20090427 Ver 2_CAMA Application_20091117

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
November 16, 2009 2 0 ??
V
NO V 1 7 2009
TO: Cyndi Karoly-DWQ-Raleigh DENR-WATER p)AuTy
WETLANDS AND STORMWAIER VANCH
FROM: Daniel Govoni
Asst. Major Permits Processing Coordinator
SUBJECT: Modification request to CAMA/DREDGE & FILL Permit Application Review
Applicant: Carl Spruill
Project Location: 73 Watefront Road off SR 1234 at Taylor's Beach on Albermarle Sound near
Columbia in Tyrell County
Proposed Project: Please see attached Memorandum from Kelly Spivey.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by 06/10/2009. If you have any questions regarding the proposed project, please contact
Jonathan Howell at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone]', FAX: [phone] Internet: www.nccoastalmanagement.net
DATE
An Equal Opponunity Affirmative Action Employer
NorthCarolina
Naturallil
MEMORANDUM
TO: Doug Huggett ? , ,:
THROUGH: David Moye .,_ `
FROM: Kelly Spivey,?'
DATE: 29 October 2009
SUBJECT: Carl Spruill
Columbia, Tyrrell County
Albemarle Sound
CAMA Major Permit Application

? r
Hood Richardson, PA, on behalf of Mr. Henry Carl Spruill has submitted a Major CAMA
and State Dredge and Fill permit application for development at 73 Waterfront Road off SR 1234 at
Taylor's Beach on the Albemarle Sound near Columbia in Tyrrell County, North Carolina.
As a result of on-site meetings with owner Mr. Henry Carl Spruill, Division of Coastal
Management Director Jim Gregson, and employees David Moye, Kelly Spivey, and former Division
of Water Quality employee Kyle Barnes, Mr. Spruill has modified his CAMA Major Permit
application. The original application placed the alignment of the new bulkhead an average ± 11' and a
maximum distance of ±22' waterward of the existing bulkhead. The modified application would
place the new bulkhead ±2' waterward of the existing bulkhead with rip rap ±8' waterward of the
new bulkhead. The applicant also proposes to dampen the angle of attachment to the existing
bulkhead protecting the property on the west side. In addition Mr. Spruill proposes to construct a
±12' wide by ±100' long rip rap breakwater at the location of the old wood breakwater on the
upstream (west) side. The breakwater will have a ±10' opening halfway the total length. A ±12' by
±20' long rip rap breakwater baffle will be placed f10' landward of the breakwater opening. As a
result of the proposed rip rap breakwater the number 6 wet slip has been relocated to the downstream
(east) side of the pier
Mr. David Moye discussed this option and was given a verbal agreement from both Al
Hodge, Division of Water Quality and Sara Winslow, Division of Marine Fisheries. I have attached
the formal application modification which includes form DCM MP-2 and updated plats dated 29
September 2009 reflecting the proposed changes. I have provided multiple copies of the plat in order
for a limited circulation.
Attachments
NARRATIVE
HENRY CARL SPRUILL
MAJOR CAMA PERMIT APPLICATION
TYRRELL COUNTY
February 22, 2008
REVISED APPLICATION OCTOBER 17, 2009
Mr. Spruill proposes to increase the size of his pier deck to the maximum 812 feet allowed (based on
203 feet of shoreline) and to install a jet ski lift, two boat lifts and three boat slips. Mr. Spruill owns two
boats himself which would be kept on the lifts. The three boat slips are to accommodate week end guests
and visiting friends.
The Spruill lots front on the Albemarle Sound. Long fetches (several miles) of open water create a high
energy environment in which the long term storing of boats must be done on lifts. This high energy
environment causes a high maintenance expense on bulkheads.
In addition to the above Mr. Spruill desires to repair the existing rapidly deteriorating wood portion of
his bulkhead with a 45 degree angle connecting to the Helms bulk head. In order to fitrther deal with
bulkhead maintenance and over wash problems Mr Spruill proposes to raise the new bulkhead about two
feet and place stone rip rap in front.
There is a wood breakwater (shown on the plans) that has been in place for more than 30 years. This
break water presently provides substantial protection to the bulkhead. However, this break water is rapidly
deteriorating and when gone (in about two years) will allow a very harsh, high energy and destructive
environment (operating with a Bay of Fundy effect) to pound the new bulkhead. Mr. Spruill proposes to
replace this breakwater with a 12 foot wide (at the base) sill running with the existing wood break water.
This sill will be constructed from concrete slabs approximately one foot thick, 3 to 4 feet wide and about 8
feet long. The pre cast concrete core will be covered with granite rip rap as an energy absorber.
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
NLW Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(
or Breakwater shoreline
NWL stabilization
Length 25 110
Width 15 12
Avg. Existing

Depth NA NA
Final Project

Depth NA NA
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
12. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
?Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
252-80 8-2808 - e?8884 AS v vs? n?c Ffnan n w revis ; 1212£/06
For CM P-2 (Excavation and Fits, fags 2 of 2)
a. Type of shoreline stabilization: b. Length: 235 FEET OF VINYL OR STEEL BULKHEAD
OBulkhead ®Riprap ®Brea kwater/Sill EOther: rain, Width: STONE RIP RAP 8 FEET
c. Average distance waterward of NHW or NWL: 2 FEET FOR THE d. Maximum distance waterward of NHW or NWL: STONE RIP RAP
BULKHEAD AND 8 FEET FOR THE RIP RAP. THE SILL 9 FEET, 3 feet for the bulkhead (nwl).
AVERAGES ABOUT 65 FEET FROM THE NEW BULKHEAD.
e. Type of stabilization material: f
235 FEET OF VINYL OR STEEL SHEET PILING AND 235 FEET
OF STONE RIP RAP. 110 feet of precast concrete and granite rip
rap for the sill. 25 foot long stone rip rap groin.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 450 Riprap 2000
Breakwater/Sill 1320 Other 375 groin
i. Source of fill material.
OFF SITE
(i) Has there been shoreline erosion during preceding 12
months?
?Yes ®No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
N/A
h. Type of fill material.
GRANITE RIP RAP, PRECAST CONCRETE SLABS AND
GRANULAR SOIL FILL BEHIND THE BULKHEAD.
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW)
If yes,
(ii) Amount of material to be placed in the water NONE
(iii) Dimensions of fill area '
(iv) Purpose of fill
200 BY 40 FEET. 600 CUBIC YARDS OF FILL DIRT TO
RAISE ELEVATION OF YARD TO TOP OF BULKHEAD.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
BUILD BULKHEAD FIRST, SLOPE FILL SURVACE AWAY FROM BACK HOE, PILE DRIVER, TRUCKS, BARGE.
BULKHEAD.
G. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes ®No ?NA site? ?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
N/A environmental impacts.
N/A
OCTOBER 19, 2009
plicant Name
HENRY CARL SPRUILL
Project
HENRY CARL SPRUILL
plicant Sig
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