HomeMy WebLinkAbout19920314 Ver 1_COMPLETE FILE_19920803? I
SCATt
IN l ? 1992
•?' ?• WT/L?A?NDS GROW'
MIATE [HU11w errri,
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
225 North McDowell Street • Raleigh, North Carolina 27602
James G. Martin, Governor Roger N. Schecter
William W. Cobey, Jr., Secretary Director
June 15, 1992
MEMORANDUM
TO: Dr. George T. Everett, Director
Division of Environmental Management
FROM: John R. Parker, Jr.
Inland "404" Coordinator
SUBJECT: "404" Project Review
The attached U.S. Army Corps of Engineers Public Notice for Action No. 199202419
dated June 11, 1992 describing a proposed project by Lake.Badin Associates, c/o East
West Management, is being circulated to interested state agencies for comments on
applicable Section 404 and/or Section 10 permits.
Please indicate below your agency's position or viewpoint on the proposed project
and return this form by Ju]Ly 13, 1992. If you have any questions regarding the
proposed project, please contact me at 733-2293. When appropriate, in-depth
comments with supporting data is requested.
+ a
REPLY This office sigpert-s the project proposal.
No comment.
Comments on this project are attached.
This office objects to the project as proposed.
Signed Date 3 2
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-2293
I ? F?r
VVtIi-ANDS ciiWa [`
L YJA'D QUAL Y SY SECTL
DIVISION OF ENVIRONMENTAL MANAGEMENT
August 18, 1992
M E M O R A N D U M
TO: John Dorney
Water Quality Planning
FROM: M. J. Noland, Regional Supervisor
//y??/V
Fayetteville Regional Office
SUBJECT: 401 Certification
Lake Badin Associates
Boat Ramp and Launch Well
DEM Project No. 92314
Montgomery County
The subject project involves construction of a boat ramp, launch well,
and bulkhead at the proposed Uwharrie Point Marina on Badin Lake in Montgomery
County. According to information supplied by Mr. Jeff Richter of the COE,
wetland impacts are extremely small, primarily due to the steep slopes and
rock present at the site. Based on this information, and the fact that this
is obviously a water dependent project, it is the recommendation of this
office that the requested certification be granted. A verbal recommendation
was made on this project on August 11, 1992.
If additional information or clarification is required, please advise.
MJN/KA/mla
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,, unrt
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor A. Preston Howard, Jr., P.E.
William W. Cobey, Jr., Secretary August 13, 1992 Acting Director
Mr. Scott Murray
Lake Badin Associates
c/o East West Management Co.
190 Tinley Golf Course Road
Chapel Hill, NC 27514
Dear Mr. Murray:
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed boat ramp, dredging and bulkhead
Lake Badin-Uwharrie Point
Project # 92314, COE # 199202419
Montgomery County
Attached hereto is a copy of Certification No. 2771 issued
to Lake Badin Association dated August 13, 1992.
If we can be of further assistance, do not hesitate to
contact us.
Sincerely,
reston Howard, r. P.E.
UActing Director
Attachments
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Regional Office
Fayetteville DEM Regional Office
Mr. John Dorney
Mr. John Parker
Central Files
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 9 19/946 -6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015
An Equal Opportunity Affirmative Action Employer
. . Imo`
NORTH CAROLINA
Montgomery County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the
requirements of Section 401 Public Lajas 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 Lake Badin Associates pursuant to an application filed on the
8th day of July 1992 to construct a boat ramp, dredge a portion
of the lake, construct a boat launch well and bulkhead.
The Application provides.adequate assurance that the
discharge of fill material into the waters.of Lake Badin in
conjunction with the proposed boat ramp and bulkhead in
Montagomery County 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 25 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 conditions. are made conditions of the Federal Permit.
This the 13th day of August, 1992.
DIVISION OF ENVIRONMENTAL MANAGEMENT
"' " )m
. P eston Howard, Jr. E.
Acting Director
WQC# 2771
Ak. -
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO July 1, 1992
Regulatory Branch
Action ID. 199202419
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment, D
Health and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
S: September 1, 1992
,h ll _ $1992
Enclosed is the application of Lake Badin Associates, for Department of
the Army authorization and a State Water Quality Certification to establish a
marina facility, which involves the construction of a boat ramp with some
dredging, and the construction of a boat launch well which will include
dredging and a rip-rap bulkhead. 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 1, 1992, the
District Engineer will deem that waiver has occurred.
Questions or comments may be addressed to Mr. Jeff Richter, telephone
(919) 251-4636.
Sincerely,
e Wrigh
ief, Regulatory Branch
Enclosure
qk
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
14nx-1.4.,9
APPLICATION OR DEPARTMENT OF THE ARMY PERMIT' aKB APPROVAL Na 0702-0036
(as CPR su) Sspbas 30./une 1986
The Department of the Am r permit program in authorised by Section 10 of the River and Harbor Act of 1899, Section 404 of the
Clean Water Act and Sect{ 108 of the Marine, Protection, Research and Sanctuaries Act. Thane laws require permits authorising
activities in or afteetiag na le waters of the United.Ststse. the discharge of dredged or fW material into water of the United States,.
and the transportation' of material for the purpose of dumping it into ocean waters. Information provided on this form will be
used is eveluathlg the >1ppU lion for a permit. Information in this application is made a matter of public record through issuance of s
public notice. Disclosure of the information requested is voluntary; however, the data requested are necessary in order to communicate
with the applicant and !!to a uate the permit application. If necessary information is not provided, the perm{t application cannot be
processed nor can a permit issued.
One set of original drawing good reproducible copies which show the location and character of the proposed activity must be
attached to this application i see sample drawings and hutrucdons) and be submitted to the District Lngineer having jurisdiction over
the location of the proposed activity. An application that is not completed is lull will be returned.
1. APPLICATION NUMBER (To be mnWwd by Corps) 3. NAM[, ADDRESS. AND TITLE OF AUTHORIZED AGENT /-.
Jeff Shelden, P.E. ?(/
Moffatt & Nichol, Engineers a
Suite 1079 3717 National Drive `^.
R
l
i
h
NC 27612
2. NAM[ AND AGGRESS O APPLICANT
Lake Badin Associates a
e
g
,
Telephone no, during business hour
-781-1512
^4C( 91j
(Rosman")
c/o East West Management Co. ..
1
915 781
4626
190 Finley Golf Course Rd. -
Am(
(Owe.)
Chapel Hill, NC 27514 SbtsrnentofAutherlsation: IImebydesigns" andauthorize.
Moffatt & Nichol, Engineers to set In my behalf se my
Telephone no. during bushels hour meant in the processing of this permit application and to fumish, upon request,
Attn.: Scott Murray supplomentalinfo rrmetlanInsupport oftheapplication.
A/c ( 9191 787-18 9 (Residence) SIGNATURE OF AFPUCANT DATE
A/C( 919) 929-0660 (Omura) 5 ? G 4z
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY I
4e. ACTIVITY
1) Construction of Launch Well to serve dry storage facility.
2) Installation of Floating Docks.
3) Installation of Floating Fuel Dock.
4b. FU
Provide access to Lake Badin for residents and guests at the Uwharrie Point Development.
60. DISCHARGE OF OR[OGaO OR PILL MATERIAL
All material dredged (520 cy below Normal Pool 509.0) from the lake will be mixed with
other excavated soil in the development and used on site.
140.0 CY of fill material will be placed behind bulkhead below Normal Pool 509.0
JG FORM 4345, Apr 83 EDITION OF I OCT 77 IS OBSOLETE
ry?
5. NAMES AND AOOFISUEB OF AOJOINING PROPERTY OWNERS, LESSEES, ETC., WHOSE PROPERTY ALSO ADJOINS THE WATERWAT
Wanona Smith Alcoa
P.O. Box 415 c/o Yadkin, Inc.
Denton, NC 27239 P.O. Box 576
Badin, NC 28009
a WATEREODY AND LOCATION ON WATSRSOOY WHERE ACTIVITY EXISTS OR IS PROPOSED
Lake Badin - Uwharrie Point
7. LOCATION ON LAND WHERE ACTIVITY EXISTS OR IS PROPOSED
ADDRESS: Uwharrie Point 1520 Uwharrie Pt. Parkway, New London, NC 28127
End of SR. 1162 P.O. Box 2026, Denton, NC 27239
STREET, ROAD, ROUTE OR OTHER DESCRIPTIVE LOCATION
Montgomery County North Carolina
COUNTY STATE zip CODE
Montgomery County NC & Yadkin, Inc. Badin, NC
LOCAL GOVERNING BODY WITH JURISDICTION OVER SITE
S. is any portion of the activity for which authorisation is sought now Complete? ? YES No
if answer ki "Yee" give reasons, month and year the activity was Comp16ee11. Indl, the existing work on the drawings.
E. Ust all approvals or certifications and denials resolved from other federal, Interente, state or local apncles for any structures. construction,
dlscfwgaa or other activities described in this soalleetlon.
ISSUING AGENCY TYPE APPROVAL IDENTIFICATION NO. DATE OF APPLICATION DATE OF APPROVAL DATE OF DENIAL
Mon.tgcme/.g Countg Zon.iny
NC Dept. Env. H &h. G2ad.ing
9 Nut, Rea. -Peltm.,t
9/04/91
4/14/92
10/15/91
5/12/92
10. Appllcatlon is INN V made for a permit or permits to authorise the nathritles described herein. I certify that 1 am familiar with the information contained In
this application, and that to the best of my knowledge and belief such Information Is true, cdmPiew, and soauraM I further Certify that I possess the
authority to undertake the proposed activities or 1 am acting as the duly authorised agent of the applicant.
SIGNATURE OF AFFLICANT 'DATJI ATURE OF AGENT DATE
The application must be signed (by-the person who desires to undertake the proposed activity (applicant) or It may be signed by a duly
authorised agent if the statement in Block 3 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, In any manner within the jurisdiction of any department or agency of The United States
knowingly and willfully faWties, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious or
fraudulent sate-ants or representations or makes or uses any fate writing or document knowing same to contain any fQw fictitious or
fraudulent statement or entry. shall be fines} not more than 110,000 or imprisoned not more than five yeses, or both.
Do not send a permit processing fee with this application. The appropriate fee will be annssed when a permit is issued.
9-A e
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT' OMB APPROVAL NO. 0702-0036
I (33 Cl'R 328) Expires 30 June 1986
The Department of the Army permit program is authorized by Section 10 of the River and Harbor Act of 1899, Section 404 of the
j
Clean Water Act and Section 103 of the Marine, Protection, Research and Sanctuaries Act. These laws require permits authorizing
activities in or affecting navigable waters of the United States, the discharge of dredged or fill material into waters of the United States,
and the transportation of dredged material for the purpose of dumping it into ocean waters. Information provided on this form will be
tion is made a matter of public record through issuance of a
lic
thi
i
i
s app
a
on
n
used in evaluating the application for a permit. Informat
Disclosure of the information requested is voluntary; however, the data requested are necessary in order to communicate
public notice
.
with the applicant and to evaluate the permit application. If necessary information is not provided, the permit application cannot be
processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be
attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over
the location of the proposed activity. An application that is not completed in full will be returned.
1. APPLICATION NUMBER (To be assigned by Corps) 3. NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT O
Jeff Shelden, P.E.
Moffatt & Nichol Engineers
Suite 107 3717 &ational Drive
Raleigh, AC 27612
2. NAME AND ADDRESS OF APPLICANT Telephone no. during business hours 0.`V a
\
Lake Badin Associates A/C( 919) 781-1 511Reeidenee?J
c/o East West Management Co. 781-4626 (orrice)
A/C( 919)
_..
190 Finley Golf Course Road Statement of Authorization: I hereby designate and suthorizillys
Chapel Hill, NC 27514 Moffatt & Nichol, Engineers to act In my behalf as my
Telephone no. during business hours agent In the processing of this permit application and to furnish, upon request,
Attn.: Scott Murray supplemental information In support of the application.
A/C( 919) 787-1869 (ResWtnce/ P.M. SIGNAT RE OF APPLICANT DATE
A/C( 919) 929-0660 (orricel A.M. r
r G / Z
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
Construction of Boat Ramp
4b. PURPOSE
Provide access to bake Badin for residents and guests at the Uwharrie Point Development.
4c. DISCHARGE OF OREDGED OR FILL MATERIAL
All material dredged from the lake will be mixed with other excavated soil in the
development and used on site.
Fill material consists of 82 cy of riprap, 43 cy of No. 57 stone, and 14 cy of precast
concrete panels below the Normal Pool Elevation of 509.0.
e? c (Proocnent: OAEN-CWO-N )
ENG FORM 4345, Apr 83 rul I IUN OF I -- • -
7 -
6. NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS, LESSEES, ETC., WHOSE PROPERTY ALSO ADJOINS THE WATERWAY
Wanona Smith Alcoa
P.O. Box 415 c/o Yadkin Inc.
Denton, NC 27239 P.O. Box 576
Badin, NC 28009
- I
6. WATERSODY AND LOCATION ON WATERBODY WHERE ACTIVITY EXISTS OR IS PROPOSED
Lake Badin - Uwharrie Point
7. LOCATION ON LAND WHERE ACTIVITY EXISTS OR IS PROPOSED
ADDRESS:Uwharrie Point 1520 Uwharrie Point Parkway, New London, NC 28127
End of SR 1162
STREET, ROAD, ROUTE OR OTHER DESCRIPTIVE LOCATION P.O. BOX 2026
Montgomery, NC Denton, NC 27239
COUNTY STATE ZIP CODE
Montgomery County, North Carolina Yadkin Inc., Badin, NC
LOCAL GOVERNING BODY WITH JURISDICTION OVER SITE
S. Is any portion of the activity for which authorization is sought now complete? ? YES ®NO
If answer Is "Yes" give reasons, month and year the activity was completed. Indicate the existing work on the drawings.
9. List all approvals or certifications and denials received from other federal, interstate, state or local agencies for any structures, construction,
discharges or other •ctivitles described in this application.
ISSUING AGENCY TYPE APPROVAL IDENTIFICATION NO. DATE OF APPLICATION DATE OF APPROVAL DATE OF DENIAL
Montgomery County Zoning 9/4/91 10/15/91
NC Dept. Env. Hlth. Grading
& Nat. Res. . Permit 4/14/92 5/12/92
10. Application is hereby made for a permit or permits to authorize the activities described herein. I certify that I am familiar with the information contained In
this application, and that to the best of my knowledge and belief such Information Is true, complete, and accurate. 1 further certify that I possess the
authority to undertake the proposed activities or I am acting as the duly authorized agent of the applicant.
OOV
s/Z.4/9Z
( / A Z
IGNATURE F APPLICANT -76A FE NATURE OF AGENT DATE
The application must be signed the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in Block 3 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of The United States
knowingly and willfully falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious or
fraudulent statement or entry, shall be fined not more than $10,000 or imprisoned not more than five years, or both.
Do not send a permit processing fee with this application. The appropriate fee will be assessed when a permit is issued.
SITE
PENNINGTON
FERRY
FUTURE
DEVELOPMENT
GOLF
COURSE
BADIN LAKE
I -N
IROJECT
OCATION
VILLAGE J
CENTER
SWIM & TENNIS
CLUB
CLUBHOUSE -
a
UWHARRIE
POINT r
FUTURE
DEVELOPMENT
CANDOR OAKS
ALLEN TON
FERRY
-LASSITER MILL
GLEN BROOK
SPRINGS
WHITLEY MILL
SWIFT
ISLAND
YADKIN FALLS
' ';a;; " BADIN LAKE
y3:
52
/
ALBEMARLE
LOCATION MAP
N. T. S.
52
t
VICINITY MAP
N. T. S.
GRAPHIC SCALE: N.T.S. UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: of .Et DATE: 5-27-92
--- - ?..... - BADIN LAKE
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REFERENCE POINT
NOTES:
1. CONTOl Rs__SHOWN ARE SUBGRADE PRIOR TO
PLACEMENT OF RIP-RAP, STONE BASE, OR
AGGREGATE BASE COURSE.
2. FOR EXACT LOCATION AND ALIGNMENT OF
BOAT RAMP, SEE SITE PLAN.
2. APPROXIMATE FILL BELOW ELEVATION 509.0:
CONCRETE 14 CY
RIP RAP 82 CY
NO. 57 STONE 43 CY
GRAPHIC SCALE: 1'=50'-O"
WALL THICKNESS
TYPICAL STEEL PIPE PILE SPLICE DETAIL
NOT TO SCALE
UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
I APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: 2 of DATE: 5-27-92
•
1'-0" NOTE: -
1. THE CONTRACTOR SHALL CAREFULLY PLACE NO.57 STONE
20'-0" 4'-0' IN THE AREA OF THE EDGE OF THE RAMP PANELS
AS TO NOT DAMAGE THE EYEBOLTS AND TURNBUCKLES.
GUIDE PILE 1MTH (SOUTH SIDE ONLY)
A I ROLLER GUIDE
(i BOAT RAMP 2 2
co 00000,
0
N
--? I I EDGE OF NO. 57 STONE BASE
B
2 2
0
'v
30'
CONCRETEIACCESS
PLATFORM
_
CONC ACCESS EL 514.00 S
SLAB
SEE DETAI
7'-0"
LOCATION OF THREADED EMBEDI
do EYEBOLT, UPPER PANEL
28'-0*
BOAT RAMP - PLAN @
2 2
SCALE: 1/16'=l'-O"
GRAPHIC SCALE: 1/4##=19-011
1/1 6"= l'-0"
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC.
f
c
o I
a
N
0
I
To
N
GUIDE PILE WITH NO ROLLER
GUIDE, LION
4'-0" FLOATING DOCK
EDGE OF RIP-RAP
PRECAST CONCRETE BOAT
RAMP PANEL
3/4"0 THREADED DUCTILE
EMBED, TYP
3/4"0x4 1/2' GALV.
THREADED EYEBOLT, TYP
3/4"x12" JAW do JAW GALV.
TURNBUCKLE, TYP ALL PANELS,
EACH SIDE OF BOAT RAMP
4"
T PROVIDE THREADED EMBED FOR
EYEBOLT IN ACCESS SLAB
CONCRETE ACCESS SLAB & PLATFORM,
DETAIL 2
1/4'=1'_0' 2 2
UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
SHEET: 3 OF ! DATE: 5-27-92
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UWHARRIE POINT BOAT R AMP
BADIN LAKE, NORTH CAROLIN A
APPLICATION BY: EAST WEST P ARTNERS
MANAGEMENT CONPANY, INC. SHEET: 4 OF DATE: 5-27-92
a
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4'-6"
+
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LIFT POINT, TYP
+
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EMBED, TO RECEIVE 3/4"0
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SECTION D
1/4"=1'-0" 2 2
GRAPHIC SCALE: 1 411=1 f-0ll
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC
1 1 2" 1 1/2"
1 2"
n-
DETAIL 5
N.T.S. 2 2
UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
SHEET: 5 OF-l- DATE: 5-27-92
a
S l TE
PENNINGTON
FERRY
CANDOR OAKS
ALLENTON
FERRY
LASSITER MILL
GLENBROOK
FUTURE SPRINGS
DEVELOPMENT
WHITLEY MILL
GOLF
COURSE SWIFT
ISLAND
VILLAGE
CENTER
SWIM & TENNIS
CLUB
CLUBHOUSE
BADIN LAKE
YADKIN FALLS
UWHARRIE
POINT
a ROJECT
49 OCATION
P x..\
109
•x
FUTURE
DEVELOPMENT
BADIN LAKE
52
..
73 p
ALBEMARLE
LOCATION MAP
52 73 N.T.S.
VICINITY MAP
N.T.S.
GRAPHIC SCALE: N.T.S.
UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS /a.
MANAGEMENT CONPANY, INC. SHEET: OF_? DATE: 6-5-92
BADIN LAKE
sups • U
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GRAPHIC SCALE: 1"=150'-0" UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: OF / DATE: 6-5-92
•
BADIN LAKE
• ,2
\. _.
1
o
S
BOUNDARY SU y`?'?@!N-• \.._. . ice'- .,. ••.. ? ••• •• ..
...................
NOTE: CONTOURS SHOWN ARE SUBGRADE PRIOR TO
PLACEMENT OF RIP-RAP, STONE BASE, OR
AGGREGATE BASE COURSE.
luo'
??q?
VNF
DREDGING - 520 CY BELOW EL 509.0
FILL = 140 CY ( NORMAL POOL )
GRAPHIC SCALE: J"=40'-O"
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC.
UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
SHEET: OF DATE: 6-5-92
f
~
A
T LAUNCH
.',-6' x 50' FLOATING DOCK
-- 20' GANGWAY
FACE OF CONCRETE CAP
r- FACE J OF I SHEET PILE
-,f::EL 51 .0 I ELI 512.0-7
OMITS of i t I: ': ).:. I l
0 RIP-RAP ` °.:, • r - _
i - I- r
0
n N i
GALVANIZED
TIE ROD, I I I I I l
TYP
g I
l I I I I
l
------------------- -
S -d* 4 SPACES O 7'-4--29'-4-
.36'-8'
EL 512.5
REINFORCED `
L
CONCRETE SLAB
ON GRADE - , I
EL 513.0
ACCESS SLAB
-?
512.8 !
PLATE STEEL
CURB STOP
I
a
III I
IN
CONTINUOUS CONCRETE
DEAOMAN
15-0" R.
-8"
"- 15'-0" R.
EL 513.0
0
I
EL 512.5
0
•v
N
EL 512.8
0
I
in
(BY OTHERS) 14'-
?5'-0 14'- 28'-0" 30'-0"
BOAT LAUNCH - PLAN (
GRAPHIC SCALE: UWHARRIE POINT MARINA
BADIN LAKE. NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS 9 ,•,
MANAGEMENT CONPANY, INC. SHEET: J?0F DATE: 6-5-92
f?
a 1 STIRRUPS
11" O.C.
iV
N 6 BARS, TYP.
B
4" CORBEL
% INTERLOCKED BALL
& SOCKET (TYP)
I\"I 7+,-7
511/21
5 1/2- ' 5 1/2"
" ?j I I
PLAN - REINF. CONC. _ CAP
30'-0"
REINFORCED CONCRETE CAP 2
PLATE STEEL
CURB STOP? AGGREGATE BASE COURSE
REINFORCED CONCRETE SLAB
+510.34 HIGH POOL
+509.00 NORMAL POOL
NUT
_p +507.34 LOW POOL
TAPERED WASHER/
1" x 12" x 12" It WASHER
NCDOT CLASS I
RIP-RAP --?
FILTER FABRIC
PILE TIP EL. +486
GALVANIZED TURN BUCKLE
-1 1/4-0 GALV. TIE ROD
V-0.
CONTINUOUS DOUBLE C8 X 11.5 WALES I
(GALV.) CONTINUOUS REINF.)
CONCRETE DEADMAN
FOR REINF. SEE
SHEET
PILE
NOTE: IF SOIL CONDITIONS
DO NOT ALLOW STEEL SHEET
PILES TO BE DRIVEN, A GRAVITY
CONCRETE OR PRECAST CONCRETE
BLOCK RETAINING WALL WILL BE
CONSTRUCTED INSTEAD.
SECTION A .
GRAPHIC SCALE: N.T.S. UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: ?OF_;L DATE: 6-5-92
1/2" x 36" x 12'-0"
STEEL It TOP FACING
1/2" x 9" x 12'-0" 10" PROVIDE 4" CORBEL ONLY ON
STEEL PLATE
CURB STOP
/ SHEET PILE CAP WHERE SLAB
IS TO BE SUPPORTED
.
4
- REINFORCED CONCRETE
EL +512 SLAB ON GRADE
1/2* x 24" x 12'-0"-? f l 4" II
STEEL P SIDE FACING
3"
i?
I
CLI
L I
I I
I X14 BAR O 11" O.C.
XMI #6 BAR, TYP
FACE OF CONC. CA
3/4"0 ZINC PLATED HLS HILT] EXPANSION
ANCHOR OR EQUIVALENT. 12 REQ'D PER 12'
UNIT. SPACE O 2'-0" CENTERS. INSTALL
PER MANUFACTURER'S RECOMMENDATIONS.
STEEL SHEET PILE
SECTION B
1/2"X8"X8-
1'-0? It WASHER
0
M I
co
JCLR. 4 - #6 EA. FACE
DETAIL 3
M4 O 1'-6" O.C.
(EA. FACE)
1 1/4"0
GALV. RI
4- ?
2'-0
I GRAPHIC SCALE: N.T.S.
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC.
UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
SHEET: ODATE: 6-5-92
6
Ld
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ae
8
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C-1
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D
GRAPHIC SCALE: UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: OF DATE: 6-5-92
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T
STME
G?
•U?ee..e.R?y4 ?`.
State of North Carolina
Department of Environment; Health, and Natural Resources
Division of Coastal Management
225 North McDowell Street • Raleigh, North Carolina 27602
James G. Martin, Governor Roger N. Schecter
William W. Cobey Jr., Secretary Director
June 15, 1992
MEMORANDUM
TO: Dr. George T. Everett, Director
Division of Environmental Management
FROM: John R. Parker, Jr.
Inland "404" Coordinator
SUBJECT: "404" Project Review
The attached U.S. Army Corps of Engineers Public Notice for Action No. 199202419
dated June 11, 1992, describing a proposed project by Lake Badin Associates, c/o East
West Management, is being circulated to interested state agencies for comments on
applicable Section 404 and/or Section 10 permits.
Please indicate below your agency's position or viewpoint on the proposed project
and return this form by Ju1y 13, 1992. If you have any questions regarding the
proposed project, please contact me at 733-2293. When approppiate, in-depth
comments with supporting data is requested.
REPLY This office supports the project proposal.
No comment.
Comments on this project are attached.
. This office objects to the project as proposed.
Signed
Date
['O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-2293
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Action I?. 199202419 June 11, 1992
PUBLIC NOTICE
LAKE'BADIN ASSOCIATES, C/O EAST WEST MANAGEMENT, 190 Finley Golf Course
Road, Chapel Hill, North Carolina, 27514 has applied for a Department of the
Army permit TO CONSTRUCT A BOAT RAMP, EXCAVATE A LAUNCH WELL AND CONSTRUCT AND
BACKFILLIA BULKHEAD, IN LAKE BADIN AT THE UWHARRIE POINT DEVELOPMENT IN
Montgomery County, North Carolina.
The iollowing description of the work is taken from data provided by the
applican and from observations made during an onsite visit by a
representative of the Corps of Engineers. Plans submitted with the
application show that a boat ramp is to be constructed approximately 40 feet
beyond elevation 509.0, which is the ordinary water elevation. This
construction will involve the placement of 82 cubic yards of riprap, 43 cubic
yards oflstone and 14 cubic yards of precast concrete panels into the area of
jurisdiction. Minor dredging may be required at this site to accommodate the
construction.
The proposed launch well is for the purpose of transferring boats from dry
storage to the water. The construction of the launch well will involve the
excavation of about 520 cubic yards of material from beyond elevation 509.0.
A riprap bulkhead will be constructed around this launch well, with 140 cubic
yards of backfill material to be placed below the 509.0 elevation.
The e?tire project is for the purpose of establishing a marina facility on
the lake.) Access to this marina will be provided for the public. Several
docks, flpating piers, and boat slip structures are to be constructed in the
lake, and dry storage buildings are to be built on high ground. Access to the
site will jbe by high ground or by bridges built over areas of wetlands. No
impacts to wetlands are anticipated as a result of these actions; therefore,
they are not included within the proposed scope of work. All excavated
material is to be mixed with other soil and used on high ground portions
within the development, and all work is to be accomplished during a time or
normal lake draw down. The purpose of the work is to establish a marina
facility having various types of water access. 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 (DA) permit will be issued until the coordinated State
viewpoint,on the proposal has been received and reviewed by this agency, nor
will a DA permit be issued until the North Carolina Division of Environmental
Management) (DEM) has determined the applicability of a Water Quality
Certificate as required by PL 92-500.
-2-
This application is being considered pursuant to Section 404 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
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.
11 0 1.
y
-3-
The Corps of Engineers is soliciting comments from the public; Federal,
State and local agencies and officials; Indian Tribes and other interested
parties in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine whether to issue, modify, condition, or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on
endangered species, historic properties, water quality, general environmental
effects and the other public interest factors listed above. Comments are used
in the preparation of an Environmental Assessment and/or an Environmental
Impact Statement pursuant to the National Environmental Policy Act. Comments
are also used to determine the need for a public hearing and to determine the
overall public interest of the proposed activity.
Generally, the decision whether to issue this DA permit will not be made
until the 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 DA 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, DEM,
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 DEM plans to take final action in the issuance of the Clean Water Act
certification on or after July 6, 1992.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the DEM, Post
Office Box 27687, Raleigh, North Carolina 27611-7687, on or before June 29,
1992, Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Jeff Richter, until 4:15 p.m.,
July 13, 1992, or telephone (919) 251-4636.
SITE
PENNINGTON
FERRY
CANDOR OAKS
ALLEN TON
FERRY
LASSITER MILL
GLENBROOK
FUTURE SPRINGS
DEVELOPMENT
WHITLEY MILL
GOLF
COURSE SWIFT
ISLAND
VILLAGE
CENTER
SWIM & TENNIS
CLUB
CLUBHOUSE
BADIN LAKE
YADKIN FALLS
i
UWHARRIE
POINT
.°> ROJECT
7- ° OCAT10N
Y; \
I
FUTURE
DEVELOPMENT
BADIN LAKE
52 ,
ALBEMARLE
LOCATION MAP
52 =
i r,.. N.T.S.
VICINITY MAP
N.T.S.
GRAPHIC SCALE: N.T.S. UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: of -6" DATE: 5-27-92
??r
.•,_.......?..,• ."?. aro iii ?? I.EV•-..._...
_....._.._._...._.?? 814.34_
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NOTES:
1. CONTOUR•SS`'SHOWN ARE SUBGRADE PRIOR TO
PLACEMENT OF RIP-RAP, STONE BASE, OR
AGGREGATE BASE COURSE.
2. FOR EXACT LOCATION AND ALIGNMENT OF
BOAT RAMP, SEE SITE PLAN.
2. APPROXIMATE FILL BELOW ELEVATION 509.0:
CONCRETE 14 CY
RIP RAP 82 CY
NO. 57 STONE 43 CY
GRAPHIC SCALE: 1„=50'-0"
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC
THICKNESS
1/8- X 1-
BACKING
N//\45*
RING------,,
?_ _u
TYPICAL STEEL PIPE PILE SPLICE DETAIL
NOT TO SCALE
UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
l2
SHEET: 2 OF ,.K DATE: 5-27-92
I :Q
EDGE OF NO. 57 STONE BASE
GUIDE PILE WITH NO ROLLER
GUIDE, LION
EDGE OF RIP-RAP
4'-0" FLOATING DOCK
PRECAST CONCRETE BOAT
RAMP PANEL
3/4"0 THREADED DUCTILE,
EMBED, TYP
3/4"0x4 1/2" GALV.
THREADED EYEBOLT, TYP
3/4"x12" JAW k JAW GALV.
TURNBUCKLE, TYP ALL PANELS,
EACH SIDE OF BOAT RAMP
LOCATION OF THREADED EMBED
do EYEBOLT, UPPER PANEL
PROVIDE THREADED EMBED FOR
I A I EYEBOLT IN ACCESS SLAB
CONCRETE ACCESS SLAB & PLATFORM.
BOAT RAMP - PLAN DETAIL 2
SCALE: 1/16'-l'-O" 2 2 1/4"-1'-0" 2 2
GRAPHIC SCALE: 1/4"=13-Ott
UWHARRIE POINT BOAT RAMP
1/16"=l'-O" BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: 3 OF ? DATE: 5-27-92
V-0" NOTE:
20'-0" 4'-0" 1. THE CONTRACTOR SHALL CAREFULLY PLACE NO.57 STONE
IN THE AREA OF THE EDGE OF THE RAMP PANELS
AS TO NOT DAMAGE THE EYEBOLTS AND TURNBUCKLES.
/? I GUIDE PILE NTH (SOUTH SIDE ONLY)
ROLLER GUIDE
CL BOAT RAMP 2 2
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GRAPHIC SCALE: 1 /8pp=1 p-0pp 1/1 6"=1'-0'• UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS Ja¦
MANAGEMENT CONPANY, INC. SHEET: 4 OF Ar DATE: 5-27-92
J
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SECTION D
/4-=1'-0' 2 2
1/4-=l'-O-
3/4"0 THREADED DUCTILE
3/4-0
EMBED, TO RECEIVE 3/4"0
EYEBOLT
,
0
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TYP, U.O.N.
1 1/2" 1 1/2"
S
_ DETAIL 5
N.T.S. 2 2
GRAPHIC SCALE: UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: 5 OF-?*- DATE: 5-27-92
SITE
PENNINGTON
FERRY
CANDOR OAKS
ALLENTON
FERRY
LASSITER MILL
FUTURE GLENBROOK
DEVELOPMENT SPRINGS
WHITLEY MILL
GOLF
COURSE
SWIFT
ISLAND
VILLAGE
CENTER
SWIM & TENNIS
CLUB
CLUBHOUSE
BADIN LAKE
;s> YADKIN FALLS
t UWHARRIE
POINT
ROJECT
° 49 OCATION
,ii•' k?i \ 109
aa.l
FUTURE
DEVELOPMENT
..t
:.-
.pDf
BADIN LAKE
? ?
4
52
73
ALBEMARLE K
LOCATION MAP
52 7
I N.T.S.
VICINITY MAP
N.T.S.
GRAPHIC SCALE: N
T
S.
.
. UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET:OF_-l DATE: 6-5-92
BADIN LAKE
Ship • mss.
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80 - 25 SLIPS
1 - FUEL DOCK
d\?y
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LAO
GRAPHIC SCALE: 1"=150'-0" UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: --Z OF 1'7-1? DATE: 6-5-92
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NOTE: CONTOURS SHOWN ARE SUBGRADE PRIOR TO
PLACEMENT OF RIP-RAP, STONE BASE, OR
AGGREGATE BASE COURSE.
??q? VHf
DREDGING - 520 CY BELOW EL 509.0
FILL - 140 CY ( NORMAL POOL )
GRAPHIC SCALE: J"=40'-O"
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC.
UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
/.
SHEET: , 0 F ,,DATE: 6-5-92
GUIDE PILE
A
B AT LAUNCH
6' x 50' FLOATING DOCK
20' GANGWAY
FACE OF CONCRETE CAP
r FACE IOF I SHEET PILE
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LIMITS OF
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L DEADMAN c
C- ------------------ -
15'-0' R.
4 SPACES O 7'-4"-29'-4' EL 512.5
36'-8'
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REINFORCED
CONCRETE SLAB ', ; :..
ON GRADE-\ c
EL 512.8
PLATE STEEL
CURB STOP
EL 512.8
0
I
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EL 513.0
EL 513.OJ
I
ACCESS SLAB ? (BY OTHERS) I I_ _ 14
BOAT LAUNCH - PLAN
1 /18'=1'-0'
GRAPHIC SCALE: 1 ?16=1-0UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET:_ L OF-:);,- DATE: 6-5-92
r
now
4" CORBEL
t STIRRUPS (L INTERLOCKED BALL 1 11" O.C. do SOCKET (TYP) ZXr •"I I \
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5 1/2-
# 6 BARS, TYP._ I I 5 1/2
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B
PLAN - REINF. CONC. CAP 2
30'-0'
REINFORCED CONCRETE CAP 2
PLATE STEEL
CURB STOP AGGREGATE BASE COURSE
REINFORCED CONCRETE SLAB
+510.34 HIGH POOL-
+509.00 NORMAL POOL
NUT
K7 +507.34 LOW POOL
TAPERED WASHER/
1' x 12" x 12' It WASHER
NCDOT CLASS I
RIP-RAP -?
FILTER FABRIC
PILE TIP EL +486
GALVANIZED TURN BUCKLE
-1 1/4-0 GALV. TIE ROD
r 11-0.
CONTINUOUS DOUBLE CO X 11.5 WALES /
(GALV.) CONTINUOUS REINF.)
CONCRETE DEADMAN
FOR REINF. SEE,@
STEEL
SHEET
PILE
NOTE: IF SOIL CONDITIONS
DO NOT ALLOW STEEL SHEET
PILES TO BE DRIVEN, A GRAVITY
CONCRETE OR PRECAST CONCRETE
BLOCK RETAINING WALL WILL BE
CONSTRUCTED INSTEAD.
SECTION A .
GRAPHIC SCALE: N.T.S. UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: OF DATE: 6-5-92
1 /2" x 36" x 12'-0"
? STEEL IT. TOP FACING
-
1' 9
1/2" x x 12'-0"
STEEL PLATE "
8"
10" PROVIDE 4" CORBEL ONLY ON
-
CURB STOP / SHEET PILE CAP WHERE SLAB
/
IS TO BE SUPPORTED.
REINFORCED CONCRETE
°O
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EL.
12
SLAB ON
GRADE
1/2" x 24" x 12'-0"-<
STEEL P SIDE FACING
"
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#4 BAR O 11" O.C.
6-
/16 BAR, TYP
FACE OF CONC. CA
FACE
3/4"0 ZINC PLATED HLS HILTI EXPANSION
ANCHOR OR EQUIVALENT. 12 REO'D PER 12'
UNIT, SPACE O 2'-0" CENTERS. INSTALL
PER MANUFACTURER'S RECOMMENDATIONS.
STEEL SHEET PILE
SECTION e
#4 O 1'-6" O.C.
(EA. FACE)
1 1/4"0
4-1 BAf
2'- LG.
I GRAPHIC SCALE: N.T.S.
1/2- X 8" X 8"
It WASHER
0
- 1
io
1
3" CLR. 4 - #6 EA. FACE
DETAIL 3
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC.
UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
SHEET:J-OF-,e6- DATE: 6-5-92
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114
GRAPHIC SCALE: 1 X16"=1'-O" UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
14
MANAGEMENT CONPANY, INC. SHEET: OF - DATE: 6-5-92
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Action ID. 199202419
PUBLIC NOTICE
JUN 12 I9?
I
WETLANC)S Glti;i r'
WATER IIALITY 5l=?_
June 11, 1992
LAKE BADIN ASSOCIATES, C/O EAST WEST MANAGEMENT, 190 Finley Golf Course
Road, Chapel Hill, North Carolina, 27514 has applied for a Department of the
Army permit TO CONSTRUCT A BOAT RAMP, EXCAVATE A LAUNCH WELL AND CONSTRUCT AND
BACKFILL A BULKHEAD, IN LAKE BADIN AT THE UWHARRIE POINT DEVELOPMENT IN
Montgomery County, 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 that a boat ramp is to be constructed approximately 40 feet
beyond elevation 509.0, which is the ordinary water elevation. This
construction will involve the placement of 82 cubic yards of riprap, 43 cubic
yards of stone and 14 cubic yards of precast concrete panels into the area of
jurisdiction. Minor dredging may be required at this site to accommodate the
construction.
The proposed launch well is for the purpose of transferring boats from dry
storage to the water. The construction of the launch well will involve the
excavation of about 520 cubic yards of material from beyond elevation 509.0.
A riprap bulkhead will be constructed around this launch well, with 140 cubic
yards of backfill material to be placed below the 509.0 elevation.
The entire project is for the purpose of establishing a marina facility on
the lake. Access to this marina will be provided for the public. Several
docks, floating piers, and boat slip structures are to be constructed in the
lake, and dry storage buildings are to be built on high ground. Access to the
site will be by high ground or by bridges built over areas of wetlands. No
impacts to wetlands are anticipated as a result of these actions; therefore,
they are not included within the proposed scope of work. All excavated
material is to be mixed with other soil and used on high ground portions
within the development, and all work is to be accomplished during a time or
normal lake draw down. The purpose of the work is to establish a marina
facility having various types of water access. 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 (DA) permit will be issued until the coordinated State
viewpoint on the proposal has been received and reviewed by this agency, nor
will a DA permit be issued until the North Carolina Division of Environmental
Management (DEM) has determined the applicability of a Water Quality
Certificate as required by PL 92-500.
-2-
-4
This application is being considered pursuant to Section 404 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
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.
-3-
The Corps of Engineers is soliciting comments from the public; Federal,
State and local agencies and officials; Indian Tribes and other interested
parties in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine whether to issue, modify, condition, or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on
endangered species, historic properties, water quality, general environmental
effects and the other public interest factors listed above. Comments are used
in the preparation of an Environmental Assessment and/or an Environmental
Impact Statement pursuant to the National Environmental Policy Act. Comments
are also used to determine the need for a public hearing and to determine the
overall public interest of the proposed activity.
Generally, the decision whether to issue this DA permit will not be made
until the 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 DA 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, DEM,
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 DEM plans to take final action in the issuance of the Clean Water Act
certification on or after July 6, 1992.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the DEM, Post
Office Box 27687, Raleigh, North Carolina 27611-7687, on or before June 29,
1992, Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Jeff Richter, until 4:15 p.m.,
July 13, 1992, or telephone (919) 251-4636.
SITE
PENNINGTON
FERRY
CANDOR OAKS,
ALLENTON
FERRY
LASSITER MILL
GLENBROOK
FUTURE SPRINGS
DEVELOPMENT
WHITLEY MILL
GOLF
COURSE SWIFT
ISLAND
VILLAGE
CENTER
SWIM do TENNIS
CLUB
CLUBHOUSE
BADIN LAKE
YADKIN FALLS
i
UWHARRIE
x POINT
ROJECT
OCA110N
?;. FUTURE
DEVELOPMENT
BADIN LAKE
52
i
ALBEMARLE
LOCATION MAP
52 N.T.S.
VICINITY MAP
N.T.S.
GRAPHIC SCALE: N.T.S. UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: of DATE: 5-27-92
-- BADIN LAKE
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REFERENCE POINT
NOTES:
1. CONTOI,J&s_?HOWN ARE SUBGRADE PRIOR TO
PLACEMENT OF RIP-RAP, STONE BASE, OR
AGGREGATE BASE COURSE.
2. FOR EXACT LOCATION AND ALIGNMENT OF
BOAT RAMP, SEE SITE PLAN.
2. APPROXIMATE FILL BELOW ELEVATION 509.0:
CONCRETE 14 CY
RIP RAP 82 CY
NO. 57 STONE 43 CY
GRAPHIC SCALE: 1„=50'-0"
THICKNESS
TYPICAL STEEL PIPE PILE SPLICE DETAIL -
NOT NOT TO SCALE
UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, IN C. SHEET: --2OF ?2 DATE: 5-27-92
V-0" NOTE:
201-0" 4'-0" 1_ THE CONTRACTOR SHALL CAREFULLY PLACE NO.57 STOt
IN THE AREA OF THE EDGE OF THE RAMP PANELS yy
AS TO NOT DAMAGE THE EYEBOLTS AND TURNBUCKLtS.
A /,-GUIDE PILE WITH (SOUTH SIDE ONLY)
ROLLER GUIDE
rL BOAT RAMP -INI 2 2
0
EDGE OF NO. 57 STONE BASE
GUIDE PILE WITH NO ROLLER
GUIDE, UON
EDGE OF RIP-RAP
4'-0" FLOATING DOCK
PRECAST CONCRETE BOAT
RAMP PANEL
3/4"0 THREADED DUCTILE
EMBED, TYP
-- 3/4"0x4 1/2" GALV.
THREADED EYEBOLT, TYO
3/4"x12" JAW k JAW GALV,
TURNBUCKLE, TYP ALL PANI
EACH SIDE OF BOAT RAMP
LOCATION OF THREADED EMBEDI
k EYEBOLT, UPPER PANEL.
BOAT RAMP - PLAN
2 2
SCALE: 1/16"-l'-O"
GRAPHIC SCALE:
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC.
PROVIDE THREADED EMBED FC
EYEBOLT IN ACCESS SLAB
CONCRETE ACCESS SLAB & PLATFORM,
DETAIL 2
1/4.-l.-O. 2 2
UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
SHEET: 3 OF ? DATE: 5-27-92
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1 16"=1'-O" UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLIN A
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET; a of A r DATE: 5-27-92
D
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SECTION D DETAIL 5
1/4'-1'-0' 2 2 N.T.S. 2 2
GRAPHIC SCALE: 1 /49t=1 p-009
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC.
UWHARRIE POINT BOAT RAMP
BADIN LAKE, NORTH CAROLINA
SHEET: 5 OF DATE:-27-92
SITE
PENNINGTON
FERRY
FUTURE
DEVELOPMENT
GOLF
COURSE
BADIN LAKE
OJECT
CATION
52
r
73
ALBEM ARLE
73 =
52
VICINITY MAP
N.T.S.
FUTURE
DEVELOPMENT
GRAPHIC SCALE: N.T.S.
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC.
VILLAGE _/
CENTER
SWIM & TENNIS
CLUB
CLUBHOUSE-
UWHARRIE
POINT r
N.T.S.
BADIN LAKE
UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
(o /C;?-
SHEET: DATE: 6-5-92
0
CANDOR OAKS
-ALLEN TON
FERRY
-LASSITER MILL
GLEN "ROOK
SPRINGS
WHITLEY MILL
SWIFT
ISLAND
YADKIN FALLS
LOCATION MAP
BADIN LAKE
4 SLlps • U
4 SL/ps
/t 190. 11- LAUNCH 4 SC/ps
C
\ ® 25,
AMP
" ORpAe R O
MIT APPLICAT/ON\
? I
G
03 GRAPHIC SCALE: 1"=150'-O"
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC.
UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
7
SHEET:-,/-OF DATE: 6-5-92
BADIN LAKE
mTr_ Now-
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NOTE: CONTOURS OF SHOWN RIP-RAP. STONE D BASE, OR TO Ant>__
AGGREGATE BASE COURSE. wi
DREDGING - 520 CY BELOW EL 509.0
FILL - 140 CY ( NORMAL POOL )
GRAPHIC SCALE: 1"=40'-0° UWHARRIE POINT 'MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC. SHEET: ? of ?? DATE: 6-5-92
GUIDE PILE
A
MAT LAUNCH
6' x 50' FLOATING DOCK
20 GANGWAY
rFACE OF CONCRETE CAP /-PLATE STEEL
1 CURB STOP
r FACE I OF I SHEET PILE
EL 51 .0 I ELI512.0?
LIMITS of
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TIE ROD,
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TT I I I I I ti
t
l I I I I
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----
----L-
-
-
" 4 SPACES O 7'-4"-29'-4-
36'-8"
EL 512.5
REINFORCED
L
CONCRETE SLAB
ON GRADE-\
(BY OTHERS'- 512.8 !
EL 513.
I
ACCESS SLAB?
O m
0
?u I
I N
N j?
CONTINUOUS CONCRETE
DEADMAN
15'-0" R.
512.5
oI
I
15'-0" R.
EL 513,0
p__24- zo -u i au -u
BOAT LAUNCH - PLAN 1
GRAPHIC SCALE. 1 X16"-1-0EL 512.8
1 /16"=1'-O"
0
UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS 47
MANAGEMENT CONPANY, INC. SHEET:- `? OF DATE: 6-5-92
C4 STIRRUPS
OO 11" O.C.
(L INTERLOCKED BALL
k SOCKET (TYP)
4" CORBEL
M 6 BARS, TYP.-/ 5 1/2-::p 5 1/2'
I 111'2
,"f?-? ?•1
B
PLAN - REINF. CONC. CAP 2
30'-0'
REINFORCED CONCRETE CAP 2
PLATE STEEL
CURB STOP AGGREGATE BASE COURSE
REINFORCED CONCRETE SLAB
Y+510.34 HIGH POOL-
+509.00 NORMAL POOL
NUT
V +507.34 LOW POOLz
TAPERED WASHER/
1" x 12" x 12" k WASHER
NCDOT CLASS I
RIP-RAP -?
FILTER FABRIC
PILE TIP EL +486
LVANIZED TURN BUCKLE
1 1/4-0 GALV. TIE ROD
CONTINUOUS DOUBLE CS X 11.5 WALES /
(GALV.) CONTINUOUS REINF.
CONCRETE DEADMAN
FOR REINF. SEE
SHEET
PILE
NOTE: IF SOIL CONDITIONS
DO NOT ALLOW STEEL SHEET
PILES TO BE DRIVEN, A GRAVITY
CONCRETE OR PRECAST CONCRETE
BLOCK RETAINING WALL WILL BE
CONSTRUCTED INSTEAD.
SECTION (f)
GRAPHIC SCALE: N.T.S.
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC.
UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
SHEET:_,ef_OF_L_ DATE: 6-5-92
1/2" x 36" x 12'-0"
? STEEL R TOP FACING
- "
1' 9
1/2" x 9" x 12'-0' 8- 1'-6" 10" PROVIDE 4" CORBEL ONLY ON
STEEL PLATE
CURB STOP
/ /
SHEET PILE CAP WHERE SLAB
IS TO BE SUPPORTED.
4 REINFORCED CONCRETE
/ EL. +512 SLAB ON GRADE
1/2* x 24' x 12'-0"-<
STEEL P SIDE FACING
¦
3'
M
io M4 BAR O 11' O.C.
/6 BAR, TYP
S
FACE OF CONC. CA
3/4"0 ZINC PLATED HLS HILTI EXPANSION
ANCHOR OR EQUIVALENT. 12 REQ'D PER 12'
UNIT. SPACE O 2'-0" CENTERS. INSTALL
PER MANUFACTURER'S RECOMMENDATIONS.
STEEL SHEET PILE
SECTION e
1/2'xa"xe"
#4 O V-6" O.C. ..1 It- WASHER
=0
(EA. FACE)
1 1 /4"tl lo
GALV. RO
0
- I
M
4- BARS co
2'-0 LG.
3' CLR. 4 - #6 EA. FACE
DETAIL 3
GRAPHIC SCALE: N.T.S.
APPLICATION BY: EAST WEST PARTNERS
MANAGEMENT CONPANY, INC.
UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
SHEET: OF DATE: 6-5-92
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u?
GRAPHIC SCALE: 116"=1'-0" UWHARRIE POINT MARINA
BADIN LAKE, NORTH CAROLINA
APPLICATION BY: EAST WEST PARTNERS /Q- /
MANAGEMENT CONPANY, INC. SHEET:-,-OF DATE: 6-5-92