HomeMy WebLinkAbout1000-9.-12-8.1OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY 11971
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
Telephone: 631 765-1938
Fax: 631 765-3136
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: John Bredemeyer, President
Town of Southold Board of Trustees
From: Mark Terry, Principal Planner
LWRP Coordinator
Date: March 17, 2014
Re: Proposed Wetland Permit for HAY HARBOR CLUB, INC
SCTM# 1000-9-12-8.1
J.M.O. Environmental Consulting on behalf of HAY HARBOR CLUB, INC. requests a Wetland
Permit and a Coastal Erosion Permit to reconstruct approximately 270' of an existing storm
destroyed rock revetment; and to install approximately 800' of new revetment by excavating the
area at the toe of the existing bluff 5'; install compact fill as needed; install geotextile filter fabric and
erosion control matting; install a T-4" layer of crushed stone as a filter layer; install armor layer rip -
rap revetment; at the top of the revetment install 4"-6" of topsoil; install stone slope (minimum 2'
diameter) to provide an interlocking mass and to fill voids with topsoil and seed. Located: Heathulie
Avenue, Fishers Island. SCTM# 9-12-8.1
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 proposed action is CONSISTENT with the LWRP policies provided that:
1. Stones and boulders naturally occurring on the beach shall not be used for the
proposed action. It is recommended that the Board require that all materials
necessary to construct the new revetment be delivered from an off-site location.
Figure 1. Section of parcel bluff prior to "Sandy".
Figure 2. Section of parcel bluff following "Sandy"
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: Lori Hulse, Assistant Town Attorney
. Town of Southold
A. INSTRUCTIONS
LWRP CONSISTENCY ASSESSMENT FORM
U �-
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 proposed action will be evaluated as to its significant
3. If any question in Section C on this form is answered "yes" or "no", then roposed action will
affect the achievement of the LWRP policy standards and conditions c fined in the consistency
review law. Thus each answer must be explained in detail list' both supportina and non -
supporting facts. If an action cannot be certified as consistent the LWRP policy standards and
conditions, it shall not be undertaken.
A copy of the LWRP is available in the following pla s: online at the Town of Southold ' s
website (southoldtown. northfork. net), the Board o rustees Office, the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED A IC
SCTM# 9 - 122
PROJECT NAME Frosian control a Storm S
repair
MAR 10 2014
The Application has been submi ed to (che appropriate response):
Town Board ❑ Planning Bo rd Building Dept. ❑ Board of Trustees 0
1. Category of Town of Southol ency 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: x❑
Nature and extent of action:
Please see attached
Applicant proposes to reconstruct approximately 270' of an
existing rock revetment destroyed by Storm Sandy and to install
approximately 800' of new revetment. Applicant proposes to
excavate the area at the toe of the existing bluff 5', install compact
fill as needed, install geotextile filter fabric and erosion control
matting, install a 3-4" layer of crushed stone as a filter layer, install
armor layer riprap revetment, at the top of the revetment install 4-
6" of topsoil, install stone slope (minimum 2' diameter) to provide
an interlocking mass and to fill voids with topsoil and seed. As per
enclosed plans prepared by CME Associates last dated 8/13/13.
Location of action: Heathulie Avenue, Fishers Island
Site acreage: 44.6
Present land use: Golf club
Present zoning classification:
Ra
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:
(b) Mailing address:
Hay Harbor Golf Club
P.O. Box 477
Fishers Island, NY 06390-0477
(c) Telephone number: Area Code( ) 631-788-7701
(d) Application number, if any: Unknown
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes ❑x No ❑ If yes, which state or federal agency? N . S . S . n . F . C .
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.
IS/Yes ❑ No ❑ Not Applicable
The project does not involve "development' and should ave
no negative impacts upon open space or the character of
the community. It is felt that this project is consistent
with this policy
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
4 Yes ❑ No ❑ Not Applicable
The.project shall have no impact upon any historic or
_ archaeological resources. It is felt that this project
is consistent with this policy
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
1� Yes ❑ No ❑ Not Applicable
The proiect will have no impacts upon any scenic resources
or impact the visual quality of the Town. It is felt that this
p njar-j- J-, c-c-)nGi ctc-nt with this policy
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
[A Yes ❑ No ❑ Not Applicable
The project will not cause accelerated erosion ot adjacent
properties, with not create any aesthetic impairments, there
shall be no loss of marine or wetland habitat and there will be
no loss of public recreational resources. It is felt that this
project is consistent with is policy
Attach additional sheets if necessary
Poli 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
— Po cies Pages 16 through 21 for evaluation criteria
Yes ❑ No ❑ Not Applicable
The project will have no impact upon the quality or quantity o
potable water. It is felt that this project is consistent with
this policy
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
throu h 32 for evaluation criteria.
7
❑ 7
Yes No Not Applicable
The project will have no negative impacts upon the quality or
function of any wetlands, ecosystems or areas or bigniftcarit
Coastal Fish and Wildlife Habitats. It is felt that this
project is consistent with this policy
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pa7Ye
2through 34 for evaluation criteria.
s ❑ No ❑ Not Applicable
The project will have no impact upon air quality. It is felt
that this project is consistent with this policy
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
subs ances and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria.
Yes ❑ No ❑ Not Applicable
The project does not involve the use of or the disposal of
solid waste or hazardous substances and wastes. It is felt
that this project is consistent with this policy
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
res rces of the Town of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation
cri ria.
YeEIn
No ❑ Not Applicable
The project will have no impact upo public access to, an
the recreational use of coastal wateirs, public lands, or the
public resources of the Towm, It is felt thatthis projeccl
is consistent with this policy
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 III Policies; Pages 47 through 56 for evaluation criteria.
4yes ❑ No ❑ Not Applicable
The project will have no impact upoM Southold's
water -dependent uses of or the siting of new
water -dependent uses in suitable locations. It
is felt that this project is consistent with is po icy
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.
[
U Yes ❑ No ❑ Not Applicable
The project will have no impact upon the substainable use of
living marine resources. It is felt that this project
is consistent with this policy
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 ❑ Not Applicable
This project does not involve agricultural lands. It is
felt that this policy is not applicable to this project
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
The project does not involve the use of or the development of
energy or mineral resources. It is felt thtt this policy
is not applicable to this project
PREPARED BY Glenn E. Just TITLE Agent DATE .�- /
a
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1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS. MAINTAIN A MINIMUM OF 12 INCH OVERLAP AT ADJACENT
SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT
RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL.
2.) ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, FREE
FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT WOULD INCREASE
DETERIORATION FROM THE ENVIRONMENT OR CAUSE BREAKING DURING HANDLING
AND PLACEMENT.
3. FILTER STONE SHALL B 3 INCH DIAMETER NOMINAL SIZE UNLESS
E
OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS.
4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A EVENLY
GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE UNDERLYING MATERIALS.
THE FINISHED SURFACE SHOULD BE FREE OF POCKETS OF SMALLER STONES
AND CLUSTERS OF LARGE STONES.
5.) ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT AND STONE
SLOPE TO BE LOAMED AND SEEDED. IF SEEDING OCCURS IN LATE FALL OR
WINTER TWICE THE APPLICATION RATE IS REQUIRED.
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QUALITY CONTROL
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GROUP REVIEWED DATE
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DATE: AUG. 13, 2013
SCALE: 1 " = 40'
PROJECT #2012854
SHEET
2 OF 3
FAIRWAY
HOLE 2
TAA AIS r. lf1..11I11r.IT
GREEN
HOLE #1
IMAGE 1
4VY PROPERTY
EROSION
EMAINS OF
EVETMENT
FAIRWAY
HOLE 2
TOP OF EMBANKMENT
IMAGE 2
NAVY PROPERTY
EMAINS OF
EVETMENT
a[• moil
IMAGE 3
;i-folT►
F
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STONE SLOPE TO TOP OF BANK (SEE SECTIONS 3 AND 4)
VOIDS IN SLOPE TO BE FILLED WITH TOPSOIL AND SEEDED
WITH NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX AS
MANUFACTURED BY NEW ENGLAND WETLAND PLANTS, INC
OR SIMILAR PRODUCT (SEE GENERAL NOTE 5)
PROVIDE LOAM AND SEED LOAM AND SEED ALL
ON FAIRWAY AS NECESSARY. DISTURBED AREAS
SEED MIX AS DIRECTED BY OWNER
BEGIN TRANSITION FROM
SECTION 3 TO SECTION 4
BEGIN TRANSITION FROM
SECTION 2 TO SECTION 3
STONE REVETMENT 9mPA� SECTION 3
IMAGE 4
NAVY PROPERTY
N�
HAY HARBOR
C OL r— GLUE
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LOCATION MAP
I SLAND SOUND
SCALE 1 "=400'
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(SEE SECTION 1) .r_, _ �.� X22 /'/%/J��i j % of i,l_ ,o' CSANDY ��i '' °y ;�� w U w } 0
\ ADJUST Hr*IGHT TO MATCH ; I `r' — - _ o ff_ / T y� u / BEACH -�' , 4' y ]�-TOP OF EMBANKMENT z
LOAM AND SEED ALL ti \, , Imo- +� _ - :%' �1 u r o' / �- }o _ _ _ -� ' 1
DISTURBED AREAS EXISTI TOP OF BANK — _
-�� .'' a �� 2-2007 O � Z� O
�I>I' �.� i i0�,,.,'�'- i INS � ��,, �' ' � + � 'o � — = � _ �,u , -6 w �
END ARMOR LAYER RIPRAP REVETMENT I R / 8, R r - '��� rn / APPARENT HIGH / L`- > Z
\I� / , / o ' WATER UNE(AHWL) / '� `� ` EMBANKMIENT N 0
TIE REVETMENT INTO EXISTING SLOPE I ./ BOTTOM OF
BACK TEE (SEE NOTE 6) COASTAL EROSION \ I i ' / j i �!, , `i� / - irn d n , , o / } ... .� W O D Q
TOP OF
HOLE 2 _ EMBANKMENT HAZARD LINE \ SIT-_'. \rte I� �/ i %` �-�-' j i j i �,�o. .oui/u° �,- / / _ o \ �4 -� 12-2007 J / 11 w
SECTION 1 11-2012 (.EE MAP REF. 2) M DEPO .rte .!'_--=' i -o" / �•� �� m Q
BEGIN ARMOR LAYER \I AREA OF STOR 2 ,f ,t 11 Ir o- / Q a LLJ
RIPRAP REVETMENT 1 --� �r I �, / / r- LIMITS OF WORK ~ L' I = L
BEGIN ARMOR LAYER / ��L- A' 7,- i �j + � k �- • F -
(SEE SECTION 1) �,� n -1 / Ali_ _ i i_�ii_�i_v_ 1 3 i / i / 4 o
RIPRAP REVETMENT ADJUST HEIGHT TO MATCH FRONT l I r w�- \ J ' o ' o a LQ (n
PROVIDE ARMOR LAYER ROCKY SHORE w W a O
�- PROVIDE ARMOR LAYER O
i RIPRAP REVETMENT
EXISTING TOP OF BANK �� _� 2 C � O_ = w
TEE _� � i / / - 00 / APPROXIMATE TOE OF RIPRAP REVETMENT p M _
�2 ., 6 + / SEE SECTION 4 DETAIL J
2 _ \\�..� / o / , ( ) PROPOSED REVETMENT (SEE SECTION 3 DETAIL) PROVIDE ARMOR LAYER � (�
q.- PROVIDE ARMOR LAYER RIPRAP REVETMENT �
— RIPRAP REVETMENT — SEE SECTION 2 DETAIL Q
SCATTERED / -� ( )
�. (SEE SECTION 3 DETAIL) ��
MALL EDGE of SMALL �- / , , PROVIDE ARMOR LAYER f`
BRUSH +� / STONE
x _ �i STONE I "` BEACH RIPRAP REVETMENT ' _-- -
—10 BEACH /�` ' \� (SEE SECTION 2 DETAIL)
\ x� \: 1� 111 / -� - —,� - -v��" �l `-�N" -`-� V
\ .17
N -11O �;' �� -® __ �' �� 6 / //. MEAN HIGH WATER UNE(M TQ On
`\` ` ,.RYA \ ` STONE �/
BEGINNING OF ii
SMALL Ii / / / ! .—
. \ �� D - _ - / , / �, • • BOTTOM OF EMBANKMENT / O �J ;
\ ERODED AREA _ _ _ — AN LARGE\\ D
SMALL STONE C / 12-2007
ND LARGE / BEACH /
,STONE y_ _ �6 APPROXIMATE TOE OF _ — — 611 Ir \ �� APPROXIMATE TOE OF
A \ APPARENT HIGH WATER UNE(AHWL) PROPOSED REVETMENT \ i / PROPOSED REVETMENT'
- �-, �.FEBBEGINNING OF �%
ELEV.-3.3 u_I i /� FED ^ 1�4
ERODED AREA . ' \ \ — — — — —' � _ _ _ _ .� � /..-1• � BOTTOM OF EMBANKMENT / '
11-2012
10'0 \ —4�
BOULDER / • • • �_ Ju';it',Uiu �;ti;i
END OF ' • �-� _ N
ERODED AREA
\ MEAN HIGH WATER UNE(M
\APPROXIMATE TOE OF ELEV.-2.72.78 I S
PROPOSED REVETMENT NOTES
II —
1.) "EROSION CONTROL PLAN PREPARED FOR HAY HARBOR GOLF CLUB, INC.
BEACH AVENUE FISHERS ISLAND, NEW YORK, SECOND HOLE" DATE 12-14-2007
REVISED 02-05-2008 SCALE: 1" = 30 FT. SHEET 1 OF 3. BY CME ASSOCIATES
ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. CME PROJECT #2007845
2.) "COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD SUFFOLK
COUNTY, NY" PHOTO NO. 40-1181-83 SHEET 37 -FI OF 49 DATED: 8/29/88
SCALE: 1"=200' APPROX. REVISED 10-28-91.
B L O C K
QUALITY CONTROL
CERTIFICATION
GROUP REVIEWED DATE
PROJECT MANAGER
lo
SURVEY
,t ,
ENVIRONMENTAL
CIVIL
7
STRUCTURAL
ARCHITECTURAL
GENERAL NOTES:
1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS. MAINTAIN A MINIMUM OF 12 INCH OVERLAP AT ADJACENT
SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT
RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL.
2.) ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, FREE
FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT WOULD INCREASE
DETERIORATION FROM THE ENVIRONMENT OR CAUSE BREAKING DURING HANDLING
AND PLACEMENT.
3.) FILTER STONE SHALL BE 3 INCH DIAMETER NOMINAL SIZE UNLESS
OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS.
4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A EVENLY
GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE UNDERLYING MATERIALS.
THE FINISHED SURFACE SHOULD BE FREE OF POCKETS OF SMALLER STONES
AND CLUSTERS OF LARGE STONES.
5.) ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT AND STONE
SLOPE TO BE LOAMED AND SEEDED. IF SEEDING OCCURS IN LATE FALL OR
WINTER TWICE THE APPLICATION RATE IS REQUIRED.
6.) ENDS OF REVETMENTS TO BE TIED INTO EXISTING GRADES OR SLOPES
CREATING AN EASTERLY OR WESTERLY FACE, ENDS OF REVETMENTS NOT TO BE
LEFT EXPOSED.
PROPERTY LINE
ABUTTERS LINE
EXISTING CONTOUR
BRUSH LINE
NOW OR FORMERLY
BOUNDARY POINT
IMAGE VIEW
LEGEND
--- 26 --
N/F
"KD
40' 20' 0 40'
GRAPHIC SCALE IN FEET
NOTES
1.) THIS SURVE`( WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED
HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO
BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE
ENGAGEMENT.
2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN
ITEM IN ANY WAY.
3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S
SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF
THE LAND SURVEYOR.
4.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000,
SECTION 9, BLOCK 12, LOT 8.1.
5.) TOTAL AREA = 44.6f ACRES.
6.) BASE FOR LEVELS: MLLW
7.) APPLICANT: HAY HARBOR GOLF CLUB
8.) PORTIONS OF THIS SITE ARE LOCATED IN FLOOD ZONE -VE ELEV.=15 AS
SHOWN ON FIRM -FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK
COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 19 OF 1026 MAP
NUMBER 36103CO019H MAP REVISED SEPT. 25, 2009.
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DATE: AUG. 13, 2013
SCALE: 1 " = 40'
PROJECT #2012854
SHEET
1 OF 3
46
44
42
40
38
36
34
32
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
DATUM. ELEV
—2.00
BRUSH &BRUSH & GRASS
EDGE OF FAIRWAY
- -- - - --
---------- -
ROUGH I TOP OF
BANK
Ir.
I
4
4
i
i I I
I
I
4
I TOP OF BANK j
" TOE OF SLOPE 3
i ERODED FACE i !
I
F BLUFF
a I
PROVIDE STONE SLOPE 2 MIN. DIA ROCKS.
PROVIDE ROLLMAX SC150 DOUBLE NET PLACE ROCKS TO PROVIDE AN INTERLOCKINGI
I_. AND SEED.
VOIDS WITH TOPSOIL
SIGN MAT OR
MASS. FILL I
STRAW/COCONUT OCONUT ERO
SIMILAR PRODUCT.:-„ (SEE NOTE 5)
f
i \
-me - - -
Nir
PROVIDE 4-6.,I. i
OF TOPSOIL
{
---------_-- _ _ ___- ----- - - - --- - ----- - - - - -. - - - -- - - -- -- - ---- ----
4..
1 (
12-2007
I
I
I
- -- - -- ---- - - .... --- - - - - -' - --------- -- ----- _..__. _..._ - -- -- --- '-------- - - - -- - --- - - - - --- _.. - - - - -- _ --------------'- - 3
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2
2
+'� I PROVIDE RIPRAP REVETMENT TO ELEV.=20f {
ABOVE ELEV.=20 PROVIDE STONE SLOPE
----------------f
c-
{ <;
t.; )7j'i PROVIDE ARMOR LAYER RIPRAP I
PROVIDE COMPACTED FILL
AS NECESSARY c r REVETMENT (SEE SIZE CHART)
`t�kti,rjrt �
S`tlr
t �
I
. irc
PROVIDE 3—e STONE FILTCRUSHED
ER LAYER
:.,
I
REMAINS OF I
�.�
t
. REVETMENT ,
yz, '-
I
ARMOR LAYER�,4
4f 7
i
APPARENT HIGH WATER LIRIPRAP REVETMENT
�- i I s3�,—_.�.� ��r��,.;; , r_ i • . �-_ � � �. (� \\t �8
ru7 • 7 ;fit- `- �- ,
------------------------------------------------_-----'------- MEAN IGH
-----------------------------------
_-------- ! 6
r..EXISTING
! i WATER LINE(M W)
--------------------� GRADE
ELEV.=2.8
a 5'±
_ 4
.d {
,
� -
�,
.. rN
j EXISTING TOE OF PROVIDE MIRAFI FW -700 GEOTEX11LE i
ERODED SLOPE FILTER FABRIC OR EQUIVALENT TYP. 1.
I i r PROVIDE 3-4" D�I�. CRUSHED
III STONE FILTER LAYER
% LESS THAN
Ln
DIMENSION
BY WEIGHT
_J..
i
— -- ..
i
----_ _ — --- ----
- -- - ---
1.33
--- _- -
i
I
CO
M
2
2
2
+'� I PROVIDE RIPRAP REVETMENT TO ELEV.=20f {
ABOVE ELEV.=20 PROVIDE STONE SLOPE
----------------f
c-
{ <;
t.; )7j'i PROVIDE ARMOR LAYER RIPRAP I
PROVIDE COMPACTED FILL
AS NECESSARY c r REVETMENT (SEE SIZE CHART)
`t�kti,rjrt �
S`tlr
t �
I
. irc
PROVIDE 3—e STONE FILTCRUSHED
ER LAYER
:.,
I
REMAINS OF I
�.�
t
. REVETMENT ,
yz, '-
I
ARMOR LAYER�,4
4f 7
i
APPARENT HIGH WATER LIRIPRAP REVETMENT
�- i I s3�,—_.�.� ��r��,.;; , r_ i • . �-_ � � �. (� \\t �8
ru7 • 7 ;fit- `- �- ,
------------------------------------------------_-----'------- MEAN IGH
-----------------------------------
_-------- ! 6
r..EXISTING
! i WATER LINE(M W)
--------------------� GRADE
ELEV.=2.8
a 5'±
_ 4
.d {
,
� -
�,
.. rN
j EXISTING TOE OF PROVIDE MIRAFI FW -700 GEOTEX11LE i
ERODED SLOPE FILTER FABRIC OR EQUIVALENT TYP. 1.
I i r PROVIDE 3-4" D�I�. CRUSHED
III STONE FILTER LAYER
0+00
GENERAL NOTES:
1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS. MAINTAIN A MINIMIUM OF 12 INCH OVERLAP AT ADJACENT
SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT
RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL.
2.) ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, FREE
FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT WOULD INCREASE
DETERIORATION FROM THE ENVIRONMENT OR CAUSE BREAKING DURING HANDLING
AND PLACEMENT.
3.) FILTER STONE SHALL BE 3 INCH DIAMETER NOMINAL SIZE UNLESS
OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS.
4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A EVENLY
GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE UNDERLYING MATERIALS.
THE FINISHED SURFACE SHOULD BE (FREE OF POCKETS OF SMALLER STONES
AND CLUSTERS OF LARGE STONES.
5.) ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT AND STONE
SLOPE TO BE LOAMED AND SEEDED. IF SEEDING OCCURS IN LATE FALL OR
WINTER TWICE THE APPLICATION RATE IS REQUIRED.
QUALITY CONTROL CERTIFICATION
GROUP REVIEWED DATE
PROJECT MAN4GER , �)
SURVEY Z,
ENVIRONMENTAL
CIVIL
STRUCTURAL
ARCHITECTURAL
ARMOR LAYER
% LESS THAN
Ln
DIMENSION
BY WEIGHT
LBS
FT.
0 (MIN.)
390
1.33
m
C6
CO
M
N
2.67
85
6140
3.34
100 (MAX.)
0+00
GENERAL NOTES:
1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS. MAINTAIN A MINIMIUM OF 12 INCH OVERLAP AT ADJACENT
SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT
RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL.
2.) ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, FREE
FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT WOULD INCREASE
DETERIORATION FROM THE ENVIRONMENT OR CAUSE BREAKING DURING HANDLING
AND PLACEMENT.
3.) FILTER STONE SHALL BE 3 INCH DIAMETER NOMINAL SIZE UNLESS
OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS.
4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A EVENLY
GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE UNDERLYING MATERIALS.
THE FINISHED SURFACE SHOULD BE (FREE OF POCKETS OF SMALLER STONES
AND CLUSTERS OF LARGE STONES.
5.) ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT AND STONE
SLOPE TO BE LOAMED AND SEEDED. IF SEEDING OCCURS IN LATE FALL OR
WINTER TWICE THE APPLICATION RATE IS REQUIRED.
QUALITY CONTROL CERTIFICATION
GROUP REVIEWED DATE
PROJECT MAN4GER , �)
SURVEY Z,
ENVIRONMENTAL
CIVIL
STRUCTURAL
ARCHITECTURAL
ARMOR LAYER
% LESS THAN
WEIGHT
DIMENSION
BY WEIGHT
LBS
FT.
0 (MIN.)
390
1.33
15
1250
1.97
50
3130
2.67
85
6140
3.34
100 (MAX.)
12520
4.23
0+50
SECTION 4
5' 2.5' 0 5'
GRAPHIC SCALE IN FEET
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SCALE: 1 " = 40'
PROJECT #2012854
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