20180134 Ver 1_Public Notice_20180125

Issue Date: January 25, 2018
Comment Deadline: February 26, 2018
Corps Action ID Number: SAW -1997-02095
The Wilmington District, Corps of Engineers (Corps) received an application from Lake
Tahoma, Inc. seeking Department of the Army authorization for the discharge of dredged material
into Lake Tahoma, an impoundment of Buck Creek for the Lake Tahoma Dredge Project located north of
Hwy 80, approximately 0.6 miles northwest of the intersection of Hwy 80 with Toms Creek Road,
northwest of Marion, in McDowell County, North Carolina.
Specific plans and location information are described below and shown on the attached plans.
This Public Notice and all attached plans are also available on the Wilmington District Web Site
at http://www.saw.usace.army.mil/Missions/Re ulatoryPermitPro,!2�ram.aspx
Applicant: Mr. Mike Butrum
Lake Tahoma, Incorporated
1219 Fallston Road
Shelby, North Carolina 28150
AGENT (if applicable): Mr. Jeffrey Brown
Brown Consultants, PA
30 Ben Lippen School Road, Suite 202
Asheville, North Carolina 28806
Authority
The Corps evaluates this application and decides whether to issue, conditionally issue, or deny
the proposed work pursuant to applicable procedures of the following Statutory Authorities:
FI Section 404 of the Clean Water Act (33 U.S.C. 1344)
F-1 Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403)
F-1 Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33
U.S.C. 1413)
Location
Location Description: Lake Tahoma is an impoundment of Buck Creek and is located north of Hwy 80,
approximately 0.6 miles northwest of the intersection of Hwy 80 with Toms Creek Road, northwest of
Marion, in McDowell County, North Carolina.
Version 6.15.2017 Page 1

Project Area (acres): Approximately 5 acres Nearest Town: Marion
Nearest Waterway: Buck Creek and Little Buck Creels River Basin: 03050101
Latitude and Longitude: 35.729293 N, --82.085767W
Existing Site Conditions
The Lake Tahoma property is 3,500 acres and includes a 162 acre lake (an impoundment of
Buck Creek) with a hydro -electric dam as well as multiple streams and wetland systems. The
land additionally consists of residential properties and forested land. There are two sediment
retention structures, one where Buck Creek enters the lake, and the other where Little Buck
Creek enters the lake, that function to prevent sedimentation of the lake by collecting and storing
sediment as it is transported into the lake from upstream waters. These structures, as well as lake
dredging to remove sediment, were authorized by permits issued in 1997 and 1998 and require
periodic maintenance to remove sediment to ensure storage capacity isn't exceeded which would
result in the sediment flowing into the lake. There are wetlands located within the vicinity where
dredging is proposed at both Buck Creek and Little Buck Creek, however no impacts to wetlands
are proposed.
Applicant's Stated Purpose
The applicant stated the project purpose as follows:
"The project purpose of the proposed dredging at Lake Tahoma is to remove excessive sediment
deposition from Buck Creek and Little Buck Creek as they enter the lake, and to remove
sediment accumulation from two areas within the lake."
Project Description
The proposed project involves dredging in approximately 3.3 5 acres of open -water using a
dragline with the sediment being transported by truck to designated spoil areas. The applicant
proposes to dredge Buck Creek resulting in the removal of approximately 9,000 cubic yards of
sediment upstream of the sediment retention structure and approximately 16,000 cubic yards of
sediment downstream of the sediment retention structure. The applicant additionally proposes to
dredge Little Buck Creek resulting in the removal of approximately 3,000 cubic yards of
sediment up -stream of the sediment retention structure. Sediment would be relocated to one of
four designated spoil areas located around Lake Tahoma. There are six access areas proposed
along the eastern bank of Buck Creek. The vegetation will be cleared from these areas in order to
give dredging equipment access to the dredging areas. A temporary bridge across Little Buck
Creek will be used to bring dredging equipment along the western bank of Little Buck Creek to
conduct the proposed dredging in this area.
Avoidance and Minimization
The applicant provided the following information in support of efforts to avoid and/or minimize
impacts to the aquatic environment:
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Avoidance:
"The only option to avoid the proposed impacts would be to refrain from dredging at all. This
would result in the continued accumulation of sediment, the further degrading of Buck Creek and
Little Buck Creek, and further loss of water storage capacity in Lake Tahoma."
Minimization:
Measures to be used to minimize impact of the dredging are as follows:
• "First, the dredging will be done using a bucket and dragline that can be cast from a small
crane arm. This prevents the need for machinery such as backhoes to compromise the
banks, or enter the water."
• "Finally, the immediate stabilization and re -vegetation of all work areas will insure that
any impact to the stream banks and riparian buffers are temporary and minimal."
Compensatory Mitigation
The applicant offered the following compensatory mitigation plan to offset unavoidable
functional loss to the aquatic environment:
"Because the proposed dredging will not involve any permanent impacts, no mitigation should
e required."
Essential Fish Habitat
Pursuant to the Magnuson -Stevens Fishery Conservation and Management Act, this Public
Notice initiates the Essential Fish Habitat (EFH) consultation requirements. The Corps' initial
determination is that the proposed project would not effect EFH or associated fisheries managed
by the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service.
Cultural Resources
Pursuant to Section 106 of the National Historic Preservation Act of 1966, Appendix C of 33
CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C, the
District Engineer consulted district files and records and the latest published version of the
National Register of Historic Places and initially determines that:
❑ Should historic properties, or properties eligible for inclusion in the National Register, be
present within the Corps' permit area; the proposed activity requiring the DA permit (the
undertaking) is a type of activity that will have no potential to cause an effect to an
historic properties.
® No historic properties, nor properties eligible for inclusion in the National Register, are
present within the Corps' permit area; therefore, there will be no historic properties
affected. The Corps subsequently requests concurrence from the SHPO (or THPO).
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F -I Properties ineligible for inclusion in the National Register are present within the Corps'
permit area; there will be no historic properties affected by the proposed work. The Corps
subsequently requests concurrence from the SHPO (or THPO).
F -I Historic properties, or properties eligible for inclusion in the National Register, are
present within the Corps' permit area; however, the undertaking will have no adverse
effect on these historic properties. The Corps subsequently requests concurrence from the
SHPO (or THPO).
F -I Historic properties, or properties eligible for inclusion in the National Register, are
present within the Corps' permit area; moreover, the undertaking may have an adverse
effect on these historic properties. The Corps subsequently initiates consultation with the
SHPO (or THPO).
F -I The proposed work takes place in an area known to have the potential for the presence of
prehistoric and historic cultural resources; however, the area has not been formally
surveyed for the presence of cultural resources. No sites eligible for inclusion in the
National Register of Historic Places are known to be present in the vicinity of the
proposed work. Additional work may be necessary to identify and assess any historic or
prehistoric resources that may be present.
The District Engineer's final eligibility and effect determination will be based upon coordination
with the SHPO and/or THPO, as appropriate and required, and with full consideration given to
the proposed undertaking's potential direct and indirect effects on historic properties within the
Corps-indentified permit area.
Endangered Species
Pursuant to the Endangered Species Act of 1973, the Corps reviewed the project area, examined
all information provided by the applicant and consulted the latest North Carolina Natural
Heritage Database. Based on available information:
F -I The Corps determines that the proposed project would not affect federally listed
endangered or threatened species or their formally designated critical habitat.
® The Corps determines that the proposed project may affect federally listed endangered or
threatened species or their formally designated critical habitat.
[;I The Corps initiates consultation under Section 7 of the ESA and will not make a
permit decision until the consultation process is complete.
F -I The Corps will consult under Section 7 of the ESA and will not make a permit
decision until the consultation process is complete.
F -I The Corps has initiated consultation under Section 7 of the ESA and will not make a
permit decision until the consultation process is complete.
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F -I The Corps determines that the proposed project may affect federally listed endangered or
threatened species or their formally designated critical habitat. Consultation has been
completed for this type of activity and the effects of the proposed activity have been
evaluated and/or authorized by the National Marine Fisheries Service (NMFS) in the
South Atlantic Regional Biological Opinion or its associated documents, including
7(a)(2) & 7(d) analyses and Critical Habitat assessments. A copy of this public notice
will be sent to the NMFS.
F -I The Corps is not aware of the presence of species listed as threatened or endangered or
their critical habitat formally designated pursuant to the Endangered Species Act of 1973
(ESA) within the project area. The Corps will make a final determination on the effects of
the proposed project upon additional review of the project and completion of any
necessary biological assessment and/or consultation with the U.S. Fish and Wildlife
Service and/or National Marine Fisheries Service.
Other Required Authorizations
The Corps forwards this notice and all applicable application materials to the appropriate State
agencies for review.
North Carolina Division of Water Resources (NCDWR): The Corps will generally not make a
final permit decision until the NCDWR issues, denies, or waives the state Certification as
required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and
this public notice, combined with the appropriate application fee, at the NCDWR Central Office
in Raleigh constitutes initial receipt of an application for a 401 Certification. A waiver will be
deemed to occur if the NCDWR fails to act on this request for certification within sixty days of
receipt of a complete application. Additional information regarding the 401 Certification may be
reviewed at the NCDWR Central Office, 401 and Buffer Permitting Unit, 512 North Salisbury
Street, Raleigh, North Carolina 27604-2260. All persons desiring to make comments regarding
the application for a 401 Certification should do so, in writing, by February 26, 2018 to:
NCDWR Central Office
Attention: Ms. Karen Higgins, 401 and Buffer Permitting Unit
(USPS mailing address): 1617 Mail Service Center, Raleigh, NC 27699-1617
Or,
(physical address): 512 North Salisbury Street, Raleigh, North Carolina 27604
North Carolina Division of Coastal Management (NCDCM):
F -I The application did not include a certification that the proposed work complies with and
would be conducted in a manner that is consistent with the approved North Carolina Coastal
Zone Management Program. Pursuant to 33 CFR 325.2(b)(2) the Corps cannot issue a
Department of Army (DA) permit for the proposed work until the applicant submits such a
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certification to the Corps and the NCDCM, and the NCDCM notifies the Corps that it concurs
with the applicant's consistency certification. As the application did not include the consistency
certification, the Corps will request, upon receipt, concurrence or objection from the NCDCM.
[;I Based upon all available information, the Corps determines that this application for a
Department of Army (DA) permit does not involve an activity which would affect the coastal
zone, which is defined by the Coastal Zone Management (CZM) Act (16 U.S.C. § 1453).
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable impacts
including cumulative impacts of the proposed activity on the public interest. That decision will
reflect the national concern for both protection and utilization of important resources. The benefit
which reasonably may be expected to accrue from the proposal must be balanced against its
reasonably foreseeable detriments. All factors which may be relevant to the proposal will be
considered including the cumulative effects thereof; among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife
values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use,
navigation, shoreline 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 discharge of dredged or fill materials in waters of the United States, the evaluation of the
impact of the activity on the public interest will include application of the Environmental
Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies
and officials, including any consolidated State Viewpoint or written position of the Governor;
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 (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and to determine the
overall public interest of the proposed activity.
Any person may request, in writing, within the comment period specified in this notice, that a
public hearing be held to consider the application. Requests for public hearings shall state, with
particularity, the reasons for holding a public hearing. Requests for a public hearing will be
granted, unless the District Engineer determines that the issues raised are insubstantial or there is
otherwise no valid interest to be served by a hearing.
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The Corps of Engineers, Wilmington District will receive written comments pertinent to the
proposed work, as outlined above, until 5pm, February 26, 2018. Comments should be submitted
to Crystal Amschler, Asheville Regulatory Field Office, 151 Patton Avenue, Room 208,
Asheville, North Carolina 28801-5006 at [phone] ext 4231.
Version 6.15.2017 Page 7

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GLOBAL POSITIONING SYSTEM CERTIFICATION (OPUS -RS
THE INITIAL POSITIONS FOR THIS PROJECT WERE PRODUCED FROM RAPID -STATIC GPS
OBSERVATIONS (MIN. 15 MINUTE SESSIONS) UTILIZING SPECTRA PRECISION EPOCH 35 GNSS SHEET 2
DUAL FREQUENCY RECEIVERS AND WERE COMPUTED BY NGS UTILIZING THE ONLINE
POSITIONING USER SERVICE -RAPID STATIC (OPUS -RS) AND ARE RELATIVE TO THE SHEET 1
FOLLOWING NGS CORS BASE STATIONS.
BASE STATIONS USED
PID
DESIGNATION
LATITUDE
LONGITUDE
DISTANCE(m)
DE8230
MARI MARION CORS ARP
N353913.385
W0815716.172
14992.3
DG5311
NCSW SWANNANOA CORS ARP
N353546-038
W0822524.230
33330.0
DH7137
NCMG MORGANTON CORS ARP
N354227-073
W0813923.999
39528.4
DG7400
NCMA MARSHALL CORS ARP
N354847.313
W0824122-673
54793.7
DF4365
ASUB ASU-BOONE CORS ARP
N361250-844
W0814054.648
65446.8
DM3523
NCHI HICKORY CORS ARP
N354431.010
N354209 468
W0811830-935
W0811 A— 901
70960.1
777994
AJ5575 CONO CONOVER CORS ARP
DL2082 ARP N345615.688 W0821357.269 88612.5
NCWJ W EJEFFE SONO RS CORS ARP N 62334 948 W0812842.269 92246.7 oJ�¢
REF FRAME: NAD83 (CORS96) (EPOCH:2002.0000)
DATE: JANUARY 21, 2011
TIME: 21:16:16 UTC
POSITIONAL ACCURACY: 0.04' (HORIZONTAL) 0.19' (VERTICAL)
ELEVATIONS ARE NAVD 1988 (GEOID MODEL=GEOID09)
COMBINED GRID FACTOR = 0.99984460.
UNITS ARE IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
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NOTES
1. THIS IS NOT A REAL ESTATE BOUNDARY SURVEY.
2, THIS PROPERTY IS SUBJECT TO ANY EASEMENTS (WRITTEN OR UNWRITTEN).
3. THIS PROPERTY IS SUBJECT TO THE FULL RIGHT OF WAY WIDTH OF NC HIGHWAY 80. L30
4. AREA SHOWN HEREON WAS COMPUTED BY THE COORDINATE METHOD. -
5. ALL DISTANCES/COORDS. SHOWN HEREON ARE HORIZONTAL GRID
DISTANCES/COORDS. /
6. SEE SHEET 2 FOR LINE TABLE CALLS. CL�
LEGEND:
./
O CALCULATED POINT
A WCLS TRAVERSE POINT (TYPE AS NOTED) <2j
APPLE SAPLING t
CRABAPPLE SAPLING
DOGWOOD SAPLING
HOLLY SAPLING
MAPLE 2"
REDBUD DOGWOOD SAPLING
SILVER MAPLE SAPLING
WETLANDS BOUNDARY
FEMA ZONE AE LIMITS
TIE LINE
EDGE OF WATER
FEMA BFE LINE (APPROX.)
SF SILT FENCELINE
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MATCH LI N E SHEET 2 E LAaE,TAHOMC,'
WCLS TP #4 - 60D NAIL SHEET 1 /
N: 734,522.69' NAD 83/96 ... ' ' ' '
E: 1,082,062.49' NAD 83/96 ' " " " " " " " ' O -- -- V
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FROM AN ACTUAL SURVEY MADE UNDER MY
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PS F o VATION LINE PER
LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600).
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE Y6 �; ............................ • • . • • IR M NO. 3710078300J MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT m' FF CTIVE 10-2-2008 SEAL THIS 17th DAY OF MAY, A.D., 2011.
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE ISA
rs \ 4�.'.'.'.' (TY AL LINE TAKEN FROM P CZE LI M I N ARY - FOR REVIEW
CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION ' ' ' .............. W W.NCFLOODMAPS.COM)
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO L14v \ r2 <
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE 4 JOHN WESLEY COLE, P.L.S. L-4561
UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL. L10%y
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REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID
WES COLE LAND SURVEYING, PA
41 CLAYTON STREET ASHEVILLE, NC 28801
OFFICE: 828.251.7025 WWW.WESCOLESURVEYING.COM
NC FIRM #C-3106 SC COA #4052
NC L-4561 SC 27443 TN 2432
WETLANDS BOUNDARY SURVEY FOR:
LAKE TAHOMA, INC.
BUCK CRR EK 51TE
SHEET 1 OF 2
SCALE: 1"=60' PROJECT #: 11-001 DATE: 5/17/11
MARION TOWNSHIP, McDOWELL COUNTY, NC

LEGEND:
BASE FLOOD ELEVATION LINE PER
O CALCULATED POINT FIRM MAP NO. 3710078300J
WCLS TRAVERSE POINT (TYPE AS NOTED)SFE
EFFECTIVE 10-2-2008 1
APPLE SAPLING (TYPICAL LINE TAKEN FROM
WWW NCFLOODMAPS COM)
n PRELIMINARY
CRABAPPLE SAPLING • • • • • I
DOGWOOD SAPLING .... , i \ *PROGRESS DRI WING'
HOLLY SAPLING 1
MAPLE 2"
REDBUD DOGWOOD SAPLING
SILVER MAPLE SAPLING
WETLANDS BOUNDARY
FEMA ZONE AE LIMITS
TIE LINE
EDGE OF WATER
NOT FOR SUBMITTAL)
.' I I
RECORDATION, OR CONVEYANCES
➢0
9
FEMA BFE LINE (APPROX.) Z Z \
SILT FENCELINE ♦♦ DI X ;
GLOBAL POSITIONING SYSTEM CERTIFICATION (OPUS -RS) ml O
- BUCK CREEK
THE INITIAL POSITIONS FOR THIS PROJECT WERE PRODUCED FROM RAPID -STATIC GPS 2��y� 1
OBSERVATIONS (MIN. 15 MINUTE SESSIONS) UTILIZING SPECTRA PRECISION EPOCH 35 GNSS DREDGE SITE:THE
DUAL FREQUENCY RECEIVERS AND :: \
POSITIONING SER SERVICE -RAPID STATIC(O US- SE COMPUTEDA DNGS A ERELLATIVETOTHELINE \\73,350 SQ. FT.
FOLLOWING NGS CORS BASE STATIONS. (1.7 AC) ::.\
BASE STATIONS USED
1
PID DESIGNATION LATITUDE LONGITUDE DISTANCE(m) % 1
DES230 MARI MARION CORS ARP N353913.385 W0815716.172 14992.3'y
\
DG5311 NCSW SWANNANOA CORS ARP N353546.038 W0822524.230 33330.0 1 y0
DH7137 NCMG MORGANTON CORS ARP N354227.073 W0813923.999 39528.4 II
DG7400 NCMA MARSHALL CORS ARP N354847.313 W0824122.673 54793.7 NN
DF4365 ASUB ASU-BOONE CORS ARP N361250.844 W0814054.648 65446.8
DM3523 NCHI HICKORY CORS ARP N354431.010 W0811830.935 70960.1
AJ5575 CONO CONOVER CORS ARP N354209.468 W0811400.901 77799.4
DH3755 SCGP GREER CPW CORS ARP N345615.688 W0821357.269 88612.5
DL2082 NCWJ W. JEFFERSON CORS ARP N362334.948 W0812842.269 92246.7 I
REF FRAME: NAD83 (CORS96) (EPOCH: 2002.0000)
DATE: JANUARY 21, 2011
TIME: 21:16:16 UTC
POSITIONAL ACCURACY: 0.04' (HORIZONTAL) 0.19' (VERTICAL)
ELEVATIONS ARE NAVD 1988 (GEOID MODEL=GEOID09)
COMBINED GRID FACTOR = 0.99984460.
UNITS ARE IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
♦
♦
FEMA ZONE AE LIMITS PER \
FIRM MAP NO. 3710078300J
EFFECTIVE 10-2-2008
(TYPICAL LINE TAKEN FROM
WWW.NCFLOODMAPS.COM)
I
SHEET 2 /
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A
CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE
UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID
WES COLE LAND SURVEYING, PA
41 CLAYTON STREET ASHEVILLE, NC 28801
OFFICE: 828.251.7025 WWW.WESCOLESURVEYING.COM
NC FIRM #C-3106 SC COA #4052
NC L-4561 SC 27443 TN 2432
SHEET 1
WCLS TP #4 - 6 NL
I \
N: 734,522.69'N 3/9 \
E: 1,082,062.49 N 83 6 \
\ k''
LINE
BEARING
DISTANCE
L1
S 73°17'42" W
80.84'
L2
S 47°43'17" W
33.30'
L3
S 83°22'09" W
44.73'
L4
S 81'47'48" W
43.51'
L5
S 64°19'02" W
36.22'
L6
N 63°20'53" W
18.97'
L7
N 04°26'31 " W
33.85'
L8
N 11 °25'58" W
21.99'
L9
N 87°50'42" E
40.69'
L10
N 10°44'25" E
12.15'
L11
N 51'18'46" W
19.23'
L12
N 62°58'25" W
24.88'
L13
S 76°20'38" W
25.10'
L14
N 81°0747" W
15.41'
L15
N 45°35'29" W
24.90'
L16
N 50°1657" W
28.61'
L17
N 13°55'23" W
30.92'
L18
N 00°36'20" W
27.99'
1_19
N 54°19'32" E
11.53'
L20
N 73°16'29" E
19.68'
L21
S 53°32'22" E
25.94'
L22
I S 73°3728" E
33.96'
\\
. \
\
0 �` \
WCLS TP #1 - 5/e REBAR
♦� WITH I.D. CAP
N: 734,219.60' NAD 83/96
•m\ E: 1,082,225.30' NAD 83/96 SHEET 2
MATCHLINE
NOTES
1. THIS IS NOT A REAL ESTATE BOUNDARY SURVEY.
2. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS (WRITTEN OR UNWRITTEN).
3. THIS PROPERTY IS SUBJECTTO THE FULL RIGHT OF WAY WIDTH OF NC HIGHWAY 80.
4. AREA SHOWN HEREON WAS COMPUTED BY THE COORDINATE METHOD.
5. ALL DISTANCES/COORDS. SHOWN HEREON ARE HORIZONTAL GRID
DISTANCES/COORDS.
6. LINE TABLE CALLS PERTAIN TO WETLANDS BOUNDARY SHOWN ON SHEET 1.
SHEET 1
LINE
BEARING
DISTANCE
L23
N 24°00'23" E
13.11'
L24
N 06°57'12" W
19.85'
L25
N 41 °36'27" W
41.45'
L26
N 58°34'26" W
24.32'
L27
I N 53°0420" W
44.39'
L28
I N 61-3220" W
28.82'
L29
N 62°16'38" E
37.19'
L30
N 76°10'41" E
35.83'
L31
N 55°22'24" E
17.20'
L32
N 36°07'00" E
29.59'
L33
N 26°57'36" E
23.88'
L34
I S 41-0528" E
22.66'
L35
S 15°17'36" E
76.99'
L36
S 30°14'48" E
62.00'
L37
S 31 °39'59" E
38.33'
L38
S 37°12'12" E
47.40'
L39
S 66°57'28" E
8.70'
L40
S 23°2623" E
11.51'
L41
S 44°36'16" E
24.37'
L42
S 54°20'41" E
27.31'
L43
S 63°36'19" E
64.54'
144
S 57°29'24" E
20.13'
I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600).
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND
SEAL THIS 17th DAY OF MAY, A.D., 2011.
PRELIMINARY - FOR REVIEW
JOHN WESLEY COLE, P.L.S.
L-4561

SHEET 2
SHEET 1
I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600).
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND
SEAL THIS 17th DAY OF MAY, A.D., 2011.
PRELI M I NARY - FOR REVI EW
JOHN WESLEY COLE, P.L.S.
NOTES
1. THIS IS NOT A REAL ESTATE BOUNDARY SURVEY.
2. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS (WRITTEN OR UNWRITTEN).
3. THIS PROPERTY IS SUBJECT TO THE FULL RIGHT OF WAY WIDTH OF LAKESHORE DRIVE.
4. AREA SHOWN HEREON WAS COMPUTED BY THE COORDINATE METHOD.
5. ALL DISTANCES/COORDS. SHOWN HEREON ARE HORIZONTAL GRID
DISTANCES/COORDS.
6. SEE SHEET 3 FOR LINE TABLE CALLS.
LEGEND:
O CALCULATED POINT
A WCLS TRAVERSE POINT (TYPE AS NOTED)
WETLANDS BOUNDARY
FEMA ZONE AE LIMITS
TIE LINE
EDGE OF WATER
FEMA BFE LINE (APPROX.)
OVERHEAD UTILITY LINE
L-4561
90
0
WETLANDS AREA 1 X00
0.342 ACRES mN
14,888.4 SQ. FT.
(L1 THRU L28) 90
I 7Q
\ L9
G��,/
GLOBAL POSITIONING SYSTEM CERTIFICATION (RTI)
THE NETWORK POSITIONAL ACCURACY OF THE RTK DERIVED POSITIONAL
INFORMATION IS 0.03' HORIZONTAL & 0.03' VERTICAL.
HORIZONTAL POSITIONS ARE REFERENCED TO NAD 83 (NSRS 2007)
VERTICAL POSITIONS ARE REFERENCED TO NAVD 88 (GEOID 09)
COMBINED FACTOR 0.9998453
EQUIPMENT USED: SPECTRA PRECISION EPOCH 35 GNSS DUAL FREQUENCY RECEIVER
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE
CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS
FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID
WES COLE LAND SURVEYING, PA
41 CLAYTON STREET ASHEVILLE, NC 28801
OFFICE: 828.251.7025 WWW.WESCOLESURVEYING.COM
NC FIRM #C-3106 SC COA #4052
NCL -4561- SC 27443 TN 2432
�w
0
N
•N
BEGINNING OF N: 736,027.32' NAD 83/07
RIPPLES IS CREEK E: 1,085,836.66' NAD 83/07
' ELEV.: 1401.5 SHEET 2
SHEET 1
1
BASE FLOOD ELEVATION LINES PER
FIRM MAP NO. 3710078300J
EFFECTIVE 10-2-2008
(TYPICAL LINE TAKEN FROM
WWW. NCFLOODMAPS.COM)
LITTLE BUCK
.:.:. CREEK
DREDGE SITE
16,800 SQ. FT
(0.4 AC)
430'±
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L41
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L39 J Y J
L38�
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WCLS TP #20 - %" REBAR
WITH I.D. CAP
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E: 1,085,605.37' NAD 83/07
2
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LINEAR WETLANDS AREA o,
(1-53 THRU L58)
WCLS TP #21 - 5/B REBAR
WITH I. D. CAP
N: 736,027.32' NAD 83/07
E: 1,085,836.66' NAD 83/07
N 85°48 07" E
163.62' (TIE)
//WETLANDS AREA 2 /
r ( 0.321 ACRES co I
13,997.8 SQ. FT.
(1-29 THRU L52)
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RD. \*SITE
VICINITY MAP
(N.T.S.)
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FEMA ZONE AE LIMITS PER m
FIRM MAP NO. 3710078300J
EFFECTIVE 10-2-2008 1
(TYPICAL LINE TAKEN FROM j
W W W.NCFLOODMAPS.COM)
simill
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LAKETAHOMA
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WETLANDS BOUNDARY SURVEY FOR:
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LITTLE BUCK CREEK 51TE
SHEET 1 OF 3
SCALE: 1"=60' PROJECT #: 11-001 DATE: 5/17/11
MARION TOWNSHIP, McDOWELL COUNTY, NC

NOTES
1. THIS IS NOT A REAL ESTATE BOUNDARY SURVEY.
2. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS (WRITTEN OR UNWRITTEN).
3. THIS PROPERTY IS SUBJECT TO THE FULL RIGHT OF WAY WIDTH OF NC LAKESHORE DRIVE.
4. AREA SHOWN HEREON WAS COMPUTED BY THE COORDINATE METHOD.
5. ALL DISTANCES/COORDS. SHOWN HEREON ARE HORIZONTAL GRID DISTANCES/COORDS.
6. SEE SHEET 3 FOR LINE TABLE CALLS.
I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600).
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND
SEAL THIS 17th DAY OF MAY, A.D., 2011.
PRELI M I NARY - FOIA REVI EW
JOHN WESLEY COLE, P.L.S.
L-4561
GLOBAL POSITIONING SYSTEM CERTIFICATION (RTI)
THE NETWORK POSITIONAL ACCURACY OF THE RTK DERIVED POSITIONAL \
INFORMATION IS 0.03HORIZONTAL & 0.03' VERTICAL.
HORIZONTAL POSITIONS ARE REFERENCED TO NAD 83 (NSRS 2007) \\
VERTICAL POSITIONS ARE REFERENCED TO NAVD 88 (GEOID 09)
COMBINED FACTOR 0.9998453
EQUIPMENT USED: SPECTRA PRECISION EPOCH 35 GNSS DUAL FREQUENCY RECEIVER
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE
CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS
FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID
WES COLE LAND SURVEYING, PA
41 CLAYTON STREET ASHEVILLE, NC 28801
OFFICE: 828.251.7025 WWW.WESCOLESURVEYING.COM
NC FIRM #C-3106 SC COA #4052
NC L-4561 SC 27443 TN 2432
ROgp :;
18" CMP
BASE FLOOD ELEVATION LINE PER
FIRM MAP NO. 3710078300J
EFFECTIVE 10-2-2008
(TYPICAL LINE TAKEN FROM
WWW.NCFLOODMAPS.COM)
..... .....
...........
.........................
......
.........::::.:.:.:.:
...... .:'.'.'. .
... ....... ......
LEGEND:
O CALCULATED POINT
A WCLS TRAVERSE POINT (TYPE AS NOTED)
CCh UTILITY POLE
WETLANDS BOUNDARY
FEMA ZONE AE LIMITS
TIE LINE
EDGE OF WATER
FEMA BFE LINE (APPROX.)
OVERHEAD UTILITY LINE
WCLS TP #20 - 5/' REBAR
WITH I.D. CAP
N: 736,392.42' NAD 83/07
E: 1,085,605.37' NAD 83/07
� �'�'�� •' • ...E Rl
....... ,.'.'.'.'.'.'.
'0 .....'.'.'.'..
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ELEV.: 1402.0
.... ...
SHEET 2
SHEET MATC
PRELIMINARY
*PPOGPESS DPA WING'�'�'�
NOT FOR SUBMITTAL,
120-A'
FEMA ZONE AE LIMITS PER
FIRM MAP NO. 3710078300J
EFFECTIVE 10-2-2008
(TYPICAL LINE TAKEN FROM
WWW . NCFLOODMAPS.COM)
�F w
TEMP.
BRIDGE 'w� w.
p-EwAffm
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WCLS TP #21 - 5/6 REBAR
WITH I.D. CAP
BEGINNING OF N: 736,027.32' NAD 83/07
RIPPLES IS CREEK SHEET 2 E: 1,085,836.66' NAD 83/07
ELEV.: 1401.5
SHEET 1
RECORDATION, OR CONVEYANCES
0' 60' 120' 180'
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