HomeMy WebLinkAboutBaker, James M & Diane M *rjf sovr�
Michael J.Domino,President �0� Ol0 Town Hall Annex
John M.Bredemeyer III,Vice-President 54375 Route 25
P.O.Box 1179
Charles J.Sanders
Southold,New York
11971
Glenn Goldsmith O ® �Q Telephone(631) 765-1892
A.Nicholas Krupski CoUNTy Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
February 14, 2017
Glenn E. Just
J.M.O. Environmental Consulting Services
P.O. Box 447
Quogue, NY 11959-0447
RE: JAMES M. & DIANE M. BAKER
BRICK YARD ROAD, FISHERS ISLAND
SCTM#: 1000-10-5-12.26
Dear Mr. Just:
The Southold Town Board of Trustees reviewed the project plan prepared by CME
Associates Engineering, dated December-,23, 2016., and determined that the proposed
construction of a single family dwelling, associated sanitary system, garage, driveway
and to install underground utilities is out of the Wetland jurisdiction under Chapter 275
of the Town Wetland Code and Chapter 111 of the Town Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised,
however, that no construction, sedimentation, or disturbance of any kind may take place
seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of
the coastal erosion hazard area as indicated above, or within 100' landward from the
top of the bluff, without further authorization from the Southold Town Board of Trustees
pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility
to ensure that all necessary precautions are taken to prevent any sedimentation or other
alteration or disturbance to the ground surface or vegetation within Tidal Wetlands
jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such
precautions may include maintaining adequate work area between the tidal wetland
jurisdictional boundary and the coastal erosion hazard area and your project or erecting
a temporary fence, barrier, or hay bale berm.
2
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
Sincerely,
Michael J. Domino, President
Board of Trustees
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�r�OS FFU(k
John M. Bredemeyer III, President o Town Hall Annex�o Gyp,,
Michael J. Domino, Vice-President54375 Route 25
Glenn Goldsmith y ,? P.O. Box 1179
A. Nicholas Krupski ��y o���r Southold, NY 11971
Charles J. Sanders `'��ol , �0 ✓ Telephone (631) 765-1892
�zz zxu Fax (631) 765-6641
-BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
NON-JURISDICTION INSPECTION
DATE OF INSPECTION: �j�
INSPECTED BY: ° J
Ch. 275 Ch. 111
COMMENTS:
f
MAP REFERENCE
SEPTIC SYSTEIA DESIGN FOR 4 BEDROOM RESIDENCE LOLNNG CAS)NG C1
J PROPOSED SET-CFF PLAN THEODORE N DANFORTH PRO"..,
o a AGE PROPOSED GRAGE 8-6- r �t a' _j 4
ISLAND 1EW YORK SCALE 1'°700'CHANDLER,PALMER&KIPROVIDE-1000 GALLON SEPTIC TANK KNOCKOUT INLET AND 1 a
CONNECDCUT MAY 1984 PROVIDE-1 DISTRIBUTION BOX 1 OUTLET OPENINGS / a-,a C
2)PROPOSED LOT UNE CHANGE PREPARED FOR WALTER C FLOWER III, PROVIDE-2 LEACHING POOLS(SEE DETAIL) �LEVELPNc oEN4£5
FISHERS ISLAND DEVELOPMENT CORP JAMES M.BAKER&DIANNE M.BAKER rrl�,
1 RIBS INSIDEINVERT EI.FVATONS- • EBLOCKµFISHERS ISLAND,NEW YORI4 CME ENGINEERKIG,LAND SURVEYNG& �OBD%INLET-41 00ARLHRECT CTE PLLC FORMERLY CHPNDLER,PALMER&KING 110 BROADWAYDBOX OUTLET-4083 O ENORWICH,CT 063fi0 DATE 02/19/2008 SCALE 1'-60' SHEET 1 OF 1 i W1LET MVERT y 2'MN + � msU?LEACHING POOLS INLET-4050 .IyQI � c
J)1)FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY,NEW YORK(ALL j�} T wJURISDICTIONS)PANEL 19 OF 7026 MAP NUMBER 36103L0019H REWSEDLE D 1 I � lI l I w�.._' (nQ
SEPTEMBER 25,2009 GEN tj i BATTLE REWIRED l J c LU 3 w
I ff WLET RTW ENGEEDS \\ J I ;51 t•`' F. c
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4)COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD SUFFOLK PROPERTY UNE .. 6•-6-_-4 1/Y PER TOOT '
COUNTY,NEW YORK PHOTO NO 38-889-83 SHEET 46-Fl OF 49 APPROVED ABUTTERS LINE -- z PLAN CAST I,��RBIEC.7 / xy stia 4 Q
8/29/88 REVISIONS 10/28/91 EDGE OF GRAVEL -------------------
LEACHING CONCRETE COVERS O o
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HIGHEST ENPECTED GROUNp WATER NOT TO SCALE NOT TO SCALE PLAN
PROPOSED CONTOUR QO � / -`AyYFm µa u-1• U) •T'E
NOTES STONE WALL G) a U N
TREE UNE NYYWYWYI J w
1)THIS SURVEY WAS PREPARED FOR THE PARTE AND PURPOSE INDICATED PROPOSED ROOF LEADER W m
N OR FORMERLY RESIDENCE (n
HEREON ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED T° N/F ..-9 m
BEPWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE BOUNDARY POINT O r � j DOVER LOCKING CASING
ENGAGEMENT MERESTOHE ■ Am• TO
OORA T' TO GRADE --�� U r
WATER VALVE I 15 US D FINISHED GRADE WEST \\ F`IT tQ
2)R I$A NG UNDER
OF THE STATE EDUCATIONLILAW FOR ANY PERSON, ((( LL tMR'M
PK W1E I ..-I
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR,TO ` OVERFLOW I CHIMNEY ARBOR "T
ALTER AN ITEM IN ANY WAY � k ` yM a 4 r 4 12 6/12 6 G WR MESH
6'PVC CIT 1 20- 6 z 6 6/6 GA VIRE MESH // 4
3)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S TO LENciN YIN 6'SOL COVER 6-
SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF ^'� VER DRYwII1 BLOCNB AND CATCH CE m
THE LAND SURVEYOR a/ i BA.H MUTE TO GRADE INLET n J '
Gr r�V ,. MEENAH R-2525-F)OR EWAL 1'VENT- ].EEM OUTLET �w
4)COORDINATE DISTANCES ARE MEASURED FROM US COAST AND GEODETIC , RL1EN iABRIO UOUID LEVELO-
SURVEY TRIANGULATION STATION•NIN' o CaNTINV0U5 HOT AATit�T
e•PVL MR 35 _
N/F 90•BEND 0 ADJACENT DRY WEL ASPHALT SEAL LNED°nix
8)BLOCK 44 LOT 7-SUFFOLK COUNTY TAX REFERENCE DISTRICT 100°, WALTER C. FLOWER III S!!17 DG !a® ® ®0 4'SCHEDULE/s0 1/e'PVT:
SECTION 010,BLOCK 5,LOT 1226 M O O®0
INLET BATTLE 60'c.� ,I
BLOCK 44 LOTS 3, 4, 5 W 3445 86 PVL6)TOTAL AREA-169,394±SF(389±ACRES) & PORTION OF 7 QO, 5 REW_, 0 0 0 0 0 � DEFLECT x LOCATION MAP SCALE 1 a=400'
7)SITE IS LOCATED IN R-120 ZONE SINGLE FAMILY RESIDENCE eo4°J= t•sroxE OR o o ® ®m
_ MUNICIPAL WATER SGRMED cRAOEL 4• s-B'
TEST HOLE DATA ON SEPTIC SYSTEM 1 r e r 3'
BY R STROUSE PELS. _ CROSS SECTION
(05/20/2076) � � STORMWAIER ORYWELL DETAIL ,C STRAW BALE BINDER
PLASTIC UMNG WIRE
0•-8-TOPSOIL [ ) NATIVE MATERIAL
6 NOT TO SCALE--25-SANDY SUBSOIL _� 1 1000 CALLON �LLj[ ®F('s�'Tffr - (OPTIONAL)
LITTLE'-17'MEDIUM SAND,POORLY GRADED,LITTLE OR NO FINES SP 6p _��� R-248 D0' ryx; 4, 2 COMPARTMEN S N� pP((ii pQ j
NO WATER(EXPECTED GROUNDWATER ELEVATION=±5) 'p L-7219' 09 y'i 3' SEPTIC T K (� s6cnaN B-a
UnlRed Salle Cl..ofkab.. USC S tem from ASTM D-2487 ��� M16'40'38' 6•WATER MAIN •Q N•k H S WOOD OR 0 0
(USC) ys ( ) CHORD=S 32'47'59•W 71.93' .L9 4 NOT TO SCA N T METAL STAKE
Major Dmsmn Coarse-Granted Soils,Sand and Sandy Sats / c- �- 2 G 'p )
Group Symbol SP,Clean Sand,Poorly Graded,Little or No Fines NY0 S°R TO y A`(�op l3O Qe\ (2 PER GALE
NRCS,USDA Son Classl0catlon RpE-Riverhead and Plymouth very bouldery soils s55 of S 7 49.. i` Aa 0'3'-r•.F� q
15 to 35%atony Bondy loam .YO=J L 7.X00 P ^{h, Q?�/� JC_'1 _=V_
1t`
F°
PROVIDE&MAINTAIN CONSTRUCTION ENTRANCE PAD SMO V +aA 10 MIN
L � /�A"s 'L. t�)
AD dO THROUGHOUT CONSTRUCTION(SEE DETAIL) /' i '•
PROVIDE 1,000 GALLON SEPTIC TANK ' (?' % s77� HENRY L FERGUSON
ON MUSEUM, INC f ( ) VARIES ��I of
(SEE DETAIL) 22' PROVIDE UNDERGROUND UT1t{I
UWSERVICES(TIP) s'. �3� / / �I I q0'f, BLOCK 44 LOT 7 - n w
Nv(}µ0 OAK - Tr / (PORTION) 4th
INV(OUT)-43.5 AREA TO BE DISTURBED-±1 ACRE 4'`'StF f �i T* (VACANT LAND) NN _ _ Q
in Lli
APPROXIMATE LIMITS OF PROVIDE DISTRIBUTION BO% 1 _ 1 ,\ 1 i PLASTIC ^STRAW BATE F („)
UNING
20' QUAD' 16• s % , ( PROVIDE 36'X 20'X 1'DEEP O NOT TO SCALE c J Y
FLOOD ZONE AE (SEE DETAIL) 20- / Ze' �.` ° , 021 P_LdR (TLP) o
EIEC-10 0 PER MAP TF-±µ I OAK r i(F , , 2
REFERENCE N0.3 INV IN-41.0 OAK TREE ® OAK �\ , I RAIN GARDEN AREA(MIN.300 °J Z L ¢ LLJ
INV(OUT))4083 ,✓ O 1 I GRADE DRIVEWAY TO DRAIN roNCREEF WASHOI PIT g Y Q
/qo PROVIDE LEACHING POOL 25 / .22 }
® l ` ` /% O %OAK I 1 1 10 DMENSIONS SHOWN ARE FOR TYPICAL RESDENTIAL F O Z -0.
-7 MVV',�
' (TP OF 2,SEE DETAIL) \ \ \ ®� I (a i / \ �W s� a•. ; JAMES M. & CONSTRUCTION,LARGER PROJECTS OR PROJECTS REQUIRING W LT O Z LLJ
TF-±43 \ \ 1 `-', I J L PUMPS MUST BE VEE0 ACCOROM0.Y(7 GALLONS/IRUCK O z m �/
INV(I +^ \\ .� \_ �\ \\ / / D4WNE M. BAKER 50 CAVO S/PUNP,PLUS MIN t'cAEEBaABO) a w o
\\a. 60 BLOCK 44 — LOT 6 2 CAPTURE MATERIAL AND UQUIDS MUST BE REMOVE]FROM !j Q p Z
SOS EXPANSION AREA \ \ 1 BENCHWRK-IRON ROD \ L 3 A� PIT ANO PROPERLY DISPOSED OF WHEN THE PIT REACHES U.1
Il a
(� Q\ \ \cH Rr\ \ 7-, —',W ,\ , (VACANT LAND) o m
7ST OF ITS CAPACITY �W Of- ILL)
\�
2
101 \ \ 2 / \ a 810 '�'! y 3 INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT V d `G D� A 2� / l I I - \\\ \ \\ / / S.P� y�L� OF WASH WATER H Q= O
In
PROVIDE&MAINTAIN CONCRETE WASHOUT PIT T /( yllNo" Of
2 \ \ \\\7�i• \\ \\�S\ \ 6• t� SY/ ) fi/OU�OU CONS7RUCTON(SEE DETAIL) FI(TL.P (i� cw m
\ niv�a/i d� 66/ qW �PoC L
CONSTRUCTION ENTRANCE
1r-, u<fy NOT TO SCALE
OAK _'D\ 1 1 1 \ -.1\ \ �� i ?+,y °i OJr SILT FENCE
\\\\\\\\\\\ \ 1 1 1 1 1 I q\\ 31-r`��,\ Q. / / \ s.PRDPO.SFD''s%'�"'7i p 1 \\ '(�1 I ER M9VEN wRE FIIICE(uIH t1
N F SP� YAY 8'MESH
FL-±48.0 I .:.3.OZ6 SF`:'�, .;u� 6ao 1 `/ r SUSAN K STICKNEY to mITER m
1 RESIDENCE;'%:, "v .f-G6J+s 4Ak ]6•S IM W FENCE
Y;FF:6200 393! / TO OD FR POSTS ORI EN Y N I6'
_, � Lv / BLOCK 44 LOT 14 mTO rnWrm
OAK �� =§'.,.'...�.n_ / i^\ (VACANT LAND)
\\ \\ e a _.
\ \'\\\\\\�\\\ ,y ,.�\ 28' TRE O�AI(- "'q'-U''',r�T�i��ti, �I TH i4• ' A• p N D
\\ �\\\\� \\\\\\� ta•� 6`�� t 1 s:- / -�'0 , I DRAM BASIN OR EQUAL o a
INV(OUT)-5765 _
HSKHM OF BLTER-,6'MN y
\ \1 2 \\\\ \ 1 DAK '^"s},•y�e"'js4`e14__h� I
v7NERE IS NO COASTAL EROSION HAZARD \ ` \6• \\\ \\ \ i-1 .' - LD'
\ \� PROPisI�•^
UNE R MAP ED E THIS AREA \ \ \ \ ;'i: TTF E '� $ / CMN
PER YAP REFERENCE NI \\\\ \ \\\\ \\\ \\ ` 1 O. n` 4"
\ SHEET 46 f\F 49
49 PROVIDE±4'HIGH BOULDER w
\ \ \\\\\\\\\ \\\ \\\ \/ TEE RETAINING WALL(TTP) w
\ APPROXIMATE LIMITS OF 'Y 93. \��\ \\\\\\\\\\ \\ \\
TDAL WETLANDS WI . \\\\\\\\\ \ 1. \ \ I DRAINAGE ll-1 ATDNS o
\ \ W l \ \\\\ \\\\ \\ \\ 22• 1 1 \ C AREA 1 (EASTERN DRIVEWAY) 'AOVFN wNE FExCE MN,4
1/2 GAUGE W/MAIL 6'uESH
\ \ \\\\ 1,800 SF X 1 0 X 2/12 -300 CU FT REQUIRED SPAoxG)wnL RLTFR ooTH IE
\ \ I \ PROVIDE 300±SO F7 RAIN GARDEN 1 O±DEEP it
62 PROVIDE±80 LF OF Y SDR 35 PVC O6•MRN FENCE POST u
\ DARBIES COVE ` \\\ \\\\\ \\\\ \*o`/ I \ \\ \ F\ih�TR AT t OX M:N SEE UST OF TYPICAL PLANINGS-PLANT AT DIRECTION OF OWNER URDISTURBED r
}A' \yam\\ \\ l P l' AREA 2(WESTERN DRIVEWAY) aa— � cRWND L-
\ PROVIDE STOMLWATER DRYWEL 3,300 SF X 1 0 X 2/12=550 CU FT.REQUIRED a
\ a \ Liy42,\\ `\\\ �D \\\ \\\^ \ \ \ \ \ (TYP OF 5,SEE DETAIL) PROVIDE TWO 8.0,6'DEEP DRYWELLS= ±600 CU FT �A01m�"
\ ` `\\\\\ \\\�\ \ \ \ \ AYMEu bMO�,TN T mb
\ \\\\\ \ \ \ PROVIDE&MAINTAIN'A CONTINUOUS AREA 3(ROOF) No
UNE OF SILT FENCE THRWGHWT 2 20, 4,125 SF X 1 0 X 2/12- 688 CU FT REQUIRED r--I GO I a
\ \ CONSTRUCTION(TYP.SFE DETAIL) o J
\ o OVIDE THREE B'a, 6'DEEP DRYWELLS =±900 CU FT o
PR
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\ N F ATIONc a m w o
CONSTRUCTION
SP CIFIG 3
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RICHARD S. BAKER 'DATE' 12/232016
4 \ 1 BLOCK 44 L07 15 1 TIv6 E�P�BE MY To PoC�ti mE OR
GRAPHIC
w�
30 15 a 30 i TYPI AI PLANTING AND SEEDINGFOR AIN GARDEN AREAS, NASDON S BE
GRAPHIC SCALE IN FEETii" SINGLE FAMILY RESIDENCE y
MUNICIPAL WATER 1 SEED MIX-NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, TER CLOTH TO BE TASTFREO sEe,an-Y TO Wew+wRE TENCE wTH nEs SCALE: 1" = 60'
1 ON SEPTIC SYSTEM I NEW ENGLAND WETLAND PLANTS, INC. SPACES uAS TM Y 2 AT TOP AND MD SEG)W,FENCE SHALL RE WOVEN WRE PROJECT X�11201 6829
DUALITY CONTROL CERTIFICATION t I 2 MEDIUM SHRUB - BAYBERRY,MYRICA(MORELLA)PENSYLVANICA tt
CROUP RENEWED DATE 3 MEDIUM SHRUB -SWEET PEPPERBUSH CLETHRA ALNIFOLIA SOvrn-uwEo Bi sx,7�iwDTsµpaOFaTMLem RiT p gp°TTIi yL,L E"ALL B
W.1E1N 4 LOW GROUNDCOVER-BEARBERRY ARCTOSTAPHYLOS WA-UR91 FILTER X.—Coax,STABRNNA T4DN,OR APPROVED EOUTV BEENT
5 MEDIUM GROUNDCOVER-SWEEf FERN COMPTONIA PEREGRINA a.a�MV�TEO UNITS SHALL SE GEOFAB.FNWROFENCE,OR APPRpVIpSHEET
5 MAINTENANCE SHALL BE PERTgMED AS NEEDED MID MATERIAL REMOVED WHEN 1 OF 1
DEVELOP IN THE SILT FENCE
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EnAlronmentad Consulting Services
January 26, 2017
Mr. Michael Domino, President
Board of Town Trustees ( r C E ` ' y'`o
Town of Southold ( I c ,�,
Town Hall Annex
JAN 302017 L
54375 Route 25
' Southold Town
P.O. Box 1179 , BoardfT-ustUgg
Southold, NY 11971
Re: Property of James M. & Diane M. Baker ,
Brick Yard Road, no #, Fishers Island
S.C.T.M.No. 1000-010-5-12.26
Dear Mr. Domino:
At the present time we are seeking to obtain a Letter of Non-
Jurisdiction for this project: The project consists of the
construction of a single family dwelling, associated sanitary
system, garage, driveway and to install underground utilities. All
proposed construction activities shall be located greater than 100'
landward of the area of tidal wetlands bordering the adjacent
Darbies Cove.
For your review,we have enclosed copies of the plans for this
project which were prepared by CME Associates last dated
December 23, 2016. As always, please feel free to contact us at
any time should you-or any member of the Board have any
questions or comments regarding this request.
Phone (631) 653-0607 o Fax (631) 653-3348
121 Jessup Ave o 2nd Floor ® P.O. Box 447
Quogue, New York 11959-0447
Resp tt ,
�f 1. it Q
o-Gl . Just
•'Board' of Trustees Applicatroii
AFFIDAVIT
e s +FYI . BEING DULY SWORN
DEPOSES AND AFFIRMS THAT HE/SHE IS'THE APPLICANT FOR"THE'ABOVE _
DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN
ARE TRUETO THE,BEST OF HIS/HER KNOWLEDGE AND'BELIEF,AND THAT
ALL WORD WILL BE DONE INTHE MANNER SET FORTH IN THIS APPLICATION
AND AS MAYBE APPROVED BY'THE SOUTHOLD TOWN BOARD-OFTRUSTEES.
THE_APPLICANT AGREES TO HOLD-THE TOWN OF SOUTHOLD AND THE
BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES
AND CLAIMS ARISING UNDER OR BY VIRTUE OF,SAID PERMIT(S),IF ,
,GRANTED., IN COMPLETING:THIS,APPLICATION,.I HEREBY AUTHORIZE_THE; ,
TRUSTEES,THEIR AGENT(S)ORREPRESENTATIVES,INCLUDING THE
CONSERVATION ADVISORY COUNCIL;TO ENTER,ONTO MY PROPERTYTO
INSPECTTHE PREMISES IN CONJUNCTION WITH THIS,APPLICATION;
INCLUDING A-FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD"_OF ' ,
TRUSTEES-TOXNTER ONTO MY PROPERTY AND AS REQUIRED`'TO INSURE , a
COMPLIANCE'WITH ANY CONDITION OF'ANY'WETLAND OR COASTAL _
EROSION PERMIT ISSUED,BY THE BOARD OF_TRUSTEES DURING THE:TERM
OF THE PERMIT. "
Si" "afore of Property'Owner
SWORN TO BEFORE.MF,THIS.- oZC9 �— -DAY_OF• 20 :
BEVERLY WOLF
Notary P' lic;, NOTARY Ptl3LIC -
CONNECT =
Commission Expires-6/30/19-
APPLIIC TIA1GENT P,RF-SENTATI VE
TRANSAMONALDISCLOSUREMRM
Tl7e�I3 J7 Ril SI711$liDl£l'S 9CQrlr®f l�bica�TDl7il7it5 sA771liys of intens,on the 17711 of lown bRiim-'s and cn7t71oaces The'{37irm of
ibis r,orin is 4o vmvitje inrba in;,lion-tybich can Dlerf I]=town pf pDoWc conflicts r7f inlereg and allow n to iad:c wbatevtr asrt7An is
nsresmy to av id Samr"
( name,first e,s}7iddle rnraal,t nles3�v asc agylyang 9n 1he s7ame of
sDTmmne else or other entity,sucb as a company.If so,indicate the niber
person's or company's name.)
NAW, OF APPLICATION: ;{Cheers all that apply.)
Tau grisvan= Building
variant -Trostee
Change orzone Coastal Erosion
Approval of plat h+DDfmg
Exemption flan plat or official leap Planning
Otl7er
gf"w=2%nwpt the activity-)
DD you persflna9ly dor tdtmugli yaDr sDmpany,spDnse,si'b71ng,par en4 c r ehi14)}rave n rclatiDrrdup avitd7 any olFcer Ar cmpfoyee
artheT.Own Of Soutbold? altedatiansW includes by blDod,m Dr b7rsinEss interssL°`B7rsu7ess trite rEsi°'rriM�,D btrsi77ess,
nnedng p1T3r1Eiudlip,rn'�diiell clic 1L7wra Ddlacer Dr cinj7doyee h'cS e3�7i,9�irlisil DYdIle7�d7ip® t11J e7npd DyIDen1 by)a cDrporai7Dn
iia,which the town vfliccr 9r=play=owns more than 5%Df the sbares. ¢
YES NO �—
7,f you 0mvered-YF,'V',complete the balance of this form,and Oat-,and sign where indicated.
?Name orperpn,employed by the Town of Southold
Title br position of that person
Describe the TeMonft behyeen yourself(lhe RpPDMnt/sgcntlt`CPT=DtafM)andthe tD=�omranor employee.Eitber check
the appmpriatz line A)*rou b D)undlor dmcnbe in The space provided.
TJ7e town Dffleer or anployi a or bis or her,spouse,sibling,PMAor child is f check all lbat apply):
�)71St owner of&TcatEr than 5%of flat sliares of Sbe corporals stock VDIM appliC:rnt
{WbrID lba applicant is acDrporatiDn);
the legal vrbenef7ctal v=cr of any inierarsi 1D a non-imrpvr'!c?&entAY(WI,
-- - apyalncani us not a corpo7ation); - -
C)an officer,,ifirector,partner,or employee Df the applicaot or
13)the actual applicant.
DFSCRIMOIN OF RELATIO NSBF
S7,bm was 2 3 day a . . a1�D�
Sigllaftlro
PrintName
FOM'ITS l
-d of Trustees Applicata®m'), i
AUTHORMATION
(where the applicant is net the owner)
I, r SC E s M-Ba r residing at -a ,jk r-ma vAc� RA
(print naffie of owner of property) (mailing address)
� 0 of A, C-T e)f l«-1 T do hereby authorize
(Agent)
imo Environmental consulting
to apply for pernat(s)from the
Southold Bow of Town Trustees on my behalf
t�e"s
siguature)
� U
MAP REFERENCE
SEPTIC SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE LOCKING CASTING 8'-6 _ as-, z J
1.) PROPOSED SET-OFF PLAN THEODORE N. DANFORTH PROPERTY AT FISHERS TO GRADE PROPOSED GRADE f1 I ao-11 J
KNOCKOUT INLET AND ^^
MUSEUM LAND TRU = 0-
ISLAND, NEW YORK SCALE 1"=100' CHANDLER, PALMER & KING NORWICH, PROVIDE - 1000 GALLON SEPTIC TANK OUTLET OPENINGS / 40-19
CONNECTICUT MAY 1984. PROVIDE - 1 DISTRIBUTION BOX E LEVELDCAPING
TYPE ` ( '� co
PROVIDE - 2 LEACHING POOLS (SEE DETAIL) LEVELING DEVICES -3 �o
2. PROPOSED LOT LINE CHANGE PREPARED FOR WALTER C. FLOWER III,
? RIBS INSIDE C` 00 o 0
FISHERS ISLAND DEVELOPMENT CORP. JAMES M. BAKER & DIANNE M. BAKER INVERT ELEVATIONS- > /
BLOCK 44 FISHERS ISLAND, NEW YORK. CME ENGINEERING, LAND SURVEYING & MIN. 4' D C ao-1�
OX INLET- 41.00 2" MIN. ABOVE x INLET p
ARCHITECTURE, PLLC FORMERLY CHANDLER, PALMER & KING. 110 BROADWAY DBOX OUTLET- 40.83
ATE 02/19/2008. SCALE: 1" = 60'. SHEET 1 OF 1. OUTLET INVERT 2" MIN. { o } ` \ 44-5 ao-tz
NORWICH, CT. 06360. DLEACHING POOLS INLET- 40.50 l a4-a LU ;E 0)
�I 40-18 ■� Y O C
O U
3.) 1.) FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK (ALL J I ao 1a (n i � -0 _ 0
JURISDICTIONS) PANEL 19 OF 1026 MAP NUMBER 36103CO019H REVISED /
o N E
BAFFLE REQUIRED W � v
SEPTEMBER 25, 2009. LEGEND IF INLET PITCH EXCEEDS SITE ao-ts 06 Q 27 W
4.) COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD SUFFOLK PROPERTY LINE 1/2" PER FOOT �flRBls
NEW YORK PHOTO N0. 38-889-83 SHEET 46-FI OF 49 APPROVED - _ CAST / as-s �� _ � ro c •>
COUNTY, E ABUTTERS LINE as-� w r 0 m L N
8/29/88 REVISIONS 10/28/91. EDGE OF GRAVEL ---------------- CONCRETE COVERS-/ 40 U �� U o p N
--- TYPICAL DISTRIBUTION BOX \GOV�� O M
EXISTING CONTOUR --- 20 --- NOT TO SCALE PLAN 40-14 U) (n w,
44-15 44-8 4) L n
PROPOSED CONTOUR 20 /l Q ° U 00
NQS STONE WALL ��
�\ 44-ta N W o0
00
TREE LINE ^�� Vw v^ ` ROOF LEADER ch � 00
1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED NOW OR FORMERLY N/F PROPOSED
HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO RESIDENCE �_9 W � CO
BOUNDARY POINT 0 COVER LOCKING CASTING as-ta
BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE TO GRADE TO GRADE as-1a
ENGAGEMENT. MERESTONE ■ IF DROP 'T' 1 V =
IS USED FINISHED GRADE � S'r� as-t� cc
WATER VALVE D4
2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, s" PVC WYE CHIMNEY as-10 J
UNLESS ACTING UNDER THE DIRECTION OFA LICENSED LAND SURVEYOR, TO f OVERFLOW 4 x 4 12.6/12.6 GA. WIRE MESH \�l4��0� p 44-18
44-12 44-11
ALTER AN ITEM IN ANY WAY. s" PVC Cur a 20" 6 x 6 6/6 GA 20 E MESH / Q
3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE 'LAND SURVEYOR'S MIN. 6" SOIL COVER min. 44-29
TO LENGTH min.
OVER DRYWELL BLOCKS AND CATCH rLET ' . .•••'•••. • . '`••. . '
SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF BASIN GRATE TO GRADE I --� -
VENT 3"3" vENT� OUTLET Q
4-21
THE LAND SURVEYOR. FILTER FABRIC ,,,,-BASIN
44-19 44-20 41-12
f (NEENAH R-2525-F) OR EQUAL 43_gEL as-zz4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC i 4" OUTLETSURVEY TRIANGULATION STATION "NIN". 0US HOT6" PVC SDR 35 BAFFLE Z 41-11
°�� I oSEAL LINED WITH W 43_y
N/F 90' BEND O p po Qo p TO ADJACENT DRY WELL ; 1 8" PVC 4 as-21
5.) BLOCK 44 LOT 7- SUFFOLK COUNTY TAX REFERENCE DISTRICT 1000, WALTER C. FLOWER Ill S: 1 1 17.00 ULE X40 /SECTION 010, BLOCK S, LOT 12.26. W:3445.86 6" SDR 35 PVC OOOOO `r1FLE 60' GAS » >
BLOCK 44 LOTS 3, 4, 5 SLOPE AS REQUIRED o 0 0 0 0 DEFLECTOR LOCATION MAP SCALE 1 =400
6.) TOTAL AREA = 169,394± SF (3.89± ACRES). BC PORTION OF 7 \�, °° O O O O O _
i •'. •. •. •. •'.<'� .r•o •. •.
SINGLE FAMILY RESIDENCE �o�oJ S EENE OR 0 0 0 o 5'_8'
7.) SITE IS LOCATED IN R-120 ZONE. MUNICIPAL WATER SCREENED GRAVEL 4" r•
ON SEPTIC SYSTEM 1' $' 1' CROSS SECTION
TEST HOLE DATA 10' STRAW BALE BINDER
,�� STORMWATER DRYWELL DETAIL PLASTIC LINING WIRE
BY: R. STROUSE P.E.L.S. (05/20/2016) � NOT TO SCALE '. _
NATIVE MATERIAL a
G' r
0"-6" TOPSOIL 1000 GALLON (OPTIONAL)
6"-25" SANDY SUBSOIL -�� R=248.00' < � 2 COMPARTMENT 'S
25"-17' MEDIUM SAND, POORLY GRADED, LITTLE OR NO FINES SP g0 _ �L ' _
NO WATER (EXPECTED GROUNDWATER ELEVATION = ±5) "15 _ L-72'19' `'�� y�' SEPTIC TANK METAL STAKES
Z " 5 e WOOD OR OT TTONSCCAE 13E NO,0
�..--� �=16'40 39 6" WATER MAIN �"��/ � 0 ,�.%�„`�••..,___.
Unified Soils Classification (USC) System (from ASTM D-2487) CHORD=S 32'47'59" W 71.93' �. � ��j OQ` (2 PER BALE)
Major Division: Coarse-Grained Soils, Sand and Sandy Soils �0" E �o�p1 40
Group Symbol: SP, Clean Sand, Poorly Graded, Little or No Fines $� J S 49• G
NRCS, USDA Soil Classification: RpE-Riverhead and Plymouth very bouldery soils �, p1 `� 5 '��S� ,/�;?';'; ;�✓ �Q!� - _ /
15 to 35% stony sandy loam ,!
10' MIN. i
i PROVIDE & MAINTAIN CONSTRUCTION ENTRANCE PAD
p0 THROUGHOUT CONSTRUCTION (SEE DETAIL) �'
ltd• � �,. '.:'
N/F i I
-.
VARIES
/ \ >>oti HENRY L. FERGUSON MUSEUM INC.
PROVIDE 1,000 GALLON SEPTIC TANK 6 ; � / / ) SOOy BLOCK 44 LOT 7 `" "' LLJ
PROVIDE UNDERGROUND UTILITY SERVICES (TYP) C YHRk/,/ / £
(SEE DETAIL)422 _ ' ' -' ;'y' / (PORTION)
INV.(IN)=44.0 OAK r _ --_ 1/0 7'i I / (VACANT LAND) - - - - LL.)
AREA TO BE DISTURBED = ±1 ACRE <c - - -
INV.(OUT)=43.5 J o �► \ ��? _ - -- - -- - M co
''F, �\ 9� O STRAW BALE U
PLASTIC
�• 1 / \ ,i PJ \ 1 1 LINING PLAN (TYP) . O
APPROXIMATE LIMITS OF �.`O PROVIDE DISTRIBUTION BOX ` 20" 28" �� 1 ' o`'1 NOT TO SCALE J Y
FLOOD ZONE AE (SEE DETAIL) V` 16 , 3 �' i 1 PROVIDE 36 X 20 X 1 DEEP �p Z � (�
20" QUAD OAK i 1 J �
ELEC.=10.0 PER MAP TF=±44 / OAK ���\ 1 1 RAIN GARDEN AREA (MIN. 300 CF) �O CONCRETE WASHOUT PIT I- O>_ Q
REFERENCE NO.3 INV. IN =41.0 OAK TREE L:> ,� I 1 1 GRADE DRIVEWAY TO DRAIN _ _ ---
( ) \i LLJ
INV.(OUT)=40.83 � � �-1 I / \/ ' 1 1 7 NOTES: . � Y � (n
4. .22"
k1 �, \ � � , I\ w 1 1 7_ 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL � O 7 U W
t, o PROVIDE LEACHING POOL \ \o > J UOAK� I 1 Q CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING w U- -� O Z bi
�1,
(TYP OF 2, SEE DETAIL) \ \ o�o� '% 1 \ j / 31 1 JAMES M. BC PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, O Z m
0o TF=±43 \ \ / I % J j I DIANNE M. BAKER 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). (L W Q z
5 INV.(IN)=40.5 \\ \\ \ \ \\ i / 1 1 �' O Of - 0 z
\ \ \ o 60 \ 6 �, \ 1 0 ; ; BLOCK 44 - LOT 6 OQ� 2 PTPANDEPROP PROPERLY DISPOSED OF WHEN BEREMOVED
PITO REDACHEOS W 0-
Q
50x EXPANSION AREA \ S� CH RRY\ \ / \\'7 - W 1 (VACANT LAND) r3 75% OF ITS CAPACITY. �j bi
\ �- BENCHMARK-IRON ROD -�
ELEVATION = 66.29 2 / 1 1 0
\ \ \ \f \ \ \ QA // /� - 31 (3-
1 �� ;� , So- 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT O C� 10 V /
2 " \ \ r
1 OG 1 63.0 t\ LLJ
OA \ \ 2 / / l D. 1 ov, %- "9.5' ��'yi�G OF WASH WATER. H Q = O
4� , C,V Y
_' \ L U O
1 1 \ \\ \ \ \ \ 22" PROVIDE do MAINTAIN CONCRETE WASHOUT PIT �I� m
X 12 Of ry
Mob F ND) \ 1 ` o \ \ \oF\ \ - ��, sU 0 i J THROUGHOUT CONSTRUCTION SEE DETAIL �Il 0-
-29.90 \ \ \ ' 1 ` 1 1 \ \ 1 1 \ \ \\9T"\\ \\ \ \s / / / / 62 1 \i / ( ) TeR F LLJ
26
1
OAK �,; \ \ � � \ \ � ' _ \` � � 1�= � 66 �� N
o � \ \$ \ \ / _ __ ,�� � •� Q�1 CONSTRUCTION AENTRANCE �
_� �__, SILT FENCE
OAK - �\ \ �� / \ _ i� /
\ \ \ \ \ 1 1 \ I ERY % WOVEN WIRE FENCE (MIN. 14
MON204 �P\ / QO / / \ PROPOSED 1 Ioo� GAUGE W/ MAX. 6" MESH
-33.71 C \' \ \\ \ \ 1 0 \` / 1 1 STORY - I / SPACING)
ti \\ \ \ 1 1 \ I \ S� / 4 BEDROOM
\ \ \ \\ \ \ \ \ \ ` \ �\ ^ \ / / �_� 0 1 3,925 SF 600 SUSAN K./STIC 10' MAX. 36"CENTER T POSTS DRLVEN MIN.FENCE
o]
\ \ KNEY o
RESIDENCE / l 59.35 �� BLOCK 44 CENTER INTO GROUND
FF 62.00 o J N i LOT 14 I
OAK __ ^ (VACANT LAND
\ u04 \ \ ' \\ \ \\\ \ ��`gyp\\ �6 - _ _ � �_- ° i ti �l I // 7/� l l l0 �I N O
\ \ \ \ d \ �- 28' 10" ► I
tM \ \�6 \\ j ��-
\ \ \ \\\ �. TR\ OAK i STH 1; 4� PROVIDE NYLOPLAST 24"
14 26" 1 so.o I DRAIN BASIN OR EQUAL I O 0
OAK S ` 1 1 a ° 60.0 INV(OUT)=57'65 \\i\ \ HEIGHT OF FILTER = 16" MIN.
OAK \\\/\\/\/�\//\//
THERE IS NO COASTAL EROSION HAZARD \ \�\7 \ \ \ \\ \ \ PROPOSED QTR E "� ��� s" MIN.
UNE IDENTIFIED IN THIS AREA \ GARAGE i 0" � FV r o� W
PER MAP REFERENCE No.4 \�\ \\\\\\\ \\ \ \ \ \ b 26 \ _`_ FF-60.0 % R E F�� UJ
SHEET 46 R OF 49 9 - \ • \\\\\ \\\ \\\\\\� \ \ OAK A� 1 PROVIDE ±4 HIGH BOULDER �, o
RETAINING WALL (TYP) PERSPECTIVE VIEW
\ APPROXIMATE LIMITS OF 733, \ \\\\\\\\\\ \\\ \\ \ \ \ \ o \ \ DRAINAGE CALCULATIONS WOVEN WIRE FENCE (MIN. 14 II ZO
TIDAL WETLANDS , \ \ \\ ( ) 1 2 GAUGE W MAX. 6' MESH
24" AREA 1 EASTERN DRIVEWAY . • ' " -
\• \ OAK ` \22
1,800 SF X 1.0 X 2/12 = 300 CU. FT. REQUIRED SPACING) WITH FILTER CLOTH z I.si
16" i;• ` PROVIDE 300± SQ. FT. RAIN GARDEN 1.0± DEEP I o
TR .�� 62- PROVIDE t80 LF OF 8' SDR 35 PVC ^ SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. 36" MIN. FENCE POST o A n1 Q c,
40 1 \ AT 1.OR MIN. FLOW I GROUND LLJ
JAN O 21J1� J
\ DARBI ES COVE ti \ \\ \/
\ \�\\\\\ �\\\\3p\\\\\\\\\ ` \ \ l AREA 2 (WESTERN DRIVEWAY) \ \ I ¢ V)
3,300 SF X 1.0 X 2 12 = 550 CU. FT. REQUIRED �� Z utic oyvn
PROVIDE STORMWATER DRYWELL / COMPACTED SOIL \\ ,o, rn
0 Y o , �\ \ - \\ \\ \� , \\ \ \ TYP OF 5, SEE DETAIL PROVIDE TWO 8'0, 6' DEEP DRYWELLS = ±600 CU. FT. �/\ 0 1?•tarlofT^i� N N
sem, py\\ \�\ 2p \\ \\ \ \ ( ) EMBED FILTER CLOTH \\�\\�\\�\\/ io o �--__ _ J 00 \ 00
\ \\ \ \ \\\ \ \ \ A MIN. OF 6" IN GROUND N 0_ Cn
\ MDN50 \ 1�\\ \\ \ \ \ \ \ PROVIDE do MAINTAIN A CONTINUOUS AREA 3 (ROOF) 4" m 04 1 Of a- � I N
�\ 5o N l: 11 �p\\ �\ , \ \ \� \ UNE OF SILT FENCE' THROUGHOUT �O, 4,125 SF X 1.0 X 2/12 = 688 CU. FT. REQUIRED 0 W
-29.12 �\ . �_� CONSTRUCTION (TYP, SEE DETAIL) �o of PROVIDE THREE 8 0, 6 DEEP DRYWELLS = ±900 CU. FT. ,- o o
o \_MDN3191 299.30' N 36.17'00" w SECTION VIEW Z w
3191 CONSTRUCTION SPECIFICATIONS o W � U o
Z Z Y
Q \ O 4.59 N F 0_ M 0 0 U o
OP \ RICHARD S. BAKER 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE DATE: 12/23/2016
l�� I BLOCK 44 LOT S TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR
30 15 0 30 \ TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: HARDWOOD.1111 1 ,
SINGLE FAMILY RESIDENCE I 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SCALE: 1 = 60
GRAPHIC SCALE IN FEET ' MUNICIPAL WATER I 1 .SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE,
ON SEPTIC SYSTEM NEW ENGLAND WETLAND PLANTS, INC. 6" MAXIMUM MESH OPENING. PROJECT: #2016829
QUALITY CONTROL CERTIFICATION 2,MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
GROUP REVIEWED DATE 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER
4.LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT.
PROJECT MANAGER
SURVEY 5.MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED SHEET
ENVIRONMENTAL EQUIVALENT.
CIVIL I 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 1 OF 1
STRUCTURAL I "BULGES" DEVELOP IN THE SILT FENCE.
ARCHITECTURAL