HomeMy WebLinkAbout1000-68.-3-11.1 =F� A i
EN-CONSULTANTS
EIV L)
September 13, 2022
SEP 2 1 2022
Re: Deborah McKeand& Shannon Goldman ®� �®�� ��
100 Salt March Lane, Peconic �!� ���r�C
SCTM#1000-68-3-11.1
To Whom It May Concern:
We represent the above referenced-property owner for a proposal before the Board of
Zoning Appeals.
Enclosed for your reference is a Legal Notice advising of a Public Hearing scheduled for
Thursday, October 6, 2022 @ 10:00 AM for the above referenced property. It will be an
"In Person"meeting but the notice includes instructions of how to view and make
comment during the Public Hearing as it is happening via Zoom Webinar, as well as
information regarding the Town's Weblink/Laserfiche to review pending applications.
Laserfiche Instructions for Zoning Board of Appeals Records is also included, along with
a copy of the site plan prepared by S.L. Maresca Associates, last dated July 26, 2022 that is
being reviewed by the Board.
Should you have any questions, please contact Robert Herrmann of our office at 631-283-
6360. If you need to contact the ZBA staff, you may telephone 631-765-1809 or email
kimf@southoldtownny.gov or Elizabeth.sakarellos@town.southold.ny.us.
Thank you for your attention to this matter.
Sincerely,
i tep ens
Enc.
1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com
environmental consulting
BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman,Chairperson
°�®� S®(/j�, 53095 .Main Road•P.O.Box 1179
�® �® Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes Town Annex/First Floor,
Robert Lehnert,Jr. ! a0� 54375 Main Road(at Youngs Avenue)
Nicholas Planamento c®U Southold,NY 11971
http://southoldtownny.gov
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel.(631) 765-1809•Fax(631)765-9064
LEGAL NOTICE
SOUTHOLD TOWN ZONING BOARD OF APPEALS
THURSDAY, OCTOBER 6, 2022 at 10:00 AM
PUBLIC HEARINGS
NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter
280 (Zoning), Town of Southold, the following "IN PERSON" public hearing will be held by the
SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold,
New York 11971-0959, on THURSDAY, OCTOBER 6, 2022:
The public may ALSO have access to view, listen and make comment during the PUBLIC
HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make
comments during the PUBLIC HEARING are on the Town's website agenda for this meeting
which may be viewed at http://southoldtownnv.gov/agendacenter. Additionally, there will be a
link to the Zoom Webinar meeting at
http://southoldtownnv.aov/calendar.aspx.
10:40 A.M. - DEBORAH L. MCKEAN AND SHANNON GOLDMAN #7682- Request for a
Variance from Article XXII, Section 280-116A(1) and Building Inspector's May 6, 2022,
Notice of Disapproval based on an application for a permit to construct additions and
alterations to an existing single family dwelling; 1) located less than the code required 100
feet from the top of the bluff; located at: 100 Salt Marsh Lane (Adj. to Long Island Sound)
Peconic, NY. SCTM No. 1000-68-3-11.1.
The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing, and/or
desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier
than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board
of Appeals(ZBA)\Board Actions\Pending. Click Link:
http://24.38.28.228:2040/webl i nk/Browse.aspx?d bi d=0.
If you have questions, please telephone our office at (631) 765-1809, or by email:kimf@southoldtownny.gov.
Dated: September 15, 2022 ZONING BOARD OF APPEALS
LESLIE KANES WEISMAN, CHAIRPERSON
By: Kim E. Fuentes
54375 Main Road (Office Location)
53095 Main Road (Mailing/USPS)
P.O. Box 1179, Southold, NY 11971-0959
DRAINAGE ANALYSIS: 100 SALT MARSH LANE EXISTING LOT COVERAGE w w m
DRAINAGE CALCULATIONS GRADE VARIES
LINEAR FEET REQUIRED 206 . 741 _ Total Lot Area 110,288 SFDepth of - _ 4. ,.----" Freshwater Wetland Area 4972 SF
RUNOFF ADJUSTED EVENT � � LEACH. Diam Drywell # Total LF 4.o RAINAGE LINE
DRAINAGE AREA AREA(SF) 8 /42.2 10 /68.42 GALLEY IDrywells N 5102910911 MHW _INE.-- Area Seaward of Coastal Erosion Haz. Bound.
56,240 SF v •COMPACTED GRANULAR INFILL
COEFF. SQ FT 2/12(CF) Used Sections PROVIDED
32(CF)/FT (LF) Used (EA) - ..�- Buildable Land 49,076 SF BETWEEN PIPES
g Dr°•WATER AND DRAINAGE LINE JOINTS
DA 1= House Roof 1050 1 1050 175.0 5 3 6 8, 4 2 8 --- z z_ >10'FROM CROSSING
+Outdoor Shower 5 showers/day 13.4 1 1 1 DESCRIPTION •USE HDPE CORRUGATED DRAIN
DA 2=Garage Roof 400 1 400 66.7 2 1 3 8' 3 1 3 r��+ Dwelling 1045 SF 2.13% PIPING
DA 3= Parking-Gravel 870 1 870 145.0 4 3 5 8' 6 1 6
W �,. v ' Waterside Deck 172 SF 0.35%
DA 4=Garage Parking � v l ' � 0 Landward Raised Deck0.24% WATER LINE
Gravel 1620 1 1620 270.0 7 4 9 8' 6 2 12 ' 120 SF
o
DA 5=Driveway-Gravel 500 1 500 83.3 2 2 3 10' 2 1 2 ZONE VE(EL 16)0 � 0000000000
� Shed 33.5 SF .07 WATER LINE/DRAINAGE LINE CROSSING
/o
Leach O 0000000 _ Total 1370.5 SF 2,79% SCHEMATIC- NOT TO SCALE K
DA 6= Driveway-Gravel 380 1 380 63.3 2 1 2 Galley 1 2 2 •
-000w
LLJ
O S ZONE BOON I'� _____---- 6 PROPOSED LOT COVERAGE
LONG ISLAND PRECAST Q ' .•� „�.• FIRM 4 _____--- eo
4 CORRUGATED 4 CORRUGATED POLYETHYLENE CONCRETE TRENCH DRAIN OR ZONE VE(EL 1 ) Total Lot Area 110,288 SF TREATMENT UNIT e w Y
49,076 SF
POLYETHYLENE PIPING PIPING (TYP. � • � - --- - _ Buildable Land • map, �
MID-LEVEL EQUAL w/ IS` IRON GRATE - _.__ -_ _ _-"
H-20 TRAFFIC BEARING RATED I -_____------- E OF DUNE ❑ WOOD
ENDCAP TYPE m Z
CROSS-CONNECTION CLEANOUT COVE __________-- CH�TO P ST 10. 1 'E LEVELING DEVICES °o p W
BETWEEN GALLEYS (TYP.) GRADE 6.7' __-- -- 6 LIMIT OF BEA �� DESCRIPTION PLAN VIEW �T,� I- � co
Dwellin ° '• �� 100 Salt Marsh Ln, _ U_
g 1045 SF 2.13/o ' F U_ W
_ _ ❑ v v 0 D Q� 11' Pec°nic,NY 11958 c,� r,I,
_ Reconstructed Waterside Deck with Pergola 172 SF 0.35% GRADE 28.0' �1
TOP LEACH GALLEY -r POST
m
------- \\i' ,/i,//< r- ,/i;/i. EL. 5.7 8 \ �O Landward Raised Deck to be Removed -120 SF -0.24% /\\/\ /\\/\� w p
\\\\\\ \ \\\\. --- / `-� Q
/ \ `\/1\/�\/`\/i/�\ \/i\/1, \ - Shed 33.5 S F 0.07/o / // CAPACITY: / // / �-
SLOPE I BOT LEACH GALLEY -� /\/ / /\ °
\ � i\\/\\ 30 GALLONS 4'-0" (n
/ i EL. 4.2' /� Proposed Garage 440 SF 0.90% \\ \ 4
3'-0" MIN.--73'-0" MIN.-4
(IMPERVIOUS IMPERVIOUS( - J Total 1570.5 SF 3.21% Q
_ ��-- J \ FROM
I - TREATMENT UNIT \ \ TO DRAINFIEL r
SOIL N SOIL GROUNDWATER EL. 2.2 /� (TABLE BY MERYL KRAMERARCHITECT) \/ BOX BOTTOM 24.0' \
INLET I.E.24.8 `=
\ UTLET I.E.24.4'
BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE GALLEY W/ �Q ��
O FINISHED GRADE SET ON A 12"BED
SAND AND GRAVEL (TYP.) 6 OZ. NON-WOVEN GEOTEXTILE FABRIC O SECTION OF SAND OR PEA GRAVEL -
PLASTIC DISTRIBUTION BOX DETAIL
/���/���/���/��\/��\/��\/��\/i�\/��\/���/���/�� 6 x 6 P.T.TIMBER TIE
1 L EAC H I N G GALLEY J r, BACK @ 8'-0"SPACING POLYLOK 3017KING OR EQUAL
w/HEAVY DUTY LOCKING COVER TO GRADE
v ,, --------� \ "OFFSET AT EACH SCHEMATIC
NO SCALE m ' \ ^ \ LAYER-(TYP.) KEY MAP
0 w
' V
tel/ o � N N
N N w
O ` co
o
CO M F--
*ENGINEERS CERTIFICATION IS REQUIRED FOR '_o„ APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: ti 6 o
` ( o 0
4" LEADER CONNECTION ALL IAOWTS INSTALLATIONS. THE DESIGN ' ` _ v ' 6 x 6 P.T.TIMBER 1.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC
I- 6 -_ 6 x 6 P.T.TIMBER TIE BACK 4'LENGTH INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH
CLEANOUT COVE Z AT BUILDING ENGINEER MUST BE CONTACTED WHEN THE '��\ RETAINING WALL
•� THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE
BELOW GRADE BOARD OF HEALTH/ WASTE WATER ¶563-79(II)(J).THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS
NATURAL GRADE 40 d NAILS @ 12"O.C. MAINTENANCE PROVIDERS.
GRADE EL. 10.0' � MANAGEMENT INSPECTOR IS CONTACTED FOR .... �" .•• \/\ \ \ \ \ \ \ \ \ \ STAGGERED BETWEEN
/ / / / / / / / / / / / / / / / \ / / // //// ROWS TYP. 2.ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY
%\%%\/\//\\/�/�\/�//\ \\%\/%\//\\//\\\\/\/\\/\\/\��/\\/� \\%\/\\%\/\\%\ \/\\/ \\/� \ %� INSPECTION. ALL SEPTIC AND LEACHING •� \ \\ \\ \ \ \\ \\ \\ \\ \\ ( )
li�i���i�ii��i�li��i�ii��i��,/i�,�i�,/ice/i�1i�/.�i�i�,/i:;�i�/i�i,��,/i��,/is;/ice/i;;/ice/i�ii�/i,,ii,��,/i,. /i,��i�/i,� - ',�! ZONE VE(EL 14) , �' I \//\//\//\//\//\//\//\//\//\//\ � CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON"AS BUILT" PLANS.
TOP DRY WELL I FIELD COMPONENTS MUST BE VISIBLE. W
EL. 8.5' I I _ ��-`_- 3.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER
1 '� ' MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT
SLOPE I d-
I TWO TIES BELOW IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE.
11/411/17T.I * A MAINTENANCE CONTRACT & CONTINUOUS Q
l BOU JDARY/ �' GRADE(TYP.) T
MAINTENANCE IS REQUIRED FOR THE PROPER < ZONE 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE L V
I I FIR �'• ,�' \\ 'CONTRACT. 0a)
FUNCTIONING OF ALL I/A TREATMENT TANKS ---- ----- g ---" a)
BOT DRY WELL iIMPERVIO S IMPERVIOUS( ®I TIMBER RETAINING WALL 0
I __ LIMIT OF MODERATE 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCE
SOIL SOIL ALL DRAINAGE SRUCTURES MINIMUM 10' FROM ��, WAVE ACTION DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR"APPROVAL AND MANAGEMENT OF INNOVATIVE AND
EL. 5.0 I I ZONE AE(EL 9) SCALE: 3/4"=1'-O" ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS."THESE STANDARDS COVER VENTING AS FOLLOWS: U) ■-
>.
�31_011 MIN. --8 O DRYWELL %3'4' MIN.- I� ___ __ ---_-___ pUNDARY / "WHEN AN I/A OWTS REQUIRES A VENT THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED.VENT
I _ I ANY SANITARY COMPONENT AND WATER LINES _�` ------ -_- .� �� '�•L� 'PIPES SHALL EXTEND A MINIMUM OF 6"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM z
I o z I ______ __ ______ HORIZONTAL SEPARATION OF 12"TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT
I I , �� --�` 0 THE SYSTEM TO THE RESIDENCE ROOF A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND
GROUNDWATERIEL. 2.2' N I ALL CATCH BASINS MINIMUM 10 FROM ANY -- -- _-_ �\ _ RAILING BY OTHERS .-I I TERMINATES A MINIMUM OF 18"ABOVE GRADE.THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF T FROM ANY WINDOW
SANITARY COMPONENT / 5 FROM WATER LINES FIRM ZONE BOUNDARY T 7 12 -- OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE.ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2".
""" .... ...,. ..� �� 4 ��-i-a��10" MIN.
BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE DRAINAGE �" \ . 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN r ,
SAND AND GRAVEL (TYP.) RING w/ 6 OZ. NON-WOVEN APPROX. 480 cy OF CLEAN SAND FILL TO BE \\ �� _ ~� �1 ' � / FINISHED GRADE ° .. ADDITION,WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A Owr v ■
GEOTEXTILE FABRIC TRUCKED IN FROM APPROVED UPLAND \/\\/ °• 7.A CONTROL PANEL BOX MUST BE PLACED OUTSIDE "�"�
\ \ \ OU S E NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES.THIS
' -���_ �� /�//�// /\///� �//� MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND W 5 /'
SOURCE TO ACHIEVE PROPOSED GRADES �''�_ - 1� I ` \/ \ \\ �\/\\ \/\\ HEARD BY THE OCCUPANTS OF THE BUILDING SERVED.THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE ��//��
DOWNSPOUT DRY WELL TOF \\ / />�,�I�FILCTO B� CC"�I /// • INSTALLED TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE 0&M PROVIDER NAMED IN THE O&M AGREEMENT. O
36 _ _ _ _ _ � 4F ZONE X EX S ING 210 sf SLATE \' A N GRAVE \
EXTG. COUNTOUR - - - - - - - '\ � - �6�UFF PATI TO BE REMOVED 2 8 W FST X eND GRA \�/\�/\\// A GFI OUTLET MUST ALSO BE PROVIDED NEAR THE C NTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING O
NOT TO SCALE
\ \\` \�- \ G' \/\/\/\/\/\/\/ ° #5 RE @ 12" C• EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR Q O
PROP. COUNTOUR 36 - \ C'� \/\\/\\ /�\/�\// ° • SERVICE TO THE HYDRO ACTION CONTROL CENTER. MM
O� \ �C \ \ \//\//�" CLR. TYP. 8.THE PLC CONTROL PANEL WITH COMPRESSOR PUMP REQUIRED R r , W
AREA SLOPING EQUAL OR GREATER THA1d�200 ` \ TA / �� \\ \\ \\ \� \ \� a Q FOR THIS INSTALLATION SHALL BE INSTALLED ON A V 00
AN 400 SERIES HYRDO ACTION TREATMENT TANK _ / / / / / CONCRETE BASE WITHIN VIEW OF THE PRETREATMENT TANK. ENSURE ADEQUATE VENTILATION,AND PROTECT AGAINST ■
1ST FLR. 2-REINFORCED THERMOPLASTIC ACCESS COVERS TO GRADE, RISING GREATER THAN 20 . \' \`' \�' �� �T / \ \ CC Q //\//\//\//\//\//\/ SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 20 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND �
S '�'�/ �J \ WATERPROOF ALL\ #5 REBAR 12"O.C.
BOLTED TO PREVENT UNAUTHORIZED ACCESS. _ '- - � , ` \ \ Q \/ @ WIRING TO BE INSIDE CONDUIT. j
FFE 34.4' ` O T _ � \ SURFACES BELOW GRADE' a '
IF COVER WEIGHS LESS THAN 60 LBS.A SECONDARY SAFETY LID OR - �\ �F OF �\ \\ � .(1 -^ \\'
DEVICE SHALL BE INSTALLED -�, \ \ \ \ \ \
***HYDRO ACTION CONTROL PANEL, PROPOSED 1,035 sq - BqN/ \\ \7 �S\ . / a 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.ALL APPLICABLE RECOMMENDATIONS ♦^
VENT W/CARBON FILTER& NON-TURF BUFFER `� `'�, ��,_ .., '-- \ I /\//\//\//\//\//\//\// PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED.THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. �J J
PLC CONTROL HP80 COMPRESSOR 7flR '��" Y"", � \ \\ \\ \\ \\ \\ \\ ed SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM
W/IN ENCLOSURE LOCATED W/IN 2'0 PLASTIC 1 -1 0 12 DEEP LEACHING POOL COASTAL EROSION g `3RD e� E'' r ,3� � �� ' �- \/\/\/\/\/\/\/ ° '
w/1 -8 0 12 DEEP EXPANSION POOL "� O ( \ \ �\ �\ \\ �\ �\
VIEW OF SEPTIC TANK DISTRIBUTION BOX C"" >`�� O 2 C.�
HAZARD BOUNDARY �'' ' " °"� �'%A ,8 26 24 2 2p - A\`b 'Co 1 O,S �-- _- /\/ / • / • / ' „ / ' / • GRADE 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED
BASEMENT -* x - 2 1 ( .3 �/`/ f \//\� #5 REBAR @,12 O.C.\ WITH THE
GRADE:t 28.0 GRADE t 28.0 c"'4 �"` �� ��' ` �` JI , \ \ \12 HOOK-30 SPLICE, \\ \\ \\ AVERAGE OF OTAL NIITROGEREQUIRED
N BEFFLUENT MUST BEVIOR<N 9LMG/R 2 USE. DURING THIS PERIOD THE MEAN ROLLING
FFE 28.6' c� / �/ Q,�9, � \ ;\2sf E 24.T E�4.4TOP DOME EL.26.2 Np EVIOUSLY ROOFED-OVER
tts' 3 DECK TO BE REMOVED AND REPLACED I " \/\\/\\/\\/ ° /\\/\\/\\/\\/ 11. DETAILED INSTALLATION, OPERATION,AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS
t5 t81 I TOP LEACH POOL - 3 CLR ALL \
I.E.25.2--' IN. "/FT SLOPE --""'- -'- I EL.2424 7' EXISTING 1 -STORY 3-BR DWELLING w/BASEMENT i / / / / / / /j FOR I/A OWTS SYSTEMS 12.29.17 SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME OF New
"/FT MIN. )'yPT IN. TO REMAIN w/INTERIOR RENOVATIONS N w/ 172 sf DECK(w/PERGOLA ABOVE)AND STEPS AROUND / / / / / ( ) js'
CLEANOUT TO- I.E.24.8' SLOPE SLOE LEACHING EXPANSION I \ \ J
I.E.24.6' POOL POOL j BACKFILL WITH CLEAN TOTAL(3) BEDROOMS ''r� /� �i _ 14'4 iy 22.1' \\\ \\\ \\\ \ ��/ / 0 �/ j /\�/\� \//�\/�\j a /10�j�\ \\ \\j _ DOCUMENT, SECTION 19-106.
RADE AT FACE I.E.24� � SAND AND GRAVEL FIRST FLR.: F.F.E. 38.4 GFA 1263.7 S.F. �. N \ \ \ / N \/\/\
OF BUILDING I I \ 60 F_ \ \ PF�OPOSED 4'x 8'�UTD%OO\ \ 1 -4 \\ sC
,!I j UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED w/ BASEMENT: F.F.E. 28.6 GFA 1263.7 S.F. /' 'rsl� 219' PO SHOWER ENCLOSURE OVER / ►�� / ' °• / 5 R/�\l/ /��/ i� g
31 CLEAN SAND DEFINED AS SP OR SW BY ASTM STANDARDS FOR ��i/ �' 32 \ 1 STY FRM ERVIOUS GRAVEL BED (PIPED f \\\\\\ \ E \AR 1 Z"d.C. r ��>+ •r
BACKFILL COLLAR J I I A 3 COLLAR AROUND THE LEACHING GALLEY STRUCTURE w/A CLEAN OUT AT THE FACE OF THE / \ FF ')WELLING TO PROPOSED DRYWELL) �' O �//////// n a• � e
(TYP,) I MINIMUM OF 6'STRATUM OF ACCEPTABLE MATERIAL BELOW BUILDING-SEE DETAIL 1 ON S-1 ��/ GF 38,0 ` �/ I I ` ` / / [S. ' , \\ \\ \\ e . n a i" �(`\ v a Q n
LEACHING STRUCTURES �8 r 28.6 1 I I \ \I O / / 'V O \/\/\/ ae ./ a+ ✓ `3 2
° °
' I PROPOSED LANDSCAPE RET. WALL , 8 \ I ' ,� /\//\//\/ `<� a a °'i ' Fp °• 0576' ��`
BOT LEACH POOL , _ 3 _ NEW 1000 GAL. // / I \/\\/\\/ ° a a ' d ad • 4, a •a ° ACE OF BUILDING �nj O �\•.
W / UNDERGROUND LPG
ALL PIPE TO BE MINIMUM 4"0 1 1 EL. 11.7 .' �I:SSlO
SCHEDULE 40/SDR 35 SEWER PIPE 1 I T.O.SP STRATUM EL.9.5' W N" , 6,3' DA 1 N ' I ' i i W / \/\/\ \ \ \ /\\ IN.18"X 18"x 4"DEEP
�.---------- ---------------------� - i I I y / \ ,\\ , \\ \ n VENT STACK a•• �•• COMPACTED EMBEDMENT
1 SANITARY SYSTEM: , , -FBW 28.0 __- 30 I I I \DOTING TO BE SET / \�\ \/\ /\/j\
�� STOPPER OR END PLUG
I 1 PROPOSED IA-OWTS(4 BEDROOM SYSTEM): �$ I I l 1� /' / / #5 F�EBAFf 12'10.C. \_ #5 REBAR @ 12 O.C. ; ..
I I , , J - UNDISTUR� D GRAN R SOILS/\/\/\ C� SLATE OR OTHER
IA PROFILE I I HYDROACTION AN400 IA TREATMENT TANK -440 GPD _ _ PROPOSED 1,035 sf / \` o a CORNER REINFORCEMENT FLOOR SLAB OR STRUCTURE .' SUITABLE COVER
I 6' IN. 1 w/HEAVY DUTY LOCKING COVERS TO GRADE w/ 30 T / �\ r- _ O N. / NON-TURF BUFFER f "
VERTICAL SCALE:�"= 1'-0" i i 1 -8'0 12' DEEP LEACHING POOL , _ , a 24 EACH LEG
OC
4 SANITARY RETAINING WALL . ' \i\\ • /\\i\\i\\i\\i\\i\\
U BOT SP STRATUM EL.2.5 GROUNDWATER EL'2.2' w/1 -8 0 12 DEEP EXPANSION POOL / _ - �- / , , , �� 3 „ _ a
Q' , �� / \ SCALE: / 1 -0 TYPICAL RETAINING INTERIOR 1EXTERIOR
HIGHEST EXPECTED O / / / 4 �' ° \ \ \ \ \\ \\ \\ \
2826 / i / I 011 WALL REINFORCING :•, .. ' /j�//�/ /�/j //\�//\�/�\///\�/��/�
j \ y .EXTG. WATER I
PROPOSED 4'MAX. HEIGHT POURED \ P - / i LINE TO REMAIN WELEpw ""E
DANIEL L MALONE -/- CONCRETE SANITARY RET.WALL 26 Z ;;" ;i - / / ,i , /• �, ' I °� WASTE LINE °'
IMPROVED /- /
LONG ISLAND SOUND PUBLIC WATER \`- -- zQ
r _ �C7i�a, , , �0
206.74' AVAILABLE - ,/--/ I I -- _ - O1/ / - I SEPTIC TANK -
N 51°29_09" E _ _ _- ( I 2"VENT W/CHARCOAL FILTER FROM TANK CONTROL 2� �\ / / S, 1
PANEL W/GFI OUTLET, HYDROACTION HP80 T w 28.0f -_- 'Z`Z k/� ; / / / /�' \ (� CONCRETE RETAINING WALL •. EXTENMINIMSION
FROM
T IRON
z I _ _ _ - - �' Si \ tc, 11 CORNER REINFORCING DETAIL EXTENSION FROM FOUNDATION
COMPRESSOR TO BE INSTALLED WITHIN AN _ � X G. 12b f RAISED •• '
o ' I ENCLOSURE WITHIN VIEW OF SANITARY SYSTEM. LINE 22- I �. ECK AND STAIRS TO BE \ �1 -� SCALE: 3/4"=1'-0" CLEANOUT AT FACE OF BUILDING - DETAIL1
o r.° I v i I I I TO BUILDING PANEL w/DEDICATED 120 V AC/20 AMP w E O'D AND RE OVED
►. V o I I ' BREAKER.ALL LINES BELOW GRADE TO BE IN CONDUIT - Com` -B Z /
�_ I rp I I I I I 20-"�� TES vv 10 T__ �� I l Q \\ �•
NE I I I ( O I f` / O DWELLING ELECTRICAL PANEL 20 AMP HYDROACTION TREATMENT UNIT
E OF OU o OOD ,
T 8� I I ELECTRICAL SERVICE
----_-- -------_ uNR of cN/ro I �S* +'E I I I , APPROX. LOCATION OF EXTG _ co I V V 201 p, e 1 �7� O I �l LINE FROM STREET
WOOD P I , ' I ' SANITARY SYSTEM TO BE - __--__ 6' J (b 0 I P PbSED4MAX. EIG r 20 AMP RP, --- -- --O RECIRCULATION PUMP
Posr I I ( _----' ,' 1 ' TIM ER LQN SC RE .WALL E -E E E E -E
I I ABANDONED AS PER SCDHS DA 3 �O /
/ O QUICK DISCONNECT 20 AMP ---- - --{ 1 MIXER PUMP
SWITCH ���JJJ ^`
� I I PROPOSED4 MAX. HEIGHT �,- TwI2 �, S16 � 8�, + S3� WM o 10 AMP PUM - --- TAIR ODIFOUSSER U
,TIMBER LANDSCAPE RET.WALL - _ y _ '
� I "--- --- „ / �� DIf 10
1 �j 10 AMP
_ }�� / w , I �- __-J L----- -- 1 ONTRO
,� Awl '�l � � „F I 20 AMP TO �. ,
� - -"-"II'T � /� PANEL I�---- --- HIGH WATER FLOAT
1 - �. o
\ v I i I i - -- -I� -� PRO OSED 3,2 3 sf PERVIOUS
�' - � L/ U. GRA EL DRIVE I AY CU ZLAND N/F OF I 16 � O3910 H. WIRES DA5 _
_ -1 n, TEMPERATURE RATING OF FIELD INSTALLED _l._ v
1 CANIEL L MALONq I /� y -PiG - _ _ U '�- I 12 ', / v CONDUCTORS MUST BE AT LEAST 140 DEG F 60 DEG C c
` LAND N/F OF I IMPROVED I i y - _�--- / L G ( ) GROUND p r
SHARON LOVE I I I I 14 �' 2.2 N N ,' 20, O v M
\ IMPROVED ' I CONNECTED TO I I //� 3.0'W - / �" ,, d Q. 1� 1 (O = TERMINAL STRIPS AND GROUND LUG N o0 1
CONNECTED TO I I PUBLIC WATER LAND N/F OF I \ _ i s �� �,• L G C USE COPPER CONDUCTORS ONLY. DASHED LINES REPRESENT FIELD WIRING CCS Q. I
LAND N/F OF I PUBLIC WATER I I (MARISA CARDINALS Q� O IR % C
YVONNE R GALLAGHER I IMPROVED I 12---- ,J ••, / ,� 70, 7 EXTERNAL COMPONENTS(COMPRESSOR AND/OR E J oo
LAND N/F OF IRREVOCABLE TRUST I I I , I CONNECTED TO PUMPS)PROVIDED BY OTHERS AND MUST BE U.L. CONNECT GROUND LUG IN PANEL TO A N p
LORRAINE ANLYAN \ IMPROVED I I ' I PUBLIC WATER ' _---�L� -�i`� 20 `1' -I I APPROVED THERMALLY PROTECTED PUMPS SECURE EARTH GROUND >_
IRREVOCABLE TRUST �\ �8 ° ' - -------- 10-----' , �' DA 2 / W
IMPROVED 2.ew S I� I I I I ® �� / / J z I 0
\ Y EE WATER-D (NAGE BRANCH CIRCUIT PROTECTION AND MAIN DISCONECT +r
66'04', PROPOSED DRAINAGE-TYP. �4:; / WIRING DIAGRAM (� v
LIN CROSSING DE 1L Co ' '� I PROVIDED BY OTHERS AND MUST BE SIZED ACCORDING N ( U)
,,•5 � I �_� --I TO PUMP/MOTOR MANUFACTURING SPECIFICATIONS
% __�-__-__-__-__I-__- l 1.P. C.�' ""! EXTG. 2,120 sf ASPHALT ,� PROPOSED 1 -STOR TS o
\ ` ,,,� Ib:g: $ r ,., DRIVEWAY TO BE REMOVED a ,� , GARAGE-DRY BUILDING O \ o
�+ ' DIRT - ---' �� .F L. 12.5' GF 440 S.F. P z Co
\ , ao c • �c I r° SOUND AVE /ORAVE� - �o (0,
. ��- ,, , �� CU
�N v ^/
` �Q• I O �� _- ROAD I V q y /�� `^ 24"LOCKING POLYETHYLENE
---7-----�--- --- _ _-i COVER TO GRADE V
� ; I I I � '� ° �� �
\ -� / O I
(� RECIRCULATION ASSEMBLY
� !/ EP� ! 245 COMPLETE AN400
\ LAND N F OF - � ,---_ .
1` <\ '•' / IIROXANNE ZIMME� I I Q ^�� �\ « %* l J, , , 24"LOCKING POLYETHYLENE
"Opo sr ' IMPROVED I I I 6 _ �� PROPOSED PROJECT-LIMITING ? .; COVER TO GRADE
"163 OF
IMPROVED a I \ (CONNECTED TO 1 LAND N/F OF \ ` D STURBANCE=17650 sf \
\ ,
-MST Rop I PUBL C WATER bATRICIA OSHANI I ,,\
IMPROVED I I \\ --- J i
I I e s ^a _--- -- m,•• s.,o.
,CONNECTED TO e= ` \ e
PUBLIC WATER I LAND N/F OF
ROGER OXEE
60 E I Imo' v PD NIDE rocvr of WAY I I CONTROL PANEL AND AIR PUMP
\ 10. ° 9100 1620, , , IMPROVED I RECIRCULATION ASSEMBLY
3 / � aT 245 COMPLETE AN400 IN POLYETHYLENE ENCLOSURE
\ _--moi // ,�.-�'' I I PUBLIC WATER �'a
APPROXIMATELY � N I AVAILABLE I ELEV. 17.5 ON PRECAST CONCRETE PAD
LOCATION OF WELL 1A0N ;��,,- , ; ; DR BROWN HYDROACTION TREATMENT TANK AN400- PLAN VIEW
I LAND N/F OF I ____ ___ ___ �� LOAM OL 0.5' NTS ECO50-30-L-80-PLC PLC CONTROL
VE III TTT 111 HP80 COMPRESSOR
�� /--VIE`►( A -�' ry v D RT/ORAIEI RpAOWAy I I MARYANN HERRI�K Uj� BROWN
-/-- LPy /' �l v ' IMPROVED `
I ' I I ` p FASTENER 3/8-18 x 3j"AT HHCS
O a\ I PUBLIC WATER I o SILTY SAND w/SS NUT&WASHER B"x 9"x 7"DIRECT BURIAL
AVAILABLE ( LAND N/F OF I �O ^ JUNCTION BOX FOCUS DBS-97-JB j
/ C I I @ \ SM , WEST 24"FLAT COVERS&SAFETY GRATING \\%\\%
LAND N/F OF ci I `� � OR APPROVED EQUAL :-
RONALD ROTHMAN I I I FAZIO SECURITI'� �J ` 8.0PROVIDE POLYLOK 3008-
TRUST
008 TRUST O �'+ 4"PVC PIPE(SDR35 WEST 24"FLAT COVERS&SAFETY GRATING
IMPROVED PALE
IMPROVED I ` \
I w.,. ELECTRICAL SUPPLY
I PUBLIC WATER I O \\\ WATER DRILL
T SEALED F ST LE EXISTINGAIR
_` BROWN GROUND
AVAILABLE I /� � ..P FINE JOINT APPROVED BY THE
TO TREATMENT UNIT
44. I / 'SRF SAND MANUFACTURER TYP.
I LAND N F OF( I S \\``
tom\ I i JOHN LEATHER, , gTF SP 15, „� " OUTLET DRAWN BY: EO
�, i VACANT I I R w BROWN o CONTROL PANEL/
9 S<£vA` ' 00 CLAYEY HIGHEST EXPECT. 4"PVC DR35 EEw/SOLIDSDEFLECTOR
ox` I S F� �q N� 6 SAND SC 4"STRAIGHT TEE(SDR35
so °�, 'I I ; y0 F CON Tt- o�/ND 15.3 WATER EL 2.2 COMPRESSOR PUMP DATE: 02/16/22
G,3O s , _ _ MOK \, SITE PLAN 'Q�� FB �SU�rq eY qRy - WATER IN 4"PVC PIPE(SDR35 SCALE: AS NOTED
01
S 54 33 00 W
o � '� \ ��_L--_-�-_- SCALE = 1:20 ���` s 2o2T`S qs `� , BROWN
80. O ` , \ CLAYEY PRETREATMENT TANK/ AN 00 AT w/PLATFORM COMPLETE SHEET
2ND AVE �`, SAND
LAND N/F OF 20' 0' 20' 40' \` SC 19 COUPLING-4"SCH 35 PVC SX
KA NLEEN CHAMBERLAIN �-------- \ � WATER IN ;
VACANT / 3"THICK BED OF COMPACTED
\\\ PALE ADHESIVE CARTRIDGE w/ SAND.MAXIMUM TOLERANCE
1 LAND N/F OF \ \ 1"#10 SELF TAPPING SCREW(PPH ZINC) OF
J BROWN
E. ALLEN KRAUS �f \` FINE
IMPROVED \� SAND
AVAIPUBLIC BLE WATER ALL SITE DATA SUPPLIED BY KENNETH M WOYCHUCK SUBJECT TO COVENANTS, EASEMENTS,AGREEMENTS ` SP 2 7,
LAND SURVEYING, PLLC AND RESTRICTIONS OF RECORD, IF ANY. S 54' 3 3 '0011 V V HYDROACTION TREATMENT TANK AN400- SECTION
AQUEBOGUE NY 11.15.20
VICINITY MAP APPROXIMATELY NAVD 1988 DATUM FEMA MAP#36103CO161H TEST HOLE 1 NTS STANDARD HYDRAULIC LOAD 440 GPD
LOCATION OF WELL SCTM/ #1000-068.00-03.00-011.001 WEIGHT OF EMPTY TANK 930 LBS
LOT AREA 110,288 SF/ 2.51 ACRES COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 NO SCALE °
PHOTO No. 57-559-83 80 . 0 •° AN400 245 NITROGEN REDUCTION SYSTEM DRAWN BY:A.DMAS
SCALE 1 :60TEST HOLE PERFORMED BY • °
/ LAND LRI E \ McDONALD GEOSCIENCE DATE: Rev. PART# OF 1 SHEETS
STACHI. ULRIKE K \
MARCH 8, 2021 hyar•®16egrCtioi 05/31/17 O HA-180053
/ IMPROVED