20190275 Ver 1_Riparian Buffer Authorization_20190228

gf lba
Date: 25 -Feb -19
To: Karen Higgins, NCDWR - 401 & Buffer Permitting Branch,
1617 Mail Service Center, Raleigh, NC 27699-1617
Via: USPS
George Finch I Boney and Associates,P.A.
309 North Boylan Avenue
Raleigh, NC 27603-1402
Post Office Box 10472
Raleigh, NC 27605-0472
T 9191833-1212
F 919 1834-3203
Cc: Peter Mitchell, Piedmont Region Project Manager, NC Division of Parks & Recreation
Shederick Mole, Superintendent, Jordan Lake State Recreation Area
From: Melvin Burnette, PLA
Re: Jordan Lake State Recreation Area, Seaforth Erosion Control Repairs and Improvements
Items Transmitted:
(3) Riparian Buffer Authorization Form
(3) 8.5x11 USGS Topographic Map Excerpt
(3) 8.5x11 Soils Report
(1) US Department of the Army Lease Agreement
Plan Sets: (2) full size, (1)11 x17
Plan Set Contents:
Ll Cover Sheet
L2 Existing Conditions
L3 Site Improvements Plan
These items are provided for your review and comment. Please contact me at 919-833-1212 or at
[e-mail] with any questions.
Thank you
land planning • landscape architecture • civil engineering • land surveying

George Finch I Boney and Associates,P.A.
309 North Boylan Avenue
Raleigh, NC 27603-1402
Post Office Box 10472
gf1ba Raleigh, NC 27605-0472
T 9191833-1212
F 9191834-3203
February 25, 2019
NCDWR - 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Attn: Karen Higgins
RE: Jordan Lake State Recreation Area
Seaforth Erosion Control Repairs and Improvements
Department of Natural and Cultural Resources
Division of Parks and Recreation
SCO ID# 18-19140-01
Ms. Higgins:
Enclosed, please find submittal materials for Riparian Buffer Authorization for Jordan Lake
State Recreation Area, Seaforth Erosion Control Repairs and Improvements. Riparian Buffers of
the Jordan Lake Watershed within the Cape Fear River Basin will be affected.
Concurrent applications are being made to NCDEQ for sedimentation and erosion control
plan approval and to the State Construction Office.
The objectives of this project are to provide site improvements to reduce the loss of beach
sand due to stormwater runoff and the varying water level of Jordan Lake, and to replace the
deteriorating timber retaining wall currently in place.
There is no site work proposed in previously undisturbed areas. The only disturbance within
Zone 1 is to be temporary sediment fence and beach sand replenishment. Site work within
Zone 2 will consist of replacing the existing retaining wall, grading to reduce the beach slope,
and beach sand replenishment. Also, the new retaining wall will reduce the area of
encroachment into the buffer from the existing condition.
Please call or email with any questions or concerns.
Respectfully,
Melvin W. Burnette, PLA
[e-mail]
(p)919-833-1212
land planning • landscape architecture • civil engineering • land surveying

DEPARTMENT OF THE ARMY LEASE 10 August 1981
FOR PUBLIC TAR$, RECREATIONAL,. AND FISH AND WILDLIFE PURPOSES
B.. EVERETT JORDAN LAKE PROJECT
LEASE N0: DACW21-1-81-2603
THE $ECRETAM OF THE ARlKY, tender authority of Section 4 of the Act of Congress
approved 22 December 1944, as amended (16 U.S.C. 460d), hereby grants to the STATE OF
NORTH CAROLINA, hereinafter dealpated, as the State, g, lease for a period of fifty
(50) years commedeing on i September 1981_, and ending 46n 31 August 2'031, tcq use and
occupy approrrimatety 45,478 acres more or less of land and water areas under the
primary juri4dic4tion of -the Department of the Army, he
refttaft:er designated as the
Government, in the 8. Everett Jordan Lake Project area, hereinafter referred to as
s
the premises,. o, shown on Exhibit "A" attached hereto and. made a part hereof, for
public park, recresiional, fish, wildlife and other natural resources management
purposes.
THIS LEASE is granted subject to the following conditions:
1. The State aitall be responsible for care and custody of the lease premises in
accordance with the "'Division of Responsibilities" designated as Exhibit "B" attached
hereto and by this reference made a part hereof. The State ehall coliform to sudh
regulations as ,the Secretary of the Army may issue to govern the public use of the
project. area.
2. The State shAll administer and maintain the premises in accordance with the
approved Hester Plan; Concessionaire General Development Site Plans, which sway be
amended from time to time as necessary; Exhibit "B" and an annual management plan
agreed upon by and between the State and* the Wilmington District Engineer,
hereinafter referred to as the District Engineer, or his authorized* representative.
The. annual management plod will be submitted to the Distict Engineer'during the month
of J4anuary each year. Such annual management plan shkll include but is not limited
to the following:
,a. Plans for management activities to be undertaken by the State or jointly
by the Goverament and the State including improvements and other facilities to be
constructed..,.
b. Budget of. the State for carrying out the management and development
activities.
c. Personnel to be used in the management of the area.
d. Plans for supervising, patrolling, and policing the leased areas includ-
ing water areas.
e. Fish, wildlife, and forestry work plans.
3. a. Subject- to availability of funds, the Government agrees to fund 100
percent of costs of initial programmed development as shown in the blaster Plan. The
State may provide additional facilities and services necessary to meet the public
demand either directly or through concession agreements with third parties. Formal
agreements with private groups, clubs, associations, and quasi -public groups will not

be encouraged; however, the needs of these groups may be accommodated by permitting.
advance reservation of group camp areas.
b. The format for all formal agreements between concessionaires and ►"
public and a list of all rules and regulations prescribed by the concessionair,
must be submitted to the District Engineer for approval.
c. Parking or user fees .may be charged by the State for the entrance to or
use of the premises or any facilities constructed thereon subject to prior written:
approval by the District Engineer.
d'. Rates and prices charged by the lessee or'its concessionaires for ac*c'om-
modations, food, and services furnished or sold to the public shall be reasonable and
comparable to rates and prices charged for similar goods and services by others in
the community and on Falls, B. Everett Jordan, and John H. Kerr Lakes. The lessee
shall, not less than 15 days prior to 30 April of each year that this lease remains
in effect, submit'to the District Engineer a list of the rates and prices (exeept
packaged goods) proposed for the following year and furnish justification for any
proposed rate or price change. No further action will be taken unless the District
Engineer finds items that are priced unreasonably. -If items are found to be priced
unreasonably, the District Engineer will establish &'price comparable to prices for
the same goods or services as other businesses within the same geographic area and
will notify -the lessee -of the established price. Where no change in the. previously
approved price list is proposed, a letter stating that the previous year's list will
remain in effect for the coaxing year will be acceptable. The lessee shall post the
schedule of rates and prices in conspicuous places on the leased premises at all
times.
4. All monies received by the State from operations conducted on the premix
including, but not limited to, timber harvesting, parking fees, user fees, rental'
other considerations received from its concessionaires may be utilized by the State
for the administration, maintenance, operation, and development of the premises. Any
such monies not so utilized or programmed for utilization shall be paid to the
Government at the end of each 5 -year period. The State shall establish and maintain
adequate records and accounts and render annual .statements of receipts and expendi-
tures to the Government. The receipts of annual or weekly entrance fees collected at
other State -operated recreational areas but honored at this State -operated area are
not subject to this accounting. The Government shall have the right to perform
audits of the State's records and accounts and furnish the Government a copy of the
results of such audit.
5. All construction, landscaping, and archaeological work accomplished by the
State shall be in accordance with plans approved by the District Engineer. The .State
shall keep the premises in good order and in a clean, sanitary, and safe condition,
and shall at all times maintain all structures and .equipment in a condition
satisfactory to the District Engineer.
6. The State shall not discharge waste or effluent from the premises" in sash a
manner that such discharge will contaminate streams or other bodies of water or.
otherwise become a public nuisance. The State shall comply promptly with any regula=•
tions, conditions, or instructions affecting the activity hereby authorized if and
when issued by the Environmental Protection Agency and/or a State 'Water Pollution
Control Agency having jurisdiction to abate or prevent water pollution. Such
2

regulations, conditions, or instructions in effect or prescribed by the Environmental
Protection Agency or State Agency are hereby made a condition of this lease.
7. The right is reserved to the Government, its officers, agents, and employees
to enter upon the premises at any time and for any purpose necessary or convenient in
connection with river, harbor and flood 'control work, to remove timber or other
material required for such work, to flood the premises in accordance with authorized
Project purposes, when necessary, and/or to make any other use of the land as may be
necemsary in connection with public navigation and flood control. The State shall
have no claim for damages of any' character on account thereof against the United
States or any agent, officer or -employee thereof.
8. Any property of the Government damaged or destroyed by the State, incident to
the exercise of the privileges herein granted, shall be promptly repaired or replaced
by the State to the satisfaction of the District Engineer.
9. The United States shall not be responsible for damages to property or injur-
ies to persons which may arise from, or be incident to, the exercise of the
privileges herein granted; or for damages to the property of the State; or. for
damages to the property or injuries to the person of the State's officers, agents,
servants, or employees or others -who may be on the premises at their invitation or
the invitation of any one of them, arising from or incident to the flooding of the
premises by the Government or flooding from any other cause; or arising from or
incident to any other Governmental activities; and the State shall hold the
Government harmless from any and all such claims to the extent authorized by the
North Carolina Tort Claims Act, Chapter 143, Article 31, of the General Statutes of
North Carolina.
10. The State shall require its concessionaires and sublessees' to obtain from an
insurance company licensed in the State and acceptable to the Government, liability
or indemnity insurance* providing for minimum limits of $50,000 per person in any ,one
claim, and an aggregate limit of $150,000 for any number of persons or claims arising
from any one incident with respect to bodily injuries or death resulting therefrom,
and $15,000 for damage to property suffered or alleged to have been suffered by any
person or persons resulting from the operations. under any agreement between the State
and its concessionaires and sublessees.
11. This lease may be relinquished by the State at any time by giving to the
Secretary of the Army, through the District Engineer, at least twenty-four (24)
months written notice.'
12. In the event that the State violates any of the terms and- conditions of this
lease, and continues and persists therein for a period of thirty (30) days after
written notice thereof by the District Engineer, said lease may be revoked by the
Division Engineer. In lieu of revocation, .the.District Engineer, in his discretion,
upon -a finding that a violation constitutes a health or safety hazard may suspend the
use of that operation or facility until such deficiency is rectified.
13. That on or before 'the date of expiration of this lease or its termination by
the State, the State shall vacate the demised premises, remove the property of the
State therefrom, and restore the premises to as good order and condition as that
existing upon the date of commencement of the term of this lease, damages beyond the
control of the State and due to fair wear and tear excepted. If, however, Chis lease
is revoked the State shall vacate the premises, remove said property' therefrom, and
3

restore the premises to the condition aforesaid within such time as the Division
Fngineer may designate. In either event, if the State shall fail or neglect to
-)ve scid property and so restore the premises, then, at the option of the Division
,ineer, said property shall either become the property of the United States without
compensation therefor, or the Division Engineer may cause.it to be removed and
premises to be restored at the expense of the State, and no claim for damages against
the United States or its officers or agents shall be created by or made on account of
such removal and restoration work.
14. The State or its concessionaires shall not discriminate against any person
or persons because of sex, race, creed, color, age, or national origin in the conduct
of its operations hereunder. The State furnishes; as part of this lease, an
assurance (Exhibit "C") that it will comply with Title VI of the Civil Rights Act of
1964 (78 Stat. 241) and Department of Defense Directive 5500.11, issued pursuant
thereto and published in Part 300 of. Title 32, Code of Federal Regulations.
15. All notices to be given pursuant to this lease shall be addressed, if to the
State, to NC Department of Natural Resources & Community Development, P.O. Box 27687,
Raleigh, NC 27611; if to the Government, to the District Engineer, U.S. Army Engi—
neer District, Wilmington, P.O. Box 1890, Wilmington., NC 28401, or as may from time
to time be directed by the parties. Notice shall be deemed to have been duly given
if and when inclosed in a properly sealed envelope or wrapper, addressed as aforesaid
and deposited, postage prepaid in a post office or branch post office regularly
maintained by the United States Government.
16. This lease is subject. to all existing easements, and easements subsequently
anted for roadways and utilities located or to be located on the premises, pro-
-d the proposed grant of any easement will be coordinated with the State; and
.ments will not be granted which will in the opinion of the District Engineer,
Lncerfere with developments, present or proposed, by the State.
17. That, as of the commencement date of this lease, an inventory and condition
report of all property and improvements of the Government included in this lease
shall be made by a representative of the Government and a representative of the State
to reflect the then present condition of said property. From time to time, there
shall be added to said inventory and condition report such additional facilities as
may be provided by the Government. A copy of said inventory and condition report
shall be attached hereto and become a part hereof, as fully as if originally
incorporated herein. At the expiration, revocation, or termination of this lease a
similar inventory and condition report shall be prepared and submitted to the
District Engineer, said inventory and condition report to constitute the basis for
settlement by the State with the District Engineer for leased property shown .to be
lost, damaged, or destroyed, any such property to be either replaced or restor=ed to
the condition required by -Condition -No. 13 •hereof, -or at the. election o, the.
Government reimbursement made therefor by the State at the then current market 'Value.
thereof.
18. The State may grant permits and licenses and sublease all or portions -of the
leased property for purposes which are consistent with the terms and conditions of
this lease and with the approved Master Plan. All such grants shall state that they
subject to the provisions of this lease. The terms and conditions of permits,
nses, and subleases granted by the State shall first be approved by the District
_neer in writing. In order to protect the investments of sublessees, subleases
may require the Government to continue to honor such parts of the subleases that are
4

necessary to -assure the continuation of the subleased activities upon a default which
would result in a revocation of the prime lease under Condition 12 hereof. All
subleases for concessions and/or marinas shall provide for a rental charge
commensurate with like concessions at similar regionally located projects.
19. The State shall not permit gambling on the premises or ins Call or operate,
or permit to be installed or operated thereon, any device which, in the opinion of
the District Engineer, is contrary to good morals or is otherwise objectionable; or
sell, store or dispense, or permit the sale, storage, or dispensing of any intoxi-
cating beverages on the premises not specifically authorized in writing b; the
District Engineer; or use the premises or permit them tto be used for any illegal' or
immoral business or purpose; there shall not be carried on or permitted'Upon the
premises any activity which would constitute a nuisance.
20. Where designated beaches, swimming areas, and appurtenant facilities are
authorized, the State agrees to conduct, equip and operate the facility in such
manner as to provide maximum safety to user. The State will maintain posted notices
as to when use is prohibited. Lifeguards will be furnished during authorized
swimming periods.
21. The proceeds derived from timber harvesting accomplished in accordance with
the approved Forest Management Plan may be used_by the State for the maintenance and
operation on said lease premises as provided in condition 4 above.
22. The State shall manage, maintain, preserve, and protect all currently
identified significant objects, sites, or structures of archeological, historical, or
architectural nature located on. the premises at the approximate location shown
colored in brown on Exhibit "A." Said significant objects, sites, or structures are
described and specific protective measures outlined on attached Exhibit "D." The
State shall immediately notify the District Engineer of all findings of objects,
sites, or structures of archeological; historical, or architectural nature.
23. The State shall not cause harm or damage to any species or their critical
habitats which have been classified as threatened or endangered pursuant to the
Endangered Species Act of 1973 and amendments thereto; and the State shall immedi-
ately notify the District Engineer of all initial reported sightings of said
threatened or endangered species.
24. The Government acquired an easement for construction, operation, and'
maintenance of roads at the location shown outlined in green on attached Exhibit "A."
The State shall be responsible for operation and maintenance of these roads and all
roads within the premises.
25. The State. shall administer this lease. in. accordance with the provisions .of
Title 36, Code of Federal Regulations, Chapter '3, part 327.
5

IN WITNESSEQF, I have here t et my hand by authority of the Secretary of
the Army this X day of elm 1981.
Si ned and sealed in the presence of:
r
i.'. cw..miswft L%Mlab :-,�u: ' ARES N. ELLIS
Major General, USA
Commander aid Division
• THIS LEASE is also executed by the State this - day of ,2+
1981.
i?ESTE 0 R OLI
TITLE GOVERNOR
6

STATE OF GEORGIA )
COUNTY OF FULTON )
ACKNOWLEDGEMENT
I, a Notary Public in
and for the Couny and State aforesaid, do hereby certify that
personally appeared before me
this day and acknowledged the due execution of the foregoing instru-
ment by authority of the Secretary of the Army.
Witness my hand and official seal this the /aday of
1981.
,
NotaW Public 1
My Commission Expfres:

Revised 10 August 1981
DIVISION OF RESPONSIBILITIES
LEASE NO. DACW21-1-81-2603 _
B. EVERETT JORDAN LAKE
Responsible
Agency
Corpse State:.
PLANNING AND DESIGN FUNCTION
1. Planning and Design Activities
Master Plan
PR
A
Feature DM's
PR
A
Plans and Specs
PR
A
Master Plan Updates
JR
JR
Consultant Selection
PR
A
Approval of MP
PR
A
V: Approval of DM's
PR
A
Approval of P&S
PR
A
Approval of MP Updates
PR
A
Approval of Subleases
A/M/r
PR
CONSTRUCTION FUNCTION (INITIAL WITH CORPS
FUNDS)
2. Construction Activities
Project Construction
PR
A
Contract Administration
PR
A
Inspection
PR
A
Acceptance
PR
A
"As Built" clod i Ey MP
PR
A
OPERATIONAL FUNCTION (OPERATIONS, MAINTENANCE,
REPLACEMENT,
AND REAL ESTATE)
3. Forest Management Activities ( All Areas)
Forest Mgt. Pian Preparation
PR
A
Fire Suppression
A
PR
Incidental Tree Removal and Replacement
JR
JR
Major Tree Removal (Timber liar vesting.)
A/M/r
PR
Reforestation
A/M/r
PR
FMP Execution
A/M/r
PR
Annual Bork Plan
A/M/r
PR
Plan Approvals
PR
A
Reports
Jlt
JR
EXRIRIT "B"

PI
Res pons i b le
Agency
Curpr: State
4.
Mosquito Control Activities (All Lands)
.
Mosquito Control Plan
PR
A/M
Drainage improvements (Initial)
PR
A/M
Drainage improvements (Future)
PR
A/M
Mosquito Control Plan
PR
A
MCP Approval
PR
r
Annual Reports
PR
A
S.
Water Quality -Control Activities (ALI Lands)
Monitoring Water Quality in Impoundment
A/M/r
PR
6.
Encroachments (All Lands) Boundary Lines
Boundary Inspections
PR
A '
Appraisals of Timber Encroachment,
PR
A
Surveying of Building Encroachments
PR
_
Periodic Reestab. and Remarking Boundary
PR
Reporting of Encroachments
PR
A
Encroachment Prevention Program
PR
A/M-
Resolution of Encroachments
PR
A
7.
Fish and Wildlife Activities (All Lands) '
Devel. F&WL Mgt..Plan
PR.
A
Endangered Species Mgt.,
PR
A
F&WL Mgt. Plan Execution
A/M/r
PR
Devel. Annual Work Plat►
A/M/r
PR
Report,
A/M/r
PR
8.
Shoreline Maintenance (Developed Recreation Arens)
Periodic Removal of Driftwood and Debris
M
PR*
Re. brushing
M
Pity
Stump Removal
M
PR*
Control of Major Erosion
PR
M
*After 2 full years of impoundment.
2

Remponsible
Agency
Corps State
$A. Shoreline Maintenance (All Other Areas)
'
Periodic Removal of Driftwood and Debris
PR
A/M
Rebrushing
PR
A/M
Stump Removal
PR
A/M
Control of Erosion
PR
A/M
9. Safety Administration (All Areas Except Damsite)
Prepare Safety Plan
A/M/r
PR
Water Safety Education
A/M/r
PR
Patrol Waters
A/M/r
PR
Maintain Swim Areata
A/M/r
PR
Provide Lifcgna.rd Service (at designated
swim areas)
A/M/r
PR
Monitor and Correct Safety Hazards on Lands
A/M/r
PR
' Reports
A/M/r
PR
10. Recreation Site Management Activities
Maintain and/or Replace Roads
A/M/r
PR
Maintain and/or.Replace Rec. Facilities
A/M/r
PR
Trash Collection
A/M/r
PR
Maintain Toilet and Shower Buildings
A/M/r
PR
Mowing
A/M/r
PR
. Maintain Structures Adaptable to Project Use
A/M/r
PR
Maintain Piers and Bulkheads
A/M/r
PR
Visitor Centers and Personnel
A/M/r
PR
Maintain Visitor Centers
A/M/r
PR
Visitor Control
A/M/r
PR
Law Enforcement
A/M/r
PR
Ma attain Water Supply Sources
A/M/r
PR
Maintain or Monitor Wastewater Treatment
A/M/r
PR
Maintain or Replace Signs, Markers, and Buoys
A/M/r
PR
Reports and Statistics of Rec. Use and Costs
A/M/r
PR
ll. Land Management Activities (Damsite Area Not
Included in
Lease 'Premises)
Maintain or Replace Roads
PR
3

I 1 .
Const. Minor Fac. and Roads
Trash Collection
Maintain Reservoir Mgt. Fac.
Mowi11g
Maintain Piers and Bulkheads
Dam Operation
Dam Maintenance
Maintain or Replace Signs or Markers
Reports and Statistics
O&M budget Preparation
12. Archcologieal and Historical Maiingiment
13. Maintain Boat Launch Ramps
f
Responsible
Agency
Corps State
PR
PR •
PR
PR
PR
PR
PR
PR
PR
PR
A/r PR
(a) Recreational Sites PR
(b) Operational Area/Not Included in Lease PR
Premises
_ (c) Public Safety and Convenience PR
14. Use Allocation of Reservoir Waters (Water
Allocation Pian) JR JR
' Use Allocation Enforcement PR
.ADE:
PR - Primary Responsibility. The agency having primary responsibility is that
agency accountable to insure that all functions of a given task are fully
implemented. If the agency with secondary responsibility fails or
declines to participate, the primary agency may complete the task
unilaterally.
JR - Joint Responsibility. Both agencies are equally accountable/responsible
.for the functions required to insure full implementation of a given task.
A - Assisat. Agency with "assist" responsibility will be provided an opportu-
.nity to participate in the activity of a given task prior to the finali-
zation of the task. To "assist" should not automatically impose a mone-
tary burden on the assisting agency. However, -it is active par'ticipati'on
upon request of the agency having primary responsibility.
M - Monitor. To monitor is to remain aware of the activities comprising a
given task to insure fulfillment of the other agency's responsibilities.
This should noc be Interpreted to mean detailed inspection of activities
on a regular schedule, but it is passive participation, without having
to be requested, at the discretion of the monitoring agency.
Review and Approve. ThiA mpm to survey or inspect the document or
Instrument Tor accuracy and content with the power to veto/disapprove the
document/action for cause.
4

DWR
State of North Carolina
Department of Environmental Quality
Dfvtslon of Water Resources Division of Water Resources
15A NCAC 02B.0233 (8)(b),.0243 (8)(b),.0250 (11)(b),.0259 (8)(b), .0267 (11)(c),.0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1a. Name of project:
Jordan Lake State Recreation Area: Seaforth Erosion Control Repairs and
Improvements
1 b. County:
Chatham
1c. Nearest municipality:
Pittsboro
1d. Subdivision name:
N/A
1 e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern AEC ?
El Yes ® No
2.
Owner Information
2a. Name on Recorded Deed:
State of North Carolina - leased from US Department of the Army
2b. Deed Book and Page No.
NA - Deed not available. Lease agreement provided.
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
NA
2d. Responsible Party
for Corporations):
NC Division of Parks and Recreation
2e. Street address:
121 W.Jones Street
2f. City, state, zip:
Raleigh, NC 27699-1615
2g. Telephone no.:
919-707-9300
2h. Fax no.:
2i. Email address:
state. [e-mail]
3.
Applicant Information (if different from owner)
3a. Applicant is:
® Agent El Other, specify:
3b. Name:
Shederick Mole
3c. Business name
(if applicable):
Jordan Lake State Recreation Area
3d. Street address:
280 State Park Road
3e. City, state, zip:
Apex, NC 27523
3f. Telephone no.:
919-362-0586
3g. Fax no.:
3h. Email address:
[e-mail]
4.
Agent/Consultant Information (if
applicable)
4a. Name:
Melvin Burnette
4b. Business name
ff applicable):
GFIBA
4c. Street address:
309 North Boylan Ave
4d. City, state, zip:
Raleigh, NC 27603
4e. Telephone no.:
919-833-1212
4f. Fax no.:
4g. Email address: I
[e-mail]
FORM: BA 10-2013 Page 1 of 5

B. Project Information and Prior Project History
1.
Properly Identification
1 a. Property identification no. (tax PIN or parcel ID): 9792 00 35 0720
1b. Site coordinates (in decimal degrees): Latitude: 35.726516 1 Longitude: -79.033653
1c. Property size: Project=1.97 acres of total site of 38565 acres
2.
Surface Water
2a. Name of nearest body of water to proposed project: Jordan Lake
2b. Water Quality Classification of nearest receiving water: WS-IV,B;NSW,CA
2c. River basin: Cape Fear
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
Public swim beach
3b. Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Sal Survey Map
depicting the proiect site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
No streams. Approx 9601f of lake shoreline.
3e. Explain the purpose of the proposed project:
Replace deteriorating timber retaining wall with heavy precast concrete segmental units. Replenish beach
sand. Repair damaged walkway. Repair and reinforce existing drainage swales.
3f. Describe the overall project in detail, including the type of equipment to be used:
Placement of beach sand, repair of existing pavements, grading, placement of rip rap, placement of silt fence,
installation of retaining wall units, and seeding of disturbed areas to be accomplished using standard methods
and equipment, such as hand tools skid steers excavators and dump trucks.
4.
Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
the Corps or State been requested or obtained for this
property/ project (includina all priorphases) in thepast?
El Yes No Unknown
Comments:
4b. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company:
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5.
Project History
5a. Have permits or certifications been requested or obtained
for this project(including all prior hases in thepast?
0 Yes 0 No El Unknown
5b. If yes, explain and detail according to "help file" instructions.
Sedimentation/Erosion Control perrrdt requested from NC DEQ DEMLR.
6:
Future Project Plans
6a. Is this a phased project? Yes 0 No
6b. If yes, explain.
FORM: BA 30-2013 Page 2 of 5

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?
❑ Neuse ❑ Tar-Pamlico ❑ Catawba
❑ Randleman ® Jordan ❑ Goose Creek
1b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number —
impact
(exempt, allowable,
mitigation
impact
impact
Permanent (P)
allowable w/
required?
(sq ft)
(sq ft)
or Temporary
mitigation)
T
Protection of
131 ®P ❑ T
Existing
allowable
Jordan Lake
❑ Yes ® No
0
1300
structures and
stream banks
B2 ® P ❑ T
Grading
Exempt
Jordan Lake
❑ Yes ® No
0
3900
Temporary
B3 ❑ P ® T
Sediment and
allowable
Jordan Lake
❑ Yes ® No
900
500
Erosion Control
B4 Lj P T
❑ Yes No
B5 P T
LJ Yes ❑ No
B6 P T
-rTY—e-s-0 No
Total buffer impacts
900
5700
1c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
No new disturbances are proposed. The project consists only of improvement, repair, and replacement of
existing structures and uses. Further, the purpose of the improvements is to make existing elements within
and around the riparian buffer zone more durable and less subject to erosion.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. Temporary sedimentation and erosion control measures, including silt fence and construction
entrance, shall be installed. Disturbed areas will be seeded for stabilization.
FORM: BA 10-2013 Page 3 of 5

2. Buffer Mitigation
All buffer impacts and high ground impacts require diffuse flow or other form of
2a. Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
Yes EFNo
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact Multiplier
(square feet
Required mitigation
(square feet
Zone 1 3 (2 for Catawba)
environmental document pursuant to the requirements of the National or State (North
Zone 2 1.5
Carolina) Environmental Policy Act NEPA/SEPA ?
Total buffer mitigation required:
1c. If you answered "yes" to the above, has the document been finalized by the State
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS
proposed?
0 Yes No
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
Comments:
2e. If no, then discuss what type of mitigation is proposed.
2. Violations
2f. Comments:
Yes No
E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑ parer BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1b. If you answered "yes" to the above, does the project require preparation of an
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
environmental document pursuant to the requirements of the National or State (North
plan for stornwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Carolina) Environmental Policy Act NEPA/SEPA ?
MpMW and attach a BMP Supplement Form.
1c. If you answered "yes" to the above, has the document been finalized by the State
F. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
Yes No
use of public federal/state land?
1b. If you answered "yes" to the above, does the project require preparation of an
El Yes No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act NEPA/SEPA ?
1c. If you answered "yes" to the above, has the document been finalized by the State
0 Yes No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
Yes No
Wetland Rules (15A NCAC 021-1,1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules 15A NCAC 02B .0200)?
2b. Is this an after -the -fact permit application?
Yes No
2c. If you answered *yes' to one or both of the above questions, provide an explanation of the violation(s):
tA
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
FORM: BA 10-2013 Page 4 of 5

Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by For government transportation projects sent by
First Class Mail via the US Postal Service: delivery service (UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
For all other projects sent by First Class Mail via
the US Postal Service
Karen Higgins
NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699 - 1617
FORM: BA 10-2013
For off other projects sent by delivery service
(UPS, FedEx, etc.):
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
Page 5 of 5

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Custom Soil Resource Report
Soil Map
N
r
6766M 676800 677000 677200 67740D 677600 677800 678000 6782M 678400 578 00 E7E 57 ,0
3
Map Scale: 1:11,500 if printed on A landscape (11" x 8.5") sheet
NMetiers r
0 150 300 600 900
Feet
0 500 1000 2000 3000
Map projection: Web Mercator Comer cwrdnates: WGS84 Edge tics: UTM Zone 17N WGS84
6
35° 43' 59" N
R
I

Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
Map
Map Unit Name
Acres in AOI
Percent of AOI
CrB
Creedmoor-Green Level
70.3
14.7%
complex, 2 to 6 percent
slopes
CrC
Creedmoor-Green Level
29.3
6.1%
complex, 6 to 10 percent
slopes
- --------------
W
Water
377.7
79.1%
Totals for Area of Interest
----------------
-----------------
477.3
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or

Custom Soil Resource Report
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
0

Custom Soil Resource Report
Chatham County, North Carolina
CrB—Creedmoor-Green Level complex, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol: 1 Ivtg
Elevation: 150 to 550 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Creedmoor and similar soils: 45 percent
Green level and similar soils: 40 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Creedmoor
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material. Residuum weathered from mudstone and/or shale and siltstone
and/or sandstone
Typical profile
Ap - 0 to 5 inches: sandy loam
E - 5 to 10 inches: sandy loam
Bt1- 10 to 15 inches: sandy clay loam
Bt2 - 15 to 45 inches: clay
C - 45 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately
low (0.00 to 0.06 in/hr)
Depth to water table: About 18 to 24 inches
Frequency of flooding: None
Frequency of ponding: None
Sodium adsorption ratio, maximum in profile: 13.0
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: D
Hydric soil rating: No
10

Custom Soil Resource Report
Description of Green Level
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Residuum weathered from mudstone and/or shale and siltstone
and/or sandstone
Typical profile
Ap - 0 to 7 inches: sandy loam
E - 7 to 10 inches: sandy loam
BE - 10 to 13 inches: sandy loam
Btss - 13 to 51 inches: clay
BCg - 51 to 65 inches: clay loam
CB - 65 to 80 inches: sandy loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately
low (0.00 to 0.06 in/hr)
Depth to water table: About 12 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Sodium adsorption ratio, maximum in profile: 20.0
Available water storage in profile: High (about 9.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: D
Hydric soil rating: No
CrC—Creedmoor-Green Level complex, 6 to 10 percent slopes
Map Unit Setting
National map unit symbol: 1 Ivtj
Elevation: 150 to 550 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Creedmoor and similar soils: 65 percent
11

Custom Soil Resource Report
Green level and similar soils: 25 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Creedmoor
Setting
Landform: Hillslopes on ridges
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Side slope
Down-slope shape: Concave
Across -slope shape: Convex
Parent material: Residuum weathered from mudstone and/or shale and siltstone
and/or sandstone
Typical profile
Ap - 0 to 5 inches: sandy loam
E - 5 to 10 inches: sandy loam
Bt1 - 10 to 15 inches: sandy clay loam
Bt2 - 15 to 45 inches: clay
C - 45 to 80 inches: sandy clay loam
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately
low (0.00 to 0.06 in/hr)
Depth to water table: About 18 to 24 inches
Frequency of flooding: None
Frequency of ponding: None
Sodium adsorption ratio, maximum in profile: 13.0
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: D
Hydric soil rating: No
Description of Green Level
Setting
Landform: Hillslopes on ridges
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Side slope
Down-slope shape: Concave
Across -slope shape: Convex
Parent material: Residuum weathered from mudstone and/or shale and siltstone
and/or sandstone
Typical profile
Ap - 0 to 7 inches: sandy loam
E - 7 to 10 inches: sandy loam
BE - 10 to 13 inches: sandy loam
Btss - 13 to 51 inches: clay
BCg - 51 to 65 inches: clay loam
12

Custom Soil Resource Report
CB - 65 to 80 inches: sandy loam
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately
low (0.00 to 0.06 in/hr)
Depth to water table: About 12 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Sodium adsorption ratio, maximum in profile: 20.0
Available water storage in profile: High (about 9.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: D
Hydric soil rating: No
W Water
Map Unit Composition
Water.- 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Water
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8w
Hydric soil rating: No
13

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JORDAN LAKE STATE RECREATION AREA
SEAFORTH EROSION CONTROL REPAIRS AND IMPROVEMENTS
APEX, NORTH CAROLINA
SCO I D#: 18-19140-01
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
DIVISION OF PARKS & RECREATION
JORDAN LAKE
STATE RECREATION AREA
0 2.3 Mu,s
0
VICINITY MAP
NOT TO SCALE
SITE/CIVIL
GEORGE FINCH/BONEY & ASSOCIATES, PA
309 NORTH BOYLAN AVENUE, RALEIGH, NC 27603-1402
TEL, (919)
GEORGE M. FINCH, JR., RLA- LICENSE # NC 375
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L2 EXISTING CONDITIONS
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2/25/2019
PRH_IMINARY
NOT FOR CONSTRUCTION
REVISIONS
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GENERAL NOTES
1) PLANIMETRIC AND TOPOGRAPHIC INFORMATION TAKEN FROM FIELD SLRVEY
AND DIGITAL FILE PREPARM BY GEORGE FINCWBONEY AND ASSOCIATES, PA
RALEIGH, NC. BENCHMARK IS AS SHOWN CN DRAWINGS
2) DEVELOPMENT WENCH WILL TAKE PLACE WITHIN TFE LIMITS OF THE 100 YR
FLOODPLAIN AT ELEVATION 237$ IS DESIGNED IN ACCORDANCE WITH THE
REOUN215MENTS OF E7ECLITIVE ORDER NO. 123- NIPORM FLOODPLAIN
MANAGEMENT POLICY.
EXISTING
SHOW92 HOUSE
MA NUC NAIL FLOOD PLAIN
NC GRID COORDINATES (NA083/2011) ZONE AE
N-719,256.80 FT
E=1,989.840.53 FT
ELEVATION -235.02 FT (NAND 88)
30 0 30 60
SCALE IN FEET
LEGEND
T
EXISTING SN BOL PROPOSED
DESCRIPTION
WALK
DIVERSION SWALE
-TF-
TREE PROTECTION PENCE
_Sr-
SILT FBJCE
---LOD-
LIMITS OF DISTL.RBANCE
- - - 312 - - -
CONTOLf2S
-}-�
SPOT ELEVATION
ICI SAW CUT AND REMOVE
I EXISTNJG ASPHALT WALK
FLOOD PLAIN AND TIMBER EDGIING
ZONE AE
EXISTNJG WALK I I
Ta II II EXISTING TR!£O5 ff�� ,
'PICNIa
235 SLT��. G ��
1 t��° �✓.' /.�Q EXISTING ASPHALT
- ---_ 234 LAWN _ / C I I ,` / .y'� - ��-� �� WALKWAY LNDERCUT
AND DETERIORATING
I/ % ' _ 233 ' EXISTING �� W 23� ),AWN
// `- `� �! 4 \ FROM EROSION
-SAW our WELL DEFINED — _ — EXISTI ION AND Tiny �Ir� � %C� / / / %
PICNIC I I I ` EXISTING DIVERSION 232 I PICNIC
� / - �^ ALE DEGRADED - - 232 - / 1 / -� 23 /> / / / /� Q-_
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225 - 224 3
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222 _ , .�� / / �// / 2t8 IDI DUET RETAI WALL FA I�
221
220
219 - - _ - - - .. .. .. - - 2t'1 i ' EXISTING DETERIORATING WOODEN �
- ONE I RIPARIAN B'Ff43 - - - - NWNS WNL FENCE. AND STEPS TO
' Z _ _ BETA
218 _ - - - - - - _- - - _ - � 2t6 BE REMOVED
217 - - -- - - - - -- -
216 21600 FULL POOL WATER LEVEL /r
d 2/25/2019
I i ``ONmu_
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SWIMMING AREA = — -
-= PRELIMINARY
NOT FOR CONSTOXTION
JORDAN LAKE • •, � I v R� 1 EXISTING CONDITIONS AND D hMn ION PLAN
LL2A scAm r • 90'
REVISIONS
DRAWN BY MNB
CHECKED BY
PROI. NO. 17017
LATE 2/2512019
L2
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GRADNG NOTES _
D TOPOGRAPHIC INFORMATION SHOWN HEREIN IS TAKEN FROM A FIELD SLRVEY AND
AMP BY GEORGE FINCHVBONEY E ASSOCIATES, PA RALEIGH, NORTH CAROLINA,
COtiPLETM ON OCTOBER B. 2018.
2) CONTRACTOR SHALL VERIFY ALL GRADES AND DIMENSIONS ON SITE PRIOR TO
CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES TO THE LANDSCAPE
ARCHITECT FOR AD.LLSTM E NT.
3) LOCATIONS FOR EXISTING UTILITIES SHOWN ON TI -ESE PLANS ARE APPROHMATE ONLY.
CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND SHALL BE
RESPONSIBLE FOR ANY DAMAGE TO SAA,£ PRIOR TO ANY TRENCHING OR
EXCAVATION CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE TO
COORDINATE THESE
4) CONTRACTOR SHAH AT ALL TIMES MAINTAIN ADEOUATE SAFETY MEASURES,
ACTIVITIES, AND BARRICADES FOR THE PROTECTION OF ALL PERSONS ON OR ABOUT
THE SITE ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE
WITH APPLICABLE REGULATIONS OF THE THE OCC DATION AL SAFETY AND HEALTH
DIVISION OF THE NORTH CAROLINA DEPARTMENT OF LABOR. COPIES OF THE
APPLICABLE REGLLATIONS MAY BE OBTAINED FROM THE NORTH CAROLINA
DEPARTMENT OF LABOR, OCCUPATIONAL HEALTH AND SAFETY DIVISION 413 NORTH
SALISBURY STREET. RALEIGH. NORTH CAROLINA CONTRACTOR SHALL BE RESPONSIBLE
FOR THE DESIGN OF ADEOUATE SHORING AND BRACING IN ALL TRENCHES BE
RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ADEQUATE SHORING AND
BRACING, AND THE AND EICAVATIONS THAT ARE A PART OF THE CONSTRUCTION
OPERATIONS OF THIS PROJECT. CONTRACTOR SHALL PROTECTION OF ALL PERSONS
AND PROPERTY ON OR ABOUT THE CONSTRUCTION SITE
5) THE TOTAL DISTLRBED AREA IS 144.032 SOLIARE FEET (3.3 ACRES).
6) THE ENTIRE PRO., -CT SITE IS LOCATED WITHIN FEMA FLOOD ZONE *AF-*
7) DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100 YR FLOODPLAIN
AT ELEVATION 237.8 IS DESIGNED IN ACCORDANCE WITH THE REOUIRErBNTS OF
EXECUTIVE ORDER NO. 123{NIFORM FLOODPLAIN MANAGEMENT POLICY.
PROPOSED RIPARIAN BUFFER IMPACTS
DESCRIPTION TYPE OF IMPACT ZONE I(SF)
ZONE 2(SF)
PROTECTION OF EXISTING
ALLOWABLE O
1300
STRL1CTL RES AND STREAM
BANKS - PE32MANE T
TF
TREE PROTECTION FENCE
GRADING IN ZCNE 2
-PERMANENT
EXEyPT O
3900
TEMPORARY SEDIMENT
ALLOWABLE 900
500
AND EROSION CONTROL
SPOT ELEVATION
TOTAL
900
5700
LEGEND
YMBOL'
l -7(I IVIG PROPOSED
DESCRIPTION
-------
WALK
—+ --�
DIVERSION SWALE
TF
TREE PROTECTION FENCE
SF
SILT FENCE
---LOD—
LIMITS OF DISTLRBANC.E
---312---
CONTOLRS
+--Eim
SPOT ELEVATION
ED
FLOOD PLAIN
ZONE AE
- 2 2
1 \ — _�perp1g��
7"TIN6 ISMS i',?a \ ' I/ /y9� / — 230
`29 — — —� T = i EXL9FIING TRS 22T
E, 226
/
aQ 227\ 225
TIMBER — — 226\
226--------------
22S — — — 224Lp y_
— — — — — — — — 223 - 1 I l�3 \ —
\ /—
/ \ EXISTW TTR�S \ _ — — — - 224 - — — — — — — — — —
22a—--SEAFORTHSWIM.ocn Wil_—
--- — _
222 — — — — — — — — —
— — —221 - — — — — — — • , =�=�- — — — — 2,9 _ / — / i'`pD� 0�--------
. -' ZOPE
_ - 220
219
. — • — .. "'� .. — . — — �O''ICSNE'I IPARIAdJ BFF82—
��l.. � .. — — — _ — — — - 216 - — — — _ — — 2,6 4p0'
— — — — _ — — — — — — -- — — — — — — — — — 217 — — — — — — — — LO.O—
r yy5 D.
AWAY
30 0 30 60
SCALE IN FEET
Loss
low MAI
APPROXIMATE LOCATION OF
CONSTRLICTI N ACCESS T 0
BE FIELD DETERMINED.
6p
a NEN/ GRASS LINED /
)DIVERT RUNOFF
DM BEACH AREA
TIMBER BORDER AND FLLL POOL WATER LINE
AS SHOWN PLACE SAD TO MATCH EXISTING
TO SUPPLEMENT EXISTING BEACH SMD IN
AREAS OF EROSION TO PROVIDE A
CONSISTENT FINISH DEPT14 OF 17.
SWIMMING AREA
JORDAN LAIC
Al
kV
CONSISTENT DEPTH OF 17
Icyc.--R� :xiy
BASE OF WALL �✓
CONSTRl1CT NEW RETAINING WALL /
OF LARGE• HEAVY PRECAST IJ
CONCRETE SEGMENTAL WALL LNITS
SILT PENCE
EXISTING SWIM LINE AND
SWORE ANCHORS TO REMAIN
/ 2/25/2019
gyp- 4aawu�"'i
PRELIMINARY
NOT FOR CONSTRUCTION
I SITE IMPROVEMENTS PLAN
LL3A SOAm r • 30'
SHOWING GRADING. SEDIMENTATION
AND EROSION CONTROL
REVISIONS
DRAWN Bt AMIE
CHECKED BY
PRO). NO. 17W
DATE 2/25/2019
L3
SHEET OF
0
BENCHMARK
MAGNETIC NAIL
NC GRID COORDINATES (NA083/2011)
N-719,256.80 FT
TRENCH DRAIN
E-1,989,840.53 FT
ELEVATION -235.02 FT (NAVD 88)
PLACE NEW
(
(
WALK
AND EDGING
ESTABLISH NEW BERM
00�
. LI
ISTI N
ESTABLISH NEW
BL
ESTABLISH NEW GRASS LINED
WALE WITH
.0((
�
STONE LINED
MATTING. 21 SLOPE MIN
FLOOD PLAIN
IARs —,
0.,
ZONE AE Am Es
SHOWN / —
— 2�I-4'oI
.O� LAS — —
LA
- 2 2
1 \ — _�perp1g��
7"TIN6 ISMS i',?a \ ' I/ /y9� / — 230
`29 — — —� T = i EXL9FIING TRS 22T
E, 226
/
aQ 227\ 225
TIMBER — — 226\
226--------------
22S — — — 224Lp y_
— — — — — — — — 223 - 1 I l�3 \ —
\ /—
/ \ EXISTW TTR�S \ _ — — — - 224 - — — — — — — — — —
22a—--SEAFORTHSWIM.ocn Wil_—
--- — _
222 — — — — — — — — —
— — —221 - — — — — — — • , =�=�- — — — — 2,9 _ / — / i'`pD� 0�--------
. -' ZOPE
_ - 220
219
. — • — .. "'� .. — . — — �O''ICSNE'I IPARIAdJ BFF82—
��l.. � .. — — — _ — — — - 216 - — — — _ — — 2,6 4p0'
— — — — _ — — — — — — -- — — — — — — — — — 217 — — — — — — — — LO.O—
r yy5 D.
AWAY
30 0 30 60
SCALE IN FEET
Loss
low MAI
APPROXIMATE LOCATION OF
CONSTRLICTI N ACCESS T 0
BE FIELD DETERMINED.
6p
a NEN/ GRASS LINED /
)DIVERT RUNOFF
DM BEACH AREA
TIMBER BORDER AND FLLL POOL WATER LINE
AS SHOWN PLACE SAD TO MATCH EXISTING
TO SUPPLEMENT EXISTING BEACH SMD IN
AREAS OF EROSION TO PROVIDE A
CONSISTENT FINISH DEPT14 OF 17.
SWIMMING AREA
JORDAN LAIC
Al
kV
CONSISTENT DEPTH OF 17
Icyc.--R� :xiy
BASE OF WALL �✓
CONSTRl1CT NEW RETAINING WALL /
OF LARGE• HEAVY PRECAST IJ
CONCRETE SEGMENTAL WALL LNITS
SILT PENCE
EXISTING SWIM LINE AND
SWORE ANCHORS TO REMAIN
/ 2/25/2019
gyp- 4aawu�"'i
PRELIMINARY
NOT FOR CONSTRUCTION
I SITE IMPROVEMENTS PLAN
LL3A SOAm r • 30'
SHOWING GRADING. SEDIMENTATION
AND EROSION CONTROL
REVISIONS
DRAWN Bt AMIE
CHECKED BY
PRO). NO. 17W
DATE 2/25/2019
L3
SHEET OF