HomeMy WebLinkAbout1000-104.-10-6 OFFICE LOCATION: OF S17 MAILING ADDRESS:
Town Hall Annex h0 l0 P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938
Southold, NY 11971
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LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael Domino, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator ,
Date: November 18, 2020
Re: LWRP Coastal Consistency Review JEFFREY R. LEMLER &ANCA LEMLER
SCTM# 1000-104-10-6
Erich Schoenenberger on behalf of JEFFREY R. LEMLER.&.ANCA LEMLER requests an
Administrative Permit to create an 11'x80' beach area with sand and to plant native vegetation; all
existing trees to remain; create a 100'x70' path from house to dock using Long Island pea gravel.
Located: 320 Broadwaters Road, Cutchogue. SCTM#: 1000-104-10-6
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 proposed action is CONSISTENT provided the following is considered to further with the LWRP
Policy 6:
1. Require containment of sand and pea gravel on subject property.
2. Consider the installation of tree wells (where necessary) to prevent the burying of trunks
that may result in the death of the tree.
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: Damon Hagan, Assistant Town Attorney
vtu
Town of Southold , I
LWla..l.' CONSISTENCY ASSESSMENT FORMNOV 12 2020
A. INSTRUCTIONS Southold Town
Planning Board
1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions, including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section.C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. ,A..r Mo,aed action will be evaluated as to its significant
beneficial and adverse effects upon the;coastal area which includes all or Southold Town):
3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each (answer niust bc,e, A J,ain&l in detail, listing bof 11 sluR a sting and non-
supporting facts. If an action cannot be cortified as consistent with he LWRP policy standards and
conditions, it shall not be undertaken.
A copy of the LWRP is available in the following place , online at the Town of Southold 's
website (southoldtown.nokhfork.net), the Board of' ' stees Office, the Planning Department, all
local libraries and the To n Clerk's office.
B. DESCRIPTION OF SITE AN PROPOSED TION
SCTM#_ �A _ -_ _
]PROJECT NAM7C ` 14 'o 3-e
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees InKl
1. Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g. capital ❑
construction,planning activity, agency regulation, land transaction) ❑
(b) Financial assistance (e.g. grant, loan, subsidy)
(c) Permit, approval, license, certification: PA
Nature and extent of action: A6,VO4MV 50Y T A167 P4��ZI-IW6, ,C),'C457 4Allo
ro
1VOLa AtZA--O-E X/)25 10A6 elk
er
Location of action: — e � 0JIDLf.�
Site acreage:M_µ
Present land use: �,5'�fi1 �
Present zoning°classification:
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 rtpplicatat:_Z&VQU? UL ' '_�
(b) Mailing address:� ,� Q
(c) Telephone number: Area Code
(d) Application ntunber, if any:
Will the action be directly undertaken,require funding, or approval by a state or federal agency?
Yes ❑ No if yes, which state or federed agency?.
C. Evaluate the project to the following policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy I. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWItP-Section III–Policies; Page 2 for evaluation
criteria.
ZYes ❑ No r-1,Not Applicable
�722Z rA&,6 zo Com-?/®4V ,9_ c'� '' ,' o,2E 8C>,�=S�.�V>.Vl 40,MAAI
P •4,!'!0 ,D� ��Ey1 OKE
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeologrical resources of the Town of Southold. See
LWRP Section III–Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No Not Applicable
t
It
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III--Policies Pages 6 through 7 for evaluation criteria
Yes Z No Not Applicable
; >Zorl / ,�, "' G' eta
Attach additional sheets if necessary �^
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWR-P
Section III—Policies Pages 8 through 16 for evaluation criteria
Yes F:� No El Not Applicable
RAM AIAOTV25Z) A�06,P 7-DA
Attach additional sheets if necessary
Policy ,. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
Yes No in Not Applicable
Attach additional sheets 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 mretlands. See LWRP Section III—Policies; Pages 22
through 32 for evaluation criteriar.
Cl Cil
Yes No 'Not Applicable
Attach additional sheets if'necessary
Policy 7; Protect and improve air quality in the Town of Southold. See LWRP Section III -- Policies
Pages 32 through 34 for evaluation criteria.
Yes ❑ No;< Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in 'Town of Southold from solid waste and hazardous
substances and wastes. See LWI21' Section III—Policies; Pages 34 through 38 jfor evaluation criteria.
l-1 Yes ❑ No L57N Not Applicable
J2
_��k✓rz7�G �tJL�,�Id�!��.�'z��iy. �t/�z�oyS
NCE/-At 22 4&9--fr�S
PUBLIC COAST POLICIES .
Policy ). Provide for public access to, and recreational itlse of, coastal waters, public lands, and public
resources of the Towii of Southolld. See LWRP Section III— Policies; Pages 38 through 46 for evaluation
criteria.
❑ Ye4J No❑ Not Applicable
Attach additional sheets if necessary� ��••'���• ���'�• ��_�--� -------._�___.-___ ___ _____ ___.,_
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and prornote siting of new water-dependent uses in
suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ No D< Not Applicable
Attach additional sheets if necessary -
Policy 11. Promote sustainable use of liviiag marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section; III—Policies; Pages 57 through 62 for evaluation criteria.
❑ Yes ❑ No X Not Applicable
Attach additional sheets if necessary - -
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages
62 through 65 for evaluation criteria.
❑ Yes ❑ NX Not Applicable
Attach additional sheets if necessary —
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Policies; Pages 65 through 68 for evaluation criteria.
❑ Yes ❑ No Not Applicable
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„� ,i, .� Reil Property Ta:Service Agency W vs,wein,oN a<ar+romaN o9T� ro.wv 30uT— 064
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MAP OF DESCRIBED PROPERTY
AT SOUTHOLD, /
TOWN OF SOUTHOLD,
TESTHOLE FF=16.0
CO. OF SUFFOLK, ST. OF N.
Y. / EL=8.!
SCTM NO. 1000 - 54 - 04 - 03 PROPOSED SEPTIC SYSTEM DETAIL
/ 24"DIA LOCKING WATERTIGHT& NO SCALE
Pate brown fine to coarse sand SW INSECT PROOF CAST IRON COVER.
/ TO GRADE.
. O 8.6- 1 9.5 GROUND • ,
EL=0.0 MIN. C.O.
J /•
=%a�'`•::�'i'1:8.2•:��:5:'%?-�„W'^_* `"ssY c--;S'_.�;-..
8.2 IN 7.81N
O 7.3 OUT 7.2 INV.
PQM G Water in pate brown fine SW
PROP.1000 n %'=`i" 4.0
�Oy to coarse sand GAL S.T. a
3.3 X CLEAN_y1.. 3.6
Qy1p ♦� 15' GROUND WATER EL=0.0 SAND COLLAR;r'3.0 MIN.
P 3.0 "8.5X4.75X4.6
o,Qe��ry S Comments:Water encountered 8.1'below surface. LEACHING GALLEY
, DATE OF TEST HOLE: 12 AUG, 2014 TYPICAL
Of
f�F/j, BY:MCDONALD GEOSCIENCE /
5
\P/ SG 5.17
4.47 NGA?!<
0-1 NG 5.21 �0+
VO 7.14 TOE
♦
18.48
/ �JA + + / / TOP `` SCALE: 1"--20'
C ,�1 ' 4.59 + +/ + +/ \\
/•' NG + + +++// / SCA,
���Qfi�• SG 5.13 + + + ++.47/ �
P' OJ�SS ++ +'+ +�// / ir
,� 8.53 TOP/ 7.23 GB
�}1P�G� ++�� + ++ / ,/ 1 .12 LATH
\♦ NGC O�5 +/4 + ++ /i///� ,/7.91 GB 1/ I NG 7.09
4.99 +/ (,+ E}7 +1*�*i//// 7.46G81 j t its
SG +/ t+ + +/ /���/ O�
/ 41 ,�J + ./+ / 70 8.01 /' i 1Q.3F
SG 4.96 619 + + / 'TOP GB/ l 1 t 9 10.04
/ + + . , -6.92 , �TO �0 U/�/y Co���.G r1o/V .o/C
NOTES: 4.45 NG OO•+ TC+E+ + ,/ / ///7.22 GB GB/I / A ��S -- -
AC:ASPHALT 4 + + 6 99 r! + /�GB 7�(i GB 735 est / / e� T ,?A9 NCE 4CROH.CVVJ7 ?UCl/
AP:ANGLE POINT �� / +•�+ +// " / '{ r9 / 8.04G8 1 RdEp44Nr./¢g4,*..A_r 4WOWN t/1/
BK:BRICK ` , + +;� j /+I BTOPi/ �O 9�
BLD:BUILDING o 4 + j/ t 7.60 {� GB �/ E
BS:BOTTOM OF STAIR �j /� + + ++ '_ (� Q 7.6.3
CB:COBBLE BRICK / +++ +++/+/ / 7.48 GB
CO:COMPOSITE DECK 4i4 ++TQE 10,74�'++ CP2X2
ELEC.:ELECTRICAL 4.59 NG !!.. SG 5.9 + +6 X73 / 7.85 / 9.20 F02X2NT
EP:EXPANSION POOL +F9949 6.84 + ,/ 6B 7.88 C
ETW.•EDGE TRAVELED WAY ,• ' /+ + - / i 0.
EX.:EXISTING �O �h,.• f/+ + + + /i 8.39TOPAP // //9.41
EX.SS.LAT.:EXIST SEWER LAT. °� O' : ++' + + + / , 7.728 GB `
FF:FINISH FLOOR O� ti : ,/
GB:GRADE BREAK /++ + + + �BpgP G87.64 // / l NG7.43
GL:GAS UNE + + +l y. \7.91 ETw /
LP:LEACH POOL SG 5.38 b.61 NG+ ��*+ ' / 7.84 T\E //T 1 0. 1 l
LS.:LIGHT STANDARD + +/* + / 9.2 Off'
MHWM.MEAN HIGH WATER MARK '•�+ /+ + �-.GB7.77 ` /��P / f��• 8.21 GB
NG:NATURAL GROUNDg•
P/W:CONNECTED TO PUBLIC WATER TOE 6.36 y +'• + TOPAP I 7 ETW\9 x F / g? , �' _a 8.40 NG
SG:SEA GRASS LIMITS /7�0 + ®'• IFTW 8.09 l / P 9,
SRF:SPLIT RAIL FENCE 5.42 SG S /,y� L %'L`ANKAP / 0)2 C 2 4100
SSMH:SEWER MANHOLE `S ... / ny 8.5 o�r�
TBR:TO BE REMOVED / / C14� J 8.G8 Gti fl.86
TC:TOP OF CURB 13.71 �y O
TD:TOP OF DOCK TOP Q� 0� ` V 5v AP GP NG l NIS 0
7W'TOP OF WALL /'i.73 / 8.30 �O� P9 �ij 39�QO�µ0 . rmf •ssCp
WP:WOOD PLANTER TOE GB •� O (L •� O i
WV•WATER VALVE Q�p�apo �5E a �0 Z 8.39 1 �0
/8.16 :,. ;•' BLDA41 ��FF �0� pGPOI, 05 9.29 CP2X2 G� Q
TOP PCCWDAP 8.76 a 00el����5 5 �5 9.56 5
EXISTING LOT COVERAGE OF IMPERVIOUS PERGA . 7 �' FD�J / i NG
STRUCTURES: 1,530 SF= 11% `��y `�IPQ p9 // GENERAL -LOCATION OF EXISTING
SEPTIC STRUCTURESTO BE PUMPED `av
CLEAN&REMOVED IN ACCORDANCE v
PROPOSED LOT COVERAGE OF IMPERVIOUS PCCEC 8,68 Cc �,�oP �/ G J♦G1 WITH S.C.D.H.S. STANDARDS
STRUCTURES: 1,657 SF= 12% (WATERLINE)
EX. UIP TO BE REMOVED PER PSE&G NDAP a a 1 ��0�// a9 e `��i��o4 fl 91
TOTAL BUILDABLE AREA - 13,827 S.F. ENDWF 8.58 "'b g1 RP`s A7 TOE _- TOPTOEDL 0�
PCCAP 7.48 7.84 �' G /
EP 6X6WFP 7,72 PCCAP 7. '' GUYACSW ��
:,< •:.'. :.', .31ACSAP i�� � 10.58 TOP
EP 6X6WFP 7.52 ,.`:'.:: \ e AV /
>' NGN5 �r
WPAYB. / 2 AP OCA /
NG 7.46
EPWF7.57f;..'.::,:,c::.'•:',',••::•..�'�. �:::r;;.WD•:'N END 8.1 // �,
STORM WATER CAL CULA 77ONS ROOF
/, l,/ 11,75F05lP
COEFFICIENT=100%FOR A 2"RAINFALL: " - // S 1T0 11.50 NG
TOTAL IMPERVIOUS AREA=1320 SFX 0.17 .0 t ♦ //
-EPIAP• /
=224 CU.FT./4Z2=5.3'OF 8'DIA.DW REQUIRED. 'CPCNAiL•.7 20 '',':'``..`•. .. .,.• 7 99S�(gAl�t�� G
DW=(1)8`DIA.X 6'DEEP " : \ ♦♦ ♦ \ // /
' Wv 6.90 ♦ \ �� 1.38 / AlWV 6.82, '...:. ?' ♦ \ \ Q �0
ALL LOTS WITHIN 150'OF SCTM LOT 3 \ POS 9.097,28 C
Q
ARE CONNECTED TO PUBLIC WATER.
AC5,�_Yh I�'•.:;',;:..;\ .58 EP G?'� ♦ • 5G
THIS DWELLING 1S SHOWN TO BE WITHIN ZONE VE BASE ••• �'' ''•• •• -•• •�•.'-:• -• - • •.
FLOOD ELEVATION (13)WITH WAVE ACTION ON THE FEMA - •'• tp
NFIP FIRM MAP NO.36103CO154H REVISED 25 SEPT.2009 FOR • a ;'
THE TOWN OF SOUTHOLD, NY COMMUNITY NO. 360813. '• -�
,��
6.88' •9
AC
ELEVATIONS SHOWN HEREON ARE REFERENCED �' +• '990
Q r' - 4 202
TO VERTICAL DATUM:NAVD88 " 0 f
•
O OHLINES
OWNER(S) SOUTHOLD SUNSETS,LLC `' ®5.88 Wv 9�0
LOT AREA 13,827 SF=.32 ACRES tn,Q
ACAP 5.81 Oin'?
USE EXISTING SINGLE FAMILY DWELLING vo
PROPOSED USE SINGLE FAMILY DWELLINGo
EX.BLD. TBR: 1,289 S.F. W1 DECKS SURVEYED:29 SEPT 2014
PROP.BLD.: 1,320 S.F. Wl DECKS REVISION:02 APRIL 2015, HWM, PW CONNECTIONS
REVISION:02 JUN 2015; SCDOHS STAMP, EXIST SS CO A. GRO 0
NOTE, SHEET SIZE 2� �""� FZ
REVISION: 15 JIJLY 2015, TWA IMPERV. & ST NOTES, s„
THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTYLINES TO REVISION:02 i L8. 2016; PROP. BUILD., S.T. LOCATION.
I THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE, E E CTIO REVISION:29 FE B. 2016;PROP. DECKS, S.T. LOCATION. � `� - _ 0
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION �'
OFFENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT REVISION.21�LAI?. 2016;ADD DIST. LP-HWM, BLD S.F. % f ` 4.�l
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY ISAVIOLA TON OF REVISION:05.1!;1. 2016,SEPTIC,SS PROFILE,DECK, STAIRS
SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW COPIES DW"; REMOVE P7, BLD S.F. IMPCALLS
OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR . , , P � EN
EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. COL TAL EROSION ELEV.,
CERT+FfcAREVISION:06 JULY 2016;FIRM VE LAND SURVEYOR NY LIC. 50869
navSINDICA P.O. BOX 704 RIDGE, NY 11961
THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- REVISION:05 APRIL 2017,'PROP. BUILDING& SEPTIC
ERNMENTAGENCY AND LENDING INSTITUTION LISTED HIRE ON. CERTIFICATIONS REVISION:09 JULY 2017;PROP. DW 631.849.4750
ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. REVISION:06 OCT 2017. TWB, NDB, FF EL, PILE NOTE
j NO RESPFACE, AERIfL EASEMEUMED BY THE UNDERSIGNEDFORANANYSURR CE, SUB• REVISION: 16 OCT 2017:NON DIST BUFFER NOTE, HATCH
i SURFACE, AERIAL EASEMENTS,SUBSURFACE UTILITIES AND✓ OR STRUCTURES
IN OR our of EASEMENTS IF so PROVIDED-
REVISION:27 DEC 2017:ADD FROP. SEPTIC SYSTEM
i
SCTM 1000-54-04-03
i
i
REVISIONS:
7/26/18 Added Galley
System
CONTROL
BOX
ALTERNATE INLET REMOVABLE INSPECTION COVER AERATOR MOUNTING CASTING AND CAST-IN-PLACE RECEIVING FLANGE
LOCATION
COVER WITH FRESH AIR VENT ASSEMBLY GENERAL NOTES: CONTROL OX IN FTO LEXIBLE
TO
R
CONTROL BOX IN FLEXIBLE WATER
I EXTENDED AERATION BIO-KINETIC®SYSTEM LOCKING LUGS 0SINGULAIR0AERATOR,ASTESTEDAND HOUSE TIGHT CONDUIT SEAL HOLE AS REQ
APPROVED SEALANT CHAMBER SOLVENT WELD ACCEPTED BY NSF. FF EL: CONNECT To SERVICE PANEL BY
OR SEALING DEVICE CONNECTION t6' LICENSED ELECTRICIAN
� FALL THROUGH SINGULAIR®PLANT 10.0' 9'-3" 8.0' 8'-0" 8'-0"
________ _ FROM INLET INVERT TO OUTLET INVERT 10.0'MIN. 8 0'MIN. 120 VOLT,to SERVICE TO NEW 20amp,
r- ------ r-- -1 ( ) LOCATION FOR ( ' )
/ IS FOUR INCHES. INLET INVERT IS ts"AFa ILLUSTRATION NORWECO CONTROL PANEL 1 POLE BREAKER UTILITY
I ELECTRICAL CABLE TO CONNECT TO
TWELVE INCHES BELOW TANK TOP. FRESH AIR VENT PURPOSE ONIY CONTROL BOX IN FLEXIBLE SAMPLING 2#12,#12 GRD IN 3/4
III II I I I III III I (III TO BE GREATER
2-9 I THAN 3'FROM WATER TIGHT CONDUIT BOX INCOMING SERVICE
„ m ON DEEPER INSTALLATIONS, PRECAST FINISHED EL: 10.0 SEAL HOLE AS REQ EL: 10.0 PVC CONDUIT
200a,lo,120/240 VOLTS
I 1 i i�Ir__ I RISERS MUST BE USED TO EXTEND SERVICE GRADE WINDOWS FINISHED GRADE NORWECO
EL: 10.0
PANEL
I \ ��-�� I __J AERATOR MOUNTING CASTING AND - SINGULAR CIRCUIT
// \\ A BIO-KIN ETIC®SYSTEM MOUNTING _ NORWECO UNIT BREAKER METER
A /(t _ l / O (o - CASTING TO GRADE. CLEAN ouT -- z AERATOR CONTROL PANEL
/'7111 \� �/ ®TANK REINFORCED PER ACI STD.318-05. PANEL4"DIAMETER I I III I 0 REMOVABLE COVERS ON RISERS WEIGH a"dfa. PVC
INLET LINE 1 I I III I 4"DIAMETER - IN EXCESS OF SEVENTY-FIVE POUNDS wv. a"dta. PVC - 1/8"PITCH
I i I III �� ° EACH TO PREVENT UNAUTHORIZED EL: t3.o va"PITCH INv. _ -
I I I 1 II \ I EFFLUENT LINE ACCESS. 6 EX.GROUND ROD---b_ NOTE:
URIED ELECTRICAL POWER
INV. ,
------J L-----------J L ---- M
EL: 8.3 CONDUITS SHALL BE A MINIMUM
® CONTACT THE LOCAL,LICENSED OF 24 INCHES BELOW GRADE.
BIO KINETIC SYSTEM
PRETREATMENT MOUNTINCCASTING ® SINGULAIR`DISTRIBUTOR FOR INv 3'CLEAN
L REQUIREMENTS. EL: s.2 SAND COLLAR 2 .ALL ELECTRICAL WORK TO B
CHAMBER 8„ 3,�„ 2,-3-
Ir-
„ AND COVER ELECTRICA R QU PERFORMED IN ACCORDANCE
I n GASKETED DISCHARGE : o
ALTERNATE INLET 3 FINAL CLARIFICATION FLANGE ASSEMBLY WITH NEC.
LOCATION PLAN VIEW CHAMBER �'';' • :+' f
® ® 1300 gal.NORWECO TNT T CLEAN
NORWECO FRESH AIR VENT ASSEMBLY SINGULAIR"TANK OUTLET COUPLING - 500/600
SAND COLLAR :.•',:��•: ;•.;,•,: :�„�'::�.' ;,',��•,
TO 4"DIAMETER EFFLUENT LINE 120 VOLT 10 - 60 Hz - 20 AMP SERVICE EL: a.z LEACHING POOL LEACHING POOL
CTRIC ONE LINE DIAGRAM
SINGULAR AERATOR OPTIONAL BLUE CRYSTAL TOTAL LEACHING POOLS: Z 0
NOTE: AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUND�QI�T TO SCALE) (3) 8'dld.Oft.DEEP �
(SEE NOTE 1) CHLORINATION SYSTEM BIO KINETIC®SYSTEM DISCHARGE DETAIL
AERATOR MOUNTING CASTING GROUND WATER cRouNOWATER � W
UNDERGROUND POWER SUPPLY ENTRANCE OPTIONAL SIO-NEUTRALIZER ®
DECHLORINATION SYSTEM 610-KINETIC SYSTEM MOUNTING Q
(SEE AERATOR MOUNTING AND INSTALLATION CASTING AND COVER
DETAIL DRAWING) _ W
FRESH AIR VENT WITH BIO-KINETICO SYSTEM I I ®
CARBON FILTER
18 AFG MOUNTING CASTING GROUT OR
TO BE GREATER THAN 3' SYNTHETIC SEAL I I ® ® �1 a
FROM WINDOWS I I _ --- 7 ( W
APPROVED SEALANT BIO-KINETIC SYSTEM LOCKING LUGS I --� I r
OR SEALING DEVICE I - ------
I 109 42 ? A
SOLVENT WELD
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CONNECTION H 11 ON ON ON
1 �' O
- _ CASTING PICK-UP I Mir\\ N II // 1 ,5 ,5 R. \
-3"
„ II GROOVE,TYPICAL \\ II`i.== OFF OFF OFFI 5 - \ \ w 1 ^
__ I 50 - 1 1 \ 1 \ ,� w J I�
3 I -T r
BREAKER BREAKER BREAKER y i
5'-0" '. 2 1/2" 2" 4'-6" 4'8" 0° �--
4"DIAMETER ====-J
EFFLUENT LINE N I 1 1 I 1 \� \ I \ � r MLN
I-0 I 1 1 1 1 1 j \� ��-, gyp) LEACHING GALLEY
11 00 SINGSYSTI M DISCHARGE
5 6 I- _- -- ---- - Z �t i 1 11 1 i �\ �tl O z p (TYPICAL)
(SEE DETAIL) _ _ _-___ SEAWARD LIMIT r I BEACH GRASS
I I SAMPLING BOX
3n 61. - - _--_-- ------- ---_� - - ,I OF SEA GRASS ' 1 1 1 BEACH SAND ' I 1 \ (;;
PRETREATMENT CHAMBER BIO-KINETIC®SYSTEM I I 11 I j '< ' LOCATION OF PROPOSED
OUTLET END VIEW ¢ BEACH SAND ' 11 I 11 I �/ 1\ �� ^T� 1,000 GAL SANITARY
p I I \<
U � I
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OPO ED 8 X 4 SYSTEM
� S
1 1
R I
FINAL CLARIFICATION CHAMBER NOTE: TOTAL SYSTEM CAPACITY: 1,300 GALLONS POWER PUMP AERATOR ALARMS COMM , z s , z a 111
SUBMERGED TRANSFER PORT CAST-IN-PLACE AERATION RATED CAPACITY: 600 GALLONS PER DAY --BREAKERS---- RELAY AUX ACIDC AUX DISTANCE 136' I b58P D Y WELL FOR I I F-1 1
CHAMBER TRANSFER PORT ---- -POWER --- -- --------FLOATS------, 4 PETER TO WATER B,vED � 1 I FRESH AIR VENT PIPE W
wcoMING PUMP AERATOR 1 OFF ALARM OVERRIDE I= GROBEN SURVEYOR, DATED SEUP1 Br., I 1 0F RUIIJOFF i `N ' WITH CARBON FILTER Q
L1 N G P1 N G Al N G 1 2 3 4 S 8
EXTENDED AERATION CHAMBER SECTION A A BIO-STATIC"SLUDGE RETURN tt 3 014
® 150' 1
o \ 1 I � � � CONTROL PANEL LOCATION � �
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EXIST 'a � --9,
Z .. � EL 8.3' GRADE ® ® :.. ac - �, \\ - -cURao`NGE \LLI \ - �•�\ SHE TO�O REXISTING
SI STING HORSE Q
Q D +N SAME 7 W O
8" HIGH TRAFFIC ' _.. ;:,:, �. V, -„ - � -- -- a t 1 NON I �••.
BEARING SLAB
' a L4 ��,2 BUFFER ► , s' ' LOCATION NEW
Q 1 PROP SDR-3.5 ; 26'� FOUNDATION TO BE A �'
GRAD
iv PALE BROWN FINE TO 1 1 �.) I
_III_=II I=III-III _) I I- III__ I_ COURSE SAND SW 1 1 \ PVC PIPE I (LING SYSTEM o
I PROPOSED
WRAP LEACHING RING EL. 8.0
BEACH GRASS 1 STY FRAMED
WITH FILTER FABRIC
-- WATER IN PALE 1 BEACH SAND m I HOUSE uj HOLE � - ►-�
1, �- -f?AISED DWELL - TEST GENERAL LOCATION OF
1 i ,� �0 EXISTING SEPTIC
L RN FLR EL.16.0'
BROWN FINE TO � t 1 / I � � I/
COURSE SAND I
� � I 1 �-- � I / STRUCTURES TO BE
O (8.1 BELOW SURFACE) BEACH SAND 1 I 1 \\ i L \\ PUMPED CLEAN _
r SW 1 ( 1 PROPOSED I \ 1 11 ty REMOVED IN
L N M - M - I 26.7' -' 1 ot
_ W 115VAC HIGH HEAD SINGULAIRO ON OFF HIGH WATER ALARN TIMEROVERRID II I 1 I , / I 0 ACCORDANCE WITH
15.0' END OF BORING POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL
O O O ry W SUPPLY PUMP FLOAT FLOAT FLOAT 149' 1 1 DECK $ STAIR
/ WATER ENCOUNTERED I 1 31.7 I I I S.G.D.H.S, STANDARDS 2�o
CLEAN GRANULAR- rj - �- - - - - - - - - - - - - 1
8.1' BELOW SURFACE
GRAVEL BACKFILL O J w GENERAL NOTES: O
I I N 40° 53' O" W 109.99'
ALL AROUND BASIN Q Q w TEST HOLE (I A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED EXISTING DECK TD I ;
UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. - V V
FOR FULL DEPTH - _
McDONALD GE05CIENCE BE DEMOLISHED �I --- -_-�a o �
BOX 1000, SOUTHOLD, NY 11971 � INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED.
� v
X � ^ a
Z Ul 0 631-765-3677 C� THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. O
>O Z DATEDB/12/14 -` -_ - -e, �.
O a
X
Q 3 TEST HOLE PROPOSED PLOT PLAN °'
8'-0-o-" � TH DEC LOT COVERAGE CALCULATIONS 1 KENNY'S N N Y S ROAD
Scale: NTS
G•w•
PROPERTY AREA 13,828
PROPOSED 8'0 X 4'-0" DEEP STORM DRAIN DETAIL HOUSE 958
tv
0 REQUIRED)
DECK $ STAIRS 369 N a �
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c-1 0-1 SHED 97
M
. 0< TOTAL AREA 1424
181-001 MAX. C. to C• w LOT COVERAGE 103 %
L
FLOWmow-'
GRADE'
21 Z*17
,� �` '� of '-6" MIN.
�. 4 -r I �''�; 2020 , ,>.r
TOTAL LOT AREA: 13,828 Sf c - ,,
SLOPE -� 4 VERTICAL oy� C. TAX MAP#1000-5404-03 ; ?: �' °`6
� 2
FACE ��, (Per Land Survey) NAVD (1988)
PERSPECTIVE VIEW
SITE DATA '+ r
BEDDING DETAIL DRAINAGE CALCULATIONS TOTAL AREA: 13,8285a. FT.
36" MINIMUM 2 AREA (S.F.) AREA(SF) CALCULATION TOTAL C.F. WETLANDS AREA
ANGLE FIRST STAKE TOWARD y^��^` FENCE POST TOTAL AREA :13,82933 Sq Ft HOUSE
PREVIOUSLY LAID BAL ,
BUILDING S.F. 957.78 AREA (.167)X 1.0 15995 BASEMENT O �
WOVEN WIRE FENCE
FLOW r�^' '� f��' (6 x 6 - 10 / 10 WWF FIRST FLOOR 957
-7 J^ PAVEMENT S.F. 0.00 AREA (.167)X 1.0 0.00
FILTER CLOTH I
PORTICO 369
l^ r✓ n TOTAL 1599.5
cl, EXISTING SHED 97
DEPTH TOTAL/42.24 3.7-9
REQUIRED TOTAL BUILDINGS Sq Ft 1,423
HOUSE FOOTPRINT 1,423 1.
EMBED FILTER CLO
BOUND HAY BALES MIN. 6" INTO GROUN z USE 0)8'0 X 4'-O" DEEP DRYWELLS 4.00 F.A.R. 19%
^� TOTAL DEPTH
PLACED ON CONTOUR
4.00 %OF LOT OCCUPANCY 19% DRAWN: JM/MS
PROVIDED 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(5)AND/OR SCALE: J NOTED
2 RE-BARS: STEEL PICKETS OR NOTE:
_ 2" x 2" STAKES 1.5' to 2' IN GROUND. MAXIMUM DRAINAGE AREA SEWAGE DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE
DRIVE STAKES FLUSH WITH TOP OF 1/2 ACRE / 100 LINEAR FEET DESIGNED BY ME OR UNDER MY DIRECTION. BASED UPON A JOB#:
CAREFUL AND THROUGH STUDY OF THE SOIL,SITE AND
HAY BALES. GROUNDWATER CONDITIONS,ALL LOTS,A5 PROPOSED, SHEET NUMBER:
SECTION DETAIL
CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF
ANCHORING DETAIL
SILT FENCE DETAILS HEALTH SERVICES CONSTRUCTION STANDARDS IN EFFECT
STRAW BALE DIKE DETAILS 4 sale:NTs AS OF THIS DATE.
HEALTH DEPT. STAMP S - 1
3 Scale:NTS