 sq,lf.
7520 :0.6.0.17 - 767 ci lL
Toter 12609 cu.1t.
5- DWS 8'0 . a' Deep - -1688 cult. /
Total 10,921 cudt. ! a by{yJ� - /j / / I � .(a- -�_ \•0
BERM COLLECTION AREA AVERAGE DEPTH 2.5 - 11642 MIT, -
/ g / � \
' AREA !! Vegetation 1236 sq.lf.
f236-0.3-0.17 - 63 cu.lf. /
I
GRAVEL PAVEMENT - 4016 sq.It. - V / QiA
4016x1.0.17 ' 410 cuft. / / k1 '
473167.9 7 VF Provide 2 DWS 10'0«3,5' Deep [ ! / 0 1
R / '4j. \ 3E ',. \ 5n>• ./ /� a rte ' C �// � r3�NOEj _ �� � � �
NQ
TOY-AL. SWIPP AREA se 0.96 Acre ��� /so: '' / \ F3 yJA '
n � `
14
MAV
pp 3
VLp or.l yS,T��B.LE aT _ /' J • l // (/) b !
\. _ _ /�� \ /1 `• ry�w
IF - _IA'---srs EFA/ a
i' 114'*1 Cie
/ Z
eF / ° 40
/ All 6q \ i _
O "
/pM!�m 40 /ry TEST xwnce
it (D/ Pvl N C - 0' 6109111 - 2L l9.
,Co, 4G9/C \,( �`• y _g_�J____ -__- - Q �� Lu N w Blown Lown OL
AZQ 0.5 Brown Gay CL
� QQ� s —
�\ S \ Brown sandy ground water
•� \ F AN Q F EL 3.7
Nd IRLFF y � 25 0.3 Waw In
Wain In Brown
to
Sand SWarca
am���s/
72.
"Yo es �,-`
DW
- '
y 1Y \
0 \\ ' / / oA
��' l\ \\04 /
4
4
t h °
00
,r
i
o I 3 Q
G,
PARKING
2 DWELLING o I /
IO - BARN ° I
12 TOTAL - \4h _ /ZBA Special Exception conditions to the site plan:
C /
Lq � I. The applicandowner will reside in the dwelling on the subject property
INCLUDES ONE HC. STALL
C44 \ ,r� '�, \ and shall net rent to others.
C 0/,VC T _` \ `\,yr,., �i it Secure fencing will be constructed to prevent horse escapes.
-`aYT
D�LN rOFaS'0 �/ \� \ - / or shalargescale events suchct caro,
Iii No horse shows,rodeos,
OA, OF q[ \ / / antique rho es, reddmgs e c shall eke place on he subject prop= Y.
l
„ FNs�/yCF[ d / iv. The proposed baroearena they only de a used presear thented
ed to the Board g
�'rFpj / � academy uses defined by the Code and as presented to the Board of
NOTE-
_ a$' Appeals in this Special Fxcepfion application.
COVENANTS AND RESTRICTIONS
APPL Y TO THIS PROPERTY \ I v. No mare than20o(twenty)horses may he boarded on the subject
` �� �\ \ property at any one dme,or must reapply to the Zoning Board of
'A TRAINED ARCHEOLOGIST MUST BE�PR&SENT ON-SITE DURING THE AppealsIn
EXCAVATION OF- THE BUILDl FOUNDATION AND FOOTINGS TO ENSURE �� ` / vi: No'rough hoarding at horses is permitted on the property r
� �� � � � ( association with this Special Exception permit(Rough Board defined:
THAT NO SIGNIFICANT ARCHEOLOGICAL RESOURCES ARE DISTURBED BY •�
SITE WORK' _ \ �� ` \ 1 The horse ownaw of the
total care ofimeirowd horses)every day,
\ � \ � �� physicallypresant of the lawirTy es oaen as necessary to provide;
'NO HORSE SHOWS, RODEOS OR OTHER LARGE EVENTS MAY BE CONDUCTED \ 1 `� \ / deanhrg.fin=ding, fuming fMouf andW 9M-g Water.)
3
AT THIS SITE WITHOUT AN AMENDMENT TO THIS SITE PLAN APPROVED BY PLAN OF PROPERTY 'FS•-- ��� \\ :�- vii. The applicant starts at Ackert theportionLan a decommohe driv way
THE PLANNING BOARD R.O.W.that starts sty. n the event Pond Laneendendsat theddvlished m-
AT b7�UTHOL� �.� - C�� from lheirpropedi-nealrey an W thewddvevproay ierty bylwette
-PERIMETER EVERGREEN SCREENING WILL BE INSTALLED E4RLY 1N THE ��
b ecBon of
L
from Ackedy Pond lana directly an b the subject property y
CONSTRUCTION PROCESS, AS SOON AS THE NEWT PLANTING SEASON ALLOWS �� -_ the Town Planning Board's site plan review and approval,this
(SPRING OF 20/21 _ TOWN OF SOUTHOL® '� �- \ \ condition shall be removed and rendered null antl void.
_la
SUFFOLK COUNTY, NY \ ?O rr. This Specialold Tow npendg granted subject to site plan approval
\ � by the Southold Town PlannNg Board.
1000 - 69 - 05w- 7.1 \\ \ \ is_ This special Exception permit applies only to the applicants and is not
0 1a S1,ale:�,1if "70' - \ `� \\ I subject to transfer to others_ _ - .-
00 \
SOIL TYPES FROM son, ANVEY OF SUFFOLK COUNTY, ll YORK Ma 3l 2011 ZONING DISTRICT ! A - C -- __� ��; le 7-oAp 01C_
SHEET * JAN.25 2013(addltions) SCHOOL DISTRICT, 5 (SOUTHOLD) / ^ �, ar,�yTSD
flow _ • DIRECTION OF RUNOFF EES. 19, da3 rRamaianl, FIRE DISTRICTr 28 (SOUTHOLD) I\ UTHO[D
WELLS APPLICANT,
SEPTIC srsrEMs � BRIAN S. GLENN
APPROVED BY C10 SUFFOLK ENVIRONMENTAL CONSULT/NG0:!r �i=Heti
CABLER/C r P.O. BOX 2003 �� y Er,p� HEET 2 of 3
cABLEvrsIDN PLANNING BOARD
BRIDGEHAMPTON, N. Y. 1/932
ELEVATIONS AND CONTOURS ARE REFERENCED TOWN OF SOUTHOLD •
TO NGVD.
E> = FLOOD LAMPS !SH/ELDER DOWN/ � - DATE (� pp � ae� �
EX/STAw PADDOCK FENCES NOT SHOWN HEREON 9 / an 13 " u D , N.Y.S. LIC. NO-49618
—tb = PROPOSED CONTOUR / t uu FEB 2IZ013 "�S �Q.4�'e /
hJ ECJ 76 5 Y0 Be PC
•
LOT NUMBERS ARE REFERENCED TO
LAND !63/1 T65-5020 FAX (6311 T65-1797
'SUBDIVISION MAP PURITAN FARMS' Southold Town P,O. BOX 909
FILED IN THE OFFICE OF THE SUFFOLK �[' Planning Board 1230 TRAVELER STREET
COUNTY CLERK ON JULY 19, 1991
�'I AREA = IO. 004 Acres SOUTNOLOr,N.Y. !(971 gg-3! 8
AS MAP NO. 9538
1!1@'t�ilCe -
;. '^~ Straw Bale Dike -
— • 'r, TEMPORARY GRAVEL CONSTRUCTION ENTRANCE CONCRETE WASHOUT SPECIFICATION
+a ww
ANN—
a,..,rwtw,a, °,°n.p,°,•
PROFILf
Description "p`w
A temporary barrier of gectexdle fabric(filter roNarnrrnN uennunaN<
cloth)used to intemept sediment laden runoff Description cu..r.,um.wcvww..o-.v.wnrnv,,,mr.wmx,• nµ
from small drainage areas with disturbed still. 1wx+vwx,naw. «ax c° r ••
A temporary barrier of rtraw or similar ma[gial .xa.nm.�m„«,v,n/mrwNnn n
CAUTION: - used to Intercept aediment laden Row from small .waw..ww•Annwv..v,`,wax'"„o,o°"';,:,.'"i,`,�'°"
DO NOT instal sediment fence across areas preventing the sediment from leaving the ±u ,rs [°ww.�avwn.a«vnmx nrax
site.
intermittent or permanent streams,channels,or ,na.w.vnAm«v,v
any location where concentrated Row is CAUTION; °"w'° ° >,E.° «o" cavo;
andtipped. DO NOT install straw bales across intermittent wuxm
Installation Details or permanent creams,channels,or location
1.Locate the silt fence at lust 10 feel from the whom concentrated flaw is anticipated.
to of steep slopes and nearly level Installation Details w
tivoughout Its length. 1.Bales shall be placed At the to of a slope or PLAN NEW
2.Dig a trench approximately 6 inches deep and on the contour,and in a raw with ends tightly 8.-0' B'-0'
4 inches wide,ora V-trench,In the line of the abutting the adjacent bales. /'-6' sPsnslunaNs
fence' f 2.Each baldahail be embedded in the mil a Iti6 J•-0' 16--0' ROAD SECTION J'-O'
3.Drive posts securely at least 16;inches into the mimmumiof(4)inches,and placed so the �"' •'+ °"""•"°"'o-° v"""
ground on the downslope side critic trench. string or shire isbbrizota. ewvxavvn,e x«°xwn. r
Space posts a maximum of 10 feet apart if 3.Hales shall be ttcurcly anchored in place by °• "'°°"^""'""" ""
fence is supported by wise;6 fect if uta _ thio
strength fabric is used without suaaart wire. either two stakes ar to-bats driven ugh the sn.,n,x•un,,..", ,.,.. ,.,,.w..W.,,,n°x ce.n
Adjust spacing to place Posts At low points bale.The fist stake in each b•l.shall be 3- CROWNs/r r
along the fenceline. driven towards the previously laid bale at an nP./• _ (/ypicM
angle to Ime the bales together.Slakes shall
4.Fasten support wik fenceto upslope side of be driven(lush with the top of the bale. 4-
posts,extending dmches into the trench.
attach continuous length of fabric to upslope Maintenance SLOPE /O TOPSOIL
side offence posts.Avoid joints,particularly a Inspect straw bale dikes periodically andTO BE
allow points in the fence line.Wherejuints after eachrain(ell event MAX. TO CTED ttEA ,
are necessary,fasten fabric securely to EXISTING
RA E W£ARWOACOURSE
ED d
support pasts and overlap to the next post. • Replacebroken at defective bales promptly. 4EE0
3.Place the fabric in the breach so the bomom STANDARD STONE Jy4'STONE BLEND HEAVY DUTY AND LOCKING CAST IRON
folds across the bottom of the trench.Place immediately
maintain capacity
-BLEND ROADWAY FNE GRADE COVER (GRATE)
backfill in the bench over the fabric to the immediately to maintain eapaciry for the
groundline and compact with a power tamper. next rainfall event. 6' COMPACTED MASEOR
THE 8' or 10' 0CRE x RA THICK REINFORCED
• Once the contributing area is stabilized, I EX/S TING Ba NK FUN OR OTHER CONCRETE TRAFFIC COVER. —
Malntenance remove all materials and grade and stabilize + SUITABLE MATERIAL
USE: // 4 BAR @ 4" O.C. EACH WAY
• Inspect sediment fences periodically and - the ama In accordance with the vegetative
after each rainfall event. plan
• Should fabric tear,decompose,or in my STRAW SALE a DIKE DETAILS 6'_nr 10' DIAMETER
way became ineffective,replace it
immediately.
TEMPORARY BLOCK AND GRAVEL DROP INLET PROTECTION
• Remove sediment deposits promptly to 1 ' MIN. 1 ' MIN.
provide adeqate storage volume for the y
nutrainand mducepreasureanfence,
Take cart to avoid undermining fence as.ore Taco /
during cleanout _ _ •-•.-"+
• Remove all fencing materials and unstable OIEpp ING pETA2L
sediment deposits after the contributing
drainage amts has been properly stabilimd,
O
ire iced,and approved.Grade and — D QQ I I
ppee Ana�a k.vr •rAnc rvvanv
vegetation
n Planturbed arca as spawn in the ,.nev....Lv cwsa •Aw t D 19 1 v I
vegetation plan. u,m. ❑ 19 ❑ EM
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SILT FEsNCE DETAILS r ❑ ® 19 (]p ,
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1« CONMUUON<PEOPICATION•
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LEACHING BASIN DETAIL
'� DATE SNabECTEO
ev
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rnu.iceSECTION RAMP
1 ' —F
0 1 PLAN OF PROPERTY
rs,vaww,e` • « r. 12 V u
I
N E® TRAE 12 = FEe 212913 I�, AT SOUTHOLD
Ar on ac C 0 C R Warn Southold Town I TOWN OF SOUTHOLD
CONCRETE WALL — Planning Board SUFFOLK COUNTY, N. Y.
Finished Grade 1000 — 69 — 05 — 7,1
, DATE INSPECTED _ eY X10 SCALE
JAN. 28, 2013
\�— DRAIN I
MANURE HOLDING BOX (Existing)
Q 15.7 5 - 1.54% •L 17.3 EL 16.8 LP EL 14.2
•27 2.60
1.25% EL 13.6 EL 13.1
OQ t 2,14% FINISHED GRADE _ ¢ /3.6 3'T'
PARKING
o E
T/DRAIN INS GRAD 4.57Y` �. 0.6%
2 2 El. 8.0 6.58% EXIST 0.5%--
IL
.5%_
L�`I rLarc
EL 12,9
LIS r.
Pi
TPENCH
o LRA/N
Y u
U w
Q
0
In o h o In
PROFILE OF ROADWAY
SCALE: VERT. l"= /0'
HORIZ. l" = 40'
SEE°�V g APPROVED BY
PLANNING BOARD
''' or-NEW f� SHEET- 3 0/ 3
Beall TOWN OF SOUTHOLD
EXISTING GRADE DATE 9 In 1-2
_ EL IO.Bz EXISTING GRADE
CLEAN SAND 6' ` /
1
MA TERIAEAN .
0: ° Y IC. NO. 996/B
DIG RIA i, PERVIOUS
BACKFILL EARTHED) 6EF,fr� No4
wl rn CLEAN SAND lC SURVEYORS, P.C.
F� �� (AND 765 - 5020 FX (631) 765 - 1797
,SWIPE f /1 0. BOX 909
1230
VEL
ER
SOUTHOLD, N.Y.
STREET/1971n n —•,�/�,