HomeMy WebLinkAbout1000-78.-2-21 a� Soo.
OFFICE LOCATION: �V''b. fad MAILING ADDRESS:
Town Hall Annex `� ® P.O.Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) cis
Telephone: 631 765-1938
Southold, NY 11971
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: November 12, 2024
Re: LWRP Coastal Consistency Review for ANNA M. TEN NAPEL
SCTM# 1000-78-2-21
Islandwide Engineering & Land Surveying on behalf of ANNA M. TEN NAPEL requests a Wetland
Permit to construct a 9'x17' one-story addition onto the seaward side of the existing one-story
dwelling with attached garage; remove existing paver pad and deck stairs, and relocate stairs on
existing seaward ±13'6" x ±18' deck; abandon existing septic system and install a new I/A OWTS
system landward of the dwelling; and remove one tree near the driveway. Located: 320 Glenn
Road, Southold. SCTM# 1000-78-2-21
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 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
Town of Southold RECEIVED
LMW.CI:)NSISTENCY ASSESSMENT FORM N 0 V 0.6 '2024
A. INSTRUCTIONS Southo 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 prop_used action will. be. evaluated as to its significant
beneficial and adverse effects upon the coastal area(which includes all of 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.must be_explained in detail listing_both sutworting.and non-
suu2q& facts: If an action cannot be certified as consistent with the L`t`RP policy standards and
conditions,it-shall.not.be:undertaken.
A copy ofthe LWRP:is-available in the following places: online at the Town of Southold's
website(southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND]PROPOSED ACTION
SCI'MW .78 _02 _21 _
PROJECT NAME 320 Glenn fed - Town of Southold �C, e�
The Application has been submitted to(check appropriate response):
Town-Board a Planning Board❑ BuildingDept. a Board of Trustees"®
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:
Nature and extent of action:
See attached
ISLANDWIDE ENGINEERING&
LAND SURVEYING
280 Main Street-Suite 1, Farmingdale, NY 11735
August 27,2024
RE: 320 GLENN ROAD C/O ANNA M TEN NAPEL
320 GLENN ROAD-SOUTHOLD,NY 11971
SCTM No.1000-078-02-21
PROJECT DESCRIPTION
This project involves proposed 1 story addition measuring 9'x17' at the rear of the house, removed existing paver and
relocated stairs to the side of the deck.The current conventional septic system will be upgraded to a new low-nitrogen I/A
system.This proposed will be an infiltrator IM-1060 septic tank and septi-tech STAAR 0.5 I/A system with anti-buoyancy kit.
and proposed 12"Infiltrator Quick 4 Plus-52LF,which will be installed in front of the house.We will remove the existing tree
near the driveway but will preserve all other trees on the property.Additionally,a silt fence will be installed around the site
to ensure proper erosion control until the area is fully stabilized.
S
Location of action:320 Glenn Road,Southold,NY 11971
Site acreage:0.495.
Present land use:Res.
Present zoning classification:Res, _
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 applicant:Anna M Ten Napel
(b) Mailing.address:1 Deepdale Dr,Rocky Point,NY-1 1778 .
(c) Telephone number: Area Code 631-335-9105
(d) 'Application number,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 federal agency?NYSDEc
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 1. 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.LWRP Section III—Policies; Page 2 for evaluation
criteria.
Yes No Not Applicable
Project is consistent with neighboring area and makes beneficial use of coastal property.
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and, archaeological resources of the Town of Southold. See
LWRP Section III—Policies Pages 3 through 6 for evaluation.criteria
Yes ❑ No❑✓ Not Applicable
No Effect.
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❑ No ✓❑ Not Applicable
No Effect
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III—Policies Pages 8 through 16 for evaluation criteria
Z Yes ❑ No ❑ Not Applicable
Project includes a proposed silt fence installation to reduce erosion effects.
Attach additional sheets if necessary
Policy 5. 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 ❑Not Applicable
Project provides new sanitary system that has a positive effect on wetlands due to upgraded IA style
sanitary system with reduced nitrogen outflow.
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 wetlands. See LWRP Section III—Policies; Pages 22
through 32 for evaluation criteria.
❑Yes [:]No ❑✓ Not Applicable
No Effect.
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
No Effect.
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
❑Yes ❑ No ® Not Applicable
No Effect.
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III--Policies; Pages 38 through 46 for evaluation
criteria.
❑ Ye❑ No Not Applicable
No effect
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section I]Q Policies; Pages 47 through 56 for evaluation criteria.
❑..Yes ❑ No❑✓ Not Applicable
No Effect.
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living 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 21 Not Applicable
No effect.
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 ❑ No R] Not Applicable
No Effect
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 a Not Applicable
No Effect.
PREPARED BY Karol Carvajal Agent
PREPARED DATE 08/27/24
' ff
NOTES: - j SANI DESIGN CALCULATIONS z
1. ALL PROPOSED SANITARY LINES TO BE 4'0 SDR35 PVC PIPESECTION >g UBD}1��µ• r� TANK CALCULATIONS:UNLESS SPECIFIED OTHERWISE ��BLOCK q�R �.+.y '�.
2. NO DRYWELLS LOCATED WITH IN PROPERTY LINES - -- 01,Op_TAX i FLOW=170GAUDAY X 4 BEDS=440 GALIDAY
1NO NEIGHBORING WELLS WITHIN 150FT OF THE PROPOSED LOT p1g D0p �' j CAPACITY FOR STAAR 0.5=500 GALIDAY
SANITARY SYSTEM.
INFILTRATOR CALCULATIONS: \ 00
"i I 440 GALIDAY 12.83-(INFILTRATOR WIDTH)/3(GAUDAY/SF)=51.83 LF S �0 y 0
\ L SEC N p ILA 51.83 LF REQUIRED Lli Z V
"1 wy G T T f ...._..n0 >8BLOBL!02 O�RgX 52 LF PROVIDED(2 ROWS OF 26 LF) z OD
OD
l L�il _ _ K
J�' R� I) LOT oos.000 U.- O Lj
50% EXISTING Lyq +
EXPA"�'°" NICEST TER BUOYANCY CALCULATIONS
REMAIN CSC Q >"
' WEIGHT OF STAAR.5 TANK=320 LBS EACHSEPTI.
>a7 Ij WEIGHT OF BUOYANCY KIT=2,412 LBS IS"
TECH ST TREE (2 X 8'X 1.5'X 0.67-X 150)
0.5 UA y�.s.�M ��_ WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=2,059 LBS /f L
'',i"'., TREE .UP (2X8'X15X0.78'X110)
WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=10,476 LBS cn
ELF QUICK (2X8'X1.5'X4.85'X90)
TREE INFl°LPiggT�S 4 PLUS STANDARD TOTAL=15267 LBS
TEST HOLE 26'IN L T ELad.74' PROPOSED I BUOYANCY FORCE ON SEPTIC&TREATMENT TANK ASSUMING TANK IS EMPTY
ELECTRIC VA R O TREE To NF8LTRATOR IM-1060 AND GROUND GROUNDWATER
TRIC LINE. R 0'MI �VENTED WATER IS UP TO HIGHEST EXPECTED GR �w a
PROPOSED V 28'INFILT T THROUGH THE HOUSE IC TANK 10.58'X 5.18'X 1.46 X 62.4=4,959 LBS "
CHA-SEDVENT2"MIN.Wi TREE ,Z _ R 10'MI 11"PUMPBACK
15,267 LBS SEPTIC TANK>4,959(JAB FACTOR) w FROM DOORS/y lyRCOAL FILTER M�W; m EXISTING OVEtH g i
m i
O=_ °`--O O'ujN' TREE ELECTRIC WIRES
LOT COVERAGE < as";m .q
_w_ig1 i� aoo� c
DESCRIPTION AREA PERCENTAGE EXIST.GRD�.4(5C GIS MAPPING)
EXISTING '' E T?ROPpO TOTAL LOT AREA 21,557SF
G4Rgt;E H AIR LINE OA'3A' MIXED SAND AND LOAM
iSTFL=535.4SF C0' ADJACENT AREA(UPLAND) 12,220SF 100% o'f?
PROPOSED I/ HIGHEST EXPECTED
C A 3.0'-5.0' BROWN CLAYEY SAND SC GROUNDWATER 3.65'
FF.ELEV=8 73' EXISTING 1 STpRy D CONTROL PANEL MAX.ALLOWABLE COVERAGE 2,444 SF "% Il WATER GROUNDWATER 3.4'
1Si FL-14�D48.9SF.gSF EXISTING COVERAGE z
-
FF.ELfV=12 19- EXISTING 1 STORY DWELLING 1,984 SF 16.2% BORING BY:MCDONALD GEOSERVICES CL
TAKEN ON:06103024 AT 2:00PM
PROPOSED �+ EXISTING STRUCTURES LLI
SUFFOLK COUNTY WELL DATA
E I S ORY DECK 243 SF 2.0% E�,Q'-13 0' WATER IN PALE BROWN SP WELL#S•16780.1 fn
ON 'PROPOSED STAIRS FINE SAND HIGHEST G.W.EL.=6.38'(3127107 NGVD29)=5,43'(NAVD88)
REMpyED 11,0' r,/ RS PORCH 114 SF 1.0% G.W.EL CLOSEST TO TEST BORE=5.18'(12R7/24 NAVD88)
EXISTING �T DIFFERENCE IN ELEVATION=0.25'
PAVER PAVER WALK 56 SF 0.2% G.W.EL TEST BORE=3.4'(6/3l24-NAVD88)
ESTIMATED HIGH G.W.EL=3.65'(NAVD68)
REMO I
TOTAL LOT TOTAL EXISTING COVERAGE 2,397 SF 194%
TEST HOLE DATA
NG
STAIRS 21,557 SO EFT NOR
PROPOSED COVERAGE 1 N.T.S °8Z
o
0 0.495
ACRES o Z w
oABq ND o~ EXISTING STRUCTURES 413 SF 3.4% a a
�EXISTING w o
o SANITARY PROPOSED 1 STORY ADDITION 153 SF 1.3% z
�a a oo U Z
TOTAL PROPOSED COVERAGE 566 SF 4.7Y. w g
> U
0
320 GLENN ROAD Z y Z w
a� ti ' 4�
�o EN°E°SE°SILT o TOWN OF SOUTHOLD Q _ �o
ag SUFFOLK COUNTY, NEW YORK
z SCTM: 1000-078-02-21 $ rLL
HEIGETATED 0
PROJECT Q Z
DECKER,WETLANDS AS DEEN�19 ti LOCATION w
IDENTIFIED BY JOHN
U
LOCATION MAP
SHEPARD DR
N
t r= } p 00
Ly
.�. .., + ++ • +•+ Z
SITE PLAN EL>p• +,�<, t GIFNh RD -jo
.�
o
N
lk-
0 15 30 o
�a w
°f
N.3d4i_�_.-v'���\\•?v1'`� �\�`�.\ \ ,!a.,,,�. 5?_'"�'y����•� Y.�a2ss,� �.��.�•.�`J'i� � r.<,„ .,tx ssc y„o,o %
w^ # V
\7 a
a.�. SLEEPY HOLLOW
8 10 5 Q
0 2e 4E
244G n s a K � y M4 ate. ,010 ' UTtgiU
w„ . ,oa O xy. xp t v.ls /s ml` yam" .• v.a,1�cr
a2
DR Bn2.1 �'-
o.Gax 2 s -GLENFf wDµ K _
A 4
2
, a
RD '° '.P t sEE see rn.Dn
S �
surroi
e �
i q
Y t Los •'MrL u _ t �_ y tl$ P '
41
14
12
512"F
aN?�.
. '
0' 2�: N- •-, A� V >>, �� v's a`Y � gtr
L ♦ r,
. d
� �• Tsaa h.. b
M' a
PPH,f•'N. �' ��- "Pj: 6 21
40
S
pv �t^4 n x' �,.. ���•� k ` \q"'� 19 v � W • 4 ! a i.P. � ._,3 u - �? � Y4j g^ °�v rk' �' IO s � �t •�
c.44Y1>
w�ar
COUNTYO S LK r` N nonce K ,.., iDOD IICTI no
�— F UFFO ---
E w,�� W v � ��
_ ^ �� �` �, .A�.`�+ � r For •i/ •ur
All
Xv
e�
k
r v .��•�'•�a ow�" ! r' � ✓�rd��j S���d ��M1,� ',;�lo�u�y �,F ��a ral .d
4-0
1 , }
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NY 11971
320 Glenn Rd
SCTM No. 1000-78-2-21
n �
y' a ) �.
d �M
t
�r �k
Photo 2- 320 Glenn Rd
a
v s
f G., �� ,� '1 ,•y ��,la •�`. , _ may, hf ��d.
- i' '�. my �. .. Y�(y#•i 5 1.. �h+ ,'�' ��^S� _
• .. F. a mer ,'��i.w+ -'�.
Al
XI
t .
..rl.., ;i. "�� .fit"y ryq '�`•; -eY�. �". .r<
��z' r�'l�� ,�timyu -�.� r., .:gyp ;,�� yr .;,�ao� �• ::: .
Aw .
t
r °�
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NY 11971
320 Glenn Rd
SCTM No. 1000-78-2-21
Awl
.p
µy
r
Photo 4-320 Glenn Rd
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NY 11971
320 Glenn Rd
SCTM No. 1000-78-2-21
Y
b�, I
>t N
r ,
r
MU
Photo 5- 320 Glenn Rd
z
NYLON STRAP
11 MINIMUM
RATING(TYP)
AIR INTAKE ELECTRICAL ` _\ 'Y
_ LOW LEVEL \\ 00
FLOAT SWITCH S �� 2 C111O
9 Co U
_..... .. (WHITE)
41NLET 2°0 CONTROL
ppWgy HIGH LEVEL m c/1
115VAC FLOAT SWITCH LJ- O W
6 p 15 ANP (YELLOW) Q J =O
STAAR DISCHASVACUMP mod, Q
18. 78° PUMP CONTROLPANEL
a 7 3 c .;..,.,•,..: .1_-.. POWER RETURN PUMP •* `\C�\v z
> ''• m 115 VAC 115 VAC
'7 20AMP (BLACK) cn
5 (2)-CONCRETE DEADMAN 18"W X 8'H X 8'L r RECRCULATE PUMP
WITH(2)-P4 REBAR CONTINUOUS EA.TANK 115 VAC �^
(STAAR,5) (RED)
w
a INFILTRATOR TANK ANTI-BUOYANCY DETAIL a SINGLE LINE WIRING DIAGRAM �oYw
11 2 12'PLASTIC RISER AND LID 2 N.T.S 2 N.T.S o "a
10 10 MEDIA BAGS(LARGE)
9 1 INLET PIPE z oa
z
m > o
7 1 RECIRCULATION PUMP w w m w m
6 1 SPRAY HEADER ASSEMBLY - n a o o u R i.
5 1 PUMP BACK PUMP ASSEMBLY
4 1 SPRAY HEADER SUPPORT STRUCTURE _
3 1 SUPPORTSTRUCTURE
2 1 DISCHARGE PUMP ASSEMBLY EXIST,REA, GROUND ELEVATION 0;8
1 1 1000GAL.INFILTRATORIM-1060TANK .'i F.F EL.12:1G'
ITEM OTY. I DESCRIPTION - -
GROUND ELEVATION 6,40 -
'f .VOT, GRADE {) GROUND ELEVATION 8.40 J
TYPICAL TAAR O.5 THE T [ "' DISTAL HEAD HEIGHT3D' _
- .....
2 N.T,S -4 €._�.' - 2, w
�� IM1000 STAAR0.5 22.4'(PRESSURIZED) 12'MIN.COVER TOPEL6.9cl
INV.EL,7,0 SEPTIC TANK INV,EL 6'75 TREATMENT TANK INFILTRATOR
g INV.EL 6.70 INV,EL.6.45
(BUOYANCY KIT PRESSURIZED INV.EL 6.3 2 ROWS-26'LONG BOT EL5.9
REQUIRED) (BUOYANCY KIT
REQUIRED) Z
_ zv
AA'
3 v
OO OO O _ _ _ _ -HIGHEST EXPECTED _ U
BOTTOM ELEV.3.08 GROUNDWATER EL.3.66 z>
�O �O ,�j, BOTTOM ELEV.22
Z� Z
s SANITARY SYSTEM PROFILE W sg
2 N.T.S
y2 dw
127°EXTERIOR LENGTH
z w5
TOP VIEW
PROVIDE SECONDARY ESTABLISH VEGETATIVE COVER AND
SAFETY COVERS(TYP) 10.2" TUF-TITS EF-4
FREEBOARD 4"EFFLUENT FILTER
TOPSOIL GRADE TODRAIN�
a
z � z
NATIVE BACKFILL w
I ET i'l
16.5 o AIR 3 0" SP UTLETPER CODE PERCODENCOMPARA T COMPARTMENT
B 0.2' 2'UNDISTURBED
+--WALL SOIL 36-TRENCH WIDTH H
THICKNESS
O
DETAIL A NOTES: DETAIL B NOTES: Q 91 Z N
SECTION A-A 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 STANDARD MULTIPORT ENDCAP(RIGHT) 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN 7
SHOWN 2. INSULATE BOX AS NECESSARY s z m
NOTES: 2, PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 O'CLOCK,WITH FIRST AND LAST ORIFICE 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP z O D o0 I. ALL DRAWING DIMENSIONS IN INCHES INCLUDES
F OR AS NOTED, AT 8 O'CLOCK TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS PATIO BLOCK) 4. PIPE SIZES PER PLAN WZ co�0 U
2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH,FRENCH&SPANISH: 5. INSTALL 90°SWEEP FITTING OR 2-4Y BENDS,NO ELBOWS J O 1 W'DANGER DO NOT ENTER:POISON GASES.' Ur z O U)
3. TANK MARKINGS WILL INCLUDE:MANUFACTURER NAME,MODEL NUMBER,LIQUID CAPACITY,DATE OF PRESSURE PIPE DRILL HOLE LL
MANUFACTURE,MAXIMUM BURIAL DEPTH,INLET,AND OUTLET. LOCATIONS ON END CAP N 3: a
4. THE TANK MAY BE BACKFILLED WITH SUITABLE NATIVE SOIL SEE INSTALLATION INSTRUCTIONS FOR M
F
GUIDANCE.IF THE NATIVE SOIL DOES NOT MEET THE INSTALLATION INSTRUCTIONS GUIDANCE THEN U
BACKFILLING WITH SELECT MATERIAL WILL BE REQUIRED.
MAXIMUM5. BURIAL DEPTH IS 48 in[1,219 mm]. 2°X14.REDUCER_ (TYP1
6. MINIMUM BURIAL DEPTH IS 6 in[152 mm]. p 2'HEADER
7. MAXIMUM VEHICLE LOAD IS 4,500•m[2D-kN]AXLE LOAD.
8. TANK IS FOR NON-TRAFFIC APPLICATIONS. N
9. AIRSPACE IS16.5%. DETAIL A END CAP (TMP)
10. OUTLET TEE IS COMPATIBLE WITH EFFLUENT FILTER.
I I' INTERIOR LENGTH TO WIDTH RATIO IS 2.3:1(118.8-INCH INTERIOR LENGTH 151.7-INCH INTERIOR WIDTH=2.3). INFILTRATOR CHAMBER 2'FROM OWTS 1 d LL
12. FREE VENT AREA BETWEEN TOP OF BAFFLE WALL AND BOTTOM OF TOP BAFFLE SLOT IS 39.7 in'. (ANY MODEL) LATERAL �4 013. BAFFLE WALL THICKNESS IS 0.31 In[B mm).
INFILTRATOR IM-1060 SEPTIC TANK DETAIL 7 INFILTRATOR UICK 4 PLUS STANDARD DETAIL B $ HEADER DETAIL w
2 N.T.S =
2 N.T.S 2 N.T.S C0
QUnauthorized alterotion or
Q if addition to this survey is a
I � violation of section 7209,
subdivision 2, of the New York
Iir State Education Law. Copies of
W z this survey map not bearing
the land surveyor's inked or
O embossed seal shall not be
HEIDECKER LAND SURVEYING considered to be a valid copy.
rr
F-
1 WnQ
OLENN ROAD
(50' WISE TOWN ROAI])
UTILITY POLE �A
POINT OF BEGINNIN
— 1". PIPE FOUND S 66'31'3 E 100.00'
N 3/4" PIPE FOUND 0000
N ¢ 00
N >
AREA= N
21,557 SQ. FT.
aw
CR
I 0.495 ACRES
I15.5' CONCRETE V R WALK
OPEN PORCH 14.3'
'
/ / % / 7/7
GARAGE / /
#220 / / #320 /
1 STORY #420
RESIDENCE
HIMNEY
/ / 14.5' o /
15.3 / i" , / j O
O
CCD W DECK N
O (n N
N O I a O
O F_
O O0
J Z X Z
W Q O
" rr DISTRICT 1000—SECTION 078.00
o < BLOCK 02.00—TAX LOT 021.000 0 NOTES
Ln N/F ANNA M. TEN NAPEL N (a 000
O BYFIELD HEIDECKOERK WAS LAND SURDUCTED VEYING, PLLC AND ALL
O MEASUREMENTS WERE TAKEN ON THE GROUND.
�i � o LIBER 12984-PAGE 122 o t„ J
wl
Q w J FILED MAP NO. 3848-LOT 5 w U W O DO 2• PROPERTY LINES, BEARINGS, & NORTH ARROW
v O Q ARE BASED UPON DEED FILED WITH THE
00
OQ w z J W 122FFOLK COUNTY CLERK IN LIBER 12984—PAGE
U M
Lj
m Q ( p I O 3. INDICATED UNDERGROUND UTILITIES ARE
oJ — 3 O C� Z SHOWN FROM SURFACE EVIDENCE AND AVAILABLE
l— N C O N EXISTING MARK—OUTS. UNDERGROUND LINE
LOCATIONS ARE APPROXIMATE AND ALL
O w I� J a- LOCATIONS
UTILITIES ARE NOT SHOWN. PRIOR
Q
00 Z N W m � TO CONSTRUCTION THE CONTRACTOR SHALL CALL
I O
"CALL HAVE ALL
O w Z m p UTILITY LOCATIONS U D T MARKED ON THE 811 NDGROUND.
O W
Z Y _m t� CONCRETE ♦z Lv J 4. THE BUILDING TIES SHOWN ARE BASED UPON
O (n J W � E THE SIDING OF THE STRUCTURE.
� Z -_U O x U
U W V (w W 5. THIS IS NOT A TITLE SURVEY AND IS SUBJECT
W N 1 TO ANY STATE OF FACTS A FULL AND CURRENT
(n O TITLE REPORT MAY REVEAL.
1 F— O W
O O \ 6. ELEVATIONS SHOWN REFERENCE MEAN LOW
O Z Z WATER (MLW) VERTICAL DATUM.
O W
� f—
U Y epee OF
LF Cf)
U) Z CFT
E3 ( ` I q O
ti IO
colN WIREXFENCE
MEAN HIGH TIDE N
LINE
2.76' z 4 2,62' O
r 2.47' 2.38' n
-0.38' EDGE OF WATER i�-n . �^� 00
# -0.33' EDGE OF WATER N— , 2 78'
-0.25 N MEAN TIDE LINE
-0.59'
N 62'45'40" W 7045-
. —z.ss' 100.22'
—3.35' —3.31'
—2.94' —2.99'
. —2.77' , —2.60'
,
—3.54' CA NAL
—3.40'
—3.49' �-3.15'
—3.58'
. x-3.19'
—3.71' #—3.39'
'—3.75'
OF NEkV -3.93' #-3.83' '-3.75'
3.54'
SURVEY PREPARED FOR:
DATE: 9 17 2019 A NNA M. TEN NA PE`
l/ JOHN GERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE: PROJ. NO.
050IN' ��� CROWN STREET
KI SEPTEMBER 17, 2019 BATHYMETRIC/BOUNDARY SURVEY 19HLS85
tisFO LAND 5���� KINGSTON, NEW YORK 12401 DRAWN BY: B.M. #320 GLENN ROAD SHEET NO.
(845)-901-7629
1 OF 1
cHK BY: J.H. TOWN OF SOUTHOLD
jheidecker®heideckerls.com CAD FILE:
SCALE: 1"= 20' SUFFOLK COUNTY NEW YORK1 19HLS85FP.DWG