HomeMy WebLinkAbout1000-97.-2-9.1 (2) OFFICE LOCATION: ® aQ � ": MAILING ADDRESS:
Town Hall Annex = h1 P.O.Sox 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) c� •.
G Telephone:
Southold, NY 11971 '. P ;
� covrITI. .
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: March 19, 2025
Re: LWRP Coastal Consistency Review for NATHAN BRZOZOWSKI
SCTM# 1000-97-2-9.1
Twin Forks Permits on behalf of NATHAN BRZOZOWSKI requests a Wetland Permit to demolish
existing foundation and stair remains; construct a new two-story, single-family dwelling with
attached garage (2,422.9sq.ft. footprint) with an 86sq.ft. northwest landing with stairs, a 15sq.ft.
northwest landing with stairs, a 12sq.ft. northeast landing with stairs, an 80sq.ft. breezeway; a
234.7sq.ft. second floor balcony; a 16sq.ft. outdoor shower; a 560.3sq.ft. raised patio with 30.2sq.ft.
stairs; 42.2sq.ft. bilco cellar entrance; 25sq.ft. A/C unit area; an 18'x36' pool; on-grade 3,659sq.ft.
pool patio surround with 36sq.ft. outdoor kitchen and 100sq.ft. spa/hot tub; install pool enclosure
fencing with gates, pool equipment area, pool drywell; install an I/A septic system; install an
8.000sq.ft. driveway for the dwelling; install a 60'x40' pole barn with a 3,500sq.ft. driveway; existing
498sq.ft. concrete pad to remain; install gutters to leaders to drywells to contain roof runoff; approx.
1,645 cubic yards of excavation and 1,165 cubic yards of fill for the project, the excess fill
will be removed from the site; remove three (3) trees and the replace with six(6) 3" caliper
native hardwood trees; and to establish and perpetually maintain a 15' wide non-turf, non-
fertilization vegetated buffer along the landward edge of lawn. Located: 34460 Route 25,
Cutchogue. SCTM# 1000-97-2-9.1
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment Form
submitted to this department, as well as the records available to me, it is my recommendation that
the action is CONSISTENT with LWRP Policies and, therefore, CONSISTENT with the LWRP.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Honorable Lori Hulse, Attorney
'3Co°awn of Southold
LWRP NSYSTENCY ASSESS FOR1Nl[ F E B -A 2025
A. INSTRUCTI[Oj:NS Southold Town
Board of Trust
1. All applicants for permits* including Town of Southold agencies, —hall complete fihys C
proposed sections that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessmerit hs intended to supplement other infonaadon used by a Town of Southold agency in
maldng a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the coastal Erosion Hazarcl Area.
2. Before answering the questions In Section C, the ;preparer of this form,should review the exempt
minor action list, policies send explanations of each policy contained in the Town of Southold;Local
Waterfront Revitalization Program. ma's+mod 9: c�n�,�s�►z(�ur^i�d ts� ids �ii in�can�t:
]en ei1ciW, d adverse-,.exec ts�tA -art ttie ciiastal ark a Pa l" h ncl dees ! �i r>utho d 3'o vn
3. If any question in Section C .can this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWR.P policy standards and conditions contained in the consistency
review law. .TlYuse each g7Lnis'l2, jr must be iLa deta .: ,iJ, lotth sa . iudlm_n� �
s,;, �►arti�L,j.I`a ts. If an action.cannot be certifjp
d as consistent with the L�URP policy standards and
condit ons, .l.shall riot be:1112 ei i'aa ce
A copy' of the LWRP is available in the following ipla�es: online at the Town of Southold's
website:(southoldtown.northfork.net), the,Board off"Trustees Office,-the.Planning Department, all
local libraries and the Town Clerk's office. G3L�C�C�dC �
B. DESCRIP'I.ION OF SITE AND PROPOSED ACT101"q MAR 1 12025
1000-97-2-9.1 souihOLD IOWN
SCTM#----------•---~-- PLANNING BOARD
1P110JECT NAND Nathan Brzozowski
1rhe Application has been submitted to(check appropriate response):
r
7Cown Board ❑ plaiming Board 4_� Building Dept. ,��. Board of Trustees ❑
1.. Category of Town of Southold agency action(check appropriate response):
(a) Action iLmdertaken directly by Town agency(e.g. capital ❑
construction,planning acthrity,agency regulation,land transaction) ❑
(b) Finwicial assistance(e.g.gtant,loan,subsidy)
(c) Pevni� approval,license,certification: D
Nature and extent of:action:
Proposed construction of a new single family residence with second floor overhang,garage, landings and stairs, breezeway,second
floor balcony, outdoor shower, raised patio and stairs, residence chimney,biico doors, a/c mechanical units, patio at grade,outdoor
kitchen,swimming pool,spa/hot tub, pole barn, house driveway,barn driveway,existing concrete pad to remain and I/A septic system.
Approx, 1645 cubic yards of excavation and 1165 cubic�,iards of fill for the project,the excess fill will be removed from the site. All work
will be completed landward of a silt fence and project limiting fence. The project will include the establishment of a proposed 15'wide
non-turf, no fertilization vegetated buffer which is landward of the edge of lawn, The project will include the removal of 3 trees and the
replacement with 6 native hardwood trees at a 3"caliper size.
9
Nathan Brzozowski residence with accessory structures
SCT M No, 1000-97-2-9.1
Project Description
Proposed demolition of the existing foundation and stair remains and the construction of a new
single family residence with second floor overhang, garage, landings and-stairs, breezeway,
second floor balcony, outdoor shower, raised patio and stairs, residence chimney, bilco doors,
a/c mechanical units, patio at grade,outdoor kitchen, swimming pool; spa/hot tub, pool
fencing, pool drywell and pool equipment, pole barn, house driveway, barn driveway, existing
concrete pad to remain and I/A septic system. Approx. 1645 cubic yards"of'excavation and
1165 cubic yards of fill for the project, the excess fill will be removed from the site. All work will
be completed landward of a silt fence and project limiting fence. The project will include the
establishment of a proposed 15' wide non-turf, no fertilization vegetated buffer which is
landward of the-edge-of lawn. The project will include the removal of 3 trees and'the
replacement with 6 native hardwood trees at a 3" caliper size. .
a� Str.i�fobt re FRO
, FijiArea(Sq�ft)foot�rtnt Wetlancl�se b ck(#t)<,.
a BH " d=� � �M I �..:193�
s ;fig, 3"; Resdence`(1"s+R,�floor) ` ' 1631.4 113.6
fit, tf s'.,+is � f 7
�,�fResrdencei(2nd,•floor overhang) ti ' 47 6
9, (
780 116.9
2
Sk , +s
it
`Landing anti`stairs NW 40
t 4 , � 4 - - 15 126.2
Landing an,d stairs NW(2) ��+
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Breezewa ;�i 8'0 115.4
- `�� „ 2nd floortii3alcony I� ' 234 7 r + ' �� ' 91 2 ��
��� +}�. + t.ad-,a ✓L.._,, f + Erb �rrl aw.- a ...r�.f71 1+ '� �__.�,...�_..� !I,,i�i x ...._'".._�. .'Y i.
16 123.7
Mira
Raised_ Ratio:. ; 560 3 87 4
Raised PatuoSt�irs` 4 �' u� 30.2 123.3
ti + � f t s M�1 c\ t ;<a i t
7,7
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Cfiima�e�u j1 5 97 I
.5.,.. t -mac• i _' �i...�g ��y�y9'�.4FFLL _ .��_ ..:Y,ti 1, ....,___
Bilco Collar ntrance I, ,, 42.2 88
ee'��'' 14(p(f�
AP C 14'leo Ulnits i M1 25{1� 1 (a 35 AI 1 fra (133 2 l� 21
�� ii P ., t�P a+�S. �'� �� �..i,,,,,,,,,�7��Y rf4 •l,r. Y.,.s ,._!,_ c-('�. u,l., fl,n, _+.rra�3 4 . „�a7
: I;Patio at Grado'siarrc;und p of> 3659 84.4
k st: fi P .✓...__ .._.._.. �a Fk _ 2;;S L
4 u O Dl 9Vtchen' ; 91 6,
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,� s k Paol � �� 648 109
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�� �k =� 1Spal[io1k't�b' ,h
Stcc r IArea(sq.ft.)to,ot�r�tE Wettanc 1s la I =(.ft,)
t foot encltrsr®f$ncingt;; 4 350 Linear feet 78 2
r ,� r �s
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r� ,� ��I��>rrU �� ��_��Pool��dr�►,vwell�� �, � �� � nE ��� ' �� � , �25 ,7� � �159 5 , ,.
ool quipment �'t�, ' 40,5 167.4
t _..............,..�..i I
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��� ��,�� ; `, ,� �Pole:�ar�n � � +�� �l� r,�� �` ,r ��;�2400; x �; [1 OG►}. � r
�1 r zSHouse Druveway 8000 119.9
95
toy
3500 , 135 6
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riOncP@teSlaG� tCharem8ln� ,{ s' ' 7831
498
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Southold Town
Board of Trustees
34460 Main Road,Cutchogue(SCTM No. 1000-97-2-9.1)
Location of action: .. _....
6 5 Acres
Site aCre�g�: _�. .. . . .. . . . .. . . .... ..... ..
Present land use:
vacant with two concrete slabs
-. ..:....... . :. . >:.. :.. .. ... ._ ,..... .: .
Present zoning.classification: R-80
2. If an application for the proposed action has been filed with`the Town of Southold agency, the following.
information shall.be provided:
(a) Name of appcait: Nathan Brzozowski
(b)
1Ma111I1g aC�dYe$S PO Box 1270, Cutchogue, NY 11935
(c) Telephone number: Area Code:( 631-381-5613
(d) Application,number,if any: _N/A :..
Will the action be directly,undertaken;-require funding;or approvalby a state or federal agency?
YesZj No X' It yes; which tate or federal agency `
C. Evaluate the:projectto the followingpolicies:by analyzing how the projectwill further support or
not support the policies. Provide allproposed Best"Management Practices that.will further each policy.
Incomplete answers will requir.e'that the form be returned for completion:
DEVELOPED COAST POLICY
Policy`1. Foster a pattern of development in the Town of.Southold that enhances:community.character,
preserves open space; makes,efficient us'e of infrastructure;.makes-beneficial use of a.:coastahlocation,and
minimizes adverse effects of development. See LVVRP Section III Policies; Page.2 for evaluation.
;criteria.
E.Yes No Not Applicable
Proposed single family residence with accessory structures on 4privately held residentialparcel.,.
Attach additional sheets if fiecess.ary
Policy 2. Protect and preserve.. historic and archaeological resources of. ;the Town of Southold. See
LNW Section III ' Policies Pages.3 through 6`for,evaluation criteria
Yes''� _No L Not Applicable
Proposed single_family residence.with accessory structures on a.privately held,residential,parcel.
i
AttachAdditional sheets if necessary
Policy 3: Enhance visual :quality and protect scenic resources throughout the Town of'SOuthoId See
LWRP Section III—Policies:Pages 6.through 7 for evaluation criteria
Yes.; : No 0 Not Applicable
Proposed,single.,family residence with accessory structureS on,a,privately held.residential,parcel.
Attach additional sheets ifnecessary
NATURAL COAWPOLICIES
Policy 4. Minimize loss of life,.structures; and natural resources from flooding and erosion. See LWRP
`Section III Policies Pages 8.through.l6:for evaluation criteria
Yes No Not Applicable
x
Attach.additional sheets if necessary.
Policy 5. Protect and improve water quality and 'supply in the Town of Southold. See LWRP Seetion III
—Policies Pages,16 through 21 for,evaluation criteria.
ILJ x
Yes LJ No D Not Aoplicable
Proposed single family-.residence.with accessorv.structures on a-privately held residential parcel...The project includes the:.installation.
of gutters and leaders to drywells and the installation of an VA septicy system. The project includes a 15'wide buffer.
Attach additionahsheeis if necessary
Policy 6: Protect and'restore the quality and 'function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife.Habitats and wetlands. See LWRP`:Section III-.:Policies;'-Pages 22
through 32 for evaluation:criteria.
1
Yes No Not-Applicable
single family Lesidence:with.accessory.,structures on.a privatelv.held,residential parcel. The;project includes the
installation of gutters and leaders to drywells and the installation of'an l/Asepticy"system. The project includes a'15 wide u er.
.Attach additional sheets ifnecessary
:Policy 7: Protect and`"-improve :air quality :in the Town of Southold. See LWRP Section: III -:Policies
Pages 32 thro0gh:34 for evaluation.criteria:
Yes No X ': Not Applicable:
Proposed single family residence with accessory structures on a privately held residential parcel.
Attach additional sheets if necessary
Policy, 8; M>lnimize environmental degradation in Town -of:Southold from solid waste and hazardous.
substances'and"wastes See LWRP Section III—Policies; Pages 3.4 through 3$for evaluation:critera.
Yes No .0 Not Applicable
Proposed,single family residence,wth accessory structures on a,privately held residential parcel.
PUBLIC COAST`POLICIES
Policy 9. :Provide:"for public access to, and recreational use of, constal waters, public lands, and.public
ll.resources of the.Town of.Southold. ,See LWRP Section IIL'—Policies; Pages 38`through 46 for evaluation
criteria.
Ye No 0 Not Applicable
Proposed single family residence with accessory structures on a privately held residential parcel.
Attach"add%tignal sheets if necessary
-WORIaN.01 COAST POLICIES
Policy 10. Protect. Southold's.water-dependent uses and promote siting of new water-dependent uses in.
suitable:locations. 'See LWRP Section III :.Policies;Pages 47 through'56 for evaluation.criteria:.
;Yes 'No.0 Not.Applicable
Proposed single family residence with accessory structures on a privately held residential parcel.
Attach additional sheets if necessary
Policy 11. Promote sustainable.. use of living marine resources; in Long Tsland Sound, the Peconic
Estuary and Towti waters. See LWRP Section III;Policies; Pages 57,through.62 for evaluation criteria.
Q Yes - No f Not Applicable
Proposed single family residence with accessory structures on a privately held residential arcel:
Attach additional sheets if necessary
Policy 12. Protect agricultural lands4n the Town of.Southold. SW LVWP Section IIh—Policies; Pages
62 through:65 for evaluation criteria.
0 Yes No. Not Applicable
Proposed single family residence'with accessory structures on a privately held residential parcel.
:Attach additional sheets necessary.
ol>icy1 ,13: Promote ;appropriate use and development of energy and mineral resources. See LWRP
Section III-Policies; Pages 65 through;Wtor evaluation criteria.
0-fo, No.Q. Not.Applicable.
P.ro_osed single. :..residence.w1th,acces§oTy structures on a privately held residential,parcel.
PREPARED BY.. Lisa Poser,Twirl Forks Permits Principal Planner August 8,2024
TITLE DATE
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Nathan Brzozowski
34460 Main Road,Cutchogue
SCTM No. 1000-97-2-9.1
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Photograph 5. View looking west towards the area of the proposed barn. Photograph 6. View looking west towards the area of the proposed barn
in the area closer to Main Road.
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REVISIONS:
SITE DATA
1 8'-0"MAX. C.to C. PROPERTY: 284,983 SF 6.5423 ac
PROPERTY WETLANDS: 7,300 SF
STORM WATER MANAGEMENT DETAILS
BUILDABLE PROPERTY: 277,683 SF 6.37 ac
GRADE u m
a
LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELI V w 42,094 SF
z ESTIMATED AREA OF
2"RAIN PER HOUR PROVIDE: CAPACITY: y GROUND DISTURBANCE:
ZD
________________________ NEW ROOF AREA: 3032.9 SF 506.5 CF (3)8'die.,4'deep 169 CF �y , y f
•\ PROPOSED POOL: (1)8'dia.,4'deep 169 CF � 6°MIN.
TOTAL:1368 SQ.FT. (2)Bala,4'deep Y -� PROPOSED: AREA LOT COVERAGE:
O� 1ST. FL HOUSE ENVELOPE: 1,631.4 SF 0.59%
� Nores: OGEE GUTTER-STANDARD 5" ��0� � 2ND FL.OUTSIDE ENVELOPE: 47.4 SF 0.02%
§ ')EXECUTION: PERSPECTIVE VIEW GARAGE: 780.0 SF o.zs°iD
`\ kw Aj.DO NOT BEGIV INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
...,_. ._ 2)•PREPARATION: NORTH-WEST LNDG 1: 40.0 SF 0.01%
A).CLEAN SURFA:E THOROUGHLY PRIOR TO INSTALLATION.
...........
"' B).PREPARE SUWACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR STAIR: 46.4 SF -
PAINTACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
a bI h METALSWRgPROTECTNEBACKING AND pANTURFACESINCONTACiWITHDISSIMMR 36" MINIMUM 2 x 2 NORTH-WEST LNDG 2: 15.0 SF 0.01%
NORTH-EAST LNDG: 12.0 SF 0.010/0
3.INSTALLATION: FENCE POST
® , 14 A).PERFORM WOW IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. BREEZEWAY: 80.0 SF 0.03
12 - 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO I"FOR EVERY 40'OF RUN.
2),SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
e).COPPER
/LEAD:RASH AND SOLDER GUTTERS TO DOWNSPOUTS AND WOVEN WIRE FENCE 2ND,FL.BALCONY: 234.7 SF 0.08
ACCESSORIES.
is B).ALUMINUM:RNET M W AND CAULK WITH A BUTYL SEALANT SLIP]DINT (6 x 6 - 10/10 W F)
CONNECTORS. OUTDOOR SHOWER: 16.0 SF 0.01
i � 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL Z
CONNECTION WATERTIGHT, FILTER CLOTH RAISED PATIO: 560.3 SF 0.20
moo, SKY PLANE DRY WELLS TO BE 10'MIN. 4).PROTECTION: o STAIR: 30.2 SF
AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. N -
8).TOUCH-UP,
PAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL s'COpE
CHIMNEY: 11.5 SF
Oo ° -
o ° ° BILCO CELLAR ENTRANCE: 42.2 SF
EMBED FILTER CLOTH GRADE AC MECHANICAL UNITS 25.0 SF
MIN. 6" INTO GROUND
Z PATIO ON GRADE: 3,659.0 SF
:o O.D.KITCHEN: 36.0 SF
NOTE: POOL: 648.0 SF 0.23%
TEST HOLE D,4TA MAXIMUM DRAINAGE AREA
McDONALD 6EOSCIENCE 1/2 ACRE / 100 LINEAR FEET SPA TUB: 100.0 SF 0.04%
04/02/201-1 HOUSE DRIVEWAY: 8,000 SF W
SECTION DETAIL BARN DRIVEWAY: 3,500 SF
EL. 8.4 DARK BROWN LOAM POLE BARN: 2,400 SF 0.86% O
SILT FENCE DETAILS CONCRETE TO REMAIN: 498.0 SF
1 TOTAL: 22,413.1 SF 2.37°/O
BROWN SILTY SAND WITH HEAVY CsRAVEL SM �Q
DEMOLISH AND REMOVE: W
EL. 2.1 ------ 2•'1 FOUNDATION: 1,760 SF
WATER IN BROWN SILTY SAND WITH HEAVY CsRAVEL SM O
FOUNDATION,STAIR REMAINS: 43.0 SF a
3' TOTAL: 1.803 SF - O
WATER IN BROWN FINE TO COARSE SAND 0
WITH HEAVY GRAVEL SW METES AND BOUNDS: SURVEYOR: PECONIC SURVEYORS
O DATE SURVEYED: JUNE 8,2023
�s SCTM: 1000-97-02-9.1
JOHN B.BUSH JR.
(� (WELL 150'+/-) WATER IN PALE BROWN FINE TO MEDIUM SAND SP FLOOD ZONE: AE 6 1 X
`� UP ° ELEVATIONS REFRENCE: NAVD 1988
V
I I3' c�0
I
S 3 90 41 ' O" E NOTE: WATER ENCOUNTERED 2,7' BELOW SURFACE WLF
LANDWARD EDGE OF FRESHWATER WETLANDS 19
I $ 3 9�° �4�-Q0" E 2 6.60' 147.1 C7' AS DETERMINED BY SUFFOLK ENVIROMENTAL
S' lQ CONSULTING, INC. ON MARCH 22,2017 ESTIMATED EXCAVATION AND FILLGFA CALCULATIONS W
EL 10.9 \ /' - - °"" "'°4O - EL 13.0 * V O LOCATION: EXCAVATION: FILL:
/r a %'�;,`,'';�. ' \ 3,r LOCATION: AREA:
\ �� F � �, :' _ cC �I O HOUSE FOUNDATION: 625CY 300CY
/ V RAISED PATIO: 175 CY 125 CY PROPERTY: 284,983 SF
P / I ` , PO p !� Or UNION F 1 WETLANDS LANDINGS: 6 CY 2 CY WETLANDS: 7,300 SF O
FF C�o i' ,TEMPI?RARX 1 sy' z 1 m •� •• in Q R
�V I SILT FEI�CRA G(LIMITS OF CLEARING) \` • F� ./ ;I ' T.OPTOIL• I QFC' p( 'a bI % b r
m gZ - - - - - -rr- - - - -;- - - Cc J HOUFT ` -;LOCATION :':` Gt' �� 5�° • m \% EE SCHOO DISTRI O HOWER: 2 CY 1 CY Q W s iJ` L �' OUTDO R S MT"I O
ce > GRAVEL'D IVEWAY, - �. ' ..' ,' .,. w L C M�rl.•�1
w r4i' ''' �; .lB600sF) �, •y' GRAVEL6NV'EWA �' �.� :4' ,,.�. &�ti . °��, (PUBLIC W I POOL: 350CY 100CY BUILDABLE PROPERTY: 277,683SF Q
V
w ' : �so WATER) HOT TUB: 50 CY 20 CY 280-207d GFA PERMITTED: 7 876.83 SF
Q �' � ,�/ �`F� \ .ob.�' � � � arL $ r� � SANITARY SYSTEM: 320 CY 200 CY ^ � z
UP 1 �� �/ TEMPORARY ` ' 1 ' G
' qp - DRYWELLS' 65 CY 38 CY
_ I TOP SOIL I CONCRETE T r\1: `�- '" \ _ b�$ \2� ` . 9 EXISTING FOUNDATION: 50 CY 75 CY 1ST FLOOR: 1,600.0 SF Q
l ! LOCH I WASHOUT I '` •`J�\ $� WLF CONCRETE REMAINS: 2 CY 4 CY
U I ,�� TION / 1 c}�� 1 I \ �\] 2ND. FLOOR: 1,424.4 SF CD
I ti . .',.'•Q ` 'C *NEW GRADE ALTERATIONS: 300 CYCD
\ LO -PROPOSED I/A 1P's cC .+ �/ c TOTAL GFA 3.024.4 SF d
U Ia.® F _ ZpNE SEPTIC 2 `� ;`f« 9; �\a 1 `� �Q TOTAL: 1,645 CY 1,165 CY
�, A U
Z / _ S� E 1 O�� f ° ` tT T'' �� �fFP�- 1 ` \ �J L M
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-i / ! C`.C t cP ,C Y ."C t Y` :y.C Y`.�' t Y t Y t ��� Y�� r\ 44 O C 0\
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\
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z 5
L
U 11 f<:E% I ucl� �C` ao \ // Y •C t� tY` O , Y .C r Y, «Y
( N .� t Y .C t `` \ E WLF
/ i •.:j PROPOSED / /`.C t \ W fj• \ Y .C r Y` t C ~., Y`.f t • +�
60 X 40'BARN I Y .f YY:C °�G \ Y �\ /t` C t Y`.C r • Y`_ ` C t • Y` crJ .
:j.• T::::.. / •fir Y 8 ' �r \ W •C � -_ _ .fit Y .Ct r .Cr Y.�`•C.r YP �-.Ct �'1� d� Cn
1 N t Y WLF V - _ _ N
6bA -/' r ; Y; Y ' 6 \ \• �:tY Yr �Y rt r Y` ^ •t t ROPOSED 15' t , tY .� t- r: ^' N r.
I~ �a
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N VEGE I`t�`tY V �v /� 11 F ; Y`t c t Y`•Cr Y�`tY`•Yc <��rY Yr t�•t Y`., . OFFER
F t Y .� t • Y` t� r Y I
: . ' WLF / O• -c r ` Y .c t ; Y: Y . t
O ! 0 ! V
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r• Q �• 1 (LIMITS OF CLEARI WETLANDS
�Up � \OF
P POSED 15'WIDE ��9\�\ WLF EDGE OF LAWN � � F �
U I J •'u, ' I /. c t Y _c F NON-TURF, NO /�O
1 1 `.r t / RTILIZATION VEGETATED BUFFER `
12 �' RMA STRIMBAN u
WLF I� 200 \n WLF O
p / 6 r \ 15
WLF U)
�� W3F 14/
O EL. 2.8• :' :, .�t ; Y; t Y` WL F E B - 4 2025
3 / EDGE OF SURFACE WATER ^
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, W LF KATHRYN HARTMA '
ko - � "
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LANDWARD EDGE44. g ► � -
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If
AS DETERMINED BY SUFFOLK ENVIRO �'`' °�
I II CONSULTING, MENTAL �
I I NG, INC. ON MARCH 22,2017
c y DRAWN: MH/MS
C / � � c �_k•r✓
N O / 1 tER 4,10-Z r SCALE:
DS PAM ELA WATSON67:': ' .� JOB#:
F DEVOE BASSFORD ,� PROPOSED SITE PLAN 2/3/2025
SCH 11 _ 11
MIDI �J K ANO ,� SCALE. 1 - 40 0 �� 02,
` SHEET NUMBER:
(VACANT)
S- 1
i
_ -- - - REVISIONS:
` - -----"�- ----� THE S l LT FENCE
39 O 1 30 �� (LIMITS OF CLEARING)
41'----- E AREA = 42,094 SF
I O -1 `'----- �pL o
39 \ , ` �, EXISTING TREES TO REMAIN
'- \ \ i 0 6
WILL BE PROTECTED WITH
/ — - — - — - �p L FENCE-ANt7� ES TOEODE EL 13.0 �b FENCING
.rr - - - -- -
I EL 10,g / _ _ o
u z I --SILT OLF� TEMPORARY o °°, �� P°° P o��<'
(2) TREES TO BE REMOVED
FEI�FWG (LIMITS OF CLEARING) - t TOP SOIL I �'�, .� a o d \ o
0 W - - - - - - - - - - - /- - - - - -I- - - - - - - - - - - - - �-- - -� LOCATION / ��oG �� 0 <
z V FCC NCRETE `Y' y2° `"' �ti\� POOL PATIO
v z GRAVEL DRIVEWAY / \ '� S"OUT ` �o�o �9� c
w \ \ (800� SF) /' \ GRAVEL 6RIVEWAI � ; , - , \ , _ , . �a oy �s<°sA �° 2°\?•� HOUSE DRIVEWAY
z W - - - . , �,�, _ , ' M - s o a 0 o BARN DRIVEWAY
o -
m 0 % �;��� ' - 9n �f A °°�� REPLACE TREES WITH (4)
Q� U P / TEMPORARY :, a \ .� °o 2 \ \
I \ \ CONCRETE - ;cl o ,� s \ NATIVE HARDWOOD TREES
® � TOP SOIL ► WAS UT , 9� 2 �Ji / \
V HO Ate 3" CALIPER SIZE
I LOCATION � _ �;rJ �' ° /� \ \
\ 2a ��op ��f f s / - �� �iXCESS FILL 1� BE, REMOVED
V I C �;"®� SEPTIC`PROPOSED /A ��2s�� c F ti
z �� ZONErP-E..A.N L o � �. � � - p°� - —j 1
® I \ o, BY E �a � �� �� o �o Via:,.. G - - �� ���� AFTER FINAL GRADING
004
- - - _ _ a
I / cp
-
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f °�T / � FLOOD ZONE , - _ - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - _ _ _ _
LINE � k
�,v. (r'T7I�// \ / / ` \ T — —' - •- �,A� c���p,R1N �i • i O - 't' �'t_ - y -_ ., --•--v \ � � v \ � � *
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kV WLF// cn
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00
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'"'^°".• +.J lF..r�.�11 `� v� ( �\!' POSED 15► _ .
V i � WIDE NON-,TURF, NO
I .
FERTILIZATION VEGET PROPOSED SITE PLAN 4
1 Y
WLF , ATED ,BUFFER SCALE: ��� = 20�-0�� w
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ol
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WLF , � EDGE OF
- SUR
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SCALE:
WLF ' .
I '�'' � JOB#:
2/3/2025
1 414080 ........ ,����. ,d�, ,,� SHEET NUMBER:
LANDWARD _
F n r�, I' n C 1"1'1 r... � S-2
SITE INFORMATION: TRAFFIC RATED PRECAST
MANUAL TRANSFER SWITCH/ DOSING PUMP HYDRO-ACTION CONCRETE TANK
6.5423 ACRES EMERGENCY/SHUTOFF FLOAT 20AMP
LOT AREA- 284,983.0 SF
( ) MAIN ELECTRICAL PANEL (RELIANCE CONTROLS CSR202) 240VCAPACITY TREATMENT UNIT
ALLOWABLE INFILTRATION RATE - DISPOSAL SYSTEM FOR FIVE MANUAL TRANSFER SWITCH/ 57"0
TO SIX BEDROOM RESIDENTIAL PROJECT FOR LEACHING EMERGENCY/SHUT OFF DOSING PUMP GALLEYS 400sf per TABLE 6. (RELIANCE CONTROLS CSR202) OUTLET TO❑ -
CB 2 - -- -- RECIRCULATION PUMP INLET FROM _ g DRAIN FIELD
FEMA Zones AE6 &X per FEMA Map FM36103C0781 H- PLC CONTROL PANEL CONTROL PANEL&AIR PUMP MAIN BREAKER FINISH GRADE DWELLING �'.J
Map revision date September 25, 2009 w/HP120 COMPRESSOR IN POLYETHYLENE ENCLOSURE CB 3 ----- --- MIXER PUMP
PROPOSED DWELLING w/4 BEDROOM (440 GPD) j
CB 4 aR � HDPE VALVE BOX 34460
- -- AIR HOSE TO DIFFUSER RISER&COVER
,� WLF
PROP SEPTIC SYSTEM FOR 5 BEDROOMS ELEC. &CONTROLS END PLUG z.
To CONTROL BOX CB 5 - - RECIR TIMER ENABLED
(1)HYDROACTION AN500C-ST(OWTS-550 GPD) E • TO CONTROL ��
(8) 8.5' LONG x 4,75' WIDE x 2.0' EFFECTIVE DEPTH per FEMA Zone AIR HOSE&ELECTRICAL CB A - - ' L_- L1 PANE 5 4 2 - -- - / 76" Q1 MAIN ROAD
LEACHING GALLEYS(LG) 2.0' Above BFE, min. SUPPLY TO TREATMENT UNIT - --- - HIGH WATER ALARM OWTS TOP PLAN VIEW
(4) EXPANSION GALLEYS (EG) PVC SEWER PIPE, TYP
3.0'x 3.0' CIRCUIT BREAKER ELEC. &CONTROLS
LOCATED 1,086.3' SOUTHEAST OF BRIDGE LANE, SOUTHEAST CANTILEVER SPECIFICATIONS: - /"F
ON MAIN ROAD. TO CONTROL BOX
HAMLET OF CUTCHOGUE PLATFORM GROUND _ -- -
CB A- 30 AMP -FIELD WIRING Cl 30° BEND PVC PIPE (see Detail 4)
TOWN OF SOUTHOLD LINE OF HOUSE CB 1 - 20 AMP CI PIPE D3034 SDR 35 24" HEAVY DUTY CAST IRON JUNCTION BOX(see NOTE 10)
SUFFOLK COUNTY LOCKING FRAME&COVER
CB 2 - 20 AMP MANUFACTURER WIRING FROM TO OWTS � @GRADE REMOTE LOCATION
VERTICAL DATUM - NAVD 1988 CB 3 - 20 AMP - / TO REMOTE
CB 4 - 10AMP PNEUMATIC HOSE DWELLING CUTCHOGUE
BOUNDARY&TOPOGRAPHIC DATA BY PECONIC SURVEYORS., Finished Grade AIR PUMP
CB 5 - 10 AMP (FIELD INSTALL) Cl60°WYE WATERTIGHT FLEXIBLE D
DATED JUNE 08, 2023. f
H dro-Action Control Panel Detail, 2' Above BFE min. Wirin /Dosin Diagram Detail Flush Clean-out Section Detail JO NT SEAL APPROVED BY
y ( ) g 9 9 TIE MANUFACTURER, TYP TOWN of
GENERAL LEGEND: 3 Scale: NTS 4 Scale: NTS 5 Scale: NTS E
BW- BOTTOM OF WALL - SOUTHOLD
CO - CLEANOUT W F
Cl - CAST IRON i °p designed by:
COP INV- CROSS OVER PIPE INVERT 34640 MAIN ROAD LANDWARD EDGE OF FRESH WATER I INLET FROM
OUTLET TO
WETLANDS I DWELLING DRAIN FIELD
DW- DRYWELL 1 (IMPROVED,PRIVATE WELL) �� . ^O I AS DETERMINED BY SUFFOLK B 4.'a EXIST.WELL 150.0'+FROM PROPOSED ELE TRICAL SERVICE, b ENVIRONMENTAL CONSULTING,INC.ON ' HIGH WATER-
DP- DISTRIBUTION POOL SANITARY SYSTEM CO TROL LINES&AIR
DT- DISTRIBUTION TRENCH ; 1 BL WER TO OWTS 1 " MARCH 22,2017. -
1 PROP.WATER METER 24%•600 S 39°41 30 E i C ALARM FLOAT K
EL- ELEVATION , C NTROL PANEL 73.\ 1 I II \
\ &SERVICE LINE - 9 ;
EG - EXPANSION GALLEY I ' - 1 o u C (s e Detail 3&4) - o - ____ _ •980 1 RECIRC.TIMER � /
PROP.ELECTRICAL/COMM. (see Notes 14) O - _..._ _ __ �.�:o
EP - EXPANSION POOL METER&BURIED SERVICE \ / S 39 24 O - __ z=�a ",�'- �"-� ° ENABLED FLOAT I� :-
/ PROP.1 STORY, _ ,/ CUTCHOGUE UNION FREE SCHOOL DISTRICT H
ET- EXPANSION TRENCH LINE 4= PROP.7 CLOSED LOOP ,- 0�/ WIeF,
---- - 3 1 = ... .,.�
EXIST- EXISTING I �0 9, HYDRO-ACTION FFE 12.0 SLAB + GEOTHERMAL WELLS ,- C (IMPROVED,PUBLIC WATER) LO
AN50OC-ST OWTS - - ` � -
FFE- FINISHED FLOOR ELEVATION I (see Detail 1)
GFE - GROUND FLOOR ELEVATION
GSF-GEOTEXTILE SAND FILTER - - - �- HYDRO ACTION \\ •4 '\ A
HEGE HIGHEST EXPECTED GROUNDWATER ELEVATION - - PUMP BASIN ie� PROPOSED �5 Soo S 8Q
GRAVEL e� I "V.. I \
1 /•,n Too \O A
INV- INVERT }-- _ (see Detail 7Z _ \ DRIVEWAY QP� / I �w�<< �2•e 1 GF�/ ., 7
LF- LINEAL FEET ------ --,-- - --_ :_-= - _ \ .� e ,�_._ ------ -
___ .�'- T -�- ---L- EXIST.WELL WIF a
LG - LEACHING GALLEY ' -- -_= --- / / EXIST.WATERSERVICE�.�� \ - / '"c'°t Cn coord;°"''° ;'
EXIST.OVERHEAD TO BE USED FOR \ 12.20 C ".y -»4C N C
a 1 / _ -8'• --- -„- - .`' 12� -� -LINETOFEMXN� `""-�� IRRIGATIONS / i
LP - LEACHING POOL ELECTRICAL SERVICE _ o ____ ___�j i / \ ��=' \ \ / ` 2 1 7• 72
MAX- MAXIMUM < I &COMM.TO BE / aOO, r o / ` / \
a I REMOVED / - / •�, \ , 98 .�_ ° I OWTS SECTION VIEW 33 Flying Point Road,Suite 124
w , I 3 THICK BED OF COMPACTEDMIN - MINIMUM � ,-'� � /� / - _ � �'� '��26� 24 0 11 Southampton NY 11968
PROP.ELECTRIC, -' �, �Q \ - _e- - ..\. \� / O E SAND. MAXIMUM TOLERANCE
' 728 . OF t1/4 IN ANY DIRECTION
OWTS - ONSITE WASTEWATER TREATMENT SYSTEM w METER&BURIED SERVICE "' ° ° ° \ - / _ _ _ '� \ '
POC - POINT OF CONNECTION LINE \ °� / �-�-�' - --►,� 631.702.3435
1 I / '-�;'-�;�q;r_ �opO PROP.MULTI STORY, „t..,�.,,. •....e.��J'�• '�►' w..,,, � -.►-_� '�-•-�-`- e.a\ / � , ', '
PSD- PRESSURIZED SHALLOW DRAINFIELD Q FLOOD ZONE - - 4-BDRM DWELUNGe �`"
TYP-TYPICAL 1 - - - - ' info@eecoords.com
PROP.WATER METERf (X) DISTRIBUTION BOX_ .w/BASEMENT-�.� "� -•° " + -� \ ` ITEM DESCRIPTION for AN500C OWTS
TW -TOP OF WALL &SERVICE LINE /see Detail 7)' / FFE 14.0'�
_ J'� ,\ A TANK AN500C 245 NITROGEN REDUCTION
/ / FLUSH - \
VOLUME z (see Notes 14) PROP.ELECTRICAUCOMM. `--- ,��'\,-�-��•\ -\��\ '
Q W METER&BURIED SERVICE 'ss �4s9 CLEAN OUP •\,� I` W" OF NEW
Oz I I LINE ,�, �fO rO� (see Detail 5)- - _ '\ , TANK, AN500C 245 PRETREATMENT, PRECAST .�E W YO
Q _ FLOOD ZONE ;l •--�- •-�. \ \� B CONCRETE
_ �P
®TEST HOLE LOG (AE6) `� � osf ' ;;�,'' `;F'--•---- \ ----._. .._- % i C COUPLING, 4" SDR35 PVC SXS p
�I
BY MCDONALD GEOSCIENCE �'0'0�),I, pr' I rOoo �Yps fo�c:°off , LANDWARD EDGE OF FRESH WATER '►.,,��• ' \ `� _-�./
DATE: 04.02.2017 Z W `r °,ior r°� s s • . WETLANDS WLF NON-DISTURBANCE BUFFER D ASSEMBLY, RE-CIRCULATION 245 COMPLETE
�• (� _ I FLUSH ° Cy AS DETERMINED BY SUFFOLK '�' LIMITS OF CLEARING S GROUND r-
EIII 5.4't 0.0' Q - - CLEAN OUT `�o, •� �� DISTURBANCE E PIPE, 4 PVC SDR35iU
Q ' _,�, , ly ENVIRONMENTAL CONSULTING,INC.ON • `•►.,, \ n
�-- pp� (see Detail 5) do / `�- F EC50-30-L-1 -PLC see DETAIL 3 m
Dark Brown Loam (SM) U Cfl �) : / s� MARCH 22,2017. '"'�.�:,� 'Z:,ert s,7 2
1.0' J M .!P-.. ^tiys W°` ----.: ` Q G PIPE, 4" PVC SDR35 �C9
m co I TEST / V %�eF Na o WlF 11"JJ �97859 F.
HOLE �� a0�gOaO/ �c� '�.; ` \ 0 H PIPE 4" PVC SDR35
Brown Silty Sand I /� raG� FESSION
r II / a.g / �s o�E" ePNi \ �. \ C] I TEE, STRAIGHT 4" SDR35
w/Heavy Gravel (�>M) 2.7' EL 2.7'1 �I S °�� /_ /JWeF. \', ..0 o J PIPE, 4" PVC SDR35
VPater I 8FO, n Siit ��ana _ _ _ 11 1 ( / - �� ' w Fes. •� �� N K EFFLUENT FILTER GENERAL NOTE 13 & DETAIL 6
- - - - - - w/Heavy Gravel(SIA) 3.0' (EL 2.4') - - 1
per USGS-LI 2010 , ) /' PROP.1 STORY,BARN on/SLAB /W, WETLANDS ` `'
(NO BEDROOMS/ELECTRIC HEAT) /. ` ' +� ''�+�" bW.L 1 Hydro-Action AN50OC-ST OWTS Details
FFE5.0' .�` "- ►'. .W,. ....---......
Water in Brown Fine to I I /• ,,.�'' / /. A/ � SCALE: PER PLAN
/ V Scale: NTS
Coarse Sand w/HE,avy I ( • PROPOSED / / / (�0 2�°��j6� �� WETLANDS JOB NUMBER: 24-045
Gravel (SW) 1 GRAVEL /. ;J
• / DRIVEWAY / t (1 OO 444.9
� ^ O
WLF (/ 33780 MAIN ROAD GF
A-0
� O (IMPROVED,PUBLIC WATER) O / `
7.0' / / O• �`
/ �� 395 HARVEST LANE ' 3 i "I ` CONNECT TO
/,. ` f A.
(IMPROVED,PUBLIC WATER) BUILDING SEINER
�� PVC D3034 E
PL-122 HOUSING {I EI
w W...•' _ - - - - - 65' PART NO.-30142 POLYLOK 20
� 1 11 4 CLIPS TO RECEIVE PART NO. MATERIAL - POLYPROPYLENE DISTRIBUTION BOX SDR 35
ater in Pale Brown Fin / �!F N 35000
00 30 W 30142(HOUSING) C OR-WHITE 24" MIN.
to Medium Sand (SP) / Q 1 SAFETY GRATE
414.800 34100 MAIN ROAD - -�-----
i (VACANT) WATER LINE TO OWTS r' ^,
1
1 c _INLET
PVC WYE W/
1 N OPENING I�Ily;�y' THREADED CAP
Pro osed Se tic Site Plan 4-1/2"DIA.POLYETHYLENE BALL CAGE TO ALLOW FOR
I n - HERMETIC BALL 2.62"TRAVEL OF BALL FROM OWTS � O I, CAST IRON PIPE
1 I Scale: 1 - 50 ft .-
13.0 FRONT VIEW BACK VIEW TO LEACHING FIELD CI TO PVC ''
4"!D INLET PVC PIPE ULTRASONIC HOUSE ADAPTOR
24"X72" WELDED JOINT e r PROVIDE SPEED €1Ii.E. ;;. NO. DATE DESCRIPTION
S=0.0104 MIN RIB BASIN 4 x 24 QJ PRECAST
GENERAL NOTES: EACH OUTLEVELER LET IN
- EXTG• CAST-IN-PLACE
6s' ,:'�.Ii '.; ': DESIGNED BY: EAST END COORDS.
1. HYDRO-ACTION AN50OC-ST OWTS. SUFFOLK COUNTY HAS PREAPPROVED A GROUNDWATER PENETRATION CONCRETE BASE .I�i. CONCRETE FOOTING
TOP VIEW BOTTOM VIEW I ::
OF 4.5' FOR THE PROPOSED I/A OWTS WHERE ONLY 4.0' IS PROPOSED. CONDUIT PIPE TO DRAWN BY: AMH
TO CONTROL
2. THE SEPTIC DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. PANEL 6 Effluent Filter Section Detail 7 Polylok Distribution Box Detail 2 Clean-out Section Detail @ House
THE CONTRACTOR SHALL PROVIDE PHOTOS OF THE AS-BUILT INSTALLATION PRIOR TO BACKFILL WITH ALL PUMP BASIN PLAN VIEW Scale: NTS Scale: NTS Scale: NTS
COMPONENTS LOCATED AND DOCUMENTED. DATE: JANUARY 21 , 2025
3. THE OWTS INSTALLER SHALL HOLD,APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF 24"x 72 HYDRO-ACTION 45.0'
24" ROTOMOLD COVER � I DRAINFIELD PUMP DOSING (HYDRO-ACTION PUMP) HYDRO-ACTION AN500C BUOYANCY CALCULATIONS SCTM#: 1000-97-2-9.1
HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. RIB BASIN (AKP20030) SOLID LID w/GASKET NORMAL OPERATION
(AKP60190) 40.0' DOSE VOLUME- 22.56 GALLONS BUOYANT FORCES SCDHS REF#: R-
4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF CYCLES - 550 GPD/22.56 GAL=24 CYCLES PER DAY VOLUME= 39.7 SQ FT X 4.0 FT= 158.8 CF
HEALTH. WEIGHT OF WATER = 62.4 LBS/CF
T PIPE 5. THE SEPTIC DESIGNER OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. CONTROL PANELCONDUIO
BUOYANT FORCE = 158.8 CF X 62.4 LBS/CF= 9,909.1 LBS
INSTALL 1/8 HOLE @
BOTTOM OF DISCHARGE
ISTRIBUTION BOX
ASSEMBLY RIM EL= 7,3' ANCHOR FORCES
6. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE 4"0 INLET PVC PIPE 3.OLF 4 PVC PIPE D3034 SDR 35
DEADWEIGHT OF TREATMENT UNIT
30.0' !- - INV IN= 4.0' -I -
PROPERTY OWNER SHALL BE PROVIDED TO SCDH. THE MAINTENANCE CONTRACT SHALL INCLUDE THE S=0.0104 MIN TO DRAIN FIELD @ S= 0.0104 MIN. DE-ENERGIZING
MAINTENANCE OF THE I/A OWTS, CONTROL PANEL, PUMP BASIN &DISTRIBUTION BOX FOR A THREE YEAR MIN. 13 PIPE w/PIPE REDUCER (PITCH INV OUT= 6.45' WEIGHT OF OWTS = 17,000 LBS
HYDRO-ACTION TOWARD D-BOX) BOT EL= 6.28' SEPTIC
UNIVERSAL FLOW 25 0 HYDROACTION AN500C-ST OWTS FACTOR OF SAFETY= 17,000 LBS/9,909.1 LBS = 1.72
7• A GARBAGE GRINDER SHALL NOT BI- INSTALLED UPSTREAM OF THE OWTS. DISCHARGE ASSEMBLY ; ', LEACHING GALLEYS
8. NO HOUSE TRAP SHALL BE INSTALLED UPSTREAM OF THE I/A OWTS IN ACCORDANCE W/SUFFOLK COUNTY INDUCER RIM EL= 7.3' FG EL= 8.2'
1
20.0' INV IN= 3.56' - HYDRO-ACTION INV IN= 6.37' 20 0 I SITE PLAN
DEPARTMENT OF HEALTH RECOMMENDATIONS.THE OWTS SHALL VENT THROUGH THE HOUSE SEWER PIPE, N INV OUT= 3.22' PUMP BASIN BOT EL=4.7' I"
ORENCO DISCHARGE PUMP ? i '
NO ADDITIONAL VENTING IS REQ'D. (COVER:1'MIN./2'MAx.� ,
N MODEL- PF200511 HH EFFLUENT BOT EL=-2.2 RIM EL= 7.3 HYDROACTION AN50OC-ST OWTS F E B - 4 2025
9. OWTS SHALL BE TESTED FOR WATER TIGHTNESS AFTER INSTALLATION OF CONCRETE UNIT USING A METHOD T _ (Demand-Dose Controls 15.0 INV IN= 4.4 _ 15.0 RIM EL= 7.3'
APPROVED BY THE MANUFACTURER.. CAST-IN-PLACE CONCRETE o CLEAN-OUT INV OUT=4.1' 8.OLF 4" PVC PIPE OWTS
FFE _ 14.0 (see DETA D3034 SDR 35 @ CLEAN-OUT INV IN= 3.56'
DEADMAN POURED PRIOR TO BOT EL= -1.34 see DETAIL 5) INV OUT= 3.22' 1
10. 9 X 9 X 7 DIRECT BURIAL JUNCTION BOX FOCUS DBS-97-JB.
PUMP BASIN INSTALLATION 3.0 f 10.0 IL 5 - { S= 0.0104 MIN. 10.0'
BOT EL= -2.2' p
PUMP BASIN SECTION VIEW �oo _ ioo® �000000 . - Lu �
11, CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TOFFE -6.0 z Q z
COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES IN ITEM DESCRIPTION for Hydro-Action PumpBasin 5.0 HEGE WATER 2.7 5 0 - '- - HEGE W
INV- 5.4 - - - - - - - _ _ ATER2.7'. _ - voz
_ N p - - - - -
THE INVERT ELEVATIONS. - - - - - - - - � - - - - - - - - o - - INV- 5.64 - - - - E - -
FLOAT FUNCTION 5.5LF 1.5" HDPE per USGS-LI 2010 (see NOTE 12, DETAIL 2 per USGS-LI 2010``- Q ov
12, MAINTAIN A POSITIVE SLOPE TOWARDS DISTRIBUTION BOX TO ALLOW EFFLUENT TO FLOW BACK TO PUMP BASIN (see NOTE 12, DETAIL 2) 5.OLF 4" PVC PIPE rJ rJ' ) cc
B PUMP ON L48.6LF 4" D3034 SDR 35 D3034 SDR 35 @ SDR 9 PRESSURE PIPE
IN BETWEEN CYCLES. R PUMP OFF @ S= 0.0208 MIN. (2.0' CI+ 46.6' PVC PIPE) S= 0.0104 MIN. (See Note 12) 100.OLF 4" D3034 SDR 35 L`
13. THE EFFLUENT FILTER SHALL BE INSTALLED DIRECTLY UNDER THE ACCESS COVER FOR EASE OF MAINTENANCE NOTE: PUMP BASIN MUST BE PART OF THE O&M CONTRACT @ S= 0.0208 MIN. (2.0' CI+ 98.0' PVC PIPE)
AND REPLACEMENT. per DETAIL 6. FOR MAINTENANCE.SINCE NOT A DUAL PUMP
1
0.0' 50.0' 60.0' 70.0' 80.0' 90.0' 100.0' 110.0' 0.0' 90.0' 100.0' 110.0' 120.0'
14. MAINTAIN 4.5 OF COVER MINIMUM OVER THE PROPOSED WATER SERVICE. 6 Hydro-Action Pump Basin 7 Septic �iteS.eclion @House 8 Septic �it�eSftection @Barn S-C.D.H.S. StampCScale: NTS Scale: 1 = 10 Scale: 1 = 10 Scale: Actual Size
S.C.T.M.# DISTRICT 1000 SECTION 97 BLOCK 2 LOT 9. 1
M
U. .
o
C LARD N/F OF
l0 18"MAPLE 3"MAPLE ,OHN B BRUSH JR
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5Q /'• `4 \ STEPS
p U.P! / 12"LOCUSTo
/ 0 24"LOCUST
6 / .% /I C 18"LOCUST \, \ C s
✓ o<y / O 12"LOCUST \ \ \ q O`Yi
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4 FRESHWATER WETLAND BOUNDARY AS
\ \� DETERMINED BY SUFFOLK ENVIRONMENTAL CONSULTING INC. -�- \ \��_ 1 O / ; REBAR X
\ MARCH 22,2017
\ \ (AS SHOWN ON PREVIOUS SURVEY) �'
X X X X X X X X x ,�__.6, % oW
)C X lX_ X _�J x x x �c C,�
� 4
XLx x x x x x x x X � \LAND N/F OF \
DEVOE BASSFORD \ \ \ X X X X X X X
\ /� x x x _x�-jx x f x) X X2�
X X X D� X /' X x X X X`� 1 Z
\ X -.�X X �-j X X X X X X ?
X X X X X X X X X
\ LAND N/F OF
�O.\ X X X x x x x X x x \ \ m UNION FREE SCHOOL DISTRICT 9
\�- \ \X, X X X X X X X X X X �• \ \
- 64 x'�
.� X l X X X X X X X X X \� \\ 12
\ X` X X X X X X X X X '
X X X X X X X X \`O r
8 •� �� �� X X X X X X X '•\ \ �� ;�
`\ `x X X x X X x X x
10 -� X X X X X X X X X
_ X X X x X X X X 2 \ ` 12 0
1'
X X X X X X X X /� \ ��0 �
X i ) /
170.00, X 8
I \ .10
/
X 4\
X X
X X
` X
LAND N/F OF N \ 'O O L
HARTMANN REVOCABLE TRUST O� X �OZ \ iLO C,p ! 12� !
X x <^ O t^ Z \ f r'p 1
No X X \2c"� y\�-\
^ Oq
\.p �' �
`+ X < o�� \ 1
X X \7-
REBAR 1
ELEV. 5.4' X \�
FRESHWATER WETLAND BOUNDARY AS
OIL DR BROWN 1 0, \ 10 \ DETERMINED BY SUFFOLK ENVIRONMENTAL CONSULTING INC.
LOAM X •\ (AS SHOWN ON PREVIOUS SURVEY)
BROWN X (/ MARCH 22,2017
SM SILTY SAND ` �.1 0
. '�`'
HEAVY GRAVEL 27
WATER IN —HIGHEST EXPECT.WATER EL 2.7 X 1 X x
M BROWN
SILTY SAND
HEAVY GRAVEL 3.0' _. _....._..._ X \ O \ 1 X X
i
WATER IN FINE TOO i r ,1../ x \ -`~ `O 9 \
SW COARSESAND
HEAVY GRAVEL 7.0' _ _X X
WATER IN PALE F E g 4 2025 8
FINE TO
SP MEDIUM SAND 0� x
n x x1\2 \ G�`PNc�PNN - I >
13 m X
04/02/2017 X \ x
McDONALD GEOSCIENCE X �\ \ \ 8
FEMA MAP X X \
25 2009 X \ ° / X
EFECTIVE 09
UPLAND AREA: 211052 S.F. or 4.85 ACRES Sq. Feet / � `-- (m 6
X X ` 2
AREA:284,983.21 SQ.FT. or 6.54 ACRES ELEVATION DATUM: NAVD88 °
X
UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A V10LA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COP/ES OF THIS SURVEY X X - J x
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN X \ -�' �� 6�
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777LI77ON ->
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 77-I x
EREFORE THEY ARE X X 1 X ` - (I
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GU/DE THE EREC77ON OF FENCES, ADD/77ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS 2� �� Ir X-2 y
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY X -x x �
SURVEY oF:DESCRIBED PROPERTY �� NEw^y_ CERTIFIED TO: NATHAN BRZOZOWSKI; X X )X X ^25 X
MAP OF: O
�� C �y � 2f�fC X X
FILED: Y P f,1 1Y ��011 x x LAND N/F OF
SITUATED AT:CUTCHOGUE X �036 \ DON JAYAMAHA
_ X
6
TOWN OF:SOUTHOLD
X X
KENNETH M WOYCHUK LAND SURVEYING, PLLC v
SUFFOLK COUNTY, NEW YORK �2 / u
��s 050882 - Professional Land Surveying and D?sign THE WATER SUPPLY, WELLS, DRYWELLS AND CE OQL
„f J Q P.O. Bog 153 Aquebogue, New York 11931 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS
FILE #224-134 SCALE:1„=50' DATE:NOV. 8, 2024 N.Y.S. LISC. N0.�05—8 PHONE (831)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS