HomeMy WebLinkAbout20201868 Ver 1_Pre-Filing Meeting Request_20201203ID#* 20201868
Version* 1
Regional Office* Wilmington Regional Office - (910) 796-7215
Reviewer List* Robb Mairs
Pre -Filing Meeting Request submitted 12/3/2020
Contact Name * Dana Lutheran
Contact Email Address* dlutheran@segi.us
Project Name* 1213 Cana Drive, Carolina Beach
Project Owner* Lester Phillips
Project County* New Hanover
Owner Address: Street Address
5315 South College Road
Address Line 2
Suite E
aty State / Province / Pegion
Wilmington NC
Postal / Zip Code Country
28584 United States
Is this a transportation project? * r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit F Modification
W Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Robb Mairs
Please give a brief project description below.
Work associated with the project will consist of removing the existing
88' length of stormwater pipe and replacing the existing inlet;
installing two sections of 24" reenforced concrete pipe (RCP), totaling
approximately 104', and one junction box; constructing a 106 LF
bulkhead, which will be straightened out, on the southern end,
removing rubble, wetland vegetation and the existing bulkhead and
backfilling with clean earthen soil. To facilitate the construction of the
bulkhead and relocation of the stormwater pipe, approximately 10
cubic yards (CY) of material will be excavated below normal high
water (NHW) and 90 CY of clean earthen soil will be discharged,
waterward of NHW. As a result, 460 SF of coastal wetlands and 154
SF of submerged bottom will be converted to upland. Approximately
30 CY of material will be excavated within the upland area of the lot.
After all this work has been completed repair work, on the pier,
gazebo and floating platform will take place. Heavy equipment, such
as an excavator, dump truck and front end loader, will be used to
complete the work. The machinery will be stored on -site, should the
need arise. Fill material will either be generated on site or obtained
from a local, approved sand pit. All unsuitable material will be
disposed of off -site at an approved landfill.
Please give a couple of dates you are available for a meeting.
Please attach the documentation you would like to have the meeting about.
1213 CANAL DR CAMA MAJOR PERMIT SITE
604.33KB
PLAN 12-3-2020.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 12/3/2020
FLOOD ZONE BOUNDARY FROM NhC
ONLINE G.I.S. � FIRM PANEL REFERENCED
THIS MAP AND FIELD SURVEY WERE MADE
'OF TI�'E EXCLUSIVE USE OF TrE PERSON,
PERSONS, OR ENTITY NAMED IN THE
CERTIFICATION HEKEON AND MAY BE USED
BY SAME FOR ANY PURPOSE REQUIRED
IN FURTHERANCE OF TTEIR (ITS) NEEDS AS
AS REGARDS TITLE, PERMITTING OR
INSURANCE REQUIREMENTS OF ANY PUBLIC,
PRIVATE OK GOVERNMENTAL AGENCY.
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----------------- I 15,E
I�
CAM P
COMPONENT A
EXIS NG 88' X 6'
FIXED IER TO BE
REPAIR D
PROPOSED 29LF OF
BULKH AD TO
CONN CT TO ADJ. Q
PROPE TY BULKHEA O
6)
PROPO�ED 134 SF
OF SUBMERGED
2
LAND/COASTAL
WETLAND EXCAVATION
& FILL
z
W ShERRILLT
LOTI GADB
53G2 PG 20G
III
LINE TABLE
LINE
LENGTH
BEARING
L I
25.G3
N0401 057"W
L2
38.71
N2 1 °5 1'3211E
L3
23.93
N20°35'35"E
L4
12.25
N 130292 1 "E
L5
4.05
N2904438"E
COMPONENT D
EXISTING 13' X 6' (78 SF)
FLOATING PLATFORM
TO BE REPAIRED
s, SAND
R2
i
I LOCATION MAP I
NOT TO SCALE
SURVEY REFERENCE
MAP BOOK 3 PAGE G7
DEED BOOK I GG3 PAGE 407
NOTE: THIS LOT IS LOCATED
IN ZONE AE (EL. 1 1) AS PER
MAP # 37203 13 100 K
COMMUNITY ID # 375347
DATED: AUGUST 28, 201 S
HARBOR LINE--------------
- — — — — — — — — — ---
1 1 15' 1
EXISTING
BOAT LIFT
• • N27030'00"E 100. 0' ,
COMPONENTC
EXISTING FIXED
10' X 12' (120 SF)
GAZEBO TO BE
REPAIRED
IER COMPONENT B
EXISTING 21' X 6' (126 SF)
2 FIXED OBSERVATION PLATFORM
TO BE REPAIRED 2
D OF EXISTING PIPE 1L 1L o
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& FILLE REMOVAL {dj¢V DELINEATED
PPBY TARA MaCPHERSON
cm
1� •�IIL� I l
1I011m
■
I
PROPO
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ED 460 SF-------
F
STAL
�
WETLA D
EXCAVATION
30' CANAA
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B2 I
I
& FILL
SETBACK
2�
88 LF
OF 16" RCP
O
N
TO BE
IREMOVEb
O
(NO E45EMENT
RECORDED) m N
C\i
PROPOSED 82
24 RC�
PROPOSED
KNOCK -OUT B
2'6" X 3'6"
L
(p C
'0 EXISTING 2 STORY
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' 20' SB
5270 '00"W 100.001
PROPOSED 22 LF 24" RCP CANAL VE 40' PUBLIC Pv'1N
00
2 C 4 Ln
/ TO'
�i EXISTING
CONCRETE PARKING
TO REMAIN
N2 7°33'02"E n 00.0Ll
V
PROPOSED BULKHEAD TO
BE LOCATED NO MORE
THAN 2' WATERWARD
OF EXISTING BULKHEAD,
FOR 77'
N/F MCIIORNEY
LOT 19A
DB 2GO5 PG 870
EXISTING 124 LF
OF BULKHEAD TO
BE REMOVED
EXISTING WRAP
AROUND DECK
TO BE REMOVED
L
�� XISTING
—� DROP INLET AVAILABLE DWELLING BUILDABLE AREA: 3517 SF TO BE REPLACED LENGTH OF SHORELINE: 100 FT
PROPOSED SUBMERGED LAND & COASTAL WETLAND FILL: 154 5F / 0.004 AC KNOCK -OUT BOX 2'6" X 3'6" AVAILABLE PLATFORM AREA: 800 5F
PROPOSED PLATFORM AREA: 324 5F
PROPOSED COASTAL WETLAND FILL: 460 5F / 0.01 AC
PROPOSED UPLAND EXCAVATION: -1260 5F / 0.03 AC LESTER PHILLIPS
EXISTING BUILT UPON AREA 1213 CANAL DRIVE
NO PROPOSED NEW BUILT UPON AREA BLOCK 22A NORTHERN SECTION OF CAROLI NA BEACH
TOWN OF CAPOLINA DEACH NEW HANOVEP COUN TY, N.C.
SHEET 1 OF 3 10/2/2020
5:ALAND PROJEC]5\CB NO 5EC B'_K 22A LOTS 17A E I bA\dvgA1 213 CANAL DR.d,wg N
30 0 15 30 GO
I INCH = 30 FEET
LI=(_7[:INJ 1 _-4, PX RICK C BRIC%TnW
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EXISTING IRON PIPE
�=
CENTERLINE
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SET IRON PIPE
0—
SURVEY NAIL
E.B. =
ENCLOSED BELOW
T AND SURVEYING, PC
4113-A OLEANDER DRIVE
WILMINGTON, N.C. 28403
PHONE: (910) 791-1500
E-MAIL: pat Caftistowsurveying.com
FIRM LICENSURE NO. C-3071