20141079 Ver 2_CAMA Application_20170210

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ENVIRONMENTAi 041TY
February 8, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
acl�'io��
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Karen ,Higgins
Division of Water Resources
Gregg Bodnar
Major Permits Processing Coordinator
ROY COOPER.
Governor
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REGA
MICHAEL S: L-
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B.RAXTON C. DAVIS
Director
CANL /DREDGE & FILL Permit Application Review
FMB at the Grove, LLC (The Grove II) c/o Stroud Engineering
Carteret County, at 115 Atlantic Blvd., along the AB Circle area in Atlantic
Beach.
Proposes Major Mod to State Permit #51-09 to include four single family lots,
three commercial buildings with a pool.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
March 1, 2017. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting data is
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
State of North Carolina I Environmental Quality. I Coastal Management
Morehead City Office. 1 400 Commerde Averiue I Morehead City, NC 28557
252 808 2808

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: FMB at the Grove, LLC (The Grove II) C/O
Stroud Engineering
2. LOCATION OF PROJECT SITE: Located at 115 Atlantic Blvd along the AB circle
area in Atlantic Beach.
Photo Index - 2000: 40-511 grids (R-7, Q-6)
2006: 40-8086 grids (S-7, R-7)
State Plane Coordinates —Tract 2: Longitude: 76'44'15.35 Latitude: 34°41'54.25
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 1/24/17
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 12/9/2016
Application Complete- 1/9/2017
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Atlantic Beach dated certified 7/24/08
Land Classification from LUP — Commercial/Conservation
(B) AEC(s) Involved: Ocean Hazard Area
(C) Water Dependent: (no)
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Private Waste Water Treatment Plant
Planned - None
(F) Type of Structures: Existing — parking lot, gazebo, old building pad and
wooden walkways
Planned — Demolition of existing parking lot, walkways,
building pad and gazebo. The construction of four 2 -story
single family homes with pools and decks, one pile -
supported 1 -story restaurant, pool building and a 2 -story
commercial/retail building (exercise facility), festival area
as well as 8 parking spaces.
(G) Estimated Annual Rate of Erosion: 2.0'
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) High Ground N/A 72,914.95 N/A
(D) Total Area Disturbed: 72,914.95ft2
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: yes

Field Investigation Report:
FMB at the Grove
Page 02
8. PROJECT SUMMARY:
The project is being proposed as a major modification to Major Permit #51-09. The project
area is locally referred to as "The Circle" and has historically been the cornerstone of
tourism in Atlantic Beach. This area has undergone major reconstruction within the past
several years and the developer is proposing mixed use development within this area of
"The Circle". The existing major permit was originally permitted for condominium/retail
development at 115-127 Atlantic Blvd and was modified on 8/19/13 for downgrading,
material changes, and renaming the previously permitted buildings on tract 2. A second
modification was issued on 12/6/13 for the addition of spas, pools and decking for the
previously permitted 7 oceanfront lots. The applicant is proposing a similar development
along 115 Atlantic Blvd.
9. Narrative Description
The FMB at the Grove, LLC project is located at 115 Atlantic Blvd within "The Circle"
area of Atlantic Beach adjacent to the Atlantic Ocean. Tract 2 is bordered by single-family
homes and commercial buildings to the west and commercial building to the east.
The property is 72,914.95 square feet (1.7 acres) in its entirety, has a shoreline length of
420' and is an average of 7' above NHW however only 38,347.42 sf would be utilized.
Presently Tract 2 has an existing asphalt parking lot, gazebo, walkways and an old
concrete building pad. The site contains sparse patches of lawn grasses and shrubs. The
property is also void of coastal wetlands and 404 jurisdictional wetlands.
The waters of the Atlantic Ocean are classified as SB and are open to the taking of
shellfish. Atlantic Beaches' Land Use Plan classifies this area as commercial with all
AEC's classified conservation. The substrate in this area is large coarse grained sand
typical of oceans and inlets. This area has strong tidal currents and shifting sands. The
property is located within the Ocean Erodible AEC and is located in Zone VE on the
FEMA Flood Insurance Rate Map.
The long-term annual erosion rate of the property is 2.0 feet per year. The 100 -year storm
recession line for this area of Atlantic Beach is 40 feet, creating a total Ocean Erodible
Area of 160 feet. It has been determined that the existing seawall, which is located
adjacent (south) to Tract 2, is a "static vegetation line" that was determined prior to the
implementation of the current Ocean Hazard setback rules. The "static vegetation line"
was approved as part of the Brandt Island pump -out project for which the Town of
Atlantic Beach was the sand recipient and within the boundaries of a largescale beach fill
project. The existing sea-wall is the measurement line from which the total Ocean Erodible
Area (160') is measured from.
10. Project Description:
The project is located along Atlantic Blvd., adjacent to the Atlantic Ocean, in Atlantic
Beach, Carteret County. The CAMA Major Permit # 51-09 was issued on 9/28/2009, and
authorized condominium and retail development, as well as amenities along 115-127
Atlantic Blvd.

Field Investigation Report
FMB at the Grove
Page 3
The project area can be located by turning off of Highway 70 East in Morehead City
(Arendell Street) onto the on-ramp for Atlantic Beach. Follow the Atlantic Beach
Causeway to the four-way stop light intersection and continue straight thru. The project
site is to the east of the public parking/access area. Tract 2 is bordered on the east by a
business known as "The Tackle Box"..
The applicant's proposal is a development plan along 115 Atlantic Blvd. There are 4 lots
proposed on Tract 2, a commercial building (restaurant), 2 -story retail building (workout
facility), pool, pool building, parking spaces, festival area and 4 -single family homes with
pools and decks. The total land area combined is 72,914.95 square feet (1.7 acres). The
applicant states that this is a Re -development and would be issued an exclusion for a
stormwater permit. A modification to the current stormwater permit was submitted for
review on 12/2/16 (SW8 080928).
According to the applicant, the proposal to construct the mixed-use development would
result in a density of 17.4 units per acre and the total percentage of impervious coverage
for the entire tract would be 52.93%. The proposed method of sewage disposal would be
gravity flow to the existing sewer network that leads to the waste water treatment plant for
"The Grove". The drinking water supply source would be the Town of Atlantic Beach
Public Water Supply. Due to the history of stormwater flooding in this area, the applicant
proposes to drain all roof discharges toward the south, away from the street.
The four 2 -story residential homes proposed on Tract 2 would measure 25' x 40' (1,000 sf
building footprint) with 10' x 20' decks, start from the Ocean Hazard Static Vegetation
Line (60' setback) and would be a total roof height of 40' above mean sea level. They
would also have individual spas and pools located seaward of the Ocean hazard Static
Vegetation Line 60' setback but landward of the existing seawall (OH Static Veg. Line).
The decking for the pool/spa areas would be 500 square feet or less (344sf total) and
unenclosed. Each home would also have two parking spaces located below the pile
supported foundations.
The second portion of development for Tract 2 would be the construction of a festival area.
This area would measure 60' x 99' and would be located east of lots 1 and 2 and west of
lots 3 and 4. There is no impervious surface proposed within this area. There would also
be a pool (35' x 60' area which includes decking for the pool apron) located to the north of
the festival area (Springhill amenity). There would be wooden decking that completely
surrounds the (Springhill) pool as well as the proposed restaurant to the north. There are
also two decks (cosmetically attached) proposed north of the pool. One would be 3,560 sf
(structurally independent) with the other one at.2,700 sf which would comply with the 60'
Ocean Hazard Setback for structures 5,000 sf or less. The festival area begins at
approximately 17' from the existing seawall with all portions of the pool and wood
decking beginning 60' landward of the Ocean Hazard Static Vegetation Line (existing
seawall).
The final phase for Tract 2 would be the construction of the mixed use buildings located
along the north (Atlantic Blvd) side of the property. This phase of the proposal would
consist of a one-story building (restaurant) with a building footprint of 40' x 70' and
would be 30' above MSL. The majority of the building is located outside of the total AEC

Field Investigation Report
FMB at the Grove
Page 4 _
Area (160' from Ocean Hazard Static Vegetation Line {the existing seawall)) with the
exception of a 5' x 70' portion (south side of the proposed restaurant).
There are a total of 8 pervious paver parking spaces proposed along the west side and east
side of the restaurant building. They would be located a distance of 140' landward from
the existing seawall. There would also be a 2- story commercial/retail building (fitness
center) located on the northeast side of the property. It would have a footprint of 29' x 32'
and have a maximum height of 45' msl and located 160' from the existing seawall. The
final building proposed is the pool building on the north west side of the property. It would
have a building footprint of 14.68' x 27' and would be accessed by a ramp (see plans). The
building would be located a distance of 160' from the existing seawall and located outside
of the 160' total AEC area.
11. Anticipated Impacts:
Grading, filling and development of the properties would result in the disturbance of
approximately 72,914.95ft2 (1.7 acres) of high ground. The development would result in
52.93 % of impervious coverage for the entire tract. This area of Atlantic Beach is subject
to local stormwater drainage flooding and any new or net increase in impervious coverage
could contribute to the cumulative effect of ponding and additional drainage discharge. The
applicant does address this through grading, innovative stormwater design and permeable
materials. This project modification would develop four swimming pools, 1,376 sf of
wooden uncovered decks waterward of the Ocean Hazard Setback line but would be
consistent with the Coastal Resource Commission rules
Name: Heather Styron Date: 2/7/17 Morehead City

Narrative -
The Grove Oceanside
December 5, 2016
Owner:
FMB at the Grove, LLC
Fred M. Bunn, Manager
2231 Nash Street NW Suite D <<psu�arq
Wilson, NC 27896 9�`'`,N CAF1p••••,,
? R.
ro�E /p,L�•9
Engineer: = M SEAL
Ginger Y. Turner, PE #36970 38970
Stroud Engineering, P.A. '., (,�'••FN�INE�a'••'�Q
107 B Commerce Street •,, /ji •....,..•• ����•
Greenville, NC 27858Y
u�
[phone] Ext. 233 I -%%%
The Grove Oceanside is a redevelopment project located on the ocean front at the
Atlantic Beach Circle in Atlantic Beach, North Carolina. These two oceanfront parcels
have been previously developed and are being revitalized to attract visitors to the Crystal
Coast. These two tracts comprise of 1.67 acres and are owned by FMB at the Grove,
LLC.
The first line of stable vegetation was determined by the LPO of Atlantic Beach
and has been noted as the existing wall as shown on the plans. The project is permitted
for seven single family residences and six commercial buildings. This modification
request is for the development on Tract 2. It is now proposed as four single family lots
and three commercial buildings with a pool. The residential buildings will meet the
requirements to be constructed within the 60' small structure setback, while the
commercial buildings fall within the 120' large structure setback requirements. The
development will be serviced by the Town of Atlantic Beach for domestic water. Sewer
services are to be provided for all uses and gravity flow to a permitted off-site private
waste water treatment facility.
The redevelopment consists of mixed single family residential and commercial
uses, including a restaurant and pool, The single family residential structures on Tract 1
will be three -stories and these lots have been platted and several already constructed,
including the parking and drive. On Tract 2, the commercial buildings will be pile
supported with finished floor elevation meeting FEMA regulation. The buildings will be
accessed via ramp or stairs to open decking. The four single family structures will be
similar to those on Tract 1.
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Page 2 of 3
The Grove Oceanside
PM339-12
The two tracts were submitted to DWQ-Surface Water Protection Section for
review under the current redevelopment rules. Staff reviewed the plans and confirmed
that this redevelopment is "excluded" from State Stormwater permitting requirements. A
modification to Project Number SW8 080928 was submitted for express review
December 2, 2016. The existing development provides sheet flow as the only stormwater
measure, while the proposed plan provides an additional measure, pervious pavement, to
meet pre-existing impervious areas and improve water quality.
The proposed redevelopment impervious surfaces do not exceed the existing
impervious amount of 40,120.50 square feet. Pervious pavement is proposed within the
two parking areas on Tract 2. Please see the table below for existing and proposed
impervious allocations.
TRACT 1
2,880.50 SF
TRACT AREA =
34,567.76 SF
PROPOSED IMPERVIOUS
EXISTING IMPERVIOUS
2,880.50 SF
PROPOSED IMPERVIOUS
2,493 SF
BUILDINGS=
11,913 SF
DRIVE =
6,938 SF
TRACT 2
7,728 SF
CONCRETE =
8,152 SF
LOTS 1-6=
(1,288 SF/EA LOT)
DRIVE =
2,051 SF
LOT 7=
1,350 SF
SUBTOTAL=
22,116 SF
LOT 8 =
755 SF (EXISTING)
PARKING =
12,924 SF
LOT 9=
3,500 SF
CONCRETE PADS FOR BENCHES =
176 SF
SUBTOTAL=
20,271 SF
ENCROACHING BRICK BOARDWALK=
608 SF
SUBTOTAL=
20,271 SF
16'ALLEY
RIGHT OF WAY AREA =
2,880.50 SF
EXISTING IMPERVIOUS
PROPOSED IMPERVIOUS
BRICK BOARDWALK =
2,880.50 SF
CONCRETE BOARDWALK =
2,493 SF
SUBTOTAL=
2,880.50 SF
SUBTOTAL=
2,493 SF
TRACT 2
TRACT AREA =
38,347.42 SF
EXISTING IMPERVIOUS
PROPOSED IMPERVIOUS
BUILDINGS=
1,416 SF
LOTS 9A2,9A3,9B1,9B2 =
5,200 SF
PARKING =
12,924 SF
LOT 9C2 =
1,500 SF
CONCRETE PADS FOR BENCHES =
176 SF
LOT 9C1
ENCROACHING BRICK BOARDWALK=
608 SF
BUILDINGS =
4,047 SF
SUBTOTAL=
15,124 SF
POOL APRON =
1,173 SF

Page 3 of 3
The Grove Oceanside
PM339-12
TOTAL PROJECT AREA =
TOTAL EXISTING IMPERVIOUS=
TOTAL EXISTING % IMPERVIOUS =
A soils evaluation was performed by Larry Baldwin of Land Management Group
on November 22, 2016 as attached. The estimated seasonal high water table was between
36"-48" below existing grade with an infiltration rate of 30-60 in/hr.
SUBTOTAL=
5,220 SF
PERVIOUS PARKING =
560 SF
PARKING =
4,200 SF
FUTURE MISCELLANEOUS =
676 SF
SUBTOTAL=
17,356 SF
75,795.68 SF
TOTAL PROJECT AREA=
75,795.68 SF
40,120.50 SF
TOTAL PROPOSED IMPERVIOUS =
40,120 SF
52.93%
TOTAL PROPOSED % IMPERVIOUS =
52.93%
A soils evaluation was performed by Larry Baldwin of Land Management Group
on November 22, 2016 as attached. The estimated seasonal high water table was between
36"-48" below existing grade with an infiltration rate of 30-60 in/hr.

DCM MP -1
APPLICATION for
Mider DevelopmentPermit(lastr revised 12/27106) 64�� _l
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
Fmb At The Grove, Lic
Project Name (if applicable)
The Grove Oceanside
Applicant 1: First Name
Fred
MI
M
Last Name
Bunn
Agent/ Contractor 1: First Name
Applicant 2: First Name
MI
Last Name
Y
If additional applicants, please attach an additional page(s) with names fisted.
Agentf Contractor 2: First Name
Mailing Address
2231 Nash Street NW Suite D
PO Box
City
Wilson
State
NC
ZIP
27896-1786
Country
Phone No.
252 - 291 - 1092 ext.
FAX No.
252-29 1-7899
Street Address (if different from above)
City
State
ZIP
ZIP
Email
[e-mail]
Phone No. 2
2. Agent/Contractor Information
Business Name
Stroud Engineering, P.A. (Agent)
Agent/ Contractor 1: First Name
MI
Last Name
Ginger
Y
Turner
Agentf Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
107 Commerce Street, Suite B
Greenville
NC
ZIP
Phone No. 1
Phone No. 2
27858
252 - 756 - 9352 ext. 233
- ext.
FAX No.
Contractor #
252 756 2345
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
Atlantic Beach Circle 1115 04/L
State Rd. #
Carteret
l
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
NIA
Atlantic Beach
NC
28512 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 291 -1092 ext.
I I I I
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
(Attach zoning compliance certificate, if applicable)
Atlantic Ocean
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
Atlantic Ocean
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.
Town of Atlantic Beach
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq -ft-)
420 ft
72,914.95 sf
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
34,567.53 sf, 38,347.42 A
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
7.0 ®NHW or ❑NWL
e. Vegetation on tract
sparse grass
f. Man-made features and uses now on tract
Lot 1 - parking lot, single family residential, commercial lot x
Lot 2 - parking lot, gazebo, building pad, existing building
g. Identify and describe the existing land uses ad acen to the proposed project site. ` ` -
commercial businesses
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
CDD -Circle Development District
(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 [INA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does ft Involve a []Yes ®No [INA
National Register listed or eligible property?
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Form. DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? []Yes ®No
(ii) Are there coastal wetlands on the site? 0Yes ®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.
Onsite septic for existing commercial businesses and private waste water treatment facility for the proposed development
o. Describe existing drinking water supply source.
Town of Atlantic Beach provides public water
p. Describe existing storm water management or treatment systems.
Existing stormdrainage off of property on Atlantic Blvd
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Pubiic/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This application is to modify the development for Lot 2. The development proposes four single family residential lots, festival
area and three commercial buildings with decking and pool.
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.
pile driving equipment for building construction, dozers and backhoes for final grading, dump trucks for material hauling
d. List all development activities you propose.
Filling and grading, stormdrain, water and sewer, pervious paver installation, building and pool construction
e. Are the proposed activities maintenance of an existing project, new work, or both? New work/Redevelopment
It. What Is the approximate total disturbed land area resulting from the proposed project? approx 2 ❑sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area Was []No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None exist or proposed
1. Will wastewater or stormwater be discharged into a wetland? []Yes ®No [INA
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.
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
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) — (f) 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 He 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 Crabs Claw, Inc. Phone No. 252-726-8222
Address P.O. Box 3043 Atlantic Beach, NC 28512
Name FMB at the Grove, LLC Phone No. 252-291-1092
Address 2231 Nash Street NW Suite D, Wilson NC 27896
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.
DWQ - WQ0032160 - 9121/07 (gravity sewer) PWS - 07-01668 -10111107 (waterline extension)
DWQ - WO0024756 - 04/27105 CA WTF) Land Quality - Carte -2009-019 -10/24/09 (erosion control)
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 IZis-1 t c� Print Name GINGERY. TURNER, PE, STROUD ENGINEERING PA
Signature L —o, ,
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and-Go"ts
®DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
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Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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 I
a. Type and number of buildings, facilities, units or structures
proposed.
Lot 2 - (4) single family homes, pool, pool building,
restaurant and exercise facility with elevated decking
c. Density (give the number of residential units and the units per
acre).
4 units - 17.4 units/acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(1) 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: submitted 10/22/08, permitted
10/24/08
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
N/A
1. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
52.93%
j. Describe proposed method of sewage disposal.
Private wastewater treatment facility
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, Industriall
commercial effluent, "wash down" and residential discharges).
None proposed
b. Number of lots or parcels.
Lot 2 - 4 single family, festival area and 1 commercial
d. Size of area to be graded, filled, or disturbed Including roads,
ditches, etc.
approximately
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt parking lot including pervious pavers for portion of
parking
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(1) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ®NA
(ii) If yes, list the date submitted: plans submitted 10/9/08 for
exemption from DWQ for redevelopment
k. Have the facilities described in Item (1) received state or local
approval?
®Yes []No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
Was []No [INA
If yes, attach appropriate documentation.

(egad%ifia :l Fd,ir�tap��naF�aap, I.'af�, tea'i1
m. Describe proposed drinking water supply source (e.g., well, n. (I) Will water be Impounded? []Yes ®No [INA
community, public system, etc.) (ii) If yes, how many acres?
Water provided by Town of Atlantic Beach
o. When was the lot(s) platted and recorded?
n/a
12,1 C4 I &
Date
THE GROVE OCEANSIDE
Project Name
GINGER Y. TURNER, PE, STROUD ENGINEERING PA
Applicant Name y
ApplicariMignature
p. If proposed development is a subdivision, will additional utilities be
Installed for this upland development?
[]Yes []No ®NA
0 ^016
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THE GROVE OCEANSIDE
DEVELOPER:
MOREHEAD CITY o
C
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US HNL NEST::�j
US "NY 70 EAST ATLANTIC AND EAST
T� CAROLINA
jW! J RAJLROAp 100' R/N ARENpEEL SiREE
0
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iT
FMB AT THE GROVE, LLC
LEGEND
AC
- ACRE
2231 NASH STREET NW
BLDG
- BUILDING
CF
- CFEET
SUITED
CL
CENTERLINE RLINE
DB
- DEED BOOK
WILSON NC 27896-1783
DR
- DRIVE
,.
EL
ELEVATION
EIP
- EXISTNG IRON PIPE
EIR
- EXISTING RON ROD
[phone]E15
- EXISTING IRON STAKE
EDP
- EDGE OF PAVEMENT
EX
- EXISTING
FE
- FINISHED ELEVATION
FF
- FINISHED FLOOR
FT
- FEET
INV
- INVERT
LB
- POUND
LF
- LINEAR FEET
ENGINEER:
LP
MAX
- LIGHT POLE
- MAXIMUM
MIN
- MINIMUM
N/F
- NOW OR FORMERLY
STROUD ENGINEERING P.A.
NTS
OHP
-NOT TO SCALE
- OVERHEAD POWER
_
Pc
— Pace
PIN
- PROPERTY IDENTIFICATION NUMBER
107 B COMMERCE STREET
PP
R
- POWER POLE
- RE
GREENVILLE, NC 27858
RCP
ROW
- REINFORCED CONCRETE PIPE
- RIGHT OF -WAY
SF
- SQUARE FEET
SP
- SET IRON PIPE
F®�,�
c��
o
SIR
TYP
SET RON ROD
TYPICAL
,
S
[phone]
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—x^
SILT FENCE
Q
SEAQ : o
ACCESS EASEMENT
36970 r
`
jjj 1
®o.��/li°�`�.t��°°
EXISTING CONTOURS
G1 NGEV Y. TU NER, P. E. DATE
--10---
PROPOSED CONTOURS
leer�FR Y. ���0a�
00°++++r++toaoa�'��
0
LIGHT POLE/POWER POLE
INDEX
OF SHEETS:
W
OBSERVATION WELL
CEI
EXISTING CONDITIONS & DEMOLITION PLAN
PERVIOUS PAVERS
CE2
LOT 1 -EXISTING CONDITIONS & DEMOLITION
PLAN
CE3
LOT 2 -EXISTING CONDITIONS & DEMOLITION
PLAN
FO
BRICK PAVERS
CE4
SITE PLAN
1�q
CE5
LOT 1 PREVIOUSLY PERMITTED --SITE PLAN
WOOD DECKING
CE6
LOT 2 PREVIOUSLY PERMITTED -,SITE PLAN
CE7
LOT 2 PROPOSED -SITE PLAN
��
CONCRETE
CE8
GRADING & STORMWATER PLAN
CE9
LOT 1 -GRADING & STORMWATER PLAN
CE10
LOT 2 -GRADING & STORMWATER PLAN
CE11
DETAILS
CE12
CROSS SECTIONS
CE13
CROSS SECTIONS
MOREHEAD CITY o
C
Y
US HNL NEST::�j
US "NY 70 EAST ATLANTIC AND EAST
T� CAROLINA
jW! J RAJLROAp 100' R/N ARENpEEL SiREE
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_ / } /EXIS<�°ING � i�.wr O� i 1 • _ _ } { �'
'4 K°k° 1 °� / ! RETAININGE
1 b ' _ WALL TO BE
{ E } e 16D'7CL . 1 I REMOVED xN O 1
} u,7 CRt�185 CLAW. IN / /t\\ 9tie I— i I EXISTING _v maw O O / (.— _ _ _ — — — e — — — — — * — --
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I t DB 74. 6. 2. 6 b / /f /J EXISTING PARKING LOT ~ �' nOOn 1 y h
f ! ZONE CW / ♦ \\ � � �I h ( 4� c.om \ 15 0 !Po ! / TO BE REMOVED // - _p_ _ - a°* ZU" i' p llxe"
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/! ! �'- �- — — — I 2.22 _ — o°o° xey�` TRA�CT� 2
/ ✓/~PREVIOUSLY—%� %' x,. _ — / — %b9 — — - — °O *1 sryTBi / 120'SE HACK
-EX-i $S I NG a� } ' ~' 1 — g: 1 1 ` O
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WRMVTO BE REMOVED! EXISTING -AFRACT ToBEBUILDING \EXISTING\O
REMOVED q GAZEBO °O
Da BEM13VED O0
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°' ° ' o •' �e •': p e'' a .: A>�Sf �4 _ _ / \` 000 \ WILSON. NC 27896
ou7s1DE �6U7s1�%BAR ANQ b' EXISTING p \ 252-291-t r
BAR! DB AR ALK BEItOKEQ' a� " o �y O O EXISTING x CONCRETE PADS �� L f11
1r / .Q C • D • D • ..D O O \ $\
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!`. ^ e e .A w ° ' 0 11' a . ° O BE REMOVED TYPI CAL 4` - \
e. 9� 19 'b0 9 bt
4p IZ! Wall
- - , e e de) e a x° TQO L° _@ tee• s ) 3
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LEGEND sar— N la — ,
AC ACRE \\\ _ /�ti / `\... �! I 1 1 I ,
BLDG - BUILDING \\ i.� , a !'// ° I { ! t lo' /S�•33. 4i tC/L EXISTING T BLOCK ISE
- 1 /!// "\ I ! \ _ 111 / y / A �\s
CF - CUBiC FEET \`' - - - t/ {//! BEACH \ , t}} 1 f \ / / T1 .-/' _ - / / / / L / \\C! 1k l •\ 1
t 3 _ I I \ r I I / \ !, J BEACH /~ _ - ! ! { 1k l
CL - CENTERLINE Y - _
De - DEED Boat ' -A.1: , AN`� I GSA �'�' tl} ' � \ � -- ' r' `' � \7
08 AT A[�� - / / \ 1 I �__; V \
OR - DRIVE J L EXISTING SITS=. DATA m,* \�` T"IC OCFAN
EL - ELEVATTON
EIP - EXISTING IRON PIPE l • " _, - - _p - ! e
EIR - EXISTING IRON ROD "-'X�' SILT FENCE y - r �,, - / ! N
{t TRACT 1 s• / °^1 /
EIS - EXISTING IRON STAKE * - - -
y1 v 1;'3
EOP EDGE OF PAVEMENT ® i �" TRACT AREA r 34.567.76 SF - 8� + ° - - L - - eP - R IONS:
ACCESS EASEMENT o- - •" - - -•. 3 = _`' = =--e• _ gr dv'f AfRafRiuv
EX - EXISTING - -, t � 1 £Xi STING IMPERVIOUS - / Orr VtW 00Al7 00FS
FE - FINISHED ELEVATION, \ BUILDINGS o 11.913 SF
FF FIk15HEQ FLOOR - -}g- - EXISTING CONTOURS \j j. CONCRETE - 8.152 SF E JV&W W� w/W 6V
F T - FEET \ , DRIVE - 2.051 SF s Drr rtnra rrtAcr x c�tv
INV INVERT SUBTOTAL = 22.116 SF
--10— PROPOSED CONTOURS t1:fl6pB
LB - POUND y,.� 7 16'ALLEY e,0"181 #1
LF - LINEAR FEET 0 LIGHT POLE/POWER POLE \ .1 G,�R 0,, EXISTING CONDITIONS a DEMOLITION PLAN
LP - LIGHT POLE RIGHT OF WAY AREA = 2.880.50 SF 4 �v'�
MAX - MAXIMUM tJW OBSERVATION WELL EXISTING IMPERVIOUS , �� 0 ee V ,
MIN - MINIMUM -` 000, THE GROVE OCEANSIDE
MIF - NOW OR FORMERLY BRICK BOARDWALK = 2.880.50 SF o �e 2� �®
NTS - NOT TO SCALE
PERVIOUS PAVERS SUBTDTAL r 2.880.50 SF ` e� e�
OHP - OVERHEAD POWER ® TRACT 2 C -^p qT-° ATLANTIC BEACH, CARTERET COUNTY. NORTH CAROLINA
PG - PACE 0 BRICK PAVERS < o <�
PIN PROPERTY IDENTIFICATION NUMBER TRACT AREA c 38.347.42 SF ' ° CLIENT: FMB AT THE GROVE. LLC RDC EDs
PP POWER POLEADDRESS: 2231 NASH STREET NW
R - RADIUS'--'�`-1 waoD DECKING EXISTING IMPERVIOUS RAWN;
RCP - REINFORCED CONCRETE PIPE 1� I BUILDINGS 1.416 SF `e ��• "�j� o' 4� WILSON. NC 27896-1783 GYT
now - RIGHT^OF^WAY PARKING 12.924 SF e / o ^ e
$F SQUARE FEET CONCRETE CONCRETEPADSFOR BENCHES - 176 SF m1, v� °a :1Ni-(C.eee° /`� .4% PHONE: [phone] HIRED:
SIP SET IRON PIPE ENCROACHING BRICK BOARDWALK - 606 SF �p oeoe�e °® OC
SIR - SET IRON ROD SUBTOTAL - 15.124 SF �,B R Y. 'rL1� °° PROVED:
SIR TYPICAL TOTAL PROJECT AREA = 75.795.68 SF ®BBBl9@i 1884�GYT
TYPSHEET stCEl OF 13 TOTAL EXISTING IMPERVIOUS - 40.120.50 SF • ASTROUD ENtIINEERING,P.A.
PROJECT tts PM339^t2 40 20 0 40 80 GREE COMMERCE STREET
TOTAL EXISTING % IMPERVIOUS - 52.93. V�+ �"� �2/, �� G62)75 -9302N.C.8785B A 10/7/08
DESIGN FILE sae 339/339-12/PM339^12 OCEANFRONT Sw EXEMPTION 2016.09.23-d9n n^ A^ G G Y."TURNER P.E. 12681788 93b8 LICENSE NO.C-0847 1"- 40'

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OBSERVATION WELL
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FEET
PAVERS
INV -
INVERT
/
LB -
POUND
LF -
LINEAR FEET
LP -
LIGHT POLE
0:
MAXIMUM
MIN -
MINIMUM
N/F -
NOW OR FORMERLY
NTS -NOT
TO SCALE
OHP -
OVERHEAD POWER
PG -
PAGE
PIN -
PROPERTY IDENTIFICATION NUMBER
PP -
POWER POLE
R -
RADIUS
RCP -
REINFORCED CONCRETE PIPE
ROW -
RIGHT-OF-WAY
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SOUARE FEET
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ELEVATION =
EXISTING CONTOURS
EIP -
EXISTING IRON PIPE
EIR -
EXISTING IRON ROD
PROPOSED CONTOURS
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EXISTING IRON STAKE
LIGHT POLE/POWER POLE
EDP -
EDGE OF PAVEMENT
OBSERVATION WELL
EX -
EXISTING
PERVIOUS PAVERS
FE -
FINISHED ELEVATION
FF -
FINISHED FLOOR
FT -
FEET
PAVERS
INV -
INVERT
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LINEAR FEET
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LIGHT POLE
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MAXIMUM
MIN -
MINIMUM
N/F -
NOW OR FORMERLY
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OVERHEAD POWER
PG -
PAGE
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R -
RADIUS
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REINFORCED CONCRETE PIPE
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SOUARE FEET
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PREVIOUSLY EXISTING CONDITIONS d DEMOLITION PLAN
THE GROVE OCEANSIDE
ATLANTIC BEACH. CARTERET COUNTY. NORTH CAROLINA
CLIENT: FMB AT THE GROVE. LLC ESIGNED:
ADDRESS: 2231 NASH STREET NW RDC
SUITE 0 RAWN.,
WILSON. NC 27895-1783 GYT
PHONE: [phone] IHLCKLD.
S STROUD ENGINEERING,PJ GYT
TVV
107-8 COMMERCE STREET ATE:
GUENVILLE, N.C. 27858 10/7/08
[phone] LICENSE NO. C-0847 SCAL :

WAY STREET) / \\ 1 } 1 ATEAINT I C BLVD`,. X6�
\ ) (ONE WAY STREET) �' \
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0 m' EXITING \- O \ 252-291--1092
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DESIGN FILE #: 339/339-12/PM339-12 OCEANFRONT SW EXEMPTION 2016.09.23.d9nSCAL£: 1"= 30'
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f�SSJO+ee''l�,as 1\ }\ I\ \\ ATLANTIC BEACH. CARTERET COUNTY, NORTH CAROLINA
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CLIENT: FMB AT THE GROVE. LLC ESIGNED:
SEAL O+L, - 1 ADDRESS: 5231 NAASH STREET NW RDC
36970 also WILSON, NC 27896-1783 RG T
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rg 107-H COMMERCE STREET ATE:
i 2 ` GREENVILLE, N.C. 27858
p/7/08
' — — [phone] LICENSE NO. C-0847 SCAL
GE- — Y. TURNER P.E. 1 30'
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CLIENT: FMB AT THE GROVE. LLC ESIGNED:
SEAL O+L, - 1 ADDRESS: 5231 NAASH STREET NW RDC
36970 also WILSON, NC 27896-1783 RG T
a
'° PHONE: [phone] H
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rg 107-H COMMERCE STREET ATE:
i 2 ` GREENVILLE, N.C. 27858
p/7/08
' — — [phone] LICENSE NO. C-0847 SCAL
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52521758-9352 LICENSE NO. C-0647
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52521758-9352 LICENSE NO. C-0647
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- LOT 2 = 2.500 SF
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RADIUS
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REINFORCEL` CONCRETE PIPE
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SOUARE FEET
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40 20 0 40
PROJECT St: PM339-12 TYP
TYPICAL
DESIGN FILE W: 339/339-12/PM339-12
OCEANFRONT SW EXEMPTION 20i6.09.23.d9n
SCAIF: 1"= 40'
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(ONE WAY STREET)
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TRACT 1 TRACT AREA = 34.567.53 SF
W ALLEY TRACT AREA = 2.880.73 SF
TRACT 2 TRACT AREA = 38.346.20 SF
TOTAL PROJECT AREA = 75.794.46 SF
SEE MAP FOR RECORD FOR
EXISTING LOT DIMENSIONS
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BEACH
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--- B-CE12
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SUITE 0
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SITE PLAN
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ADDRESS: 2231 NASH STREET NW
RDC
SUITED
AWN:
WILSON. NC 27896--1783
CYT
PHONE: [phone]
H C •
-•-
SITE DATA
TRACT 1 TRACT AREA = 34.567.53 SF
W ALLEY TRACT AREA = 2.880.73 SF
TRACT 2 TRACT AREA = 38.346.20 SF
TOTAL PROJECT AREA = 75.794.46 SF
SEE MAP FOR RECORD FOR
EXISTING LOT DIMENSIONS
OCK
BEACH
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--- B-CE12
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SUITE 0
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REVISIONS:
CO"NTS
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N
ATLANTIC BEACH, CARTERET COUNTY. NORTH CAROLINA
CLIENT: FM8 AT THE GROVE, LLC
DESIGNED:
ADDRESS: 2231 NASH STREET NW
RDC
SUITED
AWN:
WILSON. NC 27896--1783
CYT
SITE DATA
TRACT 1 TRACT AREA = 34.567.53 SF
W ALLEY TRACT AREA = 2.880.73 SF
TRACT 2 TRACT AREA = 38.346.20 SF
TOTAL PROJECT AREA = 75.794.46 SF
SEE MAP FOR RECORD FOR
EXISTING LOT DIMENSIONS
OCK
BEACH
LANs' I C OCEAN
--- B-CE12
Ht
q
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2231 NASN STREET NW
SUITE 0
WILSON. NC 27896
252-291-1092
REVISIONS:
CO"NTS
SITE PLAN
THE GROVE OCEANSIDE
ATLANTIC BEACH, CARTERET COUNTY. NORTH CAROLINA
CLIENT: FM8 AT THE GROVE, LLC
DESIGNED:
ADDRESS: 2231 NASH STREET NW
RDC
SUITED
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WILSON. NC 27896--1783
CYT
PHONE: [phone]
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10/7/08
52521758-9352 LICENSE NO. C-0647
SCALE:
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t2521758.8362 LICENSE NO. C-0847
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,� ^QO
FE
FINISHED ELEVATION
' !'i ' C1
oclo-�
SHEET #CE6 OF 13
PROJECT tt: PM339-12
DESIGN FILE tt: 339/339-12/PM339 -12 OCEANFRONT SW EXEMPTION 2016.09.23.dgn
NG
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.Wrru� �W��nru�lrl�
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sEC o 9 ?01�
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REVISIONS:
140. 8Y DATE I SU
- ' ' •' T COI GTT /20/09 CAMA
nrT liltq ol unrn w
3 Rtt S/TIU REiBVEO
t CYTIY/1/1 TRACT 2
LOT 2 -PREVIOUSLY PERMITTED SITE PLAN
AC
ACRE
BLDG
BUILDING
ESIGNEO:
cF
CUBIC FEET
SUITE D
CL -
CENTERLINE
GYT
DB
DEED BOOK
w m�ewa.rw wwwwr
DR -
DRIVE
GYT
EL
ELEVATION
12521788-9352 LICENSE NO. C-0134-7
EIP -
EXISTING IRON PIPE
EIR-
EXISTING IRON ROD
'
E15 -
EXISTING IRON STAKE
1 &0r TOTAL AEC
EDP -
EDGE OF PAVEMENT
EX
EXISTING
FE
FINISHED ELEVATION
FF
FINISHED FLOOR
!
FT -
FEET
INV -
INVERT
L8 -
POUND
LF -
LINEAR FEET
LP -
LIGHT POLE
MAX -
MAXIMUM
MTN -
MINIMUM
-
N/F -
NOW OR FORMERLY
NTS ••
NOT TO SCALE
OHP
OVERHEAD POWER
-
PG ••
PAGE
PIN -
PROPERTY IDENTIFICATION NUMBER
120'SETBACK
PP
POWER POLE
R
RADIUS
RCP ^
REINFORCED CONCRETE PIPE
ROW ••
RIGHT-OF-WAY
SF
SQUARE FEET
SIPSET
IRON PIPE
SIR
SET IRON ROD
TYP -
TYPICAL
—X—
SILY FENCE
ACCESS EASEMENT
-
-_ _ -IS-
EXISTINGCONTOURS
---10-•-^
PR13POSED CONTOURS
0
LIGHT POLE/POWER POLE
Q
OBSERVATION WELL
PERVIOUS PAVERS
BRICK PAVERS
FMB AT THE GROVE. LLC
D91461 PG328
2231 NASH STREET NW
.
VOW DECKING
SU 1 TE D ?
WILSON, NC 27896
7
CONCRETE
252-291-1092
sEC o 9 ?01�
eye-��.. - -•
Y
a SEAL
3697®
a
9100 INS
Y. TURNER P.E.
REVISIONS:
140. 8Y DATE I SU
- ' ' •' T COI GTT /20/09 CAMA
nrT liltq ol unrn w
3 Rtt S/TIU REiBVEO
t CYTIY/1/1 TRACT 2
LOT 2 -PREVIOUSLY PERMITTED SITE PLAN
THE GROVE OCEANSIDE
ATLANTIC BEACH, CARTERET COUNTY. NORTH CAROLINA
CLIENT: FMB AT THE GROVE. LLC
ESIGNEO:
ADDRESS: 2231 NASH STREET NW
ROC
SUITE D
DRAWN:
WILSON, NC 27896--1783
GYT
PHONE: 252-•291-•1092
RDC
E
A 5TROUD EmagEERING, P.A.
GYT
I07 -B MERCE STREET
GREENCO►ItTILLE. N.C. 27858
DATE:
10/7/08
12521788-9352 LICENSE NO. C-0134-7
_ _AL -e
0

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_Ea --T•.:._.::-- - - GgAtE 4.89 ....._ _ ._ _ INVf 2.96 !L` B-CE12 l lNY 7.11 ;f -`-'E1
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/ POOL APRON
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13.25
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13.25
;
-9.5/ i
BEACH I I `: 1 1 1 \ - I REACH
I ^ S � /9- / SIJ ( 9 `
LEGEND ir-- T�,AATIC-.9 N. \' \ `�--- ATLAN 1C OCEAN
BL DG = BUILLDING jA-CE _. _ _ ^ B-CE12
CF CUBIC FEET
CL - tENTERLINE
DB - DEED BOOK
DR - DRIVE --X— Sill FENCE
EL ELEVATIO
EIP EXISTINGNIRON PIPE STORMMIATER DATA
EIR - EXISTING IRON ROD ACCESS EASEMENT TOTAL DRAINAGE AREA = 75.795.68 Sf TRACT 2
EIS - EXIST ING IRON STAKE
EDP - EDGE OF PAVEMENT RECEIVING STREAM = 80GUE SOUND TRACT AREA n 38.316.20 Sf
EX - EXISTING -•-15-- EXISTING CONTOURS ATLANTIC OCEAN
FE - FINISHED ELEVATION PAOPDSED IMPERVIOUS
F7 •• IFIMI SHED FLOOR --t0 PROPOSED CONTOURS INDEX NUMBER /CLASS •. 9S:E�i,sg5)/SAtHOW SpBUiLO1NOSSUIlEOIT AMENITIES �.�,► CARdC�,`�,,�
[NY - INVERT 11 LIGHT POLE/POWER POLE PROJECT TYPE - REDEVELOPMENT POOL APRON 7.173 SF ,� O ••�! E,` S�O�A°•'9 ,�,,
L8 POUND PARKING • V
Lf - LINEAR FEET 0 OBSERVATION WELL TRACT T PERP IOU$ PAVEMENT • 560 Sf 12.210 SFI A 2 QO
ASP'9 s
LP - LIGHT POLE HALT PAVEMENT 1.200 SF • o
MAX '• MAXIWM PERVIOUS PAVERS TRACT AREA = 34.567.53 SF •Q r A`
IN MINIWM PROPOSED IMPERVIOUS SINGLE FAMILY LATS t-< .5.200 SF 11.300 $F ERCHI : S : e
N/F - NON OR FORMERLY ® FESTIVAL AREA n 7.500 SF • Q ° '�
HTS - NOT 70 SCALE BRICK PAVERS DRIVE n 6.938 Sf : 3697
ONP - OVERHEAD POWER FUTURE MISCELLANEOUS = 676 SF
PG - PAGE LOTS1-6- 7.726 SF 11.284 SF/EA LOTI
p[N
PROPERTY (DENT If MCAT FON NUMBER � WOOD DECKING >= 1.350 Sf SUBTOTAL n 17.356 • ^• ^ !!Q•`°o•���
LOT 8 755 Sf IEXISTINGI �I�, y�o••:_/'/G1r�
Pp - POMIER POLE l0Y 9 3.500 Sf TOTAL PppJECT AREA - 75.795.66 Sr
p - RADIUS CONCRETE TOTAL PAOp6Si0 4IMPEl0U5 !0.120 SF /i/ ........
POWER
RCP - REINFORCED CONCRETE PIPE SUBTOTAL 20.271 SF TOtAI PROPOSED X 1MPEAVIWS n 52.9lX •` V
ROW - RIGHT ,. _ IS'ALLEY
. Sf -OF-MAY
- SB9'ARE-FEET
S.[P.R n-sET_IRON PIPE _. .. - - - _. TRACT AREA a 2:S80.tY5F...'
SIR - SET IRON ROD g tf I
TYP TYPICAL SUBTOTAL - 2.493 SF a 2'493 Sf - 40 20 D 40 80
SHEET f:CEB OF 13 II 1
PROJECT $** PM339-12 SCALE: 1"= 40' GIN R .TURNER P.E.
DESIGN FILE ssl 339/339-t2/PM339-12 OCEANFRONT SW EXEMPTION 2016.09.23.dgn
C,
Q Q m
3 \
C-CE13
-CH EXISTING
MER ELEV IONS
TRANC
VCM 1601 TOTAL AEC
I
— — — 4O'SETBACK
— — — 120'SETBACK
REVISIONS!

A—CE7
= ATLANTIC\ `CJ�Qj '1
EX.CB 1 li L VD I.
HDob fi,5a I (ONE WAY STREET) 4
I 7' ♦ INY 2.52 q
T 1 w EX. SOMH17-9-
2%2
\6 w
r LIR III 5•a�/ 8�\ EX SDMH19
f ` i:� C \ .....`"`� j; iNV 2.3 EJ�.yS" RCP ^�M S. I I EX.DI
V ' —t> r_ -=. � � - _ 1 V 2.65_EX. 15" RC GRATE \
NaoD� -Ilea._... _
T�
IN_V 2.91
&, 1.25 w \ \ a i^ i.1`• O
1- o s� I I�/. 1 LEGEND
.1� Q CJI
r
T. 25, I r\ r.o_ -' - a. _ 1 1 O q I I
5 - I + �' �•ia I V O O i AC - ACRE
11 141 7• o �L- —7.5IMIN)/ a"aatl Q I ( BLDG - BUILDING
I •41 Q,1i I / IL \ I ��• �a..+i.�.,.�„ Q Q Cf - CUBIC FEET
r �C ( 11111 m T'T5 7.76 I ER \ l \ .... ( CL - CENTERLINE
— _ — 160 T LL
C I J \ O .� DB DEED BOOK
DR - DRIVE
EL - ELEVATION
B
! f _ \ + Q / j EIP y EXISTING IRON PIPE
1 1 >0 1 I \I
+ 1 �'nl \ I i i iI o' 1 \ \\ �- ^• O Q -` E15 EXISTING !ROH STAKE
,�\ \ O O - j :_ i I - EOP EDGE OF PAVEMENT
5.25 I k \ ( m \-\ \
111, I I \ ! \\ \ \ \ ( \a.�• I \ \\ \Q'Q Q 11 EX - FINISHED
++ T' FE - FINISHED ELEVATION
E9.29\\FE9 / \� l.si FF _ FINISHED FLOOR
(C7{�Q 1FT FEET
5' i� Zi Qf INV -• INVERT
°•oi 1+ 11 1 �O _._ r LF - LINEAR FEET
148 - POUND
%OQ 1 / LP - LIGHT POLE
MAX - MAXIMUM
I, .eb/(! ,3'I\ 1 OO000 I MIN - MINIMUM
— -- — _ 0' SE TBACK (1 ' I \ 1 J 1 III m'�Ly 1 i i / i' / / / /l ( 1 N ` 1000 I - "IF - NOK OR FORMERLY
.._ .._ .I.1•; (. 1�_ \ __1,_, •o�• i ! NTS - NOT TO SCALE
•OQO� / t PGP - PAGE_
POWER
PIN - PROPERTY IDENTIFICATION HUMBER
O Q` �- - PP - POWER POLE
J i11 I \ \ I ( I( / /p� \ 'I. • \ \\1�\\ ` \ \ \ ` O�OO. ( I I\ RCP - REINFORCED CONCRETE PIPE
"S•
I I + .- \I �' I I \ ROM - RIGHT-OF-WAY
1 1 1 1 & I/ 9 O\ \\ \\ \� G
GARAGE I I f \I\ \ a Q J 6• SIP - SQUARE FEET
SET IRON PIPE
I I GARAGE I GARAGE i GARAGE OARgc(E! (I ! 1 I! J �� 9, ' Q Q SIA _ SET IRON ROD
1 fF00 II FF9.20 FF9.20 i FF9 40 I \\F9:40 ! rt , I�F9 65 I J! /( ;/ ��o� I\ �1 Q�aQ TYP TYPICAL
00 —X-1 —•X— SILT FENCE
Q
Q O i
Q O 1 ACCESS EASEMENT
11 J I S'S, i --Z
/ T RIDF ` \l J\ y! I 1
}CO
DIREAS 0
I I ORAINACE,-TOWARD 04NAG .TOMARD. 1
--15- EXISTING CONTOURS
ATLANTOCEAN K}AT) OC"NOQOO
�° / \ ' I / 00 —10---•• PROPOSED CONTOURS
60 SETBACL I lt2.s _ �
\
LIGHT POLE/POWER POLE
'y1I \ \\ \\ \ b6 OQ\O /
o \ �•�• _ �,-" �' \ \ \ 1 O O\ / UW OBSERVATION WELL
Cal
1 \ t . m
o I I l I(` Li '`\\\} .�--��\ 1 /
9.5!0.0 - �� - -- _ �..J. rt • -ip,s \ \ \I\ \ \ 9.�i0 Q Q Y1"•.^ PERVIOUS PAVERS
s _ -+ - — ` \ \ s, 11\i \ \ o • J (�a 1 btI
\ II € l°� - _ J 'Ty o ° \I 1i \ \ �t �. a O(�( ROM BRICX PAVERS
+ II + - -- j � ♦ ♦ \ \\ \\ /31 �/�/1 f I--_y•OL\� '/ 1 Q,vk.l C F,y^y
8.71 I I BLDREN C MA ERIAL TO \ ��, \I y L'-'-- `/ /rf• O Q - WOOD DECKING
I BE XY TED YO I \ \��
1 I I A PROXIM TEIY FE9.50'/ 0 O
1 I 1 I I I I \ - �- \ 9•gg ` �l� 11'.�Y"10. •t0.0 ;i4• - / j// ,, tQOQOO ` iC:� "a CONCRETE
O u..:
09
21.16c
E I 8•?SI m ;�.` ai' �UQQ U REVISIONS:
- .___'-- /� .•_III/ I I 1 •
OQOQG' 'r-'3 :^ No. BY DATE OESCRIPT I
11... i GTT n0I09 CAW 5 -mi -ii
i 9 ) GYT /19109 CMA COM EN1
_. _ _ _ _ S GTT T/T] TRACT i CRAM
s
orm as A-1,
SHEET #CE9 OF 1330 15 0 30 60
PROJECT u: PM339-12
DESIGN FILE #, 339/339-12/PM339-12 OCEANFRONT SW EXEMPTION 2016.09.23.dgn SCALE: 1"- 30'
LOT t -EXISTING GRADING d STORMWATER PLAN
THE GROVE OCEANSIDE
ATLANTIC BEACH, CARTERET COUNTY, NORTH CAROLINA
CLIENT: FMB AT THE GROVE. LLC DESIGNED:
ADDRESS: 2231 NASH STREET NW RDC
SUITE D DRAWN:
WILSON. NC 27896-1783 GYT
PHONE: [phone] CH
RDC
c av D:
®57'ROUD IEriTGiN��RiNG,P.A. GATE:
rg 107.8 COMIYERCB STREET
GREENVILLE. H.C. 27868 10/7/OB
(2521756-9362 41C1'aNSB N0. C-0547 CAL ;
\;I�B"
'
q E7 BEACH ; 9 %-' ,
, �`;
' (1 ��`a Goo
l r
A.T_Af'J, 1,C_
-OCEi�N�%-',$'f
(i C4 f
a 36970
0
s
orm as A-1,
SHEET #CE9 OF 1330 15 0 30 60
PROJECT u: PM339-12
DESIGN FILE #, 339/339-12/PM339-12 OCEANFRONT SW EXEMPTION 2016.09.23.dgn SCALE: 1"- 30'
LOT t -EXISTING GRADING d STORMWATER PLAN
THE GROVE OCEANSIDE
ATLANTIC BEACH, CARTERET COUNTY, NORTH CAROLINA
CLIENT: FMB AT THE GROVE. LLC DESIGNED:
ADDRESS: 2231 NASH STREET NW RDC
SUITE D DRAWN:
WILSON. NC 27896-1783 GYT
PHONE: [phone] CH
RDC
c av D:
®57'ROUD IEriTGiN��RiNG,P.A. GATE:
rg 107.8 COMIYERCB STREET
GREENVILLE. H.C. 27868 10/7/OB
(2521756-9362 41C1'aNSB N0. C-0547 CAL ;

END CAP
THE PERMEABLE PAVEMENT WILL BE INSPECTED ONCE A QUARTER. RECORDS OF OPERATION AND MAINTENANCE WILL BE
ASPHALT
... PSI CONCRETE
rrTTl­TT_rT_FT_rT­T_T `�,""
i it i i 1
'EDRAIN
SANDING
AREAS OF BARE SOIL AND/OR
11Z PER FT.
PERMEABLE PAVEMENT
i
G'WASKED ". 51 STONE
POWER WASHING
HEAVY DUTY CEOTEXTILE
STORAGE OF MULCH OR SOIL
STORAGE OF SNOW PILES
OR 3601, OR APPROVED
STORAGE OF HEAVY LOADS
EOUAL
APPLICATION OF SALT OR DE -KERS
AND WATER UNTIL ESTABLISHED.
THE SURFACE OF THE
TRASH/DEBRIS PRESENT
REMOVE THE TRASH/DEBRIS
.PA
1
' J
WEEDS
3PAVERSHO.51
JOINT SEALER
.`Tpry
11ppp¢6{
SUCH A5 GLYPHOSATE AND THEN RETURN WITHIN THE
WEEK TO REMOVE THEM BY HAND. (ANOTHER OPTION
ir
15 TO POUR 80ILINO WATER ON THEM OR STEAM THEM.)
SEDIMENT
VACUUM SWEEP THE PAVEMENT.
I,p --,JOINT FILLER
CONSULT AN APPROPRIATE PROFESSIONAL.
OR DAMAGED STRUCTURE
STONE
?
OBSERVATION WELL
WATER -PRESENT MORE THAN FIVE
CONSULT AN APPROPRIATE PROFESSIONAL FOR CLOGGED
Tir�•,� • �7i;i •�s�IN�T Lx: i��-a7a!� •- T� -
—HEAVY DUTY 6501FXYILE
SOIL SUBGRADE.
EDUCA7[ONAL SIGN
MISSING OR IS DAMAGED
1 REPLACE THE SIGN.
ROVED
EOUALI
CROSS-IRCrION
DRAIN1. PAVE
Z. REMOVE EXISTING FILL MIYERIAL AS SUGGESTED BY SOILS REPORT, ONCE REMOVED CONTACT THE SOILSCIENTfST
TO ADDITIONAL
,
.•REOUIRED THEN THE IMPORTED MATERIAL SHOULD BE CLEAN. HOMOG NOUS FINE TO NED UM SAND.3.
PERMEABLE PAVER PARXING STRUCTORE MUST HE A MAXIMUM OF 12' THICX TO MEET MCDEOSEPARATION
AEOUIREMENTS, SCALE: NOT TO SCALE
PAVE DRAIN
PERMEABLE INTERLOCKING CONCRETE PAVERS
INNS"'�v000• . . • oa
r NON-VALK SURFACE
1/21 EXPAN
.._-JOINT (TTP
CONGRE TE DEPix
RA1IP 4 •
LANDING 4"
i
B' X 12• CONCRETE CURB
O1 8.33% it2ttl MAX RAMP SLOPE
- - "
O2 CRGSS SLOPE: 2.00%
_
- O CURB RAMPS REQUIRE A (4'-0'1 MINIMUM LANDING
I5' PROPOSEDI WITH A MAXIMUM CROSS SLOPE AND
WIDTH LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS
_ ,•,PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO
EXPANSION
11 (TYP)
SIDEWALK
21-0' cuRB AND
PARALLEL HANDICAP CURB RAMP
O
CROSS SLOPE NOT TO EXCEED 2% ON ANY
PORTION OF RAlP OR TRANSITION TO STREET
I NOT TO SCALE
PAVE DRAIN END CAP I CURB RAMP
6" t
tN5T ALL ONLY A7 VAN 1/2'R
YAM ACCESSIBLE HANDICAP 3000 PSI
ACC[ffALR SPACES (RT -84) CONCRETE 4500 PS1 °i DIAMETER HOLE
3"R CONCRETE FOR REBAR ANCHORS
DRILLED INTO APRON
- --
RESERVEDDRAINAGE
i- ARCHES
PARKIKQ
rc'
(aT—e)
��--�^.�� 18 GAUGE GALVAH I2ED
SWEET METAL SIGN (-• 2A"• •?;-•-- I 5' _( 8"._(_.
SIDE VIEW END VIEW
24" STANDARD CURB AND GUTTER
R!(A�IfTAfLCTY RT -80
CONCRETE PARKING BUMPER DETAIL
i° 2" STEEL TUBE POST T/2•
w PAINT FLAT BLACK. CONRAC7IOH
bFb JOINT
2 COATS. 3 R OV,a1
SLOPE A
FUNISHED GRACE�r�_ • �: 1 3000 PS{
CONCRETE _
i odSET POST INi-
mm12" DIA. X 12" DEEP EDGE OFF�CT
PAVEMENTCONCRETE FOOTINGp 3000 PS[ IF._. ,�T
CONCRETE
SCALE% NOT TO SCALE I SCALE: NOT TO SCALE SCALE: NtlT TII SCALE
HANDICAP SIGN 1 24" SPILL CURB AND GUTTER CURB TRANSITION
SHEET #CEII OF 13
PROJECT at: PM339-12
WIDTH
SCALE
TRANSVERSE EXPANSION JOINT IN SIDEWALK
NOTEt
A 1,2r XPANSION JOINT SHALL BE RtOUIRED AT A I,' EXPAANSION JOINT SHALL BE REQUIRED WHERE'
HERE,T14ET£RVaLS.
SIDEWALK JOINS ANY RIGID STRUCTURE.
T"
• • A . A • -�
GROOVED JOINT IN SIDEWALK
NOTE:
A GROOVED JOINT i' DEEP WITH ',a' RADII SHALL BE
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS
NOTES:
1. PERMEABLE PAVEMENT SIGN TO BE LOCATED AT ALL ENTRANCES
TO PARKING AREAS CONSTRUCTED WITH PERMEABLE PAVEMENT.
2. A HIGH RESOLUTION IMAGE OF THE REQUIRED SIGN IS AVAILABLE
FROM NDEO.
THE PERMEABLE PAVEMENT WILL BE INSPECTED ONCE A QUARTER. RECORDS OF OPERATION AND MAINTENANCE WILL BE
PERMEABLE PAVEMENT
... PSI CONCRETE
rrTTl­TT_rT_FT_rT­T_T `�,""
i it i i 1
ACTIVITIES PROHIBITED:
SANDING
AREAS OF BARE SOIL AND/OR
11Z PER FT.
PERMEABLE PAVEMENT
RE -SURFACING
THE GULLY. THEN PLANT GROUND COVER AND
POWER WASHING
STORAGE OF MULCH OR SOIL
STORAGE OF SNOW PILES
REGRADE THE AREA SO THAT IT DRAINS AWAY
STORAGE OF HEAVY LOADS
TOWARD THE PAVEMENT
APPLICATION OF SALT OR DE -KERS
AND WATER UNTIL ESTABLISHED.
THE SURFACE OF THE
TRASH/DEBRIS PRESENT
REMOVE THE TRASH/DEBRIS
PERMEABLE PAVEMENT
WEEDS
DO NOT PULL THE WEEDS SWAY PULL OUT MEDIA AS
JOINT SEALER
WELL). SPRAY THEM WITH A SYSTENIC HERBICIDE
SUCH A5 GLYPHOSATE AND THEN RETURN WITHIN THE
WEEK TO REMOVE THEM BY HAND. (ANOTHER OPTION
ir
15 TO POUR 80ILINO WATER ON THEM OR STEAM THEM.)
SEDIMENT
VACUUM SWEEP THE PAVEMENT.
I,p --,JOINT FILLER
CONSULT AN APPROPRIATE PROFESSIONAL.
SCALE
TRANSVERSE EXPANSION JOINT IN SIDEWALK
NOTEt
A 1,2r XPANSION JOINT SHALL BE RtOUIRED AT A I,' EXPAANSION JOINT SHALL BE REQUIRED WHERE'
HERE,T14ET£RVaLS.
SIDEWALK JOINS ANY RIGID STRUCTURE.
T"
• • A . A • -�
GROOVED JOINT IN SIDEWALK
NOTE:
A GROOVED JOINT i' DEEP WITH ',a' RADII SHALL BE
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS
NOTES:
1. PERMEABLE PAVEMENT SIGN TO BE LOCATED AT ALL ENTRANCES
TO PARKING AREAS CONSTRUCTED WITH PERMEABLE PAVEMENT.
2. A HIGH RESOLUTION IMAGE OF THE REQUIRED SIGN IS AVAILABLE
FROM NDEO.
SCALE: NOT TO SCALE
PERMEABLE PAVEMENT SIGN
CAST IRON FRAM d LID
NEENAH FOUNDRY R -1975-A
OR APPROVED EQUAL
PAVER Jam, PAVER
LOW SLUMP
CLASS A
o CONCRETE
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-
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SCH40 PVC
0
TYPICAL SIDEWALK DETAIL 1 OBSERVATION WELL I
PERVIOUS PAVEMENT MAINTENANCE PLAN
THE PERMEABLE PAVEMENT WILL BE INSPECTED ONCE A QUARTER. RECORDS OF OPERATION AND MAINTENANCE WILL BE
PERMEABLE PAVEMENT
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS. PROBLEMS THAT ARE FOUND SHALL BE REPAIRED IMMEDIATELY.
rrTTl­TT_rT_FT_rT­T_T `�,""
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ACTIVITIES PROHIBITED:
SANDING
AREAS OF BARE SOIL AND/OR
RE -SEALING
PERMEABLE PAVEMENT
RE -SURFACING
THE GULLY. THEN PLANT GROUND COVER AND
POWER WASHING
STORAGE OF MULCH OR SOIL
STORAGE OF SNOW PILES
REGRADE THE AREA SO THAT IT DRAINS AWAY
STORAGE OF HEAVY LOADS
TOWARD THE PAVEMENT
APPLICATION OF SALT OR DE -KERS
SCALE: NOT TO SCALE
PERMEABLE PAVEMENT SIGN
CAST IRON FRAM d LID
NEENAH FOUNDRY R -1975-A
OR APPROVED EQUAL
PAVER Jam, PAVER
LOW SLUMP
CLASS A
o CONCRETE
o
1
-
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SCH40 PVC
0
TYPICAL SIDEWALK DETAIL 1 OBSERVATION WELL I
PERVIOUS PAVEMENT MAINTENANCE PLAN
THE PERMEABLE PAVEMENT WILL BE INSPECTED ONCE A QUARTER. RECORDS OF OPERATION AND MAINTENANCE WILL BE
KEPT IN A KNOWN SET LOCATION AND WILL BE AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS. PROBLEMS THAT ARE FOUND SHALL BE REPAIRED IMMEDIATELY.
BMP ELEMENT:
POTENTIAL PROBLEM:
HOW TO REMEOIATE THE PROBLEMSt
THE PERIMETER OF THE
AREAS OF BARE SOIL AND/OR
REGRADE THE SOIL IF NECESSARY TO REMOVE
PERMEABLE PAVEMENT
EROSIVE GULLIES
THE GULLY. THEN PLANT GROUND COVER AND
WATER UNTIL ESTABLISHED.
A VEGETATED AREA DRAINS
REGRADE THE AREA SO THAT IT DRAINS AWAY
TOWARD THE PAVEMENT
FROM THE PAVEMENT. THEN PLANT GROUND COVER
AND WATER UNTIL ESTABLISHED.
THE SURFACE OF THE
TRASH/DEBRIS PRESENT
REMOVE THE TRASH/DEBRIS
PERMEABLE PAVEMENT
WEEDS
DO NOT PULL THE WEEDS SWAY PULL OUT MEDIA AS
WELL). SPRAY THEM WITH A SYSTENIC HERBICIDE
SUCH A5 GLYPHOSATE AND THEN RETURN WITHIN THE
WEEK TO REMOVE THEM BY HAND. (ANOTHER OPTION
15 TO POUR 80ILINO WATER ON THEM OR STEAM THEM.)
SEDIMENT
VACUUM SWEEP THE PAVEMENT.
RUTTING. CRACKING OR SLUM(PINGT
CONSULT AN APPROPRIATE PROFESSIONAL.
OR DAMAGED STRUCTURE
OBSERVATION WELL
WATER -PRESENT MORE THAN FIVE
CONSULT AN APPROPRIATE PROFESSIONAL FOR CLOGGED
DAYS AFTER A STORM EVENT
SOIL SUBGRADE.
EDUCA7[ONAL SIGN
MISSING OR IS DAMAGED
1 REPLACE THE SIGN.
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