19890052 Ver 1_Complete File_19890101

?STATo
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor August 9, 1989 R. Paul Wilms
William W. Cobey, Jr., Secretary Director
Dr. George J. Oliver
Carolina Power and Light Company
Post Office Box 3 27
New Hill, North Carolina 27562
Dear Dr. Oliver:
Subect: Certification Pursuant to Section 401
of the Federal Clean Water Act,
Proposed Replacement of Flashboard System
Carolina Power and Light Company
Blewett Falls Dam
Pee Dee River
Richmond and Anson Counties
Attached hereto are two (2) copies of Certification No. 2362
issued to Carolina Power and Light Company dated August 9, 1989.
If we can be of further assistance, do not hesitate to
contact us.
Sincerely,
R. Paul Wilms
r
Attachments
cc: Wilmington District Corps of Engineers
Fayetteville Regional Office
VVIr. William Mills
Mr. George Everett
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
Richmond and Anson Counties
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the
requirements of Section 401 Public Laws 92-500 and 95-217 of the
United States and subject to the North Carolina Division of
Environmental Management Regulations in 15 NCAC 2H, Section .0500
to Carolina Power and Light Company pursuant to an application
filed on the 10th day of July, 1989 to replace the flashboard
system at Blewett Falls Dam.
The Application provides adequate assurance that the
discharge of fill material into the waters of Blewett Falls Lake
in conjunction with the proposed flashboard replacement
in Richmond and Anson Counties will not result in a violation of
applicable Water Quality Standards and discharge guidelines.
Therefore, the State of North Carolina certifies that this
activity will not violate Sections 301, 302, 303, 306, 307 of PL
92-500 and PL 95-217 if conducted in accordance with the
application and conditions hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as
to prevent significant increase in turbidity
outside the area of construction or construction
related discharge (increases such that the
turbidity in the Stream is 50 NTU's or less are not
considered significant).
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall become null and void unless the
above condition is made a conditions of the Federal Permit.
This the 9th day of August, 1989.
DIVISION OF ENVIRONMENTAL MANAGEMENT
R. Paul Wilms, Director
WQC# 2362
DIVISION OF ENVIRONMENTAL MANAGEMENT
August 3, 1989
MEMO TO: Bill Mills
Permits & Engineering
FROM: M. J. Noland, Regional Supervis r
Fayetteville Regional Office
SUBJECT: 401 Certification
Blewett Falls Dam
Carolina Power and Light Company
Anson - Richmond County
The subject project involves the renovation of the Blewett Falls Lake dam
located on the Anson - Richmond County line. Carolina Power and Light intends
to remove and replace the existing concrete cap section of the dam over a 1319
ft. span. Flashboards and standards will also be replaced during this
construction. In order to complete construction as quickly as possible, CP&L
has requested permission to push the deteriorated concrete over the side of
the dam as it is being removed. An estimated total of 1,200 to 1,300 cubic
yards of concrete will be disposed of on either side of the dam.
No excavation should be required. Erosion and sedimentation should pose
no problems in a project such as this.
It is the recommendation of this office that the appropriate
certification be issued. The following condition should be included:
Appropriate measures shall be taken to prevent significant increase in
turbidity of the Pee Dee River below Blewett Falls Dam during the course
of this construction.
If additional information or clarification is required, please advise.
KA/gc
Ap _1%
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
CESAW-C089-N-004-0369 July 6, 1989
PUBLIC NOTICE
CAROLINA POWER AND LIGHT COMPANY, SHEARON HARRIS ENERGY AND ENVIRONMENTAL
CENTER, Route 1, Box 327, New Hill, North Carolina 27562, has applied for a
Department of the Army permit TO PLACE CONCRETE DEBRIS MATERIAL RESULTING FROM
RENOVATION AND RESTORATION OF A FLASHBOARD SYSTEM ON THE SPILLWAY DAM ON
BLEWETT FALLS LAKE, NEAR LILESVILLE, Anson-Richmond Counties, North Carolina.
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the Corps of Engineers. Plans submitted with the
application show an estimated 1,200 to 1,300 cubic yards of deteriorated
flashboard support system concrete to be removed from the crest of the dam.
The chucks of concrete are to be disposed of by pushing them over the side of
the spillway dam through a distance of approximately 1,320 feet. The purpose
of the work is to effect essential repair to the dam. Plans showing the work
are included with this public notice.
The State of North Carolina will review this public notice-to determine
the need for the applicant to obtain any required State authorization. No
Department of the Army permit will be issued until the coordinated State
viewpoint on the proposal has been received and reviewed by this agency, nor
will a Department of the Army permit be issued until the North Carolina
Division of Environmental Management has determined the applicability of a
Water Quality Certificate as required by PL 92-500.
This application is being considered pursuant to Section 404(b) of the
Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within
the comment period specified in the notice, that a public hearing be held to
consider this application. Requests for public hearing shall state, with
particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this worksite is not registered property or property listed as being eligible
for inclusion in the Register. Consultation of the National Register
I
-2-
constitutes the extent of cultural resource investigations by the District
Engineer, and he is otherwise unaware of the presence of such resources.
Presently, unknown archeological, scientific, prehistorical, or historical
data may be lost or destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that
the proposed activity will affect species, or their critical habitat,
designated as endangered or threatened pursuant to the Endangered'Species Act
of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards and flood plain values (in accordance with Executive Order
11988), land use, navigation, shore erosion and accretion, recreation, water
supply and conservation, water quality, energy needs, safety, food and fiber
production, mineral needs, considerations of property ownership, and, in
general, the needs and welfare of the people. For activities involving the
placement of dredged or fill materials in waters of the United States, a
permit will be denied if the discharge that would be authorized by such permit
would not comply with the Environmental Protection Agencies' 404('b)(1)
guidelines. Subject to the preceding sentence and any other applicable
guidelines or criteria, a permit will be granted unless the District Engineer
determines that it would be contrary to the public interest.
Generally, the decision whether to issue this Department of the Army
permit will not be made until the North Carolina Division of Environmental
Management (DEM) issues, denies, or waives State certification required by
Section 401 of the Clean Water Act. The DEM considers whether or not the
proposed activity will comply with Sections 301, 302, 306, and 307 of the
Clean Water Act. The application and this public notice for the Department of
the Army permit serve as application to the DEM for certification.
Additional information regarding the Clean Water Act certification may be
reviewed at the offices of the Environmental Operations Section, North

-3-
Carolina Division of Environmental Management, Salisbury Street, Archdale
Building, Raleigh, North Carolina. Copies of such materials will be furnished
to any person requesting copies upon payment of reproduction costs.
The North Carolina Division of Environmental Management plans to take
final action in the issuance of the Clean Water Act certification on or after
July 28, 1989.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management, Post Office Box 27687, Raleigh,
North Carolina 27611-7687, on or before July 24, 1989, Attention:
Mr. William Mills.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Hugh Heine, until 4:15 p.m.,
August 7, 1989, or telephone [phone].
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CONCRETE DEBRIS TO BE DISPOSED
I-F OFF SIDE OF A
S ITE PLAN
SCALE= I'm 200'
M '
CAROLINA POWER & LI PLAN
SPILLWAY BLEWETT DAM HYDROELECTRIC RESTORATION PROS
` S?? 2 oG 3
a .
A
t'

CAROLINA POWER a LIGHT COMPANY
BLEWETT HYDROELECTRIC PLANT
SPILLWAY DAM RESTORATION PROJECT
' r
EXISTING CONCRETE CAP SECTION
TO BE REMOVED AND REPLACED
WITH NEW CONCRETE
EL. 139'
EL. 135'
EL. 130'
EL. 125'
EL. 120'
EL. 115'
EL. 110'
EL. 105'
EL. 100'
EL. 95'
EL. 90'

-

shl4r .3 ,, .3
TYPICAL SPILLWAY SECTION W/ 4'-0" FLASHBOARDS
SCALE:- I = 10'
l?
I.
IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
July 5, 1989
t.
SUBJECT: File No. CESAW-C089-N-004-0369
Mr. William Mills
Water Quality Section
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Mills:
Enclosed is the application of Carolina Light and Power Company for
Department of the Army authorization and a State Water Quality Certification
to place concrete debris material resulting from renovation and restoration of
a flashboard system on the spillway dam on Blewett Falls Lake, near
Lilesville, Anson-Richmond Counties, North Carolina. Your receipt of this
letter verifies your acceptance of a valid request for certification in
accordance with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification may be required under the provisions of Section 401 of the same
law. A Department of the Army permit will not be granted until the
certification has been obtained or waived.
In accordance with our administrative regulations, 60 days after receipt
of a request for certification is a reasonable time for State action.
Therefore, if you have not acted on the request by September 5, 1989, the
District Engineer will deem that waiver has occurred.
Questions or comments may be addressed to Mr. Hugh Heine, telephone (919)
251-4725.
Sincerely,
Vh a r ?s W. 1 ief, Regulatory Branch
Enclosure
-2-
Copy Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
. qD q
lily 1_0
SERIAL: ESS-89-455
JUN 2 3 589
Mr. Hugh Heine
U.S. Army Corps of Engineers
Regulatory Functions Branch
Wilmington District
P. 0. Box 1890
Wilmington, NC 28402
RE: Carolina Power & Light Company
Blewett Hydroelectric Plant
Spillway Restoration Project
Dear Mr. Heine:
Carolina Power & Light Company (CP&L) iz proposing t und< tak a Prr'OV
at its Blewett Hydroelectric Plant located at the Blewett Falls Lake on the
Yadkin/Pee Dee River system on the Anson-Richmond County line. That project
will entail removing deteriorated concrete from the crest of the spillway dam
and restoring, the existing flashboard system also on the crest of the spillway
dam.
In carrying out this project, it is expected that an estimated 1200 -
1300 cubic yards of deteriorated existing .flashboard support syohAm concrete
will have to be removed from the crest of the dam. CP&L proposes to dispon(-
of the chunks of concrete by pushing the waste concrete over the side of the
spillway dam. It is our understanding that disposing of the concrete in that
manner will require 401 Water Quality Certifi.c:at:ion to be issued by the State
of North Carolina Department of Natural Resources and Community Develorment
(DNRCD) and a 404 Permit from the U.S. Army Corps of Engineers for discharge
of fill material into waters of the United States.
Accordingly, please find enclosed a completed application Focv as CPAV;-)
request for a 404 Permit from the U.S. Corps of Engineer3 to dispose of the
concrete chunks in the manner described above. Also, enclosed please find
plan and cross-sectional views of the project and a location map showing
directions to the Blewett Hydroelectric Plant. By copy of thts letter to
N. C. DNRCD, CP&L respectfully requests issuance of 401 Water Quality
Certification. Enclosed along with the above-mentioned items to DNRCD are a
copy of CP&L's deed to the Blewett Hydroelectric Plant dam and a check for
$100 payable to the Department to cover cost for processing the application.
A copy of the project plan and scope has been included in both submittals
and the appropriate portions of that scope highlighted for your review.
Hopefully, this information will sufficently clarify the details of this
project. Please note in the second paragraph of the project scope that the
water level in the Blewett Falls Lake will be lowered five feet below the
crest to facilitate access for the proposed repair work. It is anticipated
that should the necessary permits be issued to complete this job as proposed
by CP&L, drawdown of the lake will be reduced by a period of 1 - 2 weeks.
This reduction in drawdown time will minimize the potential impact on
recreational use of the lake and plant operations. The alternative to
disposing of the concrete chunks over the side of the spillway dam will be to
load the concrete onto trucks and haul it from the site for disposal
elsewhere. This will take longer than the proposed means of disposal.
Please contact Mr. R. H. Livermon in CP&L's General office at 919-546-
7102 should you have any questions with regard to this request. The
cooperation of the U.S. Army Corps of Engineers and the North Carolina
Department of Natural Resources and Community Development in this and other
matters is most appreciated.
Yours very truly,

G. J. Oliver, Ph.D.
i' Manager
Environmental Services
RHL/ad1:89-28RHL
Enclosures
cc: Mr. W. C. Mills
BLEWETT HYDROELECTRIC PLANT
SPILLWAY CREST RESTORATION.
PROJECT PLAN, BUDGET, AND INTERFACE DESCRIPTION
I. Project Goa].
Provide engineering and construction support to repair deteriorated
concrete and restore the existing flashboard system for the crest
of the spillway dam at the Blewett Hydroelectric Plant.
II. Project Objectives
A. By July 1, 1989, to issue design approved for construction.
B. By October 31, 1989, to complete construction of repair work.
C. By December 31, 1989, to provide as-built drawings to FOD.
III. Project Scope,
The Blewett spillway dam, 1468 feet (total) in length, has
experienced concrete deterioration along the crest, which is at
Elevation 135.0 (Blewett datum). The length of the repair section
is approximately 1319 feet; which includes two 50' sections, one
on each end of the spillway, which are at Elevation 137.01.
To facilitate access for the repair work, the water level will be
lowered to approximately Elevation 130.0 (five feet below crest);
and flashboards/flashboard supports will be removed. After
completion of construction, all flashboard standards will be'
replaced and the flashboards will be reinstalled.- Furnishing and
fabrication of all flashboards will be by the plant.
The existing concrete cap on the spillway crest will be removed at
the existing construction joint line (approximately 11-6" to 21-6"
below the crest) , and the exposed concrete surface will be scarified
and cianed. Hooked reinforcement steel dowels will be used to
anchor new concrete to the existing dam. Additional reinforcing
steel will be placed for temperature reinforcement. Also, a keyway
will be cut into the surface to provide additional resistance to
shear and reduce leakage. A continuous steel channel will be placed
to provide a seal surface for the flashboards at the crest. An,
embedded anchor plate will be installed to provide for a permanent
seat for the flashboard standards.
Existing.steel standards will be utilized to the extent possible,
and new standards furnished as required.' All new steel materials
including new flashboard standards will be hot-dipped galvanized.
Design of the flashboards will be reviewed to consider the
possibility of increasing the head before failure within project
limits of seven feet maximum (over crest).
30
8W.
Plea?c type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
Hydroelectric Plant. See attached project
plan scope or details.
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Maintenance of existing project.
1 APPLICANT
a. Name Carolina Power &,Li ht Company
Address P. . 0. Box 327 '
City New Hill State NC
Zip 27562 Dayphone [phone]
X Landowner or Authorized agent
b. Project name (if any) Blewett Plant
Spillway Crest Restoration
c. If the applicant is not the landowner, also give the
owner's name and address.
Carolina Power & Light Company owns the.
property.
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
at end of NC Secondary Road 1748
(Anson County)
b. City, town, community, or land - irk
near Lilesville, NC
c. County Anson - Richmond Co. Line
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water neares??ro ect
Project is at Blewett ilps Lake
-3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
c. Will the project be for community, private, or
commercial use?
Dam is used to back up water in Blewett
Falls Lake for hydroelectric power generation.
d. Describe the planned use of the project.
Would like to "fill" by disposing of concrete
chunks chipped from the existing as oard
support structure(s) over the sides o the dal
See attache project plan scope or eta is et
project.
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
N/A
b. Size of individual lot(s)
N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Elevation of Blewett datum - 135'
d. Soil type(s) and texture(s) of tract
N/A
C. Vegetation on tract N/A
f. Man-made features now on tract Blewett Falls Dam
g. What is the LAMA Land Use Plan Classification of
the site? (Consult the local land use plan.) N/A
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. How are adjaN pt waters classified?
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or,pier). Repair deteriorated concrete and
restore existing asl oar system or he
crest o the spillway am at the ewet
j. Has a professional archaeological survey been
carried out for tyre tract? If so, by whom?
Not to CP&L s know e ge.
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed N/A
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
N/A
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N/A
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, sucl as pavement, buildings, rooftops.
N?A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to/be used for paved surfaces.
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
j. Have these facilities received state or local approval?
N/A
k. Describe existing tW ent facilities.
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Discharge non-contact cooling
water, plant drain water, and flood
ewatering sump wastewater from the
Blewett powerhouse (plant) into the
Yadkin River Pee Dee River).
m. Water supply source Yadkin River/Blewett Falls Lal
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beacjAaccessways or provide now access.
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
N/A
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat rarr
rock jetty)
Fill placed in
wetland or below
MIIW
Upland fill
areas
Length Width Depth
b. Amount of material to be excavated from below
water level in cubic yards N/A
c. Type of material N/A
d. Does the area to be excavated include marshland,
swamps, or other wetlands? N/A
e. High ground excavati Non, in cubic yards
a/R9
f. Dimensions of spoil disposal area
Along length of dam repair section
g. Location of spoil disposal area upstream/down-
stream sides op dam.
h. Do you claim title to the disposal area? Yes
If not, attach a letter granting permission from the
owner.
d. Type of bulkhead material N/A
C.
Amount of fill, in cubic yards, to be placed below
mean high water N/A
f. Type of fill material N/A
i. Will a disposal area be available for future
maintenance? N/A
If so, where?
8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form, the follow-
srips, or water areas?
Tg ing items must be submitted:
e
k. Will the fill material be placed below mean high A copy of the deed (with state application only) or other
water? Yes instrument under which the applicant claims title to the

1. Estimated 1200-1300. affected property. If the applicant is not claiming to be
Amount of fill in cubic yards the owner of said property, then forward a copy of the
m. Type of fill material Concrete deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
n. unP
Source of fill material Dam f lashhoard sszr cort the project.
u
rture s.
o. Will fill mat rial be placed on marsh or other
?o
An accurate work plat (including plan view and cross
wetlands? sectional drawings) drawn to scale in black ink on an 8
p. Dimensions of the wetland to be filled 1/2 x 11 white paper. (Refer to Coastal Resources
N/A Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosi?/controlled?
What type of construction equipment will be used
(for example, dragline, backhoc, or hydraulic
dredge)? trucks, lioe-ram, backlioe, cranes.
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts.
N
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap
N/A
normal water level c. Shoreline erosion during preceding 12 months, in
b. Average distance watcrwU¢I f mean high water or
1319' ) feet N/A
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with lie area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
Name
Address N/A.
. jacent CP & L owns
to the lake property ad-
(upstream) and
river ( downstream) for several

Name hundred ee in ei ther direction.
Address
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None for this project.
A check for $100 made payable to the Department of
Natural Resources and Community Development to
cover the costs of processing the application.
A signed ACC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the pen-nit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a marmer consistent with such program.
I further 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
project.
This is the - ' day of ?- ' , 19 L
Landowner,or'Authori zed agent
;1; ? LJ d Sa.umuh GI. /
T SI
' .30 4 v ,rr? yit 11 A I),•
,., .7•? mil.. ?? O
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BLEIVITT
r B.,re char.) \// I,A1fE
Ch.
1L12 , a - ?? Fall Brand) _.•.T, vn v /
717 Ch. 35.00• P1POo05F,D
_f 67-
17 a 171} 11! ( -- - _ (.I''? - _ ',\ l j1LERBTT PALLS
!??j tLQi 6 1,11 DAM J
ti L5 - - - 1 17_ PEE DE
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no I lu,i v ti (./?
9
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1111 ?7?,?? ( 1 _
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° 11]1( 111; ,ry N 4 6.I
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1171 /sl to rlll
i
:, ,?f ?l e 1177 ,r _ M ` % •.I y311`"?2,i. q _ t7, l) \ -f1
a Sandy Ridge k n79i 1lIL a Sy1. `- -1 ( "\S lov
Ch.
Sandy Ploln, - ^ - ?6 y= 1490 11Li
1 Ch.l ,?
r7 1 J 1411 1?? I Old S-d,boro
1201 -w 1 I,W J.14i
i,:a- Ile)
?? 1411 1 M</AYUN
n]7 • ?rpr. I]] 110 -.1117 L?/
U +
ull s i'' ?) c_. / I !IY1- Iee7
177 I
N, C.
5. C. -1 too NC
52
II T i
Y -? MARLBORO W9
W9
I
COUNTY Ns
S1 KEY TO COUNTY ROAD NUMBCRS
`? M50 IUw.le,3 1401 li:]
A R 0 N A
11qE&_7_ / of 3
NOTE MAP INCLUDES ONLY STATE MAINTAINED ROADS OR
IMPORTANT NON-SYSTEM ROADS.
] • ""AGE NOT SHOWN ON FRONTAGE ROADS.
ROADS SHOWN AS OF JAN. Ir 19 Bt.
g ? i RI
&L£WETT F,4LLS LA KC

,LENGTH OF SPILLWAY ¢ 1469'=4p
LENGTH OF REPAIR AREA ? 1319 - a
(41 0
L550?0 b3 1 50
g ? r r 1 LAYDOWN
' FLASHBOARDS
CONCRETE DEBRIS TO BE DISPOSED
OFF SIDE OF DAM

V t (

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r

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f
A
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r 1'

00? 10
rt
S ITE PLAN
SCALE- I a 200 I I? ft;' ':
? f
r'
a LIGHT CO MPAI"' ¢t
CAROLINA POWER
EWETT HYDROELECTRIC PLANT.
BL
DAM RESTORATION PROD ?.
SPILLWAY
CAROLINA POWER a LIGHT COMPANY
BLEWETT HYDROELECTRIC PLANT
SPILLWAY DAM RESTORATION PROJECT
EXISTING CONCRETE CAP SECTION
TO BE REMOVED AND REPLACED
WITH NEW CONCRETE
EL. 139'
EL. 135'
E.L. 130'
EL. 125'
EL. 120'
EL. 115'
EL. 110'
EL. 105'
EL. 100'
EL. 95'
r
r

EL. -90'
r- r -

St?Z-r 3 ?,, 3
TYPICAL SPILLWAY SECTION W/ 4'--0" FLASHBOARDS
SCALE:- I"'; 10 `
r
r
r .
r