HomeMy WebLinkAboutHazard, David s
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Michael J.Domino, President ��OF soTown Hall Annex
John M. Bredemeyer III,Vice-President 54375 Route 25
P.O.Box 1179
Glenn Goldsmith Southold,New York 11971
A.Nicholas Krupski Telephone(631) 765-1892
Greg Williams ���,�UNTI Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
'TOWN OF SOUTHOLD
June 22, 2018
David Hazard
1465 Harbor Lane
Cutchogue, NY 11935
RE: 1465 HARBOR LANE, CUTCHOGUE
SCTM#: 1000-103-2-1
Dear Mr. Hazard:
The Southold Town Board of Trustees reviewed your letter dated June 18, 2018 and the
site plan prepared by Mark Schwartz &Associates dated April 12, 2017, and
determined that the proposed dwelling with waterside deck; new sanitary system,
detached garage, driveway, and drywells are 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 clearing, no removal of vegetation, no cut or
fill of land or removal of sod, no construction, sedimentation, or disturbance of
any kind may take place within 100' landward from the top of the bluff, or seaward
of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the
coastal erosion hazard area as indicated above, without further application to,
and written 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,
3
1
ichael J. Domino, President
Board of Trustees
MJD:dd
Michael J. Domino,President o�*rjF STown Hall Annex
54375 Route 25
John M.Bredemeyer III,Vice-President P.O.Box 1179
Glenn Goldsmith ir Southold,New York 11971
A.Nicholas Krupski • �� Telephone(631) 765-1892
Greg Williams No� COU[sITT`I, Fax(631) 765-6641'YNc�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
NON-JURISDICTION INSPECTION
DATE OF INSPECTION: Lt ��5
INSPECTED BY:
/Ch. 275 Ch. 111
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REVISIONS:
ALTERNATE INLET REMOVABLE INSPECTION COVER AERATOR MOUNTING CASTING AND CAST-IN-PLACE RECEIVING FLANGE GENERAL NOTES:
LOCATION 17
COVER WITH FRESH AIR VENT ASSEMBLY - 0
CONTROL 05-]0-2017
EXTENDED AERATION
BIO-KINETICS SYSTEM LOCKING LUGS Q SINGULAIR"AERATOR,AS TESTED AND BOX
APPROVED SEALANT SOLVENT WELD ACCEPTED BY NSF. - - i Rev
12-02-2017 EC area calcs
CHAMBER 12-04-201? CTM#
CONNECTION ® ELECTRICAL CABLE TO CONNECT TO 01-15-2018 Sanitary Details
OR SEALING DEVICE ®FALL THROUGH SINGULAR PLANT
•n n CONTROL BOX IN FLEXIBLE WATER
___-__ -_ _ _-_____%i FROM INLET INVERT TO OUTLET INVERT HOUSE TIGHT CONDUIT SEAL HOLE AS REQ -1 - 18 ;lectric Panel
F -'---_- r IS FOUR INCHES. INLET INVERT IS FF EL: CONNECT TO SERVICE PANEL BY 03-01-2018 Misc Revisions
I / LICENSED ELECTRICIAN
I / I TWELVE INCHES BELOW TANK TOP. i8' g�_OR 04-18-2018 Added Dist.Bo
11 III / III I I III III I I III 10.0' 9'3° 8°p 8-0' -06-
03-14-2018 Added i&E
I I III / 1 I m ON DEEPER INSTALLATIONS,PRECAST
I 8.0'MIN. 120 VOLT,Io SERVICE TO NEW 20amp, 0 -11-2018 Permit Set
2-9 III __ / ( 4'r. RISERS MUST BE USED TO EXTEND (10.0'MIN.) LOCATION FOR ( ) NORWECO CONTROL PANEL 1 POLE BREAKER UTILITY 06-15-2018 Recharge Area
1 18"AFG ILLUSTRATION ELECTRICAL CABLE TO CONNECT TO 2#12,#12 GRD IN 3/4"
1 -
IF AERATOR MOUNTING CASTING AND FRESH AIR VENT PURPOSE ONLY CONTROL BOX IN FLEXIBLE INCOMING SERVICE
III I --J ® SAMPLING PVC CONDUIT
-�� � \\ I - 4 � BIO-KINETIC SYSTEM MOUNTING TO BE GREATER WATERTIGHT CONDUIT 200a,lf�,120/240 VOLTS
� �� -J A CASTING TO GRADE. FINISHED THAN T FROM SEAL HOLE AS REQ EL: 16.0 BOX EL: 16.0 FINISHED GRADE
A - tl _ I O 1 I (� a EL 16.0
SERVICE GRADE WINDOWS NORWECO
®TANK REINFORCED PER ACI STD.318-05. PANEL SINGULAR CIRCUIT
NORWECO UNIT BREAKER METER
cARt3oN AERATOR CONTROL PANEL
4"DIAMETER 1 1( III I 0) REMOVABLE COVERS ON RISERS WEIGH FILTER
N IN EXCESS OF SEVENTY-FIVE POUNDS CLEANOUT z PANEL
INLET LINE i I I I I 4 DIAMETER EACH TO PREVENT UNAUTHORIZED
I I I I
It
�\ 1 EFFLUENT LINE ACCESS.
I it
__----J L__--______-J ---_- -�� ® ® CONTACT THE LOCAL,LICENSED 4•dia. PVC
610-KINETIC SYSTEM SINGULAIR"DISTRIBUTOR FOR INv. 4"dia. PVC r • 1/8"PITCH EX.GROUND ROD _ NOTE:
PRETREATMENT II'I MOUNTINCCASTING ELECTRICAL REQUIREMENTS. EL ts.o @ va"PITCH INv = = II _ - -
AND COVER Q EL: 14.6 INv ELECTRIC ONE LINE DIAGRAM 1) BURIED ELECTRICAL POWER
CHAMBER 218„ 3'_7" 2'_3" a EL: 14.3 CONDUITS SHALL BE A MINIMUM
9'3" GASKETED DISCHARGE 120 VOLT-1fd-60 Hz 20 AMP SERVICE INv Y CLEAN OF 24 INCHES BELOW GRADE.
ALTERNATE INLET FINAL CLARIFICATION FLANGE ASSEMBLY NOTE:AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLYGROUNOED ; EL13.4 SAND COLLAR 2).ALL ELECTRICAL WORK TO BE
LOCATION ® PLAN VIEW CHAMBER
PERFORMED IN ACCORDANCE
NORWECO FRESH AIR VENT ASSEMBLY00
SINGULAIR"TANK OUTLET COUPLING o WITH NEC.
TO 4"DIAMETER EFFLUENT LINE
SINGULAR AERATOR
(SEE NOTE 1) OPTIONAL BLUE CRYSTALS ® ® 500 R600 O TNT
CHLORINATION SYSTEM BIO-KINETIC"SYSTEM DISCHARGE DETAIL ® ® TOTAL LOT AREA: 110.316 Sf
AERATOR MOUNTING CASTING (Per Nathan Taft Gorwin III Land Survey) NAVD (1. 88)
3'CLEAN
UNDERGROUND POWER SUPPLY ENTRANCE OPTIONAL BIO-NEUTRALIZER SAND COLLAR '
( DECHLORINATION SYSTEM BIO-KINETIO SYSTEM MOUNTING LEACHING POOL LEACHING POOL INv DRAINAGE CALCULATIONS AREA 1
bEE ETAIL AERATOR
MOUNTING AND INSTALLATION 8 8 �Y, ❑
CASTING AND COVER
TOTAL LEACHING POOLS: Z
(2)8'dia.8ft.DEEP AREA (ST) AREA(SF) CALCULATION TOTAL G.F.
FRESH AIR VENT WITH BIO-KINETIC"SYSTEM I I ° GROUND WATER EL: 1.0 TOTAL AREA 1: 35,070 Sq Ft
CARBON FILTER 18"AFG MOUNTING CASTING - Z
GROUT OR
TO BE GREATER THAN 3' P BUILDING S.F. 1,440.Oro AREA lro X 1.0 240.49
FROM WINDOWS SYNTHETIC SEAL I I
r-� a
APPROVED SEALANT I ' '� BIO-KINETIC SYSTEM LOCKING LUGS s PAVEMENT S.F. 0.00 AREA(.167)X 1.0 0.00 U
OR SEALING DEVICE I I I Ij'
TOTAL 240.49
l SOLVENT WELD 6'011 --- - h I� "M ° DEPTH TOTAL/42.24 5,ro9
1.0 CONNECTION l it II `a 11 o A;„ M REQUIRED OZ
I, 11-411
II, 1-0 \ / „ $ NVMNa< ttNa< � s �
- O P I \\ 4 II % I ® ® 4,TO EXISTING HOUSE / U O
IIIA s CASTING PICK-UP / USE (1) 8'0 X 6'-O" DEEP DR-YWELLS
3" II GROOVE,TYPICAL \ --
\\ I I �� 1 ® ® 2 TOTAL DEPTH 00 O
PROVIDED P--1
5 0" 2 1/2" 2" 4'6" 4'81I �p° --- --7 601 HEALTH DEPT. STAMP �p�� ELS O
4 DIAMETER � 1 / 2�
EFFLUENT LINE TIDAL WETLAND LINE TOTAL LOT AREA: 116.310 Sf
1'-0" DELINEATED BY G. JUST OF / °
0° SINGULAIR"BIO-KINETIC 5'6" JMO ENVIRONMENTAL �/ 0 (Per Nathan Taft Corwin III Land Survey) NAVE) (188)
SYSTEM DISCHARGE
I I (1
(SEE DETAIL) CONSULTING ON 11/16/2015 U �
3" 6I "- - - VERIFIED ON 11/11/2016/
„SVA° HKiNEFFLUENT AERATOR® ONTRO NIBHCONTRLLARM TIMEROVERRIDE ,- DRAINAGE CALCULATIONS AREA 2
PRETREATMENT CHAMBER POWER EFFLUENT AERAiDR CONTROL CONTROL CONTROL
SUPPLY PUMP LDAs FLOAT FLOAT
BIO-KINETIC"SYSTEM AREA (S.F.) AREA(SF) CALCULATION TOTAL G.F.
- OUTLET END VIEW / Im ■//•�``
GENERAL NOTES, G' I 1
Q)ADEMCATED 2DAMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED /� ••J DRAINAGE AREA 1 ��
UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. DRAINAGE AREA 2 - --' TOTAL AREA 2: 81,246 Sq Ft
SUBMERGED TRANSFER PORT CAST-IN-PLACE AERATION FINAL CLARIFICATION CHAMBER NOTE: TOTAL SYSTEM CAPACITY: 1,300 GALLONS m INSURE THE AERATOR M OPERATING WHEN THE FACIE"IS OCCUPIED.
CHAMBER TRANSFER PORT RATED CAPACITY: 600 GALLONS PER DAY m THE LOCA.LICENSEDNORWECODISTRIBUTORWILLPLACETHEAERATORINTOSERVICE. _TEST�I-i0� 5� �\O� , , 1 BUILDING S.F. 1,532.41 AREA (_1ro�X 1.0 255.91
HAY BALE -T� 3�p.O \N� / 1 I 4� Z
LOCATION OF PROPOSED O I rn
EXTENDED AERATION CHAMBER -- SECTION A A BIO STATIC'SLUDGE RETURN SANITARY SYSTEM / \ \ �( 100' I
1 TOTAL 255.91 � (y
]� U aA
/ TOTAL/42.24
20' MtN WITH 5% SAMPLING BOX \ - _ _� \\� II EDGE OF � '
GRADE SLOPE / CELLAR J� \ E'g�(E - �I GMARSH
RASS TOTAL DEPTH REQUIRED ro.06 W
BUILDING CLEARING \ ZOO L 6 USE (1)80 X 6' DEEP DRYWELL Q O
ENVELOPE AND LAND - / _•' CONTROL i�, \ \ x > \ I M---� U
DISTURBANCE AREA 25% OF / - / ---PANEL _ _ II TIE LINE ALONG TOTAL DEPTH 0.00
O
:' to - �O� HIGH WATER PROVIDEDct
Z I \UPLAND AREA(27,751 SQ FT) / �� O L ION
- \ O
1` PROPOSED 2-5-TCP-Y 1 MARK , Q
\ ORTA POTI (3=o SINGLE FAMILY DWELLING \ I z w y O
EXISTING N / ,�� 1 `� WITH 4 BEDROOMS \ II 8" HIGH
DRAINAGE CAS C OO. / / fry' -� 'E--E- �� 1 \ �I TRAFFIC = O Q
Q RECHARGE \ \ ,-� '� ,� �/ _ PROPOSED I BEARING SLAB O , >� O
O; AREA / SETE3�GK LINE .�+-
` C� / /' 0 `t FIN \ -REAR GRAD N
50/ EXPANSIO _
_ - - i< ,-.r _ �g.0 DECK i -
\� OL AREA \ I- I- 1--I
/ , - - =III- III-III- -III � M�
+ EL 11.0' I I=I I -III= WRAP LEACHING a w
RIVEWAY GONG WAS / \ O i RING WITH FILTER
� 1 ry � - 8',PJ X 6' DEEP DRYWELL Q
PAINAGE OUT AREA I - _ FOR ROOF RUNOFF I 0 I FABRIC �/
\ / RECHARGE
AREA
�
EXISTING /- DRIVEWAY / tl �` FRESH AIR V N 1100' I i I EL J 0 0 0 [�
,- 8'0 X 6' DEE' / 120 V S/P
\ PIPE WITH � - Lu
/ HIGH FILTER DRYWELL S \ 20 AMP \ I I I 2°6 0 0 CI O
DRAINAGE RECHARGE AREA: LOW POINT FOR ROOF / � DEDICATED ) �
POINT \ ` \ I I '(5 � � 0 D ' �
33'X 40' OVAL PERVIOUS DRIV RUNOFF / I GLEAN GRANU F
E�/AY INTO PERPETUITY GRAVEL BACKFILL
3' DEEP WITH 45'ANGLE / /- i U.I
3,720 SF 622 CF ` i-\ 2 •' J/ ( I ALL AROUND BASIN 0 � ON, .
6'0 X 5' DEEP DRYWELL E 6� \ \�- m v
/i..� � / i � FOR FULL DEPTH Lu o �,
EL_ �f FOR GARAGE ROOF RUNOFF G \ / 41_0 / I I I O all� I 0
CONSTRUCTION 20 \ nn�1,2 22 X 26 X 2"=95.5 GF �� / �N20.O I x o
ENTRANCE -- _ - - _ \ 1O3�G It
0>0 X 5' = 211 GF �� / / N EL / P� Ul w UJ '� w
EDGE 0 \ �r` '\t�0 ` C 11� ��` ` GONG WALL 1 � F- ta un °+�'
y� / \ y' i /
PAVEMENT ` \ a-r SOIL STO K / i C\� ��� �pQ ` / 3a,0 NO O O Q 0 �,
` � �\ �+✓ PILE AR / �,,��1.1 � �� � / EXIST WELL ��-/'\� ,� � Q � 3 .� � �
1 �.1- 8'-0"
NEW
- - \ Ir
PROPOSEDVATE // NO� /3O^�V•I \ LA6�UNDERGROUND .�000�1 G°W. U
- _ •• �3° 35 / ELECTRIC PROPOSED 8' X '- " DE STORM N
Q 6 0 EP S O IWI DRAIN DETAIL G ,
A-
(2 REQUIRED)
Sl ro° 24' O" E m
DRAINAGE AREA 1 w Q
18'-0 Z w
" MAX. C, to C. ~ ry
,/DRAINAGE AREA 2 FLOW ^� ►w- cn
P4_ �� �� -' ���o O // ��/ GRADE w �
� ^
,/ _ / WOOD U
�� �P \ / DECK �1 1 j,�� � � ...a� • �6F. MI OO
N.
SLOPE 4" VERTICAL �0� ,tl
FACE �\. N
PERSPECTIVE VIEW
EL. 6.0' MIXED SAND AND LOAM BEDDING DETAIL
I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR 2 �1-,,. 36" MINIMUM 2
TAX MAP # 1000-103-2-1.2 �� /-` \� \v nn SEWAGE DISPOSAL SYSTEM(S) FOR THIS PROJECT BROWN CLAYEY ANGLE FIRST STAKE TOWARD ^��^� FENCE POST U)
SITE DATA lS\� EL. N Gv ��1�G WERE DESIGNED BY ME OR UNDER MY DIRECTION. EL. 1.1' 4.9 SAND SC PREVIOUSLY LAID BAL
1� BASED UPON A CAREFUL AND THROUGH STUDY OF THE 6 �G
CP 21.5 /�' V� O' WATER IN BROWN i-� WOVEN WIRE FENCE
TOTAL AREA: 116,316 SO. FT. ��3, 22 � � � '�OO L SOIL, SITE AND GROUNDWATER CONDITIONS,ALL LOTS, CLAYEY SAND SG FLOW �� �� �' _ -
WETLANDS AREA 4,269 50. FT. W AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY s^ �f� r' (6 x 6 10 10 WWF
DEPARTMENT OF HEALTH SERVICES CONSTRUCTION �' -�� '� FILTER CLOTH
HOUSE �v STANDARDS IN EFFECT AS OF THIS DATE. WATER IN BROWN LO e
BASEMENT 2,050 FINE TO MEDIUM
SAND SP
FIRST FLOOR 1,896 DEG LOT COVERAGE CALCULATIONS
EMBED FILTER CLOTi
SECOND FLOOR 1,726 300' 70 WETLAND LINE AREA 53,011.33 17.0' END OF BORING �� ;; n -- BOUND HAY BALES MIN. 6" INTO GROUN z
PORTICO 308 WATER PLACED ON CONTOUR 4• DRAWN: JM MS
HOUSE 2525,35
� SCALE: AS NOTED
COVERED REAR DECK (19t FLOOR) 102 ENCOUNTERED 4.9' 2��RE-BARS: STEEL PICKETS OR NOTE: 11
\A REAR DECK 449.76 BELOW SURFACE 2 x 2 STAKES 1.5 to 2 IN GROUND. MAXIMUM DRAINAGE AREA JOB#:
COVERED REAR DECK (2nd FLOOR) 98 9CELLAR STAIRS 003.00 TEST HOLE DRIVE STAKES FLUSH WITH TOP OF 1/2 ACRE / 100 LINEAR FEET DATE:4-12-2017
TOTAL HOUSE Sq Ft 0,180 PLOT PLAN McDONALD GEOSCIENCE HAY BALES. SHEET NUMBER:
GARAGE 572.00 BOX 1000, SOUTHOLD, NY 11971 SECTION DETAIL
HOUSE FOOTPRINT 2,306 631-765-3677 ANCHORING DETAIL SILT FENCE DETAILS
OF LOT OCCUPANCY
F.A.R. 530% TOTAL AREA 3640.71 DATED 1 /17/17
LT OCOVEE % D
RAG6.75 STRAW BALE IKE DETAILS :NTs SP-4 sale1.90% �\ 3 scale:NTED