HomeMy WebLinkAbout86766A - NC WRC, RCAMA ElDREDGE & FILL NY86766 ® B C D
� ,GENERAL PERMIT Previous permit,_.
Date previous permit issued
(X New ❑ Modification [,. J Complete Reissue ❑Partial Reissue
As authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
ISA NCAC �t'L.._' jgcw Rules attached. General Permit Rules available at the following link; www.dea.nc gov/CANjAruIes
Applicant Nam Authorized Agent /
Address
�7�_ o _ Nkn,'A �rv, -e- CR f\aii d' Project Location (County): l �t Q:�.SCLYt
City 9,C,-k�eEar State C ZIP lo� Street AddreWStateRoad/Lot #(s)
►�r_
Phone # (• ► ) ++r C1 t 51 _ __ 1 1 w� t._ �La a�clir�
Email (�C'i � r � Mla S e Y\ C uk, ,1 A k k% , i5'rC1...... Subdivision
city FAA h:3�1 )07� ZIP
Affected ❑ cW K EW ( PTA ❑ ES ❑ PT5 Adj. W1.. Body 1..�! \ Q I.v CLYt -yV ^ ( 1 a %manlunk)
AEC(sj: OF11 IHA ❑ tllN n SPIMA ❑ PWS Closest (j, Wtr. Body
ORW: yes/r 6,�
Type of Project/ Activity
n 1 1 — Lv �
PNA: yes/0
MI a:
-Shoreline length
Access Length
Pier (dock) length t _ X 10 1
Fixed Platform(s)
Floating Platform(s)
Finger piers) .�
Total Platform area i
Groin length/#
Bulkhead/ Riprap length .-
Avg distance offshore
Breakwater/Sill -
i
Max distance/ length i
Basin, channel
Cubic yards
Boat ramp
Boathouse/Boatlift___ t
Beach Bulldozing
Other I
i
I
SAV
— _ __ _r _.. c _! . -W__�
observed:
yes
'
Moratorium:
yes
no
Site Photos:
no
-...
Riparian Waiver Attached:
yes
(1 '• '• r _i ' . -
�..._ ._..i.,......!
A building permit/zoning permit may be required by: C' kn WOLn cCx141
Permit Conditions
I AM AWARE OF
CONDITIONS THAT
Agent or AlpplicaroARINTED Name
Signature **Please read compliance statement on back of permit**
s)Application Fee(s) Check #/Muney Order
Permit
❑ TAR/PAM/NEUSE/BUFFER (circle one)
❑ See note on back regarding River Basin rules
❑ See additional notes/conditions on back
(Please Initial)../y1/Li
Signature
if%n.1�����3
Issuing Date Expiration Date
® North Carolina Wildlife Resources Commission
Cameron Ingram, Executive Director
October 18, 2022
cF, v F—a
Cynthia Rountree, CAMA Permit Officer
Division of Coastal Management, Elizabeth City Office pCT 14 IV
401 S. Griffin Street, Suite 300
Elizabeth City, NC 27909
D
Re: Edenhouse Bridge Boating Access Area, Chowan County
Ms. Rountree:
NCWRC is requesting approval for development related to the repairs to the Edenhouse
Bridge Boating Access Area. The original CAMA major permit number is 42-00, issued on
3/22/00. Project drawings have been attached. The following repairs will be made to the
boat ramp facility:
1. Removal of existing, damaged vinyl sheet pile groin, 140 LF. Build new vinyl sheet pile
groin, +-100 LF.
2. Removal of existing, damaged fixed dock, 140 LF. Build new concrete abutment to
accommodate new floating dock, +-80 LF.
3. The new floating dock and wall with follow the same alignment and location as the
existing dock and wall. The angled section of the existing dock (40') will not be rebuilt.
4. A 5' gap will be maintained between the new groin and the existing stone sill.
After reviewing this submittal, please let me know if you need any additional information.
Sincerely,
North Carolina Wildlife Resources Commission
i1 �
Myers Mast, PLA
Project Manager
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 27699-1720
Telephone: (919) 707-0151
Cynthia Rountree
From:
Mast, Myers
Sent:
Thursday, October 20, 2022 9:32 AM
To:
Cynthia Rountree
Subject:
FW: Screen Shot of E-Payment - CAMA General Permit - Edenhouse Bridge BAA -
Chowan County
Follow Up Flag:
Follow up
Flag Status:
Flagged
Cynthia,
I have mailed you a paper copy of the repair plans for Edenhouse Bridge as well as our cover letter requesting
development approval. Notification packages have been mailed to both adjacent riparian property owners. The
screenshot of our payment is below. Let me know if you need any additional information.
Thank you!
Myers Mast
Landscape Architect
NC Wildlife Resources Commission
Mailing Address: 1720 Mai! Service Center
Raleigh; North Carolina 27699-1720
office:919-707-0344 fi fax:919-707-0162
ncwildlife.orq
f I You
�..
From: Maldonado, Vanessa D <vanessa.maldonado-jones@ncwildlife.org>
Sent: Thursday, October 20, 2022 7:47 AM
To: Mast, Myers <ralf.mast@ncwildlife.org>
Cc: Fears, Kimberly L <kimberly.fears@ncwildlife.org>
Subject: Screen Shot of E-Payment - CAMA General Permit - Edenhouse Bridge BAA - Chowan County
Good morning,
Here is the e-payment confirmation screen shot.
1
mmams
DOCUMENT PAYMENT GENE
NEXT FUNCTION: ACTION: H
BROWSE:
------------------------------------------
------------------------------------------
PAY ENTITY 17PT VE
VEND/EMP SHORT NAME: DEQ DO
DOCUMENT DATE : 10/18/2022 PA
IND AMOUNT
SALES TAX/VAT
SALES TAX 2
SALES TAX 3
FREIGHT
ADDITIONAL COST
GROSS INVOICE
PAYMENT AMOUNT
AMOUNT PAID
PAYMENT TERMS
200.00
200.00
200.00
NET PAY IMMEDIATELY
ADJACENT RIPARIAN LANDOWNERS STATEMENT
General Statute 113-229 requires that riparian landowners with property adjoining a proposed
excavation and/or fill project be given thirty (30) days in which to comment on the project. This form allows the
adjacent riparian landowner to express either:
1) objection to the project
2) no objection to the project and the desire to waive the right to the 30-day period so that application
processing can progress more rapidly. The adjacent riparian landowner may also choose to not
sign the form at all.
am an adjacent riparian landowner and have seen a copy of
the plans submitted by The North Carolina Wildlife Resources Commission, wherein said applicant requests a
permit to excavate, fill, or otherwise alter the land or water adjacent to my property.
❑� I have no objection to the project as presently proposed and hereby waive the right of
objection as provided in G.S. 113-229.
❑ I have objections to the project as proposed and comments are attached
J
v.. c (,`r
signatur of adjacent ripari n landowner I If
Forward comments to:
Cynthia Rountree, CAMA Permit Officer
Division of Coastal Management, Elizabeth City Office
401 S. Griffin Street, Suite 300
Elizabeth City, NC 27909
%U/d y/„2 Z
date
✓ ''
0CT262022
DCM-EC
■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
a Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Arflcle Addressed to:
car , Ls. (arm
k�k'w. �sf s4
Qb 1;w 166
EJUNkv--ll nnIlNL 2'1 °132
9590 9402 7234 1284 1837 57
2. Article Number (Transfer from service tabef)
7021 2-220 0003 2952 5065
PS Form 3$11, July 2020 PSN 7530-02-000-9053
■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Coo 60� tom'
C%actt �, KC 17 SIS
VIW�IIl1I II�YII�IIIIIIINI�IIII
9590 9402 7234 1284 1837 40
2. Article Number
_ 7021 2720 0003 2952
PS &i , July 2= P 7330-02-000-9053
A.
13 Agent
❑ Addressee
B. 8eceived�by {Printed Name) C. Date of Delivery
Is delivery address different from Item 1? ❑ Ye;
If YES, enter delivery address below: [j No
3. Service Type
r, Priority Mail Express@
❑ Adult signature
❑ Registered Mall-
0 Adult Signature Restricted Delivery
0 Registered Mail Restricted
❑ Certified Mail®
Delivery
O Certified Mall Restricted Dehvery
D Signature Confirmation-
0 Collect oo Delivery
ID Signature Continuation
❑ Colect on Delivery Restricted Delivery
Restricted Delivery
---- 7 Mail
J Mall Restricted Delivery
500)
Domestic Return Receipt
W-A -., (.
AeceiveQ by (Printed Name)
D. Is delivery address different from ReM
If YES, enter delivery address below:
�ent
❑ Addressee
late of Cie6very
0 No
3. Service Type
❑ hrionty Mail Express®
❑ Adult Signature
O Registered MaH—
❑ Adult Signature Restricted Delivery
❑ Registered Mah Restricted
❑ Certified Mal@
Delivery
❑ Certified Mail Restricled Delivery
❑ Signature Confirmation-
0 Collect on Delivery
0 Signature Confirmation
I0
Collect on Delivery Restncted Delivery
rl r.......+ . ,..:,
Restricted Delivery
5089 3astricted DeiNury
RECEIVEL
No 0 1 ZOZZ
DCM-EC
Domestic Return Receipt
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
R (919) 7070 50 FAX 919) 707 01621720 RED` E' "° D
OCi 2 4 2022
PROJECT DCM-EC
EDENHOUSE BRIDGE BOATING ACCESS AREA
DOCK REPAIRS
CHOWAN COUNTY, NC VICINTY MAP
0
PERMIT DRAWINGS
05/05/21
SHEETINDEX
CD-1.0 EXISTING CONDITIONS
CD-2.0 LAYOUT PLAN
CD-3.0 DETAILS
CD-4.0 DETAILS
Cypress - ' EXISTING
o j BULKHEAD
Cypress o EXISTING FIXED , 1
DOCK &
BULKHEAD i
cypress
EXISTING
FLOAANG DOCK 1_ j
Ex
Q
_4_3_'-
FIXED DOCK
SHEET PILE GROIN.
J
MINOR DAMAGES TO
BULKHEAD AND DOCK
TO BE REPAIRED IN
PLACE
Ex.Asphae Pavement
/ �� card vdm a, uaw spy.
Oea (aMl�l W\D aH21n �1 �, _.
J' e.a�erswu wee i�z;zi�.'uvum
2x. 3mP
EXISTING PARKING
BOTH DAMAGED !
BEYOND REPAIR,
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EXISTING
I
STONE SILL \ l 1\ \ \ Ex. Asphan Pavement
\
NOT RELEASED FOR CONSTRUCTION
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IDcM-EG
30 0 30 60 90
Scale 1" = 30'
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5-05-2021
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NOT RELEASED FOR CONSTRUCTION
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(4) NCWRC SUPPLIED _-
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FLOATING DOCK ` __
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DAMAGED DOCK, PILINGS, SECT70NS 8 X20'
AND VINYL GROIN TO BE j� Control Point - Ex. USCS Spike
REMOVED EX FII Ex• Ram CORS (4-20-21) - NAD 83(2011) ,,,
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98, OCT 2 4 2012
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NEW 8'X8' CONCRETE
VINYL SHEET PILE
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ABUTMENT AND
GROIN. TOP OF p EC
WALL EL,J..5, 9 SIDEWALK. MATCH DCM-
TO EXISTING CONCRETE9
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CD-2.0
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Scale 1" = 20'
NOT RELEASED FOR CONSTRUCTION
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I" x Is" GALv. AMBER eoLr WITH
q
f
NEW YORK DOCK WASHER AND NUT 4X6 TIMBER WALER
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3/8" x Y2" HDG CARRIAGE HEAD
BOLT WITH FLAT WASHER AND HEX
VINYL SHEETPILE 4X6 TIMBER WALER 2X6 TIMBER DECKING
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/ HEAD NUT 1
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FOR ENTIRE LENGTH
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LAP JOINT IN
4x6 WALER VINYL SHEETPILE \ I
OF VINYL GROIN
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\
STEEL LAG SCREW WITH 318" HOT ; -----TIMBER PILE
4X6 TIMBER WALER
DIPPED c4LV. STEEL FLAT WASHER MIN. 8" TlP DIAMETER
f� 'R
NOTE
W
1 "GALVANIZED
COUNTERSINK BOLT
/8x3" COARSE THREAD COATED
TIMBER BOLT INTO TIM8ER PILE
SQUARE HEAD DECK SCREWS TO BE
USED TO CONNECT CAP BOARDS TO
0-1BREAKWATER
(MIN. 4 PER BOARD).
SCREWS TO BE HOT DIPPED
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Q
NOTE:
GALVANIZED OR STAINLESS STEEL
I" x 30" GALV TIMBER BOLT WITH NEW YORK
3-0111SHEET
3"0 DOCK WASHER AND NUT THROUGH TWO PILESVINYL SHEETPILE GROIN
INYL SHEETPILE GROIN -CAP BOARDS
AT THE END OF VINYL cRolNNOT
J�5NEET
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U
TO SCALE
m
4X6 TIMBER WALER
CAP BOARD
W
TOP OF BREAKWATER
ELEV. = 3.5
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I" GALV. TIMBER BOLT
LLJ
~
WITH NEW YORK DOCK
WASHER AND NUT
4XTIMBER WALER
fi
TOM ELEV. = 1.0
BOTTOM
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FLOATING DOCK
=
8" TIP TIMBER PILE
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2
RIP -RAP BASE
ACT
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CONCRETE RAMP
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VINYL SHEETPILE
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NOTES:
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1. TIMBER PILES TO HAVE MIN. 8" TIP DIAMETER.
2. PILES TO BE DRIVEN TIP DOWN.
File Name
etlippeOau.Mp
Survn'ynLL Ck
unaiyiwe kMM
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m m
3/SHEET 3.0
VINYL SHEETPILE GROIN
_ _ -- _
i TO SCALE
PROFILE
Sheet No
CD-3.0
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8.0'
— #4 BARS 0 12" O.C.
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NOT RELEASED FOR CONSTRUCTION
RECEIVED
OCT 2 4 ton
L)CM-EL
/4" HT REBAR CHAIR
WITH BASE - 2'
MAX. SPACING (TYP.) NOTES.
1.
ALL REINFORCEMENT, FORM WORK, CONCRETE PLACEMENT, AND CURING PRACTICES
SHALL CONFORM TO ACI-318-11 BUILDING CODES FOR STRUCTURAL CONCRETE.
READY MIX CONCRETE SHALL MEET ASTM-C94 SPECIFICATION. REINFORCING STEEL
SHALL BE GRADE-60 MEETING ASTM-A615 SPECIFICATIONS.
2.
ABUTMENT BASE MUST BE LEVEL BEFORE PLACING FORMS AND REINFORCING STEEL.
J.
MAINTAIN MIN. 3" CLEARANCE BETWEEN REINFORCING STEEL AND INSIDE OF FORMS AND
2" CLEARANCE BETWEEN TOP OF STEEL AND TOP SURFACE OF CONCRETE.
4.
TIE STEEL USING SIMPLE WIRE TIE CONNECTIONS AT EACH INTERSECTION.
5.
SUPPORT REBAR CAGE USING 4" HT REBAR CHAIRS ATTACHED TO STIRRUPS AT 2'
MAX. SPACING.
6.
INSTALL ALL ANCHOR BOLTS FOR PIANO HINGE AND SAFETY CHAIN THROUGH
PREDRILLED HOLES IN FORM WORK. SECURE WITH WASHERS AND NUTS TO OUTER
FACE OF FORM. TIE BOLTS TO REBAR CAGE.
7
BLOCK OUT AS NECESSARY FOR PIANO HINGE.
A 8.
J
USE VIBRATOR TO CONSOLIDATE CONCRETE AND ELIMINATE VOIDS IN CORNERS AND
AROUND EMBEDOED OBJECTS.
9.
READY MIX CONCRETE SHALL BE 4,500 PSI NCDOT CLASS AA FITH FIBER AND 4"
SLUMP.
Y4" DIA. X 18 ✓ HOG ANCHOR BOLTS
(TYP.). SET IN PREDRILLED FORM HOLES
WITH 1-Y4" OF THREAD EXPOSED PAST
OUTSIDE OF FORM AND TIED TO REBAR
CAGE
PLAN VIEW
8.0'
WOODED FORM WORK 4
!)
11
#4 BARS 0 12" O.C.
,:1
91"
#4 STIRRUPS 0 12" O.C.
2" MIN. CLEARANCE
BETWEEN TOP OF
STEEt AND SURFACE
i
_L OF CONCRETE
N Y.�
1 �n
#4 BARS 0 12" O.C.
r" 16' LAP JOINT
•r-\WOODEN
4' HT. REBAR CHAIR WITH SIMPLE TIES'
ANCHOR BOLTS (TYP.)
/4 BAR SUPPORT
SAFETY CHAIN
WITHBASE-7MAX.
/4 BAR SUPPORT
FORM
WORK (TYP.)
FOR ANCHOR BOLTS
ANCHOR BOLT
SPACING(TYP.)
FOR ANCHOR BOLTS
SECTION A
—A
SECTION B—B
11fMa" 4.0
ONCRETE ABUTMENT
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