20030379 Ver 1_COMPLETE FILE_20030328

Ph Duke
Powere
A Duke Energy Company
June 29, 2004
Mr. John Dorney
North Carolina Department of Environment,
and Natural Resources
Division of Water Quality/Wetlands/401 Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
PROCUREMENT, CONSTRUCTION AND
EH&S
Duke Power
EC11E / P.O. Box 1006
Charlotte, NC 28201-1006
WETLANDS/ 401 GROUP
JUL. 0 1 2004
WATER DUALITY SECTION
Subject: Duke Energy - Completion of Lovelady Access Area upgrade on Lake Hickory
DWQ # 03-0379 131?_
Dear Mr. Dorney:
The above project is now complete and attached you will find the completion certification. Should
you need additional information, please contact me at [phone].
Sincerely,
C
Ce-lr
Robert W. Caccia
Environmental Support
Attachment: Certificate of Completion form
www. dukepower. com

Certificate of Completion
DWQ Project No.: d3 - O 37 g County (iA?Dw?GL
Applicant: -V(,rKg- 616WC-y &2Po2A-r/o,c1
Project Name: `oVeLo4OV Qca:s5 Art6;A ZIP&MADE pill LAKE lkKol2 AT A7
Cky Moa,vr /?0,4b
Date of Issuance of 401 Water Quality Certification: _ Jul. Y Z S, Z oa 3
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules. and
any subsequent modifications, the applicant is required to return this certificate to the 401 /Wetlands Unit,
North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form
may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is
not necessary to send certificates from all of these.
Applicant's Certification
I, _J o S c PH W. dAQ R 146 rZ , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 441 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: J PlU ( Date: (o - Z 9 - Z oo
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be _ _
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Registration No.: Date:
\O??F W AT ?RpG
? r
0`iii? <
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 25, 2003
Caldwell County
DWQ Project #: 03-0379
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE
with ADDITIONAL CONDITIONS
Duke Energy Corporation
Attn: Robert Caccia
Post Office Box 106, Mail Code: EC 12A
Charlotte, NC 28201-1006
Subject Property: Lovelady Access Area upgrade on Lake Hickory at Rocky Mount Road
Dear Mr. Caccia:
You have our approval, in accordance with the attached conditions, to impact 0.02 acres of wetlands or
waters for the purpose of upgrading access area for existing and future recreation at Lovelady access
area on Lake Hickory as you described in your application dated March 26, 2003 and additional
information received on May 2, 2003. After reviewing your application, we have decided that this fill
is covered by General Water Quality Certification Number 3373, which may be viewed on our website
at http://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use General Permit Number
198200030 when the Corps of Engineers issues it. In addition, you should get any other federal, state
or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a
new application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to
be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
Conditions of Certification:
1. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
2. This project is for the upgrading of Lovelady access area to prevent further erosion of the
property due to wave action. The use of mechanical equipment on the beach must be
minimized.
3. Equipment and materials may be offloaded to the beach at the bulkhead site, but steps must be
taken to keep all equipment out of the reservoir.
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Mike Parker at our
Asheville Regional Office at 828-251-6208.
Sincerely,
Alan W. Klimek, P.E.
JRD/bs
Attachments
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
File copy
Central Files
a
4"p ++d h

Triage Check List
Date: 7 6 ? 3 Project Name:
DWQ#• O 3 - 63`et
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From:
To: ? ARO
FRO
MRO
RRO

Mike Nrker
J
County:
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919)

The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? nimization/avoidance issues
?er Rules (Neuse, Tar-P 'co, Catawba, R dleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:

C D" Ft??
WETLANDS/ 401 GROUP
so-
MAR `) ?003 f
f
Office Use Only: vw I IVI\ %r & Firm Version May 2002 030379
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
F r"'
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 198200030
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Duke Enerev Comoration
Mailing Address: PO Box 1006 Mail Code: EC 12A
Charlotte, NC 28201-1006
Telephone Number: 704 382-3696 Fax Number: 704 382-6240
E-mail Address: RCaccia(),Duke-Energy.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: _
Company Affiliation:
Mailing Address: _
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Lovelady Access Area Upgrade
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): NCPIN 3705322874 (Lakefront parcel)
4. Location
County: Caldwell Nearest Town: Granite Falls
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Off NC 321 in Granite Falls take
Falls Avenue, East (SR 1784) to Grace Chapel Road, turn right on Grace Chapel Rd., turn
left on Rocky Mt. Road (SR 1757). The access area is on the lake just past Clearwater Road.
5. Site coordinates, if available (UTM or Lat/Long):Lat 35 47 42 N, Long, 81 20 57 W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Access 1.56 total disturbed acres, total Duke Power Property 44.105
total site acres.
7. Nearest body of water (stream/river/sound/ocean/lake): Lake Hickory
8. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/m4ps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: see attached description
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: see
the attached project description, one to several of each of the following types of equipment
could be used; bulldozers, backhoes, dump trucks, grading equipment, crane, tractors,
and/or concrete trucks
11. Explain the purpose of the proposed work: This access area is being upgraded to help,
ensure that the existing and future recreation needs of the FERC Catawba/Wateree Project
are addressed. Intentions to complete this specific project were noted in the commitments
filed on July 30, 2001 in the Shoreline Management Plan for the Catawba/Wateree Project
under Lake Hickory.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
None we are aware of
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
FERC requirements for public access will most likely dictate that this remain a public access
area, upgrades to the facilities are a_potential for future permits
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7of12
1. Provide a written description of the proposed impacts: Minimal impact expected to the
Lake, replacement of two existing boat ramps with two newer ramps, surface run off will be
controlled during construction and sheet flow will be encouraged on the final project.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
None impacted

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fei-na.,ilov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None
Total area of wetland impact proposed: None
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
None impacted

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol)ozone.coni,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: None
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sot: ds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
1 Construction impacts 0.1 Lake Hickory Lake
I Fill for boat ramp base 0.1 Lake Hickory Lake
and ramp itself

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): None created
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
This access area is being upgraded to help ensure that the existing and future recreation needs
of the FERC Catawba/Wateree Project are addressed. Intentions to complete this specific, . T ect
were noted in the commitments filed on July 30, 2001 in the Shoreline Management Plan for the
Catawba/Wateree Project under Lake Hickory. e
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required b)l the NC
Division of Water Quality for projects involving greater than or equal to one acre ?)I' killpacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stn-ngide.hti-nl.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No proposed mitigation
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/W-M/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
This is a public access area!
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Gone I extends out JU feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious area is 1.18 acres, proposed to have 1.21 acres of impervious area after the
project is complete, total Duke Power owned site acreage is 44.102 acres.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
No wastewater will be generated at this facility, it is a boat launching area only
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
3
Applicant/Agent's
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

Q?
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`COUNTY 1
COUNTY

CATAWBA COUNTY

LOVELADY
ACCESS AREA
LAT 35 47 42 N
' LONG 81 20 57 W
i=

KE HICKORY

?P
LOCATION MAP
LOVELADY ACCESS AREA
REVISIONS CALDWELL COUNTY, NC
DATE INITIALS DUKE ENERGY CORPORATION
FEBRUARY 2003
APPLICATION # SHEET
1 0 1 Miles
DUKE POWER
LOVELADY ACCESS AREA
PROJECT DESCRIPTION
February 7, 2003
Duke Power, a Duke Energy Company, proposes to improve the
Lovelady Access Area provided for the general public at the Lake
Hickory Hydro Project. The project is located in Caldwell County,
North Carolina on Rocky Mount Road.
CURRENT CONDITION OF SITE
The existing site has a gravel parking lot, gravel entrance road,
2 boat ramps and a wooden pier.
PROPOSED DEVELOPMENT
Remove 2 existing ramps and old pier, install 2 new boat ramps, 1
loading pier, pave entrance road, pave existing parking area to
accommodate 40 vehicle/trailer parking spaces and 10 vehicle
parking spaces, and add lights to parking lot. Construction
activities are planned to start in the summer of 2003.
The scope of this project will include:
- Installation and removal of erosion control devices
- Removal of existing boat ramps and loading piers.
- Clearing and removal of debris as necessary to accommodate
project layout.
- Grade, gravel and pave parking to accommodate 40
vehicle/trailer parking spaces and 10 vehicle parking spaces.
Pavement will be designed to sustain light duty traffic. Edges
of parking lot and turnaround are designed to allow sheet flow
runoff from the parking area.
- Finish grade, gravel and pave short entrance road.
- Preparation of ramp bed for (2) 100 foot long boat ramps with
class B riprap (five inch to 15 inch diameter stone).
- Installation of (2) 100 foot long concrete boat ramps. Ramps
expected to be constructed of 7 inch thick reinforced concrete
mat with curbing to specified dimensions.
- Installation of 20 foot wide by six inch thick concrete apron
to adjoin boat ramps with concrete curb extending from ramp to
edge of concrete apron.
- Installation of (1) 100 foot long loading pier and concrete
pier abutment for access. Pier shall be located between the
concrete ramps. Pier material and installation will be
provided by the NC Wildlife Resources Commission.
- Finish grading and grassing and/or rocking of edges along
entrance road and parking lot, shoreline and other structural
components to establish natural erosion control.
- Installation of parking lot lights.
- Evaluate current location of any trash can pad(s) and reinstall
or add as necessary.
- Installation of FERC regulatory signs
Lovelady Access Area - Cut & Fill Quantities Inside Fill
Pond Contour of Lake
Cut - 2 Cubic Yards
Rip-Rap - 180 Cubic Yards
Concrete - 30 Cubic Yards
Lovelady Access Area - Adjacent Property Owners
The Lovelady Access Area is located on a peninsula like piece of
land. The highway right-of-way separates it from adjacent
property owners.
The adjacent owners beyond the highway right-of-way on each side
of the property at the shoreline are the following.
Steven E & Kathryn Laws
6113 Clearwater Rd
Granite Falls, NC 28630
Ruth Richards Sayer
31 Varick St
Oswego, NY 13126
Lovelady Access Area - Tax Parcel Data
Caldwell County, North Carolina
NCPIN: 3705322874 (Lakefront Parcel)
Parcel-ID: 08 SEC3T107
NCPIN:3705235867 (Large Parcel Extending north of Rocky Mount Rd)
Parcel-ID:08118 2 34
LAKE ACCESS PROJECT 2002/ 2003
PROJECT NO. DPLMLOVLDY-1
LOVELADY ACCESS AREA
LAKE HICKORY
LOVELADY TOWNSHIP', CALDWELL COUNTY NC
FOR DUKE POWER, A DUKE ENERGY COMPANY

EXPANDED AND PAVED PARKING AREA
EXISTING RAMPS AND DOCK TO BE REMOVED
NEw CONCRETE BOAT RAMPS
(ll BOAT DOCK
SrM
T TTALL99 M A tEA 44X2 ACRES
agagAr
PARE glM
5TOTAL PA=4G SPACES A
SCHEDM OF DRAWM
COVERSEmr
L EMTM CONDITLOW DFMOUTION PLAN
3 FF SrM PLAN
G ADM/ CONCRETE APRON MAIL
S SrM MAILS
NCRSBOAT RAMP DETAIIS
6 PIER ASU MENT
7 L QMSCAPE PLAN
8 3TAENG PLAN- NOT INCLUDED
VICINITY MAP r WAQW
K
yyy FRAMATOME ANP
52 PKAMATOM! AMP OW

NOTE: ROAD R/W. SUBJECT TO
N.C. DOt EO' ROAD R/W. I \
/
(FROM CA. ROAD AS-BUILT)
PER D. a. 1011, P0. 240
PROJECT NO. 6.732323
\
FOLLOWS OPCO
PA
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PROJECT BOUNDARY
(LAKE HICKORY)
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LOCaT:', VA=-NOT '0 _c
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NOTE ROAD R/W SUBJECT TO
N.C. DOT W ROAD R/W.
(FROM C/l. ROAD AS-81
PER D.B. 1011, PQ 210
PROJECT NO. 6.732325
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CPARLOTTE, NC 28227
PHO a N_KEER, 704.545 3060
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'- TRANSITION RAMP TO PIER ABUTMENT
-~ \WIDE PIER ABUTMENT
ALL FILL BEYOND THE .}00 CONTOUR
TO BE CLASS B RIP/RAP
SEE SHEETS 5 AND 6 FOR CONCRETE
BOAT RAMP AND PIER ABUTMENT DETAILS

t`,ONCRETE CURB
tET
THE ' E APRON OF
10. IN MIGHT TO 3P?
101.40
PLACL-AN EYE BOLT ON TOP OF Tl-E CIRB CLOSEST
TO TIE FLOATING DOCK. EYE BOLTS ARE TO BE
l v LOCATED 7'- AND 22' FROM TI-4E END OF Tl-E
CONCRETE RAMP. SE SF-EE'T 5 FOR EYE BOLT
SPECIFICATIONS AND SUGGESTED INSTALLATION
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GENERAL NOTES: ^
ASPHALT PAVEMENT SECTION
e i, SE D Cu" A ... 0. S
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SEE JE'ul
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WQC #3373
LAKE AND RESERVOIR ACTIVITY CERTIFICATION
198200079 (COE LAKE AND RESERVOIR MAINTENANCE.
REPAIR AND CONSTRUCTION ACTIVITIES) AND
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General 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 Water Quality Regulations in
15A NCAC 21-1, Section .0500 and 15A NCAC 2B .0200 for the discharge of fill material to waters and wetland
areas as described in the Wilmington District's Regional (General) Permit Number 198200030 and Regional
Permit Number 198200079 and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B .0200.
This Certification replaces Water Quality Certification (WQC) Number 2674 Issued on January 21, 1992, Water
Quality Certification Number 3099 issued on February 11, 1997, and Water Quality Certification Number 3280
issued on June 1, 2000. This WQC is rescinded when the Corps of Engineers re-authorizes these Regional
General Permits or when deemed appropriate by the Director of the DWQ.
The State of North Carollna certifies that the specified category of activity will not violate applicable
portions of Sections 301, 302, 303, 306 and 307 of the Public Laws. 92-500 and 95-217 if conducted in
accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Activities which require approval under either of these General Permits. but do not result in fill,
dredging or excavation of waters or wetlands (such as docks, piers or boathouses) do not require
written concurrence from the Division of Water Quality as long as they comply with all other
conditions of this General Certification. However, Condition No. 5 is applicable to all streams.in
basins with riparian area protection rules;
2. In accordance with North Carolina General Statute Section 143-215.3D(e), any request for written
concurrence for a 401 Water Quality Certification must include the appropriate fee. If a project also
requires a CAMA Permit, one payment to both agencies shall be submitted and will be the. higher of
the two fees. The fee shall be collected and distributed between the two agencies in accordance
with agreements reached between the Division of Water Quality and the Division of Coastal
Management;
3. Activities which result in fill, dredging; or excavation of waters or wetlands under this General
Certification require written concurrence from the Division of Water Quality;
4. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the
state until the concrete has hardened;
5. Impacts to any stream length in the Neuse, Tar-Pamlico, Randleman and Catawba River Basins (or
any other river basins with Riparian Area Protection Rules [Buffer Rules] in effect at the time of
application) requires written concurrence from DWQ In accordance. with 15A NCAC 26.0200.
Activities listed as "exempt" from these rules do not need to apply for written concurrence under this
Certification. New development activities located in the protected 50-foot wide-riparian areas
(whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico, Randleman and Catawba
River Basins shall be limited to "uses" Identified within and constructed in accordance with 15A
NCAC 2B .0200. All new development shall be located, designed, constructed, and maintained to
have minimal disturbance to protect water quality to the maximum extent practicable through the use
of best management practices;
0OO? WAT ??pG
r
O `C
/ Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
DWQ Project No.:
Applicant:
Project Name:
County:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401IMetlands Unit, North
Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, to
the best of my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature:
Registration No.
Date

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httpd/h2o.enr.state.ne.us/ncwetlands
Pk Duke
Power®
A Duke Energy Company

March 25, 2003
Mr. John Dorney
North Carolina Department of Environment,
and Natural Resources
Division of Water Quality/Wetlands/401 Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
FOSSIL AND HYDRO GENERATION
Duke Power
P.O. Box 1006
Charlotte, NC 28201-1006
WETLANDS / 401 GROUP

WATER QUALITY SECTION
Subject: Duke Energy - 401 Water Quality Certification Request
Lovelady Access Area upgrade on Lake Hickory
Dear Mr. Dorney:
Duke Energy is applying for General Permit 198200030 from the Army Corps of Engineers for
upgrading the existing lake access area located on Lake Hickory. This letter is requesting 401
certification for activities associated with this construction. The Lovelady Access Area is located
in Caldwell County.
As required, please find seven (7) copies of the `Pre-Construction Application Form' that includes
the associated maps, drawings, a list of property owners and project description needed to process
and issue a permit for this work. I have additionally included one set of full size drawings for use
by your office. A check in the amount of $200 is enclosed to cover the 401 permit fee. Should
you need additional information, please contact me at [phone].
Additionally we recently received approval for the site erosion and sedimentation control plan and
have included a copy of that approval for your records.
Sincerely,
Robert W. Caccia
Fossil-Hydro Generation
Attachments: 7 - Pre-Construction Application Forms,
1 set of full size drawings,
Approval letter for site erosion and sedimentation control plan, and
$200 check for application fee (# 0001002682)
www. duke-energy. corn
\ NAT- Michael F. Easley, Governor
?O 9Q William G. Ross Jr., Secretary
G North Carolina Department of Environment and Natural Resources
CO Alan Klimek, P.E., Director Division of Water Quality
O
April 3, 2003
DWQ # 03-0379
Caldwell County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Duke Energy Corporation
Attn: Robert Caccia
Post Office Box 1006, Mail Code: EC 12A
Charlotte, NC 28201-1006

Dear Mr. Caccia:
On March 28, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of the Lovelady Access area upgrade in
Caldwell County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of
the following information and refer to the DWQ # listed above in your reply. Please show these on
maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 2H.0500.
You stated within Section X of your application that the project would not impact riparian
buffers. The proposed project is located on Lake Hickory in Caldwell County. This portion
of Lake Hickory is subject to the Catawba Buffer Rule (15A NCAC 02B .0243). Please
specify any impacts to the protected buffers and how the project will comply with the
Catawba Buffer Rule.
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as incomplete in
accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this
information is received. If we do not hear from you by writing within three (3) weeks we will assume
you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
JRDlbs
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
t R. Dorney
Water Quality rtification Program

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.anr.state.nc.us/ncwetlands
,. NCDENR FILE q'Y
y
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL`RESOU C S
Michael F. Easley, Governor William G. Ross, Secretary
Division of Land Resources, Land Quality Section
James D. Simons, P.G., P.E. Director Richard A. Phillips, P.E., Regional Engineer
LETTER OF APPROVAWETL4NDS1401 GROUP
March 13, 2003
Joseph Carriker
Lake Management MAR ` ?003
526 South Church St.
Charlotte, NC 28201 WATERQUAUTYSECTION
Charlotte,
This office has reviewed the erosion and sedimentation control plan submitted for the project listed below. We
find the plan to be acceptable and hereby issue this Letter of Approval. Please be advised that Title 15A, North
Carolina Administrative Code 413.001 7(a), requires that a copy of the approved soil erosion control plan be on
file at the job site. Also, you should consider this letter to give the Notice required by NCGS §11 3A-61 (d) of our
right of periodic inspection to ensure compliance with the approved plan. This plan approval shall expire three
(3) years following the date of approval, if no land-disturbing activity has been undertaken, as is required by Title
15A NCAC 46.0029.
The State's Sedimentation Pollution Control Program is a performance-oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is determined that
the plan is inadequate to meet the requirements of NCGS §113A-51 to 66, this office may require revisions to
the plan and implementation of the revisions to ensure compliance with the Act. Acceptance and approval of
this plan is conditioned upon your compliance with federal and state water quality laws, regulations, and rules.
In addition, local city or county ordinances or rules may also apply to this land-disturbing activity. This approval
does not supersede any other permit or approval. Effective March 13, 2003, if over one acre is to be disturbed
during a project, the requirements of the enclosed general stormwater permit NC602000 will apply. You should
become familiar with all of the requirements for compliance within the permit to assure your project is conducted
according to specified standards..
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form which you have provided. You are requested to file an amended form if there is any change
in the information included on the form. Title 15A NCAC 413.01 27(c) amended July 1, 2000, states: No person
shall initiate a land-disturbing activity before notifying the agency that issued the plan approval of the date
that the land-disturbing activity will begin. Thank you for your cooperation.
Sincerely, ,
Richard Deoore
Asst. Regional Engineer
RDM:a
Enclosure
copy: Framatome ANP
Project name: Lovelady Access Area River Basin: Catawba
ID #: CALDW-2003-030 Stream Classification: C
Date received: 2119/03
New submittal (?) Revision ( )
Ili \?'r?i?liin I'I•u, A-ho ille, North Cmolin,i 28801
lelephone 828/251-6208 Eax 828/251-6452 & 828/251-6098 Internet: www,enr.st,ite.nc.us/ENP,/
An Equal Opportunity/Affinrritive A('tion Employer -50% recyc1ed/10 /l post-consumer paper
'Ei7i North C;arol>_na Wildfe Resources Co io'
(I'li .rtes R. Fullwood, 1-1X0CL1t1ve Director
4ETLANDS / 401 GROUP
1, 2003 APR 7 7.003
Mr. Robert W. Caccia f?,.?i
Duke Power WATER QUALITY SECTION
PO Box 1006
Charlotte, North Carolina 28201-1006
RE: Lovelady Access Area Upgrade, Lake }-Hickory, Caldwell County
Dear Mr. Caccia:
This correspondence is in response to your letter of March 25, 2003 concerning the
referenced project. 'T'he North Carolina Wildlife Resources Commission (NCWRC) is authorized
to comment and make recommendations which relate to the impacts of this project on fish and
wildlife through the Federal License of Water Resource Project Act (Federal Power Act-16
U.S.C. 791a e1. seq.), the Clean Water Act of 1972, and the Fish and Wildlife Coordination Act
(48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The purpose of the project is to upgrade existing facilities at the Lovelady Access Area
on Lake Hickory. A 404 Permit application has been submitted to the US Army Corps of
Engineers for approval. The improvements are needed for existing and future recreational needs.
impacts from construction of the boat ramp will be 0.1 acres. The existing site has a gravel
parking lot, gravel entrance road, dual boat ramps and a wooden pier. The upgrade will include
two new ramps and one loading pier. The entrance road and parking lot will be paved 1.0
accommodate forty vehicle/trailer parking spaces and ten parking spaces.
Based on our review of the documents submitted, it appears that the project will not
impact areas designated for shoreline protection on Duke Power's Lake Management maps.
Due to current uses and Duke Power Lake Management guidance for the area, we will not object
to the project. The following general recommendations should be considered for project planning
and construction:
t) Piers should be designed and constructed in a manner that will not impede or block
navigation or create any navigational or safety hazards for recreational vessels or lake
users.
2) If any dredging is necessary, it should be done in the dry if possible when the lake level is
low. This will minimize turbidity in the lake. Please note that the NC'WRC discourages
dredging shallow water areas with productive bottom, wetlands, or submerged aquatic
vegetation. We are less concerned with dredging shallow areas having a mud or sand
substrate.
Mailing Address 1.7w1s1()n of li1ianil Fisheries • t721 ,Ul tit Sci? t.c C:uue-r • I{?l?tr;h, N(-'27699--J72 1
Tc1cpholze: (919) 73.3. V,33 exc. J_,8I l=ax: (919) 715.7(,43

Lovela.dy Access Upgrade - 2 March 31, 2003
Lake Hickory
3) If concrete will be used, work must be accomplished so that wet concrete does not
contact stream water. This will lessen the chance of altering the stream's water chemistry
and causing a fish kill. Large number I or 2 stone is preferable to riprap for hard
shoreline activities requiring riprap or large rock installation.
4) The U.S. Army Corps of Engineers 404 permit should be obtained prior to beginning
work in the lake.
5) On natural waterfronts, measures should be implemented to minimize loss of undisturbed
understory vegetation along shorelines. Undisturbed natural buffers should be restored or
preserved according to NC Division of Water Quality buffer recommendations.
Minimum 50-foot undisturbed buffers are preferable for enhanced habitat and shoreline
erosion control,
6) Pervious pavernent should be considered for the project. Impervious areas should be
designed so that stormwater will filter through vegetated buffers prior to entering
jurisdictional waters or the lake. Low impact development (LID) techniques should be
considered to the extent practicable. information on LID techniques may be found at
www.lowimpactdevelopmenttorg.
7) Where appropriate, we encourage the use of Duke Power's Fish-Friendly Pier practices to
provide improved aquatic habitats under piers and docks.
All activities must follow US Army 404 Permit and NC Division of Water Quality 401
Certification requirements and any other special conditions specified by the NC Department of
Environment and Natural Resources. "]'hank you for the opportunity to comment on this project
during the early planning stages. If you have any questions regarding these comments, please
contact me at 336/769-9453.
Sincerely
Ron Linville
Regional Coordinator
Flabitat Conservation Program
cc: Mr. Mike Parker, DWQ
Mr. Mark Cantrell, USFWS
Mr. John Dorney, DWQ
imap://todd.st. john%40dwq.denr.ncmai1. net@nplex Lncmail.net:143/f...
Subject: DWQ # 03-0379
From: "Robert W Caccia" <[e-mail]>
Date: Thu, 24 Apr 2003 13:08:04 -0400
To: [e-mail]
CC: "Joseph W Carriker" <[e-mail]> )Ilk
Regarding our request for a 401 permit for Lovelady Access Area upgrade
(DWQ # 03-0379) on Lake Hickory (Caldwell County) and the letter requesting
additional information from Mr. John Dorney dated April 3, 2003 (received
April 11, 2003).
As we discussed over the phone today we do plan to respond with the
additional information requested in the letter. As we discussed we will
provide:
a drawing of suitable scale (for instance 1" = 100 feet), and
we will describe our activities within the buffer in descriptive
text. Materials provided will have 7 copies.
Bob Caccia
Mail Code EC 12A
ph: [phone]
fax: [phone]
Email: [e-mail]
1 of 1 4/24/03 1:09 PM
0? WATF9pG
b 00,
r
1?-(-
Michael
F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
,1.
CERTIFIED MAIL - RETURN RECEIPT RE01:ESTED
Duke Energy Corporation
Attn: Robert Caccia
Post Office Box 1006, Mail Code: EC NA-,',3 r
Charlotte, NC 28201-1006
Dear Mr. Caccia:
May 8, 2003
DWQ # 03-0379
Caldwell County
On March 28, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of the Lovelady Access area upgrade in
Caldwell County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of
the following information and refer to the DWQ # listed above in your reply. Please show these on
maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 2H.0500.
1. Please indicate all stormwater outfalls on the site plan.
2. Please indicate the diffuse flow provision measures on the site plan which will be constructed
in accordance with the Catawba Buffer Rules for stormwater discharge.
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as incomplete in
accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this
information is received. If we do not hear from you by writing within three (3) weeks we will assume
you no longer want to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
rr h Duke
Power®
A Duke Energy Company
April 30, 2003
Mr. John Dorney
North Carolina Department of Environment,
and Natural Resources
Division of Water Quality/Wetlands/401 Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
t??f COPy
Subject: DWQ # 03-0379
Duke Energy - 401 Water Quality Certification Request
Lovelady Access Area upgrade on Lake Hickory
Dear Mr. Dorney:
FOSSIL AND HYDRO GENERATION
Duke Power
P.O. Box 1006
Charlotte, NC 28201-1006
?9y?s
d 900
/4
?rY
In response to your letter dated April 3, 2003 please find attached 7 drawings as requested to process
our application. In addition you requested specific information regarding impacts to protected buffers
and how the project will comply with the Catawba Buffer Rule. I spoke with Mr. Todd St. John as
you recommended and submit the following:
This site is required to comply with the Catawba-Wateree license issued by the Federal Energy
Regulatory Commission (FERC), particularly the license requirement to ensure that growing needs for
adequate public recreational access are met. This work is being performed to improve existing
conditions and satisfy commitments in the 2001 Catawba-Wateree Shoreline Management Plan
currently under review by FERC. The plan represents our attempt to meet expectations of the FERC
requirements and was formulated after consultation with resource agencies including the U.S Fish &
Wildlife Service and the North Carolina Wildlife Resources Commission.
The existing project footprint is nearly identical to the final footprint. The site currently consists of a
gravel parking area, and a boat launch area. Upon project completion the gravel area footprint will be
modified slightly and paved. The current boat launch will be removed and replaced with a new launch
area that will allow access to deeper water. The project includes the following elements to reduce the
impacts of construction and operation:
• The use of asphalt curbing is minimized to encourage sheet flow off the edge of the relatively
flat parking area and across the mulched and/or grassed areas.
• An approved site erosion and sedimentation control plan was included with the initial
application (letter dated March 25, 2003).
• Additional mulch will be added under existing trees along the parking area.
• New trees will be added as depicted on the project drawings.
• Newly sowed grass will be used to stabilize certain areas between the parking lot and the full
pond contour of Lake Hickory.
Should you need additional information, please contact me at [phone].
Sincerely,
Robert W. Caccia
Fossil-Hydro Generation
www, duke-energy. corn
Attachments: 7 - drawings showing the 50 foot buffer
DWQ# _____ y Triage On-Hold Letter 2.0 Staff Contact Date
$$) Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan,
? Please Indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project Imperviousness area based on the estimated built-out conditions.
Please indicate all stormwater outfalis on the site plan.
Please Indicate the diffuse flow provision measures on the site plan. G. c e 0 rct Col ziw ?-
? Please Indicate whether or not the proposed Impacts already been conducted. ?of S Fof m w? d iscL 4" ?
Avoidance and/or Minimization Not Provided
o The. on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
It Is necessary.for this project
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the Impacts to the Please
revise the plans to avoid the Impacts..
This Office beNeves that the `lAW on the plans ar can be moved or reconfigured to minimize the Impacts to the Please
revise the plans to minimize the Impacts
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow. through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If It Is not possible to achieve diffuse
flow through the entire buffer then. it may be necessary to provide stormwater management practices that remove nutrients before the stomtwater
can be discharged through the buffer.
Other
O The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was requested. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
.Q Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting Information.
Mitigation
El of compensatorymitigation Is required for this project. Please provide a compensatory mitigation plan. The plan must conform .
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of Impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
Q 3 • o 3? Triage On-Hold Letter 2.0 Staff Contact
DWQ# ?$) Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan,
? Please indicate proposed lot layout as overlays on the site plan,
? . Please indicate the location of the protected buffers as overlays on the site plan.
Date _ 7L t 0
a Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Plans provide detail for the stormwater management practices as required by GC
p Please specify the percent of project imperviousness area based on the estimated bullt-out conditions.
.? Please indicate all stormwater outfalis on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed Impacts already been conducted.
$) Avoidance and/or Minimization Not Provided
0 The. on the plans does not appear to be necessary. Please eliminate the or provide additional Information as to why
it Is necessary.for this project
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please
revise the plans to avoid the Impacts.
This Office believes that the `labelsri on the plans a? can be moved or reconfigured to minimize the Impacts to the Please
revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow, through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achleved through the entire buffer. If It Is not possible to achieve. diffuse
flow through the entire buffer then, it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
6) Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland Impact was requested. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
Q Please provide a signed copy of the appticatlon.
? Please provide copies of the application, copies of the site plans and other supporting Information,
Mitigation
0 of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements In 15 A NCAC 2H .0500 and must be appropriate to the type of Impacts proposed.
0 Please Indicate which 404 Permit the USACE would use to authorize this project.
/?? ?vv S ?u!-e.?. w ?-4.e?. 5 e c.h'v? .)C «-b your c?Pp 1 i c,?. h? ??,? '{•an? p rc%QC.E- w ? 11
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t?lec?ae 5p .. p 5 to ??c. P ro kLk. b'..Ker" S c,,,.Q hvv t-lne I)Z?-l3?
03/21/2003
0001002682
Invoice Date Invoice Number Voucher ID Gross Amount Discount Available Paid Amount
03/18/2003 03180320000 00005033 200.00 200.00
? e R ,-

Vendor: 0000071960 Vendor Name NCDENR Total Paid Amount 200.00 1
¦ Complete items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery It desired.
0 Print your name and address ion the reverse
so that we can return the cart) to you.
0 Attach this card to the back of the mailpiece,
or on the front If space permits.
1. Article Addressed to:
Duke Energy
Post Office Box 1006
Charlotte, NC 28201-1006
03-0379 - Caldwell
2. Article Number
(Ransfer from service lebeo
PS Form 3811, August 2001
A. Signature
../"? , ? Agent
B. R@de * Rr(Afntsd Name) C. Date of Deliver
w Y_17 '2003
D. Is delivery address different from ftem 1? O Yes
If YES, enter delivery address below: O No
3. Servlyp$
?7?`ertified mail Ex Mail'
C?J Registered 0etum Receipt for Merchandis
E3 Insured Mall ? C.O.D.
4. Restricted Delivery? (Elba Fee) ? Yes
7002 3150 0004 9315 3254
Domestic Return Receipt 1025 -* 4
UNITED STATES POSTAL SERVICE
SIPS
Irst-Class Mail
ostage & Fees Paid
ermit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DF,NR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
¦ Complete items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery Is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this cans to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Duke Energy
Post Office Box 1006
Charlotte, NC 28201-1006
03-0379 - Caldwell County
A. Signature
X I .H. Vc MINufuM, S1%
B. Received by (Printed Name)
? Agent
? Addressee
C. Date of Deliver,
10 zW*
D. Is delivery address different from Item 1? ? Yes
If YES, enter delivery address below: ? No
3. Se" TYPO
L(CertHled Mail ?_ press Mail'
13 Registered ? Return Receipt for Merchandise
? Insured Mall ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
7. Article Number
(R 7002 3150 0004 9315 2868
ans/er Irom service /at
Ps Form 3811, August 2001 Domestic Return Receipt 10259"M-164
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
first-Class Mail
ostage & Fees P?id
SPS
ermit No. G-10
W~, h . ;~,~~~F

PROJECT NO. DPLM '~~'=D FILE (`?py VILOVLI~ -1
~ i
LAKE H~CKO LOV]ELADY TOWNSHIP, CALD FOR DUKE POWER, A DUKE
:OILY
L~~'~LL O rTY NC
ENERGY COMPAS~IY
SITE DATA
TOTAL SITE AREA= 44.102 ACRES
TOTAL DISTURBED AREA= 1.56 ACRES
PROPOSER Il~IP~RVIOUS ARFA~ L21 AC
EXISTING IIVIPERVIOUS AREA L18 AC.
ADDITIONAL IMPERVIOUS AREA .03 AC
PARIrNG SU1VIl'vtARY
10- 10' X 20' PA1~l~:IlVG SPACES
. 2 - 10'X40' HANDICAP PARHING .SPACE
1 - 10X40' NCWRC PARING SPACE
50 TOTAL PARING SPACES

SCHEDULE OF DRAWINGS
- COVERSHEET
1. EXISTING CONDITIONS/ DEMOLITION PLAN

Ram/
2 SITE PLAN
~'C~~~~ , ""v 3 FINE GRADING/ CONCRETE APRON DETAII,
4 SITE DETAILS
5 CONCRETE BOAT RAMP DETAILS
6 PIER ABUTMENT
-EXPANDED AND PAVED PARKIN t`~ ~G ~ 7 LANDSCAPE PLAN
8 STAI~NG PLAN

VICIl~TITY MAP
PREPARED BYE
.u
¢1'V
~RA~E c""PEA R°. FRAMATOME ANP
~ \ L ~A
FRAMATOME ANP DE&S
-EXISTING RAMPS AND DOCK TO TO BE REMOVED N -Zi 400 S. Tryon Street, Suite 2100 WC22K
- D Charlotte, NC. 28285 [phone]
Z
i
O CATAWB
RIVER SITE
(2) NEW CONCRF.TR RnAT RAMPC ! AMPC
(1) BOAT DOCK 4 Y.Y
i
HICKORY
PRELIMINARY* NOT FOR CnN~ I irMnNN

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DPCO Ol_LOWS P L. F
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BOUNDARY GRACE CHAPEL RD. PROJEC
HICKORY = ~ LAKE ~
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\ , N - D F
•~l' V ~ Z ~
WOOdS CATAWB ~ SITE Q
RIVER
TEL PEDISTAL ~
~ ~ \ \ ~ i
• 0 ~ 12" Pine HICKORY
\ ~ 0 / ~ ~ c / \ ~z,
\ ~ 0~
\ ~ . i ~ ~ ~ i C ? / \CJ 20" Pine ~O ~ i
\i 0 / cl) TREE 0 BE REMOVED LCJCATION MAP-NOT TO SCALE o I N
, ~ , INV. 101.47 / I , : ~ N
~ ~ ~ i f^ ~ N
~ \ 5 , e 3 U ~ Z
~ 2 3 - ~ , G, _ ~ W W
~ \ I' 2J / Mog Nan 1 Q E / / i 11a~o' 95.10''.•. , 1 I 0 ~ I
- _ ~ ~ i ~ I ~ S 7: i ~ ~ i ~ I L
..141 ~ 48~~ , _ l~ ~ ~ ! 1 ~ I ~ 4 0 E ~ 5., Holly a ` ~ ~ 1 Z a ' ~ a~
a ~ r~ ..f 6" Ma le ~ P 1,~ Oak W
~ i~ L i~
1 ~ 1~ Poplor ~ 18 Oak ! O
~ 12"Pie ' ~Q ~i., ~ n ~ a 12" Oak ~ d d
18" Uak 18" pine 12" Oak ~ L m
~ a Dbl. 12' Oak - _ ~ 10" Maple - a a 12" Oak ~ a _ _ ~I , 14 Oak - ~Q J. W. SHERRILL o ui ;TREES , REMAIN
12° Pine 6" Oak \ _ , 9" Persimmons Persimmons ~ ~ O
I Q~ 16" Plne ~ 15° Oak ~ OF-107, D.B. 122, PG. 30 Q o ~ ~ u.l
12" Pine 10" Pine ~ 8" Oak a ~ i , ~Q"~ 15 C a 15~~ ~ OXFORD DWG. 719 ~
~11~~, ~s~8~, Oak ~.n.,~ ~ ~ Maple' > Maple ; ~ EXISTING GRAVEL BASE
r 16" Pine 10 Oak ~ 12" Pine ~ Q Triple 10° ~ T O BE R MOVED
12' 17 ~ ,ne Ook ' Pine ~ 16" Oak a 10" Pine? ~ r `may u \ ~
' 12" Ook 10" Oak 16° Oak 1 Dbl. , Dbl.
' Q Persimr ~Q t 18' Pine d 22" Oak ~ ~ Q Persimmon i i
Qj ° ~ 22' Oak ~ ~ ~ i i I
8" Oak ~ 20" Oak ~ ~Q i i
Q ~ cres ~
cr cr - • 20° Maple , 10 Oak ~ 1 10" Oak 0° Maple i i
~ , ,
£ a 1fi' Sweet ~ ~ I
(~u rn 1 I ~i
1. 1. 0
~n 12" Maple .a ~ z 1
1~ z
~~1 ~ ~ • ~ _ 1 W o ~ _ J ~ -
A ~ ~ ~r ' ~ ~
~ , Z ~ W
E~CISTIN ASPHALT TURNAROUND o a-~ U
1 ~ Q Z ~ (2~ CO CRETE BOAT RAMPS 1 , c..,. r__ _ , U 0 . (I) WJ D PiEf~ AND A~,~OCIA I LCD
1
DEBRIS TO BE REMOVED ~
(2) TREES TO REMAIN ~ Db~. 10" ~
a Persimmon ~
1' i o~
, ~w
~ I . ~ I~ =Q o I i
(2) TREES TO BE REMOVED - I~ i - i I ~ ~ ~ - z
LINE TABLE I I ~ 0 ~ i ~ m ~z I _ Q uo
LINE LENGTH BEARING ~ ~ ~ I I
L1 55.00' S 07'53'10" E ~ ' ~ I TBM ~ ~ ~ I ~ i ~ • ~ ~ ~ I ; NCGS ~LADYL VE i, Q Z O
L2 27.80' S 20'21'10" E ~ I . ~ ~ :CONC. MON.(F ~ j ®®®®®Q Z
L3 47,70 S 30'0910 E ~ N. 229'24.295 M W ~ I ~ O ~ ~
L4 71.60' S 07'02'10" E ~ I I E. 39785.571; (M), d I EI. 100.G8' (Ehev. rased on lake Leval)
L5 43,20' S 19'08'10" E ~ I ~ _ ~
L6 37,40 S 00'37 50 W ~ I I :
L7 10.60' S 5719'50" W ~ ~ I ~ I ~ ~ z
L8 26.70 S 18'17'50 W ~ ~ J Q
L9 13.40' S 31'13 50 b'J ~ ~ ~ . ~ i Q
L10 18,00 N 89'5510 W ~ r L11 8.50 N 44'5510 W _ _ W ~
. ~ ~ L12 8.50 S 69 30 50 W ~ ~ - 0 U Q U
L13 50.00' N 79'33'10" W z
. ~ ~ - L14 36.00 N 61'2410 W ~ ~ ~
L15 67.10' N 78'46'10" W W ~
L16 34.80' N 58'06'10" W Z W
L17 67.50 N 00'3410 W U ~ 0 U 0
34.00 N 54 4710 W Q~U l~
L19 66.80' N 63'24'10" W Y 0
L20 34.50' N 64'47'10" W J ~ RVEY PREPARE BY ~ D Q ~ J
L21 32.80 N 54'4710 W w ~U ~ ~ -W
L22 9.20 S 66'40 50 W c QZ - ~
L23 16.30' N 63'29'10" W BEN M, FL WE AND N ~ v WW0 ~ W ~~J W
_ L24 57.40' N 24'47'10" W LAN ~v Y E IN o Q Z
L25 13.00' N 76'53'10" W ~ 0Q ~ ~ ~~U o
L26 12.70 S 84 40 50 W - _ _ I BR
L27 31.20' N 69'31'10" W 6 EF R A D
L28 17.00' N 55'38'10" W NAf~L TTE N 227 z
~ ' L29 27.30 N 471210 W Q
. L30 20.10 N 49'5510 W _ PN NE N MBER~ 7 4 J U 4, 5 6 -
L31 8.50' S 79'21'50" W Z o
L32 13.48' N 54'40'24" W
J 0
i _ W
, .
_
W ~
G E- ~ Q ~ tll Z
0 0 ~ 0 I ~ U
~ o ~
/ P o P Q W (9 0 ~ ~ Z Z
~ ~ ~ ~ ~ ~ ~ ~ W Q u

a - o ui
SCALE
L0Pj~0~ I / ~ ,`v
I" = 30'
SHEET NO.
I OF 8
PRELIMINARY- NOT FOR CONSTRUCTION

~ LOT C GRA E CHAP L R . C E D
z ~ ~ pO
\ c~
w -zi ~
N Iy \ ~ N
~ ~ p a ~ CATAWB SITE
~ ~ Q ~ Q RIVER ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i~ ~ C1
QG C1 DUKE POWER COMPANY ~ F Q G ~ F
s~. S~. t~ ~ ~
D.B. 1172, PG. 131 ~ a r'~
S~ ~ ~ ~ S ~ ~ ~
HICKORY
Limit NOTE: ROAD R W. SUBJECT TO ~~iJCf`; i1' J MAP-~) 0 SCALE o ~r T ~ N
, N
~ N.C. DOT 60 ROAD R/W.
~ (FROM C/L. ROAD AS-BUILT) T N ~ AL SITE • 2. AC, ~Z
PER D.B. 1011, PG. 240 W w ED AREA• 1.5b T D A o~
PROJECT N0. 6.732325
D ~ LoT a • A. 3 Z L
C~,ti\ ~ ~ P L. FOLLOWS DPCO Q U
~ PROJECT BOUNDARY w
imR ~ ~ LEGEND
LAKE HICKORY) ( ~ ~ ~
,G, PROPERTY IN ~ L E F' c
~ RB END ASPHALT CU Q o
AT END OF RADIUS woods ~ PROPOSED CONTOUR ~ ~ ~ m
XI TING C R ° ~ E S ONTOU ~
\ TEMPORARY \ LL u. o \ ~P Q o
CONSTUICTiON ENTRANCE TREE SAVE ~ PROPOSED NIGH POINT ELEVATION W
/ \ TEL PEDISTAL ROCK CI-~CK DAM 6815 rl
~ 0 NO ASPHALT CURES LP 679.75 PROPOSED LOW POINT ELEVATION
\ END ASPHALT CURB 1z° Pin AT END OF RADIUS P 3 ~ ~ ~ 1
\ 7 ~ ~1 - 6 q i~ v X1,5 p PROPOSED SPOT ELEVATION
LLOWS DPCO ~ \ ~ ~S~R ~ ~ ; ~ o ~ 5 _ ~ \ ~ . `
BOUNDARY '0/ / ,r- ~ ~ PROPOSED SREAK POINT
ICKORY) ~Ny.,a,.4T f ~ \ L ~I~
12 11~ ~ i I SILT FENCE
\ ~~i 5 u 8 21'i ~ / i 2 .10 ~ ~ s \ SILT FENCE WITH WWM NWM
~ , `4" /i ,.f ~
56HoUyi ,1 ~ ~ ~ Q i' ~ i _ 0 15' Oak Maple I 4 ~ 0 I ~ '0 ROCK CHECK DAM
~ - a r,~ IIOQO SF OF EXCELSIOR CUREE • :LSIOR CURLEX I
~ ' , ~ EROSION CONTROL MATTING 12 Poplar 18" Oak . MATTING
a 12" Pine a 12" Oak `w' ~ ~ a ~10TtiS
- 18" Pine ~ 18 Oak ~ a Ohl. 12 Ook 12 Oak ~ 109. 10" Mnple~ a a 12 k ~~Q W. SHERRILL) 1. ALL THE SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE DRAWINGS, THE SPECIFICATIONS AND z
14" Oak ~ ~ 12" Pine 6" Oak I ~Q ~ 9" Persimmons NORTH CAROLINA STATE HIGHWAY DEPT. SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. Z OF-107, D.B. 122, PG. 30 2. SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY GRADING AS NOTED IN ~U O
1s° Piny ra r 1 6.6g l NO A~PNALT C1~6 12 Pine 3 THE CONSTRUCTION SEQUENCE. J ~ OXFORD DWG. 719 3, THE ENTIRE AREA SHALL BE STRIPPED OF ALL VEGETATION, BRUSH, ETC. AND OTHER MATERIAL PRIOR ~
10° Plne a 8" Oak ~ a 15" j ~8" Oak 1D Oak TO GRADING EXCEPT THOSE AREAS OUTSIDE THE GRADING LIMITS SHOWN ON THE PLANS. ~
16° Pine ~ a Triple , 12 Pine 12" Pine TREES Tp REMAIN 12` Pine 16 Ook 0 ~OQ 4. ALL TOPSOIL SHALL BE STOCK PILED IN A DESIGNATED AREA FOR LATER USE. ' 5. AREAS WHERE FILL IS REQUIRED SHALL BE ROLLED WITH A VIBRATORY, OR RUBBER TIRE ROLLER OF AT ~
1D" Pine 'w' ~.u' 12" Oak 10° Oak a 1" ~j 0~ ' ~ 5 Del LEAST 5 TONS PRIOR TO PLACEMENT OF FILL. ~ U
16" Oak 1 \ s,mmon 16" Pine a z2" Oak ~ ~ ' CONTRACi)TORrTO SUPPLY AND 6. A! DIMENSIONS SHOWN ARE IN FEET. Q Z PPLY,AND 7, Fitt. SIiALL BE DEPOSITED IN LIFTS NOT EXCEEDING 6" LOOSE MEASURE AND COMPACTED BY V1BRaTORY U 0
\ C , ~ • 22" Ook Il ~ I Py' ~ e i E.-;L Pv: n Q... ; t;' oak a ~ ~ ~ OWNER iT0 SUPPLY NCWkC ~tt RLBBER TIRED ROLLER TO AT LEAST 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D69E1 ~
a~ Z . A C ! RESERVED PARKING SIGN lCVVRC (CLAYS) OR ASTM D2049(SAND, GRAVEL, ETC.). SIGN 8. AREAS OUTSIDE OF GRADED AREA WHICH ARE DISTURBED DURING GRADING SHALL BE RESTORED TO ~
a 10" oak ~ ~ ~ ~ ~G. 06 \ ~ THE ORIGINAL CONDITION AND SEEDED IN ACCORDANCE WITH THE SPECIFICATIONS.
G~ ~O 1 .o , 9. ALL WORK ON STATE OR COUNTY RIGHT-OF-WAY REQUIRE AN ENCROACHMENT PERMIT FROM THE APPROPRIATE AGENCY.
16" Sweet tii~' Gum O 10. CALL ULOCO UTILITY SERVICE LOCATOR PRIOR TO CONSIRUCTION CALL 1-800-632-4949.
NO ASPN CLIR ~ v 2- HANDICAP'SPAOES WITI-i t2" Map ~ SIGNAGE i WI1T-1 11. SEE SHEET NUMBER 4 FOR SITE AND EROSION CONTROL DETAILS, SEEDING SPECIFICATION AND ~ ~ CONSTRUCTION SEQUENCE. ~ Q
12, FOR CONSTRUCTION SCHEDULE SEE SHEET NUMBER 4. cv ~ 13. CONTACT THE ENGINEER/ OWNER NOT LESS THAN 48 HOURS BEFORE COMMENCEMENT OF
4 ~ ~ N ' i i 0 ' LAND DISTURBING ACTIVTY. Z
I + ROCK CHECK DAM ~ i 14. THE CONTRACTOR ENGAGED IN OR CONDUCTING THE LANDS DISTURBING ACTIVITY SHALL BE 0 ~ z
' I 4g s~ RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY/ PERMANENT MEASURES AND FACILITIES fA Q ~ o DURING THE DEVELOPMENT OF THE SITE AS REQUIRED BY THE APPROVED PLAN. p ~
OpE ~ ' ~ I SILT FENCE 15. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES WITHIN 7 CALENDAR ~
CLEARING LIMITS ~ ~ ~ 4 a ~r DAYS OF REACHING FINAL GRADE. Q Z ~ 16. THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES 0_ > ®®~®®Q Z
B° Birch \0 AFTER LAND DISTURBING ACTIVITY IS COMPLETED SHALL LIE WITH THE LANDOWNER. ~ W
- °b1 D PROPOSED GONC TE PAD EXISTING GRAVEL BASE Pe ,n,man ~ i E' pqp 17. THE GRADING CONTRACTOR SHALL REMAIN RESPONSIBLE FOR MAINTENANCE UNTIL PROJECT IS 0_ ~ STABILIZED AND SIGNED OFF BY ENGINEER/OWNER.
TO ESE REMOVED ~ ~ FOR TRAIN GAMS 0~ 1 b3. 18. CONTRACTOR IS RESPONSIBLE FOR REPAIR TO ANY DAMAGE OCCURRED TO SITE INCLUDING BUT NOT
F EX EL I R CURLEX i~ ~ 5300 SF 0 C S 0 LIMITED TO CONSTRUCTION AC11V1TIES AND/OR STORAGE OF EQUIPMENT AND MATERIALS. 19.CONTRACTOR TO RELOCATE ANY EXISTING SIGN(S) AS DIRECTED BY OWNER. ~
EROSION CONTROL MATTING 101.40 NO ASPHALT CURES , o ~a - - LINE TABLE l0~ - 20.OWNER TO FURNISH TRASHCANS. CONTRACTOR TO EXPANSION ANCHOR THEM TO CONCRETE
N LENGTH BEARING l LIE PAD z - i 21. SITE LIGHTING TO BE PROVIDED AND INSTALLED BY OWNER. CONTRACTOR TO COOPERATE Q
Lt 55.00' S 0753'10" E ~ T~ , AND COORDINATE INSTALLATION OF LIGHTING WITH SITE WORK. Q Q-
L2 27.80' S 20'21'10" E ' , ivCCS uonok~ I I ~ ca+c. MoN.(F) L3 47.70' S 30'09'10" E N. 22x424.295 (M) 22.ALL SEDIMENTATION AND EROSION CONTROL MEASURES TO BE INSPECTED AND REPAIRED IF NECESSARY AFTER EACH RAIN FALL EVENT. W
' E. 397285.571 (M) L4 71.60' S 0702'10° E 23.SEDIMENT TRAPS TO BE CLEANED OUT ONCE 1RAP BECOMES FILLED WITH SEDIMENT TO HALF OF I1°S ~ ( l I DEPTH, ,t U DES GNED Q U
L5 0' S 19'08'10" E IOL40 e~ Eh 100.68' (Elev. baseQ an take Laval) 43.2 L6 37.40' S 00'3750" W 24.SEDIMENT THAT IS REMOVED FROM TRAPS TO BE STABILIZED TO PREVENT ER0510N. z
L7 10.60' S 5719'50" W - _ 25. NO ON SITE BURNING WILL BE ALLOWED. al 26. ELEVATIONS ARE BASED ON FULL POND ELEVATION OF LAKE HICKORY= 100.00 ~
1 L8 2s.7a' s 16'1750" w SILT FENCE WITH WWM L9 13.40' S 31'13'50" W vwM W ~ ~
VM L10 18.00' N 69'55'10" W I, W Z ~ 0
L11 8.50' N 4455'10" W ~ U U Q ~
L12 8.50' S 69'30'50" W L13 50.00' N 79'33'10" W ~ ~ Q~U W
L14 36.00' N 61'24'10" W i ~ ~ 0 ~
L15 s7.1o' N 76'4s'la" w NY FILL PLACED 8Fi0W THE 100 ufi 34.80' N 58'06'10" w CQNTOUR TO ONLY CONSIST OF WASI-ED STONE i ~ J ~
/ ~ A B RIP RAP L17 67.50' N 00'34'10" W AND! OR CL SS ~ ~ Q ~ J W oU ~ PR PARED BY~ RVEY E ~ ~ -W
L18 34.00' N 54'4710" W ' \ Q QZ ~ J
u9 66.80' N 63'24'10" W - 2- PROPOSED CONCxZETE BOAT ~ i ~ L20 34.50' N 64'4710" W RAMPS ~ 1 ~ WWI
" \ L21 32.80' N 54'4710 w I PROPOSED BOATING PIER ` FL WE AN N W ~ W N M. D BE > y Z o Q ~
TO BE SUPPLIED AND ~JSTALLED L22 9.20' S 66'40'50" W / ~ L23 16.30' N 63'29'10" W BY THE NCWRC ~ OQ LAND ~VEYIN o_ ~~U o
L24 5240' N 24'4710" W ~ I
PROVIDE SILT FENCE ACROSS THE L25 13.00' N 76'53'10" W TLRN AROI~ AREA LtJT~ TI-E RAMPS..
L26 12.70' S 84'40'50" W \ ARE WSTALLED. REMOVE S~.T FENCE L27 31.20' N 69'31'10" W AS REOLpRirD TO ALLOW FOR PAVEMENT II BRIEF I~ AD
L28 17.00' N 55'36'10" W ~ WORK IN THE TL~I AROL~D AREA NARL TTE NC 2 227 C
L29 27.30' N 47'12'10" W ALC SILT FENCE LOCATEp ALONG LAKE EDGE . " / TO NAVE FABRIC STAB~I7ID WITI-1 6' LAYER , LSD 20.10 N 49 5510 W '
OF a5 WASHED STONE i / L31 8.50' S 79'21'50" W / , PN NE N MBER= 7 4,545 6 U
L32 13.48' N 54'40'24" W ;
i
/ ,
_
+V
3 3 3 G ~,1 ~ w
P P ~ c, Q ~ W
~ ~ a 0 ~ z
~ ~o I ~ Q
P ~ ~ p _ - ~ W G Q ~ Z_ d-
Fescue grass ~ ~ d ~ W
ui Q ~
CL ~ o cn
SCALE
I" = 30'
TYPICAL DRAINAGE SWALE / SHEET NO.
20F8
PRELIMINARY- NOT FOR CONSTRUCTION

1
o \
i
\
~ \ 99 \
~ r C \
PRPOPOSED 2" BITUMINOUS CONCRETE (TYPE I-2) 8 o~'
9 \ a
1" BATTER \ ~ \
8" CONCRETE APRON \ N
" ~ ersimmon #4 ®12 4 -#4 \ \
v
~ \
T ~ \ e ~ ~ Np U
\ 03 a
24
1 W FABRI 1
WWF 4X4 \ o
Q N
EX. ASPHALT z
6" ABC STONE ' ~
~ ~ a
~ ~~25~ ~ a
- SECTIQN F-F FF ~ a
(NOT TO SCALE) ~ BEG ONCRETE CU2B ~ °
/ C C(2ETE API~ON m Q ~
a APER THE LAST 5' OF CUf2B ~ ~ o
o ~ gSpy , ~ Ff20M 10" IN NEIGI--aT TO 3.5" ~ a
SUGGESTED INSTALLATION TECHNIQUES: ~ 0 ~o qL r / a
GRADING
- The round should be railed to the desired slope.
g g " " - is needed the stone - If fill material sur e stone -Class B rip rap, 5 15 diameter stone) , ( 9 C~j/~C
should be laced on the ro er slo a and compacted by machinery (grade-all or dozer). / P P p p used to ~
For the rock material placed underwater, the bucket on the grade-all can be RErE °a O 1.4 O
compact and level the stone. , ~P~O ~
-The area to be railed or where fill is placed should extend level 2-4 beyond the edge of 9 the ramp and at a 2.1 grade down to the original grade.
Rq,~'"" _ _ ~ ~ TRANSITION RAMP TO PIER ABUTMENT
FO I G FOR THE RAMP / RM N
com acted under and 2' be and - A 2-4 layer of crusher run will need to be place, graded and lightly p Y ~q~r T 5~'~,WIDE PIER ABUTMENT / /
the ram area in the concrete pouring area. This will provide material to drive the form stakes P °z
into. - Two se grate continuous layers of 8 mil plastic will need to be placed on the graveled area to facilitate i ~ \ ~ w o
P ~ he movin of the ram if it is to be ushed out beyond the water Ime. t g P P
-Install the forms and the rebar for the ramps on the plastic. Use steel benches to keep the rebar /
off of the plastic and to separate the two layers of rebar, o z
- Create a 30 de tee bevel on the underside of the lakeward end of the ramp to help the concrete g intain a 2-3' thickness on the to of the \T~ o 0
slide over the rock when pushing the ramp into the water. Ma P bevel. Q Z ~ U o
- Install the steel angle iron push plate with Nelson studs on the bottom ~f th? uppe-~ vr~~ cF the rc~p. ~ . / , ,
l /
POURING THE CONCRETE ' a~ ~ ~
- n of the ram and work toward the top. Start pouring the concrete at the lowered p
-Screed and vibrate the concrete across the ramp surface. If the ramps will have curbing, make m w
where the curb form will be added. sure the concrete is level a
- Start the roovin of the ram surface with the modified float as soon as a 10' section has been 9 9 P
screed.
-Once the concrete slab has hardened, attach the curb forms and fill with concrete. Make sure ~ J O , ~ ~j
to install 1 2" diameter PVC pipe vertically about 1' from the end of the ramp. This will allow
the end the installation of a 8 piece of rebar to use as a guide to make sure of the alignment ~ ~l of the ramp.
- urface of the concrete. ~ Vibr to and then finish the to s a P
~ ~ / ~
PUSHING THE RAMP
-Remove the concrete forms. . 'Z~~ ~ LL FILL BEYOND TNE,I~SO CONTOUR
-Install the 8' feces of rebar in the PVC pipe and tie a piece of plastic flagging P
at 1 intervals from the to of the curb. Use a different color ribbon for the desired depth P J Q; OBE CLASS B 121P ,RAP z
at the end of the ram when full ushed. P YP ~ - the to end of the ram and ut the blade a ainst the angle iron push plate. ~ Q ~
Position a dozer at p p p 9 ' n b tween the dozer blade and ram to rovide / In addition, it is suggested to use a piece of channel fro e P P
extra protection to the concrete. For the 60 ramps, it may take a second dozer.
_ kee it all Heil b usin a transit si htin on the rebar. Push the ram out to the desired depth and p g y g 9 9 l P EE SNEETS 5 /~.ND 6 F012 CONCRETE Q ~ o
- Leave a 5-10' section of the ramp out of the water so the concrete forms can be installed ~ h
and the next section of ram can be tied to the first section by working out of the water. P ~ ~ OAT RAMP A'ND PIER ABUTMENT DETAILS ~ ~ ~
- If the first section of ramp is the only section to be pushed, you can form and pour the remaining / w
len th of ram in lace, 9 P P ~ / _ w z ~
INSTALLING THE APRON ~ UFO d
_ i I ram s is used to transition from the 15~ It f Q ` / Q~U W
The upper 10 of ramp and the 10 apron connecting mu p e p ramp slope to the slope of the turnaround area. P AC~ AN EYE BOLT ON TOP OF THE CURB CLOSEST r ~ ~ ~
- The to end of the ram is 1' above the full pond elevation and has rebar extending from the end to P P
connect with the welded wire mesh used in the apron. T YNE FLOATING DOCK. EYE BOLTS ARE TO BE ~ ° v W °
- ron are on the same 50' radius curve that is used for the turnaround area. The sides of the ap L CATED 7' AND 22' FROM THE END OF THE a = v WWI r~
-The ed es of the a ron have a curb that goes from the height of the ramp curb down to a height of 9 P
6 to match with the asphalt curb around the edge of the turnaround. tolled in the 6" thick a ron and tied to the ram - A single layer of WWF 4x4-W4xW4 (ASTM A185) is ins p P ONCRETE f2AMP. SEE SNEET 5 FOR EYE BOLT o > ~ Q ~
with rebar, Steel benches are used to position the wire mesh in the concrete. / ~S ECIFICATIONS AND SUGGESTED INSTALLATION a ~ Q U o
- i a 10' s ace between rams for the installation of an 8' wide loading pier) the curb is Where there s p P
' ron and slo es to a hei ht of 3.5" over a distance of 5". perpendicular to the ap p g
-Where there is a 4 gap between the ramps (just for spacing) the curbs on the adjacent ramps f / y
convey e and slo e to a hei ht of 3.5" over a distance of 5. 9 P 9 -The apron just has a broom finish to the surface.
BACKFILLING AROUND THE RAMPS
/ / ~ w
- Sur e stone is laced to within 6" of the top of the curbs on the ramps. g P e to make the surface
- A 4-6 layer of railroad ballast stone is placed on top of the surge stop easier to walk on.
- i htl acked with a backhoe bucket and will need to be dressed up with additional This stone can be I g y p o
stone as the stone settles. Q = o
a
SPECIAL NOTES / ~Q
- If there will be a substantial depth of surge stone needed for fill, you will need to install your pier o W IoW
ilin s riot to lacin the fill. . P g .P P 9 LL ~ a~
-When mstallin the concrete abutment for the pier, make the abutment fill the entire width between
g the ramps. /
- be 4-6' of water over the end of the ram at Trv to riasinn the length of the ramo so there will P / a Q
maximum drawdown.
- When the first section of ramp is poured and ready to push, you will need to bend the rebor /
protruding from the end of the ramp / scnLe
- The top end of the curb should be painted yellow. I., = 10'
- If you are going to build a lot of the ramps, it is good to have some steel forms made. / SHEET NO.
/ 30F 8
PRELIMINARY- NOT FOR CONSTRUCTION

SEEDING SPECIFICATIONS
SURFACE STABILIZATION MEASURES 1'D" -
Seeding will be completed Immediately following site ,r -
reclamation and rlor to ro ect completion, Temporary ASPHALT CURB PER DETAIL (WHERE NOTED ON PLANS) p pJ or Intermediate seeding, mulching, matting, or other CONTRACTOR TO SUPPLY AND INSTALL EsERVED
surface stnbllizntion measures will be placed on disturbed BACKFILL BEHIND CURB TEEL POSTS. PARKiNc OWNER TO SUPPLY SIGNAGE FOR NCWRC BWE CIXIAB .
arens following Initial soil disturbance, Prior to seeding, all surfaces shall be scarlfled to n depth of four to six CONTRACTOR TO SUPPLY HANDICAP SIGNAGE ~ `0 BAtlftlIglND
Inches to enhance seed germination and help Impede ! _ CONTRACTOR TO ATTACH SIGNAGE TO POST ~,~ro~;; ,ia• ~n~
stormwater runoff, - _ I t eclf c t saes Ilored o EQUAL EQUAL
Seedln mixtures will be to P 9 conditions, steepness of slopes, climate, location, and ~ _ 2" BITUMINOUS CONCRETE
elevation, Typical seeding guidelines are ns follow5l , , I - SURFACE COURSE (TYPE I-2) c~ t\ z _
r t r u h m -A rll Q• EXTEND BASE COURSE 6" Feb unry hog Id p Q Q Q K -3 Tall Fescue 100 lb/ncre p ~ III BEYOND EDGE OF ASPHALT y 1 Y (n ~ _ Q ~ ~ _
Serlcea lespedeza (scarlfled) 30 lb/acre rnrn Q 2" TUBULAR STEEL Q
Kobe les edeza 10 lb/acre ~"V P g o P "A G GATE BASE z N POST. PRIME AND -
Mid-Aprll through July ~ Q Q Q i ; COU~S~ ( A~C~ Common Bermuda gross (hulled) 20 lb/acre l~ ~ PAINT TO MATCH ~ ' ~ Z EXTERIOR META . lam- _ I ~ 1 0
Ky-31 Tall Fescue 60 lb/acre _ ' ' Serlcea lespedeza (scarlfled) 30 lb/acre -i ' ~ : _ i F-
August through January v Q nNisl+ cRADe F"x6" SQUARES ~ _ tl
~ > > Ky-31 Tnll Fescue 100 lb/acre ~ ' mil °af -III=1 Foy LAYOUT ONLY
Serlcea les edeza (unscarifled) 40 lb/ncre ~ I P 10 16 I~~ ~,f as EARTH ~LU P p ` T - ~
Nurse crops may be added to aid the establishment of ~_f ~ ,o, ~ HANUICAPPEf~ SYMBOL 0
permanent vegetation an steep slopes or other problem CONCRETE FOOTING I E A u h I
areas, General guidelines for nurse crop seeding rates ~ ~ ~ ~ ~ T C C are as fallows~ V I\ t1 ~J I L J Vii- + f 111- 6" STRIPES- _ I y ~-1 COLOR AS PER SPECS.
Mld-April through July ~~~-s 1=III=1 =III= PAINT ALL STRIPING 6"
Rye (Grain) 10 lb/acre 1. All paving workmanship and materials shall be in accordance with the latest RAMP PEER F 9" WIC~E IN WHITE PAINT ~ PIER RAMP N M=,NUFACURED FOR THIS ~
Mny through mid-August edition of D. 0. T. Standard Specifcations for Roads and Structures. German MlUett 15 lb/acre 2. All as halt avement and stone base thickness s ecified shall be after PURPOSE. ~
Mid-August through April p p p U
Rye groin 40 lb/acre compaction. 2' August through Jnnunry 3. Subgrade and stone base shall be mechanically compacted (rolled) to the MIn. z W W s ~
Rye (Groin) 10 lb/acre density of natural and undistrubed soils (approx. 95% of the maximum density z , - c~ ~ ~ I-IA~DICAP LAYOUT AI~U ~IC~N:AGE
in accordance with AStM D698, modified proctor.) 1~ a~ L
In the absence of soil tests, fertlUzer and lime will generally be applied at the following rotes) 4. Apply c7 tack coat to the vertical faces of existing asphalt pavement. Sawcut Z~ q- s
' 19-19-19 Fertilizer 500 lb/acre oil existing surfaces to join new asphalt pavement. I CLA Q U CLASS GRIP-RAP FILL
Ground agricultural limestone 0000 tb/acre
Liquid line or alternative fertilizers may be substituted In various situations, Mulch or matting shall be applied
to all seeded areas to aid In the establishment of r I etntive mulch ASPHALT PAVEME~JT SECTION vegetation and help impede e os on, Veg , ~ ~
typically wheat or oat straw, shall be applied at the H ~ Q o
rate of 3,000 to 4,000 lbs/aere~ L i'
PROPOSED SCHEDULE OF EVENTS/CUNSTRUCTIUN SEQUENCE m Q
1, Obtain Blearing and grading permit, Q
Let State Inspector know the start date 4B hours prior to start date, I~ ADD COMPACTED FILL ON THREE Q o
Contact) SIDES OF CONCRETE PAD W ~
2, Clear trees for erosion eontrol measures, SO IT IS FLUSH WITH THE TOP OF ~ PAD
3, Construct and/or Install erosion control Measures for
grading, POUR PAD ON COMPACTED AND LEVEL
4, Clear and grub site, SUBGRADE
5. Grade site,
6, Install temporary or intermediate seeding, mulching, or other ~Q( ~ -
stnbilizatlon measures ns required during the grading proeess. .1
Complete grading, BACK FILL BEHIND CURB A MIN. OF 3'
8, Seed and mulch disturbed arens for permanent stabilization, 3>_0~~ W
9 9, Maintain erosion control measures until permanent
groundcaver Is established, 1 ~ 'ryI 0 N r/
10, Inspect seeded arens making necessary repairs and/or ASPHALT CURB l~
reseeding where vegetation not established ° I;'_. 6~ 0
11. once grass Is established (95% coverage) All temporary erosion control ` ' devices will be removed, grassed/mulched, ~ - , I { Z
ASPHALT PAVING END ASPHALT CURB FLUSH WITH W z
_ (E'NA%) SEE DERAIL FRONT OF CONCRETE PAD ~
- - ~ ELEa 1az.oo ~ ~
CONCRETE COMPRESSIVE STRENGTH ~ o- SHALL BE 3600 PSI IN 28 DAYS ~ z
~ o
MIN, ID G0. NIN 12 t/2 GA. Q z U
LUTE YIAES INTERNE?IATE VIBES PRaPaSFD A. ";iALT TURN AROUND 0 rvo 2 , TRASNCANS TO BE PROVIDED BY THE OWNER. ~
R \ ~ ~ -i,i , o I-
I~~ I ll ~ - - - I 1 - TYPICAL ASPHALT CURB SECTION ~ ~ ~ , ~I , ~1~,-~~ _ sx noPF CONTRACTOR TO INSTALL AND EXPANSION ANCHOR THE ~ 1, F_LFV. 1D1•oo BOXES TO CONCRETE PAD. ~
4 10' CDNCRETE CU 8 ~
EXISTING GRADE k ~o CONCRETE PAD TO RELIEVE BROOM FINISH
~A $d TOP-FILL CLASS 8 RIP RAP W%TH 4" COMPACTED "ABC" °0N° '3~ ELEV. 88.00 m TED "ABC" RFC ao °pe 0 ~
TON FOR OVER-PAVING N A NOlEFENCE FABRIC SHALL HE A NININUN ~F 32' IN WIATH )N qTR - Q p 4' MIN. N O
AN? SHALL HAVE NININLW W b UNE WIRES WITH 12' STAY SPACING
2. FILTER FABRIC sHU L aE NIRAFI loo FABRIC EJi THICK / 5~ WIDE CONCRETE APRON EQUIVALENT. 3. STEEL Posts SHALL eE s'-D' m HEIGHT aN? DETAILS - SNEET 3 CONCRETE TRASH PAD 9 Z
HE OF THE HELF-FASTENER ANGLE STEEL TYPE, FENCE >mrE? oN PLAN Hn TAPER 10" CURB DOWN TO 3 i/2" HEIGHT - r o ~Z m cn
srEEL PosT IN 5~ CLASS "B" RIP-RAP FILL 4 Q ~o z IN. W
WIRE FABRIC ALL FILL BELOW 100 CONTOUR TO BE CLASS "B" RIP-RAP FILTER FAHRIE AND/OR WASHED STONE. "B" RIP-RAP ~ PuBUC STREET Q Z
- - a >®~~®Qz
c,o~c~~TE No~ES: P < 5~~~ _ - 19" EXISTING GROUND W W SOIL STABILIZATION FABRIC
~ 6.. ~ Q X 4 ~'y ~ A 1. Concrete shall have a minimum 28-day compression s com ression stren th of 5000 si. uNOER sroNE ~ P 9 P
" G _ _ bg _i• 2. Rebar shall be ASTM A615,grade 60 deformed steel ba formed steel bars (unless otherwise ~ I
_I 1j=~=~1-_„~-'=o o~" _-ill),- ~ noted on drawings).
6' NIN. - - _ _ x~. I X111= I' 3. Concrete shall be supported on Natural ground or fully Z ground or fully-compacted backfill, - Q
- cress 's' -I11- _ GROUN?LINE etP_xeP A as applicable. Subgrade shall be compacted until unifon aed until uniform with all organic matter
- - - - - ,water , or other deleterious material removed. :moved. z ~ Q ~e-- ~ N W L
~ SECTION VIEW LOOKING UPSTREAM 4. Concrete shall be cured a minimum of 7 days before 7 days before ony backfilling or sup- H ~ m U
1 ~ - portive structure erection is begun. Q U a Z
6` LAYER OF N5 S1DNE TD ANCHOR SKIRT NOTE: KEY STONE INTD THE DITCH BANKS 5. Contractor Shall field-Verify that all foundation SaiIS h( AND EXTEND IT BEYOND THE ABUTMENTS bearing capacity of 2000 Ib/ft squared. Inflation soils have a minimum allowable - - ~
C ~I A MINIMUM OF 18" TO PREVENT OVER tl4~S~. /fin ~ W
1 SILT I EIVCE WITH WIRE MESH FLOW AROUND DAM. 6. FIII all expansion/construction JOIntS With Typ2 III COI( :h T e III , cold a lied Vln ~Olnt filler. 1. A STABWZED ENTRANCE PAD OF WASHED STONE OR RAIL RO ST SHA V J YP PP YI) AD BALLA LL BE LOCATEA WHERE TRAFFlC W1LL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBUC STREET. W Z
4 7. All concrete construction shall be performed in accord) firmed In aCCardOnCe Wlth current edit- 2 FlLTER FABRIC TO BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. U ~ 0n
ion of ACI 31$-95. FLOW 3. THE ENTRANCE SHALL BE MNNTAINED IN A CONDITION WIiICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT U O L.L ONTO PUBUC STREETS OR EXISTNG PAVEMENT. THIS MAY REWIRE PERIODIC TOP DRESSING IMTH ADDITIONAL ~ ( 1
~ o, 8. Concrete mix shall hove 4-6% air entrainment. STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. Q ~ v ~inment. W
-,~~-Ill,lll- - - Q °'o 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 0 5. WASHIN~SREOUIRED,~EELSALL 8E pONEN~AN AREA 8TABIUZED KITH CRUSHED STONENMHICH WtAINS NTOTAN~ Q ~ ~
-I I I~ I I I l t a l I~ l l_ ° " ~II,,IIII~IIII-III-III-III-_ _r = _ _ APPROVED SEDIMENT BASH. W Q ~ I I-I~
111 111-~11 Ill III -~il,;,lil= BOAT APRON Rp 7 N RAMP S E C TI 0 N 6. SOIL STABILIZATION FABRIC SHALL BE USED. - W 0 ~ Q Z
COIdPAC1En BERIA 8-Ff
4 NAJU H a~DE o WWI ~
~ n~uroo few SECTION A - A T M P R R TR TI ~I A W>~ E O A Y CODS UC 0 E~ITR NCE z 10 o Q OQ ~
a ~~U o 4
z>4"
'L' =THE DISTANCE BETWEEN EQUAL ELEVATIONS AT POINTS A & B INSTALLATION
Cq~ ~L~ AND Properly prepare, fertilize and seed area to be covered before b~anket Is applied When the blanket Is unrolled, netting should be on top and fibers In contact with the soli over the entire area In
ditches, apply blankets in the direction the water flows, butting them at the ends and sides and then stapling. Un slopes, apply blankets either horizontally or vertically to slope, butt ends and sides and ~
POINT 'B' - ' ~R°~`0 POINT 'A' then staple.
-IIIT Ih~,_ ~ . - - - - - - - - - 1I~ I I-~ l l- -I - STAPLING INSTRUCTIDNS~
2 TEMPORARY DI~ERSICN DITCH -"'~"'=111 Jll~l~„ °~°~o•a ~-I I I_I I I =I1- - - - - Use wire staples, .091' In diarleter or greater, "U' shaped with legs 6' long or longer and 1" crown Size and gauge of staples used will vary with soli conditions, Drive staples vertically Into the ground,
~ ~-1 i I_I 1 I-1 11=__- t- Use four staples across at the start of each roll, Lor slope Installation, continue to staple along the
4 length of the roll at 6 ft. Intervals, For ditch liner, staple along the length of the roll at 4 ft, intervals. Another row of staples in the center of each blanket should be alternately spaced between
SPACING BETWEEN CHECK DAMS each side for either slope for ditch. Use a cor7roon row of staples on adjoining blankets.
Typical Stapling Pattern for High-Velocity Ditches and 1 ~
Siopes• 1 ~ ~ ~
ROCK CHECK DAM 5 ~ p w ~
1 ~ ~ Q ~ ~ 1 0 ~
4 ~ ~ W
Use 4 staples across at the start ~ Q Z 0 of each roll and continue to staple ~ ~ ~ W
2 ft4yntervals- y V„ 1 1 ~I1r --mown Q -
i CL U)
SCALE
I 11 CURLEX BLANKET MATTING WOOD CURL) NTS
4 SHEET NO.
40F8
PRELIMINARY- NOT FOR CONSTRUCTION

VARIES (SEE KEY PLAN)
3 6'S ~ 12"" BOTTOM 3" ~
0 ~ 0" m 0„ ~ ~
~ 4'S ~ 12" TOP 0
m ~ 4'S ~ 12"' 0
3 3/8" ~
0 3 3/8"" ~d Q w~
~
z 0
~ Q
I N 10 U
N Cr] ~ F-
W U
x
r
O
EMBEDDED ANGLE aNo
(2"x2"x38") SHALL N
BE INSTALED ALONG ~ '
BOTTOM EDGE OF z W w
THIS END ONLY. ~ 0
a~
Z L
a
W T ~ ~
~ ~ ~ O ~
0 L ~
0 F C _ d o
m i~l ~ r~
m
0 0 ~ IG- W ~
~ U,. LL o v ~ o
~ ~ ~ W d'
N ai
~ FOR SURFACE TREATMENT O
(SEE ©ETAIL '1') h--
d'
N
r~
U
12" PROJECTION ~ 0
(TYP. FOR DOWELS)
E>0° , ~t
r, 0
Z
I.LJ z
J o
~ -
- ~ W ~
- ~ ~
Q i U o
_S ~n ~ ~
O i- F- ,
0 3 3~8," r N 3 3/8" ° ~
m ~ m
~ 4'S ©12" u; a- o w <l ~
0 i~ i N Q o
f- O,. C~ `
Z
~ VERT. SCALE:1/2"=1'-0" ~ ~ ~ ~ z m ~ ~ io o Q o
~ HORIZ. SCALE: NONE N cv m W ~
Q Z
W ~ o ®®®®a Z W W
16'-0"
1 1 „ 11" 14'-0" 11"
NOTE;
2 9'S TOP & BOTTOM #4'S ®12" (TOP & BOTTOM , # ( ) SEE NOTE 4, ~
#9 S (TOP & f ~ S (TOP & BOTTOM) Z Q
Q ~
- L1J ~
4'S ®12" 1 1 /2" CLEAR #4'S ®12" » OC S ®12 _ ~ U
COVER (TYP.) ~ Q U EMBEDDED ANGLE Z
Q SEE NOTE 7 F w .E NOTE 7 FOR SPEC. (2 x2"x3/8' x16 -0) ~ ~r
J U Q~ ASTM A-36 WITH 3 8"x ~ ~ ~A ,~-l / 4 W
1 1 2" CLEAR J ~ ~ ~ NELSON STUDS Z W
/ N FOR SURFACE TREATMENT ~ COVER (TYP.) ~ ~ AT 1'-0 CENTERS U ~ 0 o ~
#4 S T 1 1/2" CLEAR U 0 0- ~ Q U
COVER (TYP.) ~ ~ W
0 ~
'.:WIC ~ ~R.. e~ ~A~ ~ ~ ~ T ~ ~ ~ ~ ~ ~ ~1~ ~ ~ ~ , ~ ~ r~ ~~r T~ Q ~~J ~ w ~U-~ ~ r` ~ - W
Q QZ
~ J
6' S Q o WWI ~ >>LJ W
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 si J ° OQQ ~
P v AT 28 DAYS. MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED 3/4 . a ~~U o
(V ~ TOTAL LENGTH OF RAMP= 90'-0"
2. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60.
3. CHAMFER ALL OUTSIDE CORNERS 3/4". LENGTH=5' LENGTH=40'-0" LENGTH=50'-0"
APRON RAMP SECTION ~1) (RAMP SECTION #2) ~ ~
4, RAMP DRIVING SURFACE SHALL HAVE A RAKED FINISH OR BE FINISHED ~ ~
PER DETAIL '1'. INSTALL V-GROOVE SURFACE WITH THE GROOVES PLACED Q
AT AN ANGLE OF 60' FROM THE AXIS OF THE RAMP. W
5. CAST RAMP ON POLYETHYLENE SHEETING ON SMOOTH GRADED SURFACE
6. WAIT SEVEN (7) DAYS BEFORE MOVING RAMP SLABS Q
7. EYE BOLTS ARE TO BE PLACED ON TOP OF CURB CLOSEST TO FLOATING DOCK. EYE BOLTS
TO BE LOCATED 7' AND 22' FROM THE END OF THE CONCRETE RAMP. EYEBOLTS ARE TO 2 1 0 2 4 6 ACCESS EN Q
BE STAINLESS STEEL, 1-1/4" EYE DIA. 7-3/4° SHANK LENGTH, AND 1/2n DIA. 1/2"=1'-0° ACCESS END S 0 UBMERGED END
~ W m ' 0 ~ W
EXAMPLE BOLT CAN BE FOUND AT HINDLEY MANUFACTURING COMPANY, INC. 1 .5 0 1 2 3 HTTP: //WWW.HINDLEY.COM/CATALOG/SSEB.HTML 1"=1`-0" W ~ ~ o ~ W
W (9 ~ ~ Z ~
IF INSTALLED DURING CASTING OF THE CONCRETE PLACE A LARGE FENDER WASHER AND 4 2 0 4 8 12 a~. ~ Z
NI IT tJFAR TNT Rt\Ifl (1~ Tub TI-IR~411C , ~ ~ ~ r. ni Q n
r\vr I\Lll\ II IL LIV VI II IL Il it\L/lV V• 1/1+ -1 -u MOIL ~ ~ o v
IF INSTALLED AFTER THE CONCRETE HAS SET, DRILL A 3/4" DIA. HOLE 8" IN DEPTH.
ANCHOR THE BOLT WITH REZI-WELD 2 PART CONSTRUCTION EPOXY OR OR SIMILAR PRODUCT KEY PLAN SCALE
ALLOW THE EPOXY TO CURE A MINIMUM OF 24 HOURS BEFORE PUSHING THE SLAB AS SNOWN
INTO THE WATER. SHEET NO.
50F8
PRELIMINARY- NOT FOR CONSTRUCTION

ADD VERTICAL PIECES
„ C1F REBAR AT EACH
~ - 0 5 - 0 INTERSECTION ARauND d
PERIMETER (TYP,) " ~
TRANSITION CUR 4"CLR q ~ 18" a L 1. ALL DOCK HARDWARE TO BE HOT DIPPED Q GALVANIZED STEEL EXCEPT AS NOTED BELOW. ~
#4(T&B) EXISTING PAVED
J TURN AROUND 2. CONNECT FLOATING UNIT TO ABUTMENT
a WITH: Q U
. ~ w~ 3~4" STAINLESS STEEL HEX HEAD B01-TS u. AND NYLON LOCK NUTS ~
t 3. WD-TM SINGLE °T" MALE CONNECTORS ARE
I ry TO BE PLACED IN THE CONCRETE ABUTMENT. FURNISHED BY NORTH CAROLINA WILDLIFE
~ ~ ~ ~ ~ ABUTMENT RESOURCES COMMISSION. CONTACT JEFF FERGUSON AT 828 645- 0413 l~; OBTAIN. r
x TRANSITION RAMP a ° 4. THE WD-TM CONNECTORS SHOULD BE ATTACHED N
(~I U ~ iRANSITIDN CURB TO THE ANCHOR BOLTS ON THE OUTSIDE OT N
J FORM WORK TO ENSURE FIT AFTER FORM REMOVAL. (n U
~ ~ #4 DOWEL, 1'-6" LENG, INSTALL 5. AN INTERNAL VIBRATOR SHOULD BE USED ~(O ~ W z
ENE DNWEL IN EACH CNRNER CONSOLIDATE CONCRETE. Q ~
~ _ - EF SHEAR KEY 6. CONCRETE SHALL BE A DESIGN MIX OF 3500 ~
PSI MIN. WITH A MAX. SLUMP OF 5" Z ° L
-BOLLARD 3°CLR -3"CLR PIER ABUTMENT IvIAX. AGGREGATE SIZE TO f~E 3~4°. Q v
W
7. AFTER FLOATING CONCRETE, PROVIDE A BROC~4 ~ FINISH GN TOP SURFACE.
i SECTION A
NOf~ TO SCALE 8. PLACE 3 4"'x34" CHAMFER STRIPS INSIDE ~ ~ ~ o
THE FORM WORK SO -THAT THE FOUR 'JERTI(,AI CC
10 0 CO HERS AND IE iW0 HORIZON AL OI f_~ ,F-~ ~ ARE CHAMFERED. ~ ~
BOAT RAMP uJ
~ o PLAN DF - ~ 9. AFTER TYING THE BOTTOM MAT OF REINFO}~G~,~f NT PEAK DF NCWRC PIED ABUTMENT WI H TRANSITION RAMP ~ o
0 BARS INTO PLACE, TIE TWO REINFORCEMENT W ~
A ~ NUT TU SCALE BARS AS SHOWN FOR ADEQUATE ANCHOR f30i- ~ SUPPORT AND ALIGNMENT. THEN TIE THE TOP
o - SUGGESTED PQUR SEQUEN E~ MAT OF REINFORCEMENT BARS INTO PLACE.
i 1) BOAT RAMPS
AUD VERTICAL PIECES CJF 2) PIER ABUTMENT :CES DF I3) ABUTMENT TRANSITIO RAMP
I REBAR AT EACH TNTERSECTIEN ARC)UND PERIMETER (TYP,) lTERSECTIDN 4) TRANSITION CURB
' (TYP,)
a"cLR €8 @ 14 ~ 4'CLR 1/2„ DIA GALV. STEEL ANCHDR BDLT
~T~B)
4 i ~
-B~~LARD _
i #4 - . w
t, s ~ as ~ „ z i~~ w ~ I S W o
in ~ - ~ ~
u~ ~ -
I~ ~ ~ , ~ ~ ~ T, #4 (SEE' NDTE 9) ~ z
0 ~ .1 ~ o
~ ~ Q z
(U ~ ~L- ~ /11~_
1 NOT TO SCALE ~ ~

i
3'CLR 3"CLR
~ECTI CN B 5'-p„ 0 ~ ~ Q ~o N
Z
N T,S, ABUTMENT TRANSITION RAMP r 0 ~ z APPROACH APRON m ~ ~
~ Q Y o W ~
a Q z
iu a. ~ ®~®®Q ~
~ PIER ABUTMENT W u
TRANSITION CURB I
-6 5 -0 - 2 2 6 ~ RAMP CURB
3" ~ SCN~ 40 GA~V~ ~
~ STL, PIPE Fll_L Z - RAM Q
W/C~NC~ MOUND AT _ -:(SLOPE = 13 ~ ~
TUP RER DRAINAGE W
~ 0 U
Ta BE PAINTED YE~EOW i SECTION 4 U ~ z
NOT TO SCALE - ~
U7 W U7 F--
W Z ~
1/Z" DIA GALV, STEEL ANCHOR U ~ 0
SEE DETAIL ~ BELT (TYPJ U 0 I,
Qp~U ~ W
I 0 ~
ELEV. 10200 ABOVE FULL POND) Q ~ ~ W QU-~ ~
000 000 E~LLANSBEE PART I ~ - W Q Q Z
WD-TW SINGLE "T" F- ~ v W W ~ ~
MALE DR EQUIVALENT, APPROACH APRON 5 _0„ - W ~ ~ J
o ~ (TYP. FER C) 0 Q ~ 0Q ~
~ ~ ~ #4 ~ n. J~U o
(U ABU ME T TRANSITION RAMP
I SHEAR KEY li
- ~
x x ~ x x x
> o - - 4-0 2 0 4 0 a N ~ x i
~ SHEAR KEY
J x x ' x x '
WW
„ „ ~ ~ NOT TO SCALE PIER ABUTMENT
~ -o ~ -o
SECTI N - _ D ~
4 2 0 4 8 12 z NOT TO SCAL ~ OJ
i 0 ~ ~
wwE 4X~ - w4Xw4 I ~ ~ ~ o ~ ~
(CLEAR COVER = 3"BOTTOM W ~ m
N,T.S 1 .5 0 1 P 3 „ ~ z Q 11/2 ELESWHERE) ~ ~
~"-,~_n" i
j
l_ o a
SCALE
AS SHOWN
SHEET NO.
60F8
PRELIMINARY- NOT FOR CONSTRUCTION

FROM C L. ROAD AS-BUILT
O11 PG. 240 PER D.B. 1 ,
6.732325 PROJECT N
GRACE _ CHAPEL RD.
_
~ p0
FOLLOWS DPCO P L. c ~ w
.F/ v T BOUNDARY N D
PROJEC Z N
4\ LAKE HICKORY T1
cATAws ° Q
RIVER SITE °
1 o
/ .F
Woods
HICKORY

PEDISTAL ~
~ ~O~A~f ION MAP -NOT TO SCALE 0
D ~ 12" Pine / N 00
G~~- ~ N
P C 0 ~ ~ w ~ ~ \ ~B U
~ ~R • ~ / ~~J 20" Pine OTY. KEY ~ Z BOTANTICAL/ COMMON NAME SIZE CONTAINER NOTES W W
i . ~ ~ , ~
TREES 0. °
QA \ „E 7 CIA QUERCUS ACUTISSIMA Z s 2 CAL. B+B FULL CROWN/ WELL MATCHED U
B ~ r ~3 ~ _ Q SA WTOOTH OAK
\ I 25 / Nag Nab 1 ~ 150 CY SHREDDED AG D H W i E ARDWOOD MULCH SPREAD 4" fiHICK
~ ~ / 113.70' 9 ,1Q ~ i ° L
S ~ ~ ~ 1~ ~ ~2 4 , ~ 1
41. 814 , ~ H ~ Q o
Houy a \ ~ ~ 1 ~a ~ 2 QA L fff~~~ I-
15' Oak ~ M°plc A ~ ~ ~ m
~ • \ ~ \ (n
~~I 12" Po ar GN ~,y 8" Ook \ Q lL u. ~ o
' d ~ 12" Pine a 12" Oak \ W ~
~ ~ 18 Oak \ 18" Pine 12° Oak ~ Q~.
10" Ma lea Dbl. 12' Ook P a Q „ 12" Ook \ 14" Oak t ~ ~ J. W. SHERRILL
12" Pine 6" Oak ~ ~ ~ Q \ '`~.,A ~ 9' Persimmons
16" Ping, d 5~~ O ~ ~ MULCN / 1 Pine OF-107, D.B. 122, PG. 3
10" Pine ~ ip 2 8 Oak Q ~ _ a ~ \ 1 15" OXFORD DWG. 719 SPREAD
' 8" Ook \ Q Maple 1 'Oak \ „ P 16" Pine a Tri Ala 10" A LANDSCAPE NOTES: • rOP of RooT GAEL sr+AU NE 1. MULCH SHALL BE DARK BROWN,AGED DEBARK
12 ine ~ 12" Pine 12" Pine F Oak / \ 2"-J° ABOVE SURROUNDING GRADE SHREDDED HARDW000 OF A MINIMUM OF 3"IN
~t 16" 0°k ~ ~ 10" Pine ~ ~ ~ a / \ ~ , A DEPTH, PAINT AEE cuTS ovER DIA. 2. PLANT MATERIAL SHALL BE PR0440E0 BY THE
12" Oak 10" Oak ~ V ~ ~ Dbl. 16 Oak FLAG curiNC w~RES A~TrI CONTRACTOR AND MEET ALL AMERICAN NUR-
18" Pine ~ 22" Ock ~ ~ ~ Q Persimmon /(1 ~ suRVeroR TAPE SURYMEN ASSOCIATION STANDARDS FOR HEALTH r ~ AND SIZE REQUIREMENTS.
~ ~ 22" Oak \ ~ ~ 0"Ok \ ` J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
a" oak MULCN ° ~ \0 HAwNG ALL UNDERGROUND U>111TIES LOCATED o PRIOR i0 EXCAVA710N IN THE AREA OF THE
\ _ C 1 RUBBER HOSE 1" Dln.- _ I DAYS WORK.
Q 10" Oak ~ 2 "Maple 10' Oak A~ 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 0 NEPAIRING ANY DAMAGES TO 1HE PROPERTY Z curlNG WIRES 2 srRAND TWIST ~ r CAUSED BY THE CONTRACTORS WORK.
v~ 12 CUAGE WIRE v z Z
v~ ~ 16" Sweet ~ L- Gum ~ J 2"X4"x24° PRESS 1REATED FDRM MUECH ~ ~ 5. PEANIING BEDS SHALL BE SPRAYED W1TH AN W O snucER _ APPROVED HERBICIDE PRIOR TO PLANTING IF STAKES -TOP DF STAKE J ~
s" ABOVE GROUND-- _ I - I~,_ CURRENTLY VEGETATED WITH WEFDS OR LAWN. - -I ~ ~=N~ ~ ~ 8. PRIOR TO PLANiINC OF TREES QR SPECIMIN LL W
2" Ma le ~ ` SPECIFIED PLANTING MIX -..„,r ~I--~ SHRUBS FLAG ALL LOCATIONS FOR APPROVAL ~ ~ wgrER ~ TAMP to _=L,~~-,~ BY THE OINJER OR HIS REPRESENTATIVE. ~ Z REMOVE AIR PocKETS ~II~ ~ j~l I I I I-III-~_-1I W
a P ~ ' ~4i _ 7. PLANT MATERIAL 7RANSPORTEO TO 1HE SITE Q p
~ - ~ 4 AY NOTE: fill i~~~ SHALL BE C01~ERE0 DURING TRANSIT. Q ~U „ ~ ~,T B. PRESSURE WASH ALL PAVED URFACE S S
L ER OF MULCN PREAD S 1 \ 1 STAKm~r. dS RF.lN.~~@ED ~ 2 x BALI UYA_ IF MUD ON DEBRIS HAS BEEN DEPOSITED J o BY THE CONTRACTORS WORK . ~
UNDER TREES v ~ ' \
\ TREE PLANTING DFTAiI_ ~
\ scAEE: Nor To scAEE ~
~ 1
\ m w 0 ~
~ i QA . 4
Dbl. 10" \ N Q
d Persimmon \ Z
\ 1 ~ ~ ~ Z m (n
p Q u o
Q Z O
LINE TABLE aa ~ Z W W
I LENGTH BEARING \ ~ ~
\ 55.00' S 07'5310 E ~ TsM
\ I 27.80 S 20'21 10 E \ NCGS "LADYLOVE'
' \ ~ CONC. MON. F 47.70 S 30 0910 E ( ~
\ V N. 229424.295 M 71.60' S 07'02'10" E ~ E. 397285.571 (M) Z
43.20' S 19'08'10" E ~ EI. 100.68' (Elev. based on Lake Level) Q
37,40' S 00'37'50" W \ ~ Q ~ W ~
10.60' S 57'19'50" W \ \ ~ I ~ 0
26.70' S 18'17'50" W \ U Q U z
\ 3 QA 13.40' S 31'13'50" W ~ \
18,00' N 89'55'10" W ~ ~ ~ W
8.50' N 44'55'10" W \ ~ U7 ~ W Z ~
8.50' S 69'30'50" W \ ~ U ~ 0
50.00 N 79'3310 W U 0 ~
36.00' N 61'24'10" W Qp~U LU
. ~ 67.10 N 78'4610 W 0 ~
34.80' N 58'06'10" W ~ ~~J ~
67.50 N 00'3 ' " 410 W oU-~ 0 -W Q QZ
34.00' N 54'47'10" W ~ ~
66.80' N 63'24'10" W ~ WWI ~ >>L-~ w
34.50' N 64'4710" W / o OQQ z ~ ~
32.80 N 54'4710 W ~ ~ .~~U o
9.20' S 66'40'50" W
16.30' N 63'29'10" W
57.40' N 24'47'10" W
13.00 N 76'5310 W
12.70' S 84'40'50" W
31.20' N 69'31'10" W
17.00 N 55'3810 W II . ~
27.30 N 47'1210 W H ~
20.10' N 49'55'10" W
8.50 S 79'21 50 W ~v
13.48' N 54'40'24" W ~ z Q
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SGALE
P ~ P C~3 I" = 30'
SHEET NO.
7 OF 8
PRELIMINARY- NOT FOR CONSTRUCTION

I
GRACE CHAPEL RD.
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N ~ uU e ~a e Z h D
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CATAWB ~ ITE °°a~b~lsl~"+a°°'
S ° RIVER ® °°°°'°'°°~f ~G o>',
C 10 ~ ~ 12" Pine B ` _ '0® /~fH ~ ~1?el~ floral
/ ~ G~i ~ ,
P -~~0 ~ r ~i ~ ~
~ ~ 20" Pine ~ ~S

A IQ r ~ HICKORY
\ , 50 ~ n•3a ,
TBM 2 '1 n ~ N , 5Q, i Ma9 rlau 0 9 10 - Y
\ ~ ~ G / 113.70 ' IUN MAP-NOT TO SCALE o ~ ~ Al N
N
~2. ~ ~ 48~ i ~ 2QA vl
4 f ~ Z
a ? \ ~ m ~ 15' Oak ~ a ~ Y MON NAME SIZE CONTAINER NOTES W W QTY. KE BOTANTICAL/ COM
? ~ a~
G~ 8° i?,,~, i 12" Po ar 1.riL d TREES o Z
I d 12" Pine d 12'~ Oak a 7 QA QUERCUS ACUTISSIMA 2 CAL. B+B FULL CROWN/ WELL MATCHED ,Q U
G ~ rt 18 Oak Q 18" P'me "Oak ~ ,J, W. SHERRILL SAWTOOTH OAK W
„ d Dbl. 12 Oak ~ Q 12" Oak - ~j~ 10 Maple 14" Oak d 150 CY SHREDDED AGED HARDWOOD MULCH SPREAD 4" THICK C ~ L ~
9" Persimmons 12" Pine 6" Oak OF-107 I~,B. 122, PG. 30 _ 0
~ ° 16" Pine ~ ';.i~ ~ ' „ ~ 15" OXFORD DWG. 719 Q o
12" Pine MUL.CN (~nh d 8 ~ ine ~ d Maple 10 P , I a a ~ ~
8" Oak 1 "Oak m ~
16" Pine a Iriple 10" ' 12" Pine 12" Pine Oak o ~ tl1 LI,,. tL O
12" Pine 16" Oak ~ a Q ! Dbl. Q O
10" Pine \ i 12" Oak 10" Oak ~ \ ~ rr Persimmon iG~~ i>ak~ ~ W ~
18" Pine a 22" Oak i, A d
d a S 22 Oak \
„Oak M LCI-~ a ~ r_ I e U C
AC ~ Q 2 "Maple
~ Q 10 Oak 10' Oak SPREAD-
/
~i a 16" Sweet \ LANDSCAPE NOTES: TOP OF ROOT BALI SHALL BE 1. MULCH SHALL BE DARK BROWN,AGED DEBARK
I Gum In z"-s" AeovE suRRauNOINC GRADE SHREDDED HARDWOOD OF A MINIMUM OF 3"IN DEPTH.
\ ~ / M 2" Maple V ~ PAINT Au curs OVER I" DIA. ~ ~ 2. PLANT MATERIAL SHALL 9E PROVIDED BY THE
a \ i ' CONTRACTOR AND MEET ALL AMERICAN NUR- FLAG I,UYING WIRES WITH suRVevoR rAPE I ~ ' SURYMEN ASSOCIATION STANDARDS FOR HEALTH
~i II AD = AND SIZE REQUIREMENTS. 1 a 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
4 LAYER OF MULCH SPRE pl HAVING ALL UNDERGROUND UTIIJTIES LOCATED
UNDER TREES o PRIOR TO EXCAVATION IN THE AREA OF THE RUBBER HOSE Y DIA. DAYS WORK,
q „ 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR O o REPAIRING ANY DAMAGES TO THE PROPERTY z
cunNC w~RES z sTRANO TWIST ~ r CAUSED BY THE CONTRACTORS WORK. 12 GUAGE WIRE z Z
FORM a ~ 5. PLANTING BEDS SHALL BE SPRAYED WITH AN W ~ MUt CH 3 2"xa"x2a" PRESS TREATED saucER ~ APPROVED HERBICIDE PRIDR TO PLANTING iF J N
QA STAKES -TOP of STAKE CURRENTLY VEGETATED W1TH WEEDS OR LAWN. s ADOVE GROUND ills ~ ~ _ ~ I, 1, ~ = I"'` ~ ~ 8. PRIOR TO PLAN7ING OF TREES OR SPECIMIN U- ~
8" Birch ~ sPEDIFIED PLANriNC Mlz _ ~ -11F I- SHRUBS FLAG ALL LOCATIONS FOR APPROVAL Y
Dbl. 10" WATER & TAMP TO ~ -~(y T ~ ~ _~~I 5Y 1HE G"di4ER OR HiS REPRESENiATiVE. ~ ~ REMOVE AIR POCKETS ~ Q
a Persimmon ~ ` 1 =III-=I j== =~-=j - 7. PLANT MATERIAL TRANSPORTED TO THE SITE Q m ~ -1 I ~ - ~ ~ n-~ SHALL BE COVERED DURING TRANSIT, Q ~ NOTE~__ VIII= B. PRESSURE WASH ALL PAVED SURFACES / ~ ~ ~
I i srAKiNC As REOwRED 2 xx NAU DIA. IF MUD OR DEBRIS HAS BEEN DEPOSITED lJ ~
I ~ BY THE CONTRACTORS WORK . 0 ~ ~
5 ~ 0' - ~ ~ TREE PANTING DE ~~\I~_ o ~
SET Bq C~ c SCALE: NOT TO SCALE J
TABLE \
\ ` ' TBM H BEARING I 0 ~
I NCGS "LADYLOVE" S 07'53'10" E CONC. MON. F II ~ D
S 20'21 10 E N. 229424.295 (M) ~ ~
' S 30'09'10" E ~ E. 397285.571 (M)
. " S 07 0210 E o EI. 100.68' (Elev. based on Lake Level) 0 m ~ ~ ~ ~ ~ Q Y Y o
~ S 19'08'10" E - W ~
' S 00'37'50" W Q Z O
' S 57'19'50" W ~ ~ QA
" ~ S 18'1 T50 W l ~ Y d
' S 31'13'50" W ~
N 89'55'10" W ~
N 44'55'10" W II
S 69'30 50 W Z
' N 79'33'10" W . l Q Q ~C--
N 61'2410 W LU G
' N 78'46'10" W / ~ 0
N 58'06'10 W U Q U z
N 00'34'10" W
' N 54'47'10" W N 63'24'10 W ~ ~ W ~ ~
I '10" W N 64 47 ~ W z
N 54'47'10 W ~ 0 U
„ ~ S 66'40'50 W U ~ ~
, ) II 63'2910 W N Qp~~ W
' N 24'47'10" W 0 ~
N 76'53'10" W Q }-ICJ ~ BUJ D
' S 84'40'50" W ~ ~d, ~ -W I~(~Y~ ~ , ~i~ Q Q Z
> >I N 69'31 10 W ~ J
' N 55'38'10" W 6, WWI MAY ~ ~ J 2003 > ~
' N 47'12'10" W o Q 3
II W N 495510
S 79'21 50 W
' N 54'40'24" W
~ /
I
y ~
4~
I ~
~ \ 'V I . ~L ~ i~r. ~ z
INN <
J a C
Mfg 4) Lu LU
CD
Clad U
Q z
o Q
SCALE
I" = 30
54 EET NO.
7 OF 8
PRELIMINARY- NOT FOR CONSTRUCTION