HomeMy WebLinkAbout20180869 Ver 1_CAMA Application_20180620Coastal Management
ENVIRONMENTAL QUALITY
June 15, 2018
MEMORANDUM
TO:
JUN 2 0 2018
ROY COOPER
Governor
MICHAEL S. REGAN
----I Secretary
TON C. DAVIS
I Areclor
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
FROM: Doug Huggett, Major Permits Coordinator
c/o Gregg Bodnar, Assistant Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Casey Cameron
Project Location: 154 Chantilly Road, Camden County
Proposed Project: construct a bulkhead 2'waterward of the remnant bulkhead, fill 404
wetlands, construct a single-family residence with a driveway and septic
system.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 07/06/18 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252-247-3330).
If you have any questions regarding the proposed project, please contact Lynn Mathis at (252)
264-3901. 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 DATE
,-'Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
401 S. Griffin St., Ste 300 1 Elizabeth City, NC 27909
252-264-39011252-331-2951[fax]
61
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Casey Cameron
2. LOCATION OF PROJECT SITE: 154 Chantilly Road (SR 1138), Camden, North Carolina
Photo Index: 2006: 2170-7758 J 12 and K 12
Latitude: 976 Longitude: 76°10'24.92" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit: April 4, 2018
Was Applicant Present: No
5. PROCESSING PROCEDURE: Application Received Complete: June 6, 2018
Office: Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Camden County
LUP Land Classification: Residential 2
(B) AEC(s) Involved: PTA, EW, & ES
(C) Water Dependent: Yes and No
(D) Intended Use: Private
(E) Wastewater Treatment: Existing: None
Planned: Septic
(F) Type of Structures: Existing: Remnant Bulkhead
Planned: New bulkhead, dwelling, concrete drive, and septic system
(G) Estimated Annual Rate of Erosion: < 1 foot per year
7 WARITAT nP.0ZrRIPT1nN• C.RADF FILL SHADE
(A) Shallow Water Bottom: EW & PTW
2,976sf
(B) High Ground: ES
11,337sf
4,860sf
504sf
(C) Wetlands: 404
4,703sf
(D) Total Area Disturbed: 24,380 Square Feet .56 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes the following development on his property: 1) construct a
bulkhead 2' waterward of the remnant bulkhead alignment and normal water level, 2) fill 404 wetlands, 3)
construct a concrete drive and culvert, 4) install a septic system, and, 5) construct a dwelling.
Casey Cameron
Field Investigation Report
Page 2
Project Setting
The property in question is a 2.52 -acre waterfront lot located at 154 Chantilly Road (SR 1138), in Camden
County, on the Pasquotank River. Mr. Cameron purchased the property from the Estate of Ruth Burgess,
whose remaining property abuts his lot on the west side of a man -man canal. The entirety of the man-made
canal falls within the Burgess property as shown on the enclosed survey by Elmo Williams. Bulkheads on both
side of the canal are in poor condition with a number of breaches adjacent to the Cameron property. Ruth
Burgess' Estate has granted authorization to Mr. Cameron to apply for a permit to replace the bulkhead on the
side abutting his property. The property consists of approximately 518' of shoreline abutting both the
Pasquotank River and the man-made canal. Except for a -483' remnant bulkhead and a small remnant brick
foundation (on the western corner of the property near the water), the property is vacant. There is remnant
wiring and tree mounted light fixture that indicates that there may have been a structure on the property many
years ago.
According to the Camden County Land Use Plan the property is zoned Residential 2. Adjacent land uses
include a residence to the west, a residence to the north across the road (SR 1138), a nearby water treatment
plant and a Shriners Club at the end of the road, approximately 700' southeast.
The applicant's property is low with an elevation between V and 2' above NWL, and is in a designated AE flood
zone. There are approximately 1.89 acres of delineated 404 on the applicant's property, and no Coastal
Wetlands. Vegetation on the property includes, but is not limited to, arrowhead (Sagittaria latifolia), soft rush
(Juncus effuses), pennywort (Hydrocotyle umbellate), beargrass (Yucca flaccida), wild dock (Rumex
hastatulus), poison ivy (Toxicodendron radicans), quaking grass (briza minor), knotroot bristlegrass (Setaria
geniculata), Virginia creeper (Partheacissus quionquefloia), catbrier (Smilax bona-nox), white clover (Trifolium
repens), loblolly pine (Pinus taeda), cypress (Taxodium distichum), wax myrtle (Myrica cerifera), red maple
(Acer rubrum), and mimosa (Albizia julibrissin). There are no known geologic formations, historical sites or
archaeological sites associated with the applicant's property.
Classification of the adjacent waterbody is SB from Cobb Point below the causeway to Pool Point. The waters
within the project area are "Joint" and as such are Estuarine Waters. Water depths along the remnant bulkhead
are between -1' and -2'. No submerged aquatic vegetation was found within the project area.
Development Proposal
Bulkhead/Bulkhead Replacement: The applicant, proposes to replace -483' of existing bulkhead 2'
waterward of the existing remnant alignment and extend the bulkhead an additional 35' to the applicant's
property line to the north. The proposed alignment will be an average of 7', and a maximum of 14' waterward
of normal water level, and will result in the filling of - 2,796 square feet (sf) of shallow bottom.
Wetland Fill: In facilitate the construction of a dwelling on the property the applicant is requesting authorization
to fill 4,307sf of 404 wetlands as delineated by Atlantic Environmental Consultants, Inc. The applicant's
consultant has submitted a letter requesting a price quote for non -riparian mitigation credits from The Great
Dismal Swamp Restoration Bank, LLC (see enclosed letter). The fill will allow the construction of not only the
dwelling, but a 16' wide base for an 8' wide concrete drive (landward of the Division of Coastal Management's
30' Buffer), as well as a septic system. The location of the proposed drive will bisect the wetlands leaving a
small area on the southeast side of the proposed fill road. The applicant proposes to install a 20' long x 12"
diameter pipe to maintain hydrology between the two wetlands.
f
IN
Casey Cameron
Field Investigation Report
Page 3
High Ground Disturbance: The construction of a new bulkhead, dwelling, septic system, and access drive on
the Cameron property will result in a total of 21, 404sf of land disturbance, of that 17,097 will be high ground
disturbance. The total area of impervious surface being proposed is ~4,860sf, with 2,750sf (7.24%) within the
75' Area of Environmental Concern (AEC). There is an additional 11,337sf of land disturbance anticipated in
conjunction with the driveway, septic installation and bulkhead tiebacks.
Total Land Disturbing Activity:
Proposed404 Wetland Fill: ..............................................................................................4,703sf
Proposed Impervious Lot Cover (House & Drive): ..................... 2,750sf within the 75' AEC
2,110sf outside of the AEC....... 4,860sf
Open Deck: .....................................................................................................................
s
Associated High Ground Land Disturbance: ......................................................................
.11,337sf
21,404sf
Total Fill of Shallow Water Bottom:
Bulkhead Backfill Below NWL:........................................................................................
.. 2,976s
Total Area of Proposed Impacts: ................................................................................... 24,380sf
Anticipated Impacts
1) Proposed development will result in the filling of 2,796sf of shallow water bottom.
2) The proposed development will result in the filling of 4,703sf of 404 wetlands.
3) The proposed development will result in 7.24% lot cover within 75' of the water.
4) Total associated land disturbance will be 11,337sf.
5) Installation of the bulkhead will result in a temporary increase in turbidity within surrounding waters.
6) Treated wood leaches over time in surrounding waters and sediment. The amount of leaching is
dependent on the type of organic material present in the water bottom substrate, oxygen levels and
water movement; however, it is estimated that 90% of the leaching will occur within the first 90 days.
Submitted by: Lynn Mathis
Date: June 12, 2018
PROJECT NARRATIVE
Casey Cameron
March 26, 2018
Project Description:
Received
DCC
The subject property is located at 154 Chantilly Road in Camden, Camden County,
North Carolina. The property is an undeveloped 2.52 acre lot adjacent to the
Pasquotank River.
The proposed improvements include the replacement of an existing bulkhead and the
construction of a single family residence with a portion located in the 75' Area of
Environmental Concern. In order to construct the house and driveway 4,307 square feet
of Section 404 will need to filled. The fill will provide an access driveway out of the 30'
DCM Buffer for the proposed house.
Silt fence will be installed around the perimeter of the wetland fill and stabilized with
vegetation to prevent further impacts to the existing wetlands.
Detail For The Proposed Project:
Proposed impacts within the 30' DCM Buffer:
Wooden Bulkhead Replacement ....................................... 518 linear feet
Bulkhead Backfill (Below NWL)........................................... 2,796 square feet
Proposed impacts within the 75' AEC:
House............................................................................ 750 square feet
Concrete Driveway ......................................... 2,000 square feet
Total = 2,750 square feet
Impervious Coverage Calclutations:
Existing Area in the 75' AEC .............................................37,960 square feet
Existing Lot Area.......................................................... 109,725 square feet
Proposed Impervious area in 75' AEC ...................... 2,750 square feet (7.24%)
Proposed Impervious Area ................................. 4,770 square feet (4.34%)
DCM MP -1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
Received
DCM-EC
North Carolina DIVISION OF COASTAL MANAGEMENT
?. Primary Applicant/ Landowner Information
Business Name
Business Name
Project Name (if applicable)
Atlantic Environmental Consultants, Llc
Cameron Property
MI
Applicant 1: First Name
MI
Last Name
Dorman
Casey
MI
Cameron
Last Name
Mailing Address
Applicant 2: First Name
MI
Last Name
City
State
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
1322 Lambs Grove Road
Phone No. 1
Elizabeth City
NC
ZIP
Country
Phone No.
7707 ext.
252 - 599 - 2603 ext.
FAX No.
Contractor #
27909
USA
757 - 328 — 8650 ext.
Street Address (if different from above)
Street Address (if different from above)
City
State
ZIP
154 Chantilly Road
Camden
NC
279 -
Email
recruiting@kajeinc.com
2, Agent/Contractor Information
Business Name
Atlantic Environmental Consultants, Llc
Agent/ Contractor 1: First Name
MI
Last Name
Doug
A
Dorman
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
P.O. Box 3266
Kitty Hawk
NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 -
7707 ext.
252 - 599 - 2603 ext.
FAX No.
Contractor #
252 261 7707
Street Address (if different from above)
City
State
ZIP
Email
dougdaec@gmail.com
<Form continues on back>
1252-808-2608 ., 1-886-4RCOAST .. wiwrwr.nccoastalmanagemen1.feet
Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Received Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Camden
154 Chantilly Road
518 linear feet
Subdivision Name
City
State
Zip
None
Camden
NC
27921-
Phone No.
Lot No. (s) (if many, attach additional page with list)
757 - 328 - 8650 ext.
I , , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
l �SQC JrTT
Pasquotank River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Pasquotank River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
i. Is the proposed project consistent with the applicable zoning?
Camden County
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
518 linear feet
109,725 sf
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I ,
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
3' ❑NHW or ®NWL
e.
Vegetation on tract
Loblolly Pine, Red Maple, Beach, Bald Cypress, Gum, Wax Myrtle.
f.
Man-made features and uses now on tract
Existing wooden bulkhead.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Residential properties adjacent to property.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [INA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a []Yes []No ®NA
National Register listed or eligible property?
<Form continues on next page>
3_5y-303-2808 — 1-tiff,-4PCOAST " _m� r�.rcc.oms''� �»�sa'arr��,a,t.r,�t
Form DCM MP -1 (Page 3 of 4) �eC@IVed APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? DM
®Yes []No
(ii) Are there coastal wetlands on the site? DVI E C ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None.
o. Describe existing drinking water supply source.
Public water supply
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed project includes the construction of a single family residence. In order for the existing lot to be buildable 0.10
acres of Section 404 wetlands need to be filled for the proposed house and access driveway. The existing bulkhead is failing
in several locations and will be replaced.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The proposed fill for the house and driveway will be brought in by dump truck and graded using small tractor. Prior to any fill
being placed in wetlands silt fence is to be installed at the fill limits to prevent further wetland impacts. The proposed
bulkhead replacement
d.
List all development activities you propose.
Construction of a single family residence, driveway, wastewater system and replacement of existing bulkhead.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 22,440 ®Sq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [INA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff.
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j.
Is there any mitigation proposed? ®Yes ❑No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
a52-808-2308 „ -883-4RZOAST net
Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. AdditionalInformation
In addition to this completed application form, (MP- 1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (i) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Ruth Ann Burgess Go Gordon Warden Phone No.
Address 114 Jane Lane, Elizabeth City, NC 27909
Name Pecan Farms, LLC Phone No.
Address 203 Dogwood Trail, Elizabeth City, NC 27909
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 6/4/18 Print Name _Doug Dorman, Consultant
Signature��--
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
Received
C M -EC
252-308-2603 1-383-4RCt3A37 ;,t,°ww_1;c^.aspa 12-nanag ann,-ant ,net
Received
Form DCM MP -2
EXCAVATION and FILL
DCNi-EC
(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.
1.
Access
®This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b.
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
or other wetlands (WL)? If any boxes are checked, provide the
Breakwater
shoreline
NWL)
[:]CW ❑SAV ❑SB
stabilization
Length
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
Width
DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a.
Location of disposal area.
b.
Dimensions of disposal area.
Avg. Existing
(i) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
NA
NA
❑Yes []No ❑NA
Depth
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e.
(i) Does the disposal area include any coastal wetlands/marsh
f.
(i) Does the disposal include any area in the water?
Final Project
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes []No ❑NA
NA
NA
(ii) If yes, how much water area is affected?
Depth
number of square feet affected.
[]CW ❑SAV ❑SB
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
d.
High -ground excavation in cubic yards.
(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
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2.
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?
d.
(i) Will a disposal area be available for future maintenance?
❑Yes ❑No [INA
❑Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e.
(i) Does the disposal area include any coastal wetlands/marsh
f.
(i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes []No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
[]CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
252-608-2808 ;e 1-588-4RCOAST -- wwvr.nccoast2iImanagement.net revised.- 12126/06
Form DCM MP -2 (Excavation and Pill, Page 2 of 3)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL: 7'
e. Type of stabilization material:
Wood bulkhead
g. Number of square feet of fill to be placed below water level
Bulkhead backfill 2.796 sf Riprap
Breakwater/Sill Other
i. Source of fill material.
Trucked in from local mine site.
b. Length: 518 feet
Width:
d. Maximum distance waterward of NHW or NWL: 14' max
f. (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.
Less than 1' as reviewed on Google Earth
h. Type of fill material.
Clean sand
Received
DMEC
4. OTHER FILL ACTIVITIES E] This section not applicable
(Excluding Shoreline Stabilization)
a. (i) 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
(iii) Dimensions of fill area 4.307 sf
(iv) Purpose of fill
For proposed house and access driveway
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
OWL 4,307 sf ❑None
(ii) Describe the purpose of the fill in these areas:
Fill is for proposed house and access driveway.
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)?
Sand will be brought in as needed to backfill bulkhead. Upon Backhoe, excavator, small tractor, pump, compressor.
completion of bulkhead land disturbance will be seeded to
prevent erosion of new material. Silt fence will be installed at
the wetland fill limits to prevent material from impacting
wetlands.
c. (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
environmental impacts.
6/4/18 Cameron Residence
Date Project Name
252-808-2808 : 1-8384RCOAST n a nw.nccoastaimana-gament.net revised: IZ25i06
Form DCM MP -2 (Excavation and Fill, Page 3 of 3)
Received
Authorized agent - Doug Dorman
Applicant Name
ApplicifniSignature DCM-EC
252-.808-2808:. 1-888-4RCOAST . www.accoastalman- agerne-It-ne-I revised.- IZ26106
Received
Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
DMEC
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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
b. Number of lots or parcels.
proposed.
1
One single family residence.
c. Density (give the number of residential units and the units per
d. Size of area to be graded, filled, or disturbed including roads,
acre).
ditches, etc.
1 residential unit on 2.52 acres
22,440 sf
e. If the proposed project will disturb more than one acre of land, the
f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and
to be used for impervious surfaces.
sedimentation control plan at least 30 days before land -disturbing
Concrete and gravel.
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built -upon surfaces, such as
require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways
(i) Has a site development plan been submitted to the Division of
or parking.
Water Quality for review?
7.26%.
❑Yes ®No [INA
i. Give the percentage of the entire tract to be covered by impervious
(ii) If yes, list the date submitted:
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
4.3%
j. Describe proposed method of sewage disposal.
k. Have the facilities described in Item (i) received state or local
Conventional septic system.
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the
m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/
design?
commercial effluent, "wash down" and residential discharges).
❑Yes ❑No ®NA
Surface runoff
If yes, attach appropriate documentation.
252-808-28082 :: 1-888-4RCOAST :; ori w.nccoastaimanagernen1t.net revised- 121'26i06
Form DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public System
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded? p. If proposed development is a subdivision, will additional utilities be
unknown installed for this upland development?
❑Yes ❑No ®NA
6/4/2018
Date Received
Cameron Residence
Project Name
Casey Cameron
Applicant Name C t tI1�/�
-E C
Agent Doug Dorman
AppllcaDt Signature
f
252-808-2808 : 1-838-44RCOASi ,,asvised, 12126'-3£
MAJOR PERMIT FEE MATRIX
Aaalicant•
Selection
Development Type
Fee
DCM %
(143001601 4351000931625 6253)
DWI %
(243001602 435100095 2341)
El
I. Private, non-commercial
development that does not
involve the filling or
$250
100%($250)
0%($0)
excavation of any wetlands
oro en water areas:
II. Public or commercial
development that does not
involve the filling or
$400
100%($400)
0%($0)
excavation of any wetlands
oro en water areas:
Major Modification to a
CAMA Maior permit
$250
100%($250)
0%($0)
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C. or D below applies:
III(A). Private, non-
commercial development, if
General Water Quality
$250
100%($250)
0%($0)
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
development, if General
Water Quality Certification
$400
100% ($400)
0% ($0)
Ej
No. 4097 (See attached)
can be applied:
Ej
III(C). If General Water
Quality Certification No.
4097 (see attached) could
be applied, but DCM staff
determined that additional
$400
60%($240)
40%($160)
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
4097 (see attached) cannot
$400
60%($240)
40%($160)
be applied:
IV. For development that
involves the filling and/or
excavation of more than
$475
60%($285) 40%($190)
one acre of wetlands and/or
open water areas:
'19
Yw
I PASQUOTANK RIVER
/-
SITE(/_
PASQUOTANK RIVER
LEGEND
\ FtP� X221' h
co
<y /
n ) /
5 /
N IN
_ N
WETLANDS = 82,315 SF (1.89 AC)
UPLANDS = 27,410 SF (0.63 AC)
L AREA 109,725 SF (2.52 TL7
AREA WITHIN CAMA AEC = 37,960 SF
PROPOSED AEC COVERAGE = 2,750 SF
(7.24%)
— PROPOSED WETLAND IMPACTS 4,307 SF (0.10 AC)
— PROPOSED BULKHEAD BACKFILL 2,796 SF
— — 30' DCM BUFFER LINE
75' AEC LINE/THS
� 1
- - - - - 404 WETLAND LIN
AL
\ -S.Oi - EXISTING WATER DAL
_ 1
AL m . S15' 55' 36"E68.60'AL A __ELECTRIC N/F PROPOSED CULVERT / �ANSFORMERPECAN FARMS LLCAL(UNKNOWN REFERENCE)20' HDPE, 1' DIA. /S13' 00' 57"EI
NCE TO BE INSTALLED AROUND h�19.03'
RIMETER OF WETLAND FILL A,WETLAN 7 SF) A, / All,
N /F AIL
11
ROBERT LUTHER \ ) A` AL A -0. -1.0' I X-3 \
D.B. 86, PG. 843 0;
AL PROPO D BULKHEAD
,L QFC' AkL RETURN (5') r,
\ YL o° \ 000
_ \\� �.AL ROPOSEDsz / � —0.6 PROPOSED ACKFILL
. ` HOUSE (59 SF)
PROPOSED BULKHEAD DECK j BUR
RETURN (5') RUTH ANN BURGESS, ETAL
_ 09 50' SEPTIC SETBACK / D.B. 317, PG. 477
\ PROPOSED BULKHEAD
PROPOSED BACKFILL 30' CAMA BUFFER
(221 SF) _1 A
EXISTING WOOD BULKHEAD
PROPOSED BACKFILi
TO BE REPLACED L -z 6'z \
(1,480 SF) \
PROPOSED BULKHEAD
PASQUOTANK RIVER \
C A M A MAJOR SITE PLAN Date Received:
6/11/2018
CASEY CAMERON
����-E� Page 1 of 2
CAMDEN — CAMDEN COUNTY — NORTH CAROLINA
30' °' 60 120 '$° ,4 rZOT/C ENS/RON�11EN1,4L CONSULTANTS, LLC
GRAPHIC SCALE 1"= 60' P. 0. 90X 3266, K/TTY H,4/9IK, N. C. 27949
(252)261-7707, e -moi/ dougdoec®gmoi/. com
DATE: 3/23/18 REVISED: 5/18/18, 6/4/18 FILE: CAMERON DRAWN BY: DAD
M
m
M
N0C
jcl
AL
C
-0N
3
ap
r I
�^
0
r
A,
?^ry
N
(i
C/)
�
Q I
Co
O
I
�
IJ
J
N
1
J 1
�
�
Q
2
,I�
o
U I
N
1
404 WETLANDS
QD
1
75' AEC LINE/THS
� 1
- - - - - 404 WETLAND LIN
AL
\ -S.Oi - EXISTING WATER DAL
_ 1
AL m . S15' 55' 36"E68.60'AL A __ELECTRIC N/F PROPOSED CULVERT / �ANSFORMERPECAN FARMS LLCAL(UNKNOWN REFERENCE)20' HDPE, 1' DIA. /S13' 00' 57"EI
NCE TO BE INSTALLED AROUND h�19.03'
RIMETER OF WETLAND FILL A,WETLAN 7 SF) A, / All,
N /F AIL
11
ROBERT LUTHER \ ) A` AL A -0. -1.0' I X-3 \
D.B. 86, PG. 843 0;
AL PROPO D BULKHEAD
,L QFC' AkL RETURN (5') r,
\ YL o° \ 000
_ \\� �.AL ROPOSEDsz / � —0.6 PROPOSED ACKFILL
. ` HOUSE (59 SF)
PROPOSED BULKHEAD DECK j BUR
RETURN (5') RUTH ANN BURGESS, ETAL
_ 09 50' SEPTIC SETBACK / D.B. 317, PG. 477
\ PROPOSED BULKHEAD
PROPOSED BACKFILL 30' CAMA BUFFER
(221 SF) _1 A
EXISTING WOOD BULKHEAD
PROPOSED BACKFILi
TO BE REPLACED L -z 6'z \
(1,480 SF) \
PROPOSED BULKHEAD
PASQUOTANK RIVER \
C A M A MAJOR SITE PLAN Date Received:
6/11/2018
CASEY CAMERON
����-E� Page 1 of 2
CAMDEN — CAMDEN COUNTY — NORTH CAROLINA
30' °' 60 120 '$° ,4 rZOT/C ENS/RON�11EN1,4L CONSULTANTS, LLC
GRAPHIC SCALE 1"= 60' P. 0. 90X 3266, K/TTY H,4/9IK, N. C. 27949
(252)261-7707, e -moi/ dougdoec®gmoi/. com
DATE: 3/23/18 REVISED: 5/18/18, 6/4/18 FILE: CAMERON DRAWN BY: DAD
CAMA MAJOR SITE PLAN Date Received:
6/11/2018
CASEY CAMERON
Page 1 of 2
CAMDEN — CAMDEN COUNTY — NORTH CAROLINA
30' ° 60' 120 180,rkrZOT/C fM11,,'ON41,rN,4L CONSM rW7S, LLC
GRAPHIC SCALE 1"= 60' P. 0. 9OX 3266, K/TTY H,4WK, N. C. 2790
(252)261-7707, e -moi/ dougdoec®gmo/% com
DATE: 3/23/18 REVISED: 5/18/18, 6/4/18 FILE: CAMERON DRAWN BY: DAD
'0 ct. /
PASOUOTANK RIVER
\ =O 1
N
N
M
M S
SITE_
D o
a I
tip
I
CL.
O
c�4
PASOUOTANK RIVER
N
3
a ��r
00
VICINITY MAP
�^
0 r
WETLANDS = 82,315 SF (1.89 AC)
ti A
2�
W
UPLANDS = 27,410 SF (0.63 AC)
'�
1
TOTAL AREA_
AL
Q 1
AREA WITHIN CAMA AEC = 37,960 SF
�
I
PROPOSED AEC COVERAGE = 2,750 SF
rt
N
J
(7.24%)
1
N J 1
LEGEND
AL
m z
— PROPOSED WETLAND IMPACTS 4,307 SF (0.10 AC)
ALQ
AL _ I
— PROPOSED BULKHEAD BACKFILL 2,796 SF
AL o U 1
N 1
— — 30' DCM BUFFER LINE
404 WETLANDS Q0 1
\ — 75' AEC LINEAk
\
AL \
— — — — — 404 WETLAND LINE
EXISTING WATER DEPTHS
AL
r Ak_ _ i
S15' 55' 36"EI
�.
68.60'
\
\ A'`
N/F
_
_—ELECTRIC \
-TRANSFORMER �� \
PECAN FARMS LLC p� r►
\
PROPOSED CULVERT / A,
(UNKNOWN REFERENCE) �a
20' HDPE, 1' DIA. / AL
S13' 00' 57"EI
\
y0 AL SILT FENCE TO BE INSTALLED AROUND g� ��
/ AL
19.03'
\
? PERIMETER OF WETLAND
FILL /
PROPOSED WETLAN
\
FILL (4,307 SF)
AL / � � P --_ — ---
—
N/F
� \
ROBERT LUTHER \ �5.� '�` '�
—0. \
\Q
D.B. 86, PG. 843 C,
,,_ —'---- \
\ AL
���� PROPO D BULKHEAD \
RETURN (5')
iva
00
AIL
u —0. —1.0' i \
_ \
AL
A,
w,�
/
\•
ROPOSEDsz
/ -0.6 PROPOSED ACKFILL
. \
HOUSE
(59 SF)
PROPOSED BULKHEAD DECK
j N/F
RETURN (5')911V
RUTH ANN BURGESS, ETAL
f/
50' SEPTIC SETBACK
/ D.B. 317, PG. 477 \
a 0.6'
/ / PROPOSED BULKHEAD \
PROPOSED BACKFILL 30' CAMA BUFFER
(221 SF)
EXISTING WOOD BULKHEAD
TO BE REPLACED PROPOSED BACKFILL
(1,480 SF)
\
PROPOSED
BULKHEAD \ /
PASQUOTANK RIVER
\
CAMA MAJOR SITE PLAN Date Received:
6/11/2018
CASEY CAMERON
Page 1 of 2
CAMDEN — CAMDEN COUNTY — NORTH CAROLINA
30' ° 60' 120 180,rkrZOT/C fM11,,'ON41,rN,4L CONSM rW7S, LLC
GRAPHIC SCALE 1"= 60' P. 0. 9OX 3266, K/TTY H,4WK, N. C. 2790
(252)261-7707, e -moi/ dougdoec®gmo/% com
DATE: 3/23/18 REVISED: 5/18/18, 6/4/18 FILE: CAMERON DRAWN BY: DAD
PROPOSED SILT INSTALLED
AT EDGE OF WETLAND FILL
ZOTNG FEMADS
32'
PROPOSED HOUSE
HOUSE & FILL CROSS SECTION B—B
N.T.S.
PROPOSED SILT INSTALLED
AT EDGE OF WETLAND FILL
4'
musn1VG WMANDS
3/4"X18' TIE RODS
10' ON CENTER W/
TURN BUCKLES
GALVANIZED
FILTER
5/8" BOLT W/ WASHER
GALVANIZED TYPICAL
SHEATHING LAPPED
OR TONGUE AND GROOVE
�3
THIS CROSS SECTION IS TO BE USED FOR
PLANNING PURPOSES ONLY.
BULKHEAD CROSS SECTION
N.T.S.
16' —
8'
DRIVEWAY
4'
DRIVEWAY CROSS SECTION C—C
N.T.S.
A7ZTNNG GRADS
-7
12' —
PROPOSED DECK
1
00
PROPOSED SILT INSTALLED
AT EDGE OF WETLAND FILL
EYls!'DVG wEnAAW
THIS CROSS SECIIUN IS IU UL U�)tu run
PLANNING PURPOSES ONLY.
BULKHEAD CROSS SECTION A—A
N.T.S.
ULKHEAD
RWARD
HEAD
CAMA MAJOR SITE PLAN
CASEY CAMERON Page 2 of 2
CAMDEN — CAMDEN COUNTY — NORTH CAROLINA
30' °' 60' 120' 180'ATL,4NT/C ENS/�'ONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1"= 60' P.O. 90,r 3266, K/TTY H,4WK, N.C. 27949
(252)261-7707, e -mall dougdoec®gmoil.com
DATE: 3/23/18 REVISED: 6/4/18 FILE: CAMERON DRAWN BY: DAD