20191343 Ver 1_401 Application_20191004

Odom
Engineering PLLC
October 03, 2019
Karen Higgins
169 Oak Street • Forest City, NC 28043
office 828.247.4495 • fax [phone]
NC DWR, 401 & Buffer Permitting Unit 2 0 1 9 1 3 4 3
512 North Salisbury Street
Raleigh, NC 27604
REcE1vEaDEwiDWR
Re: PCN Application OCT 0 4 20A
Project: Camp Lurecrest Ministries, Inc. Shoreline Stabilization
Address: 207 Charlotte Drive yrw r Resourwo
Lake Lure, NC 28746 rtrtWAtnfl SGcf' i1
Dear Ms. Higgins:
Odom Engineering, PLLC is pleased to submit this Pre -Construction Notification (PCN) Form with
attachments for 401 permitting, on behalf of our client, Camp Lurecrest Ministries, Inc., for shoreline
stabilization at 207 Charlotte Drive, Lake Lure, NC. We believe that this project may be authorized under
Regional General Permit 198200030 (RGP-30), pending verification from USACE.
A check for the application fee ($240.00) is enclosed with this application.
We have also included with the PCN, a signed Shoreline Stabilization Application Form - if this form is not
needed for the project described, please disregard. We have also enclosed a large format working copy of
the project drawings for your use.
Karen, this is one of the projects that was scheduled for work during the Winter 2020-2021 Lake Lure
drawdown. The drawdown has been rescheduled for this winter to allow Lake Lure to make mandated
repairs to its sewer system. We have several clients now rushing to try to get permits in place for this
advanced schedule. We appreciate anything you can do to expedite this application.
Please contact Jill Graudszus, iill@odomengineerin>;.com, 828-247-4495 ext. 5 voice with any questions,
comments, or requests for further information.
Please advise if additional information, additional copies, or other format (including digital) submissions
are needed to process this application.
Thank You and Kind Regards.
Sincerely,
r—I
a�
an
David Odom, P.E. a
ODOM ENGINEERING, PLLC -
169 Oak St., Forest City, 1
North Carolina, 28043 J
http.,Ilwww.odomengineering.com

O�OF WA
F9�G
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: or General Permit (GP) number: RGP-30
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Camp Lurecrest Ministries, Inc. Shoreline Stabilization
2b.
County:
Rutherford
2c.
Nearest municipality / town:
Lake Lure
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
FN/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Camp Lurecrest Ministries, Inc., a North Carolina Corporation
3b.
Deed Book and Page No.
Deed Book 596 Page 528
3c.
Responsible Party (for LLC if
applicable):
Kris Decker, Executive Director
3d.
Street address:
10800 Sikes Place, Suite 310
3e.
City, state, zip:
Charlotte, NC 28277
3f.
Telephone no.:
[phone]
3g.
Fax no.:
[phone]
3h.
Email address:
[e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
David W. Odom, P.E.
5b. Business name
(if applicable):
Odom Engineering, PLLC
5c. Street address:
169 Oak Street
5d. City, state, zip:
Forest City, NC 28043
5e. Telephone no.:
[phone]
5f. Fax no.:
[phone]
5g. Email address:
[e-mail]
Page 2 of 12

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1648820
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.4184889 Longitude: - 082.1947278
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
54.58 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Lake Lure
2b. Water Quality Classification of nearest receiving water:
B; Tr
2c.
River basin: map is available at
http:/th2o.enr.state.nc.us/admin/maps/
Broad
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing wooden seawall and boardwalks are failing due to the eroding shoreline of Lake Lure. The property is
currently used as a camp. The project's vicinity is used for recreational purposes for the camp participants.
3b.
List the total estimated acreage of all existing wetlands on the property:
None
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
None
3d.
Explain the purpose of the proposed project:
The purpose of the proposed project is to repair and replace the existing failing wooden seawall and lakeside boardwalk
with 85 LF of 12" concrete seawall with shoreside concrete walk, 107 LF of 12" concrete seawall without a concrete walk,
and 35 LF of riprap.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The proposed project is to repair and replace the existing failing wooden seawall, upgrading it to a 12" concrete seawall or
riprap in the same and/or general location. All work will be performed "in the dry" during lake draw -down. Equipment such as
small backhoe/loader or "bobcat" and dump truck to haul away material will be needed. No equipment will be permitted in the
waters of Lake Lure. Demolished material will be removed immediately. During lake draw -down, the disturbance limit areas
will be marked for the contractor. Demolition and the removal of the existing failing wooden seawall and boardwalk will begin. It
will be removed down to the foundation, including all existing posts. Excavation will be needed to prep for the new seawall
footings. Footings will be formed and the concrete poured. The new 12" seawall will then be formed and poured. Backfill will
be needed before forming and pouring the new 5' concrete sidewalk/walkway. Disturbed areas that are not existing beach/sand
will be backfilled, stabilized, and seeded after installation of new seawall. Since the area near the repaired seawall is a
swimming area for the campers, permanent sandbags will be placed in lieu of riprap at the new seawall. At the water slide area,
the installation of new posts for the new wooden walk will take place before placing non -woven filter fabric in area of riprap.
Riprap will be placed on the fabric area and the wooden walk will be built.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes ❑ No ® Unknown
project (including all prior phases) in the past.
Comments:
4b.
If the Corps made the jurisdictional determination, what type of
El Preliminary El Final
determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 4 of 12

5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
Page 5 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams - tributaries ❑ Buffers
® Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g•
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑T
❑ PER
ElCorps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 6 of 12

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ®P ❑ T
Lake Lure
Seawall Repair
lake
768 sq. ft.
02 ® P ❑ T
Lake Lure
Riprap Replacing Seawall
lake
295 sq. ft.
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
B1 ❑P❑T
❑Yes
❑ No
B2 ❑P❑T
❑Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed project replaces existing failing wooden seawall with 2 sections of concrete seawall and a section of riprap.
This would be expected to have zero, or reversed impact on the lake system. Construction activities will be limited to
daylight hours. All work will be performed "In the dry", reclamation work below normal level will be performed during
scheduled lake drawdown.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction techniques taken to avoid or minimize the proposed impacts include limiting the area of disturbance and
using more compact equipment when possible, and working during the lake draw -down period.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
El Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 9 of 12

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
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.
N/A
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
https://fws.maps.arcgis.com/home/webmap/viewer.html?webmap=9d8de5e265ad4feO9893ct75b8dbtb77
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
® Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Lake Lure is classified as Tr according to NC Surface Water Classifications
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
https:Hsavinp,places.org/national-treasures#.XYEYCyhKg2y
https:Harchaeology.ncdcr.gov/about/archaeological-sites
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: A Town of Lake Lure Floodplain Development Permit has
been/will be filed with the Town of Lake Lure Floodplain Administrator.
8c. What source(s) did you use to make the floodplain determination? NC Flood Maps
Applicant/Agent's Printed Name
Applicant/Agent's Signature
ate
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 12 of 12

Camp Lurecrest Ministries, Inc. Shoreline Stabilization
Existing Seawall and Boardwalk on Lake Lure Shoreline
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9/16/2019
Geo -pin
0642920429
Parcel ID
54780
Acreage
54.58
Deed Page
528
Index Type
REL
Property Address
124 LAKE RD
Special Tax Districts
F17 TWN LL MUNI FIRE
Owner Mailing City
CHARLOTTE
Land Tax Value
4993000
Revenue Stamp
Subdivision
BLDGS OFF HWY 74
ConnectGIS Feature Report
City
Deed Date
LAKE LURE
7/23/1992 12:00:00 AM
Township
Land Class
Chimney Rock
EXEMPT VALUE
Zoning
Deed Book
LAKE
S96
Map Book
MapPage
Map Block Lot Parcel Number
550 11 1648820
Neighborhood Fire District
L30B
Owner Name Owner Mailing Address
CAMP LURECREST MINISTRIES INC 10800 SIKES PL STE 310
Owner Mailing State
NC
Building Tax Value
1481600
Structure Size
8126
Sale Price
Owner Mailing Zip
28277
Total Assessed Value
6474600
Under Assmt Flag
N
OBJECTID 1
49454
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?cision making. Parcel data was prepared for the visual representation of real property found within Rutherford County, and is not necessarily accurate by surveyi
andards. If absolute accuracy and detail is required, the deeds, plats and other related records on file should be consulted. Parcel ownership lines are for taxing purpos
ily and are not intended for conveyance. This data has been developed using public funds. It is therefore in the public domain. Users agree that they will not sell this da
?ither will they sell or share their access to this data. As a condition of providing access to electronic GIS data, Rutherford County reserves the right to require that the w
https://rtAtelordcotilyconnectgis.conYDmioadFile.ashx?i= pgs_map2438d90af6el413e9O9baO4de5Obdff7xhtm&t=prinbd 212

35o 258"N
35° 254" N
3 Soil Map—Rutherford County, North Carolina 3
a (Camp Lurecrest)
m m
391490 391500 391510 381520 391530 391540 391550 391560
3
Map Scale: 1:683 if prktod on A portrat (8.5" x 11") sheet.
Meters
N o to 20 40 50
Feet
0 30 60 120 180
Map projection: Web Mercator Corner coordinates: WG584 Edge tics: UTM Zone 17N WGS84
usDA Natural Resources Web Soil Survey
aiiiiiiiiiii Conservation Service National Cooperative Soil Survey
391570 391580 391590
3
m
9/16/2019
Page 1 of 3
35° 258"N
350 25 4' N

Soil Map—Rutherford County, North Carolina
(Camp Lurecrest)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Spoil Area
The soil surveys that comprise your AOI were mapped at
Area of Interest (AOI)
Q
Stony Spot
1:24,000.
Soils
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
_
Soil Map Unit Polygons
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
...,.
Soil Map Una Lines
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
Soil Map Unit Points
contrasting soils that could have been shown at a more detailed
Special
Point Features
•
Special Line Features
scale.
u
Blowout
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
®
Borrow Pit
measurements.
Transportation
X
Clay Spot
Rails
Source of Map: Natural Resources Conservation Service
�.
Closed Depression
Web Soil Survey URL:
,.,,.
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
Gravel Pa
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot
projection, which preserves direction and shape but distorts
Major Roads
distance and area. A projection that preserves area, such as the
®
Landfill
Local Roads
Albers equal-area conic projection, should be used if more
Lava Lava Flow
accurate calculations of distance or area are required.
A.
41L
Marsh or swamp
®
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version dates) listed below.
lai
Mine or Quarry
Soil Survey Area: Rutherford County, North Carolina
0
Miscellaneous Water
Survey Area Data: Version 19, Sep 10, 2018
®
Perennial Water
Soil map units are labeled (as space allows) for map scales
Rock Outcrop
1:50,000 or larger.
Saline Spot
Date(s) aerial images were photographed: Apr 23, 2014—Oct
18, 2017
•
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
®
Sinkhole
shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
UStM Natural Resources Web Soil Survey 9/1612019
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Rutherford County, North Carolina
Map Unit Legend
Camp Lurecrest
Map Unit Symbol I Map Unit Name Acres in AOI I Percent of AOI
EvD Evard-Cowee complex, 1.8 73.9%
escarpment, 15 to 30
percent slopes, stony
W Water 0.6 26.1%
Totals for Area of Interest 2.5 100.0%
USDA Natural Resources Web Soil Survey 9/16/2019
a" Conservation Service National Cooperative Soil Survey Page 3 of 3

National Flood Hazard Layer FI RMette FEMA
i,
0 250 500 1,000 1,500 2,000
Legend
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A. V. A99
SPECIAL FLOOD With BFE or Depth zone AE. AO. AN, VE, AR
HAZARD AREAS Regulatory Floodway,
0.2% Annual Chance Flood Hazard, Area
of 1% annual chance flood with average
depth less than one foot or with drainag,
areas of less than one square mile
"� Future Conditions 1% Annual
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FLOOD HAZARD Area with Flood Risk due to Levee. -, D
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OTHER AREAS Area of Undetermined Flood Hazard
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OTHER _ Profile Baseline
FEATURES Hydrographic Feature
Digital Data Available N
No Digital Data Available
MAP PANELS Unmapped
G The pin displayed on the map Is an approximate
point selected by the user and does not represe
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information Is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 9/19/2019 at 2:47:53 PM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective Information may change or
become superseded by new data over time.
This map Image is void If the one or more of the following map
elements do not appear. basemap Imagery, flood zone labels,
legend, scale bar, map creation date, community Identifiers,
FIRM panel number, and FIRM effective date. Map Images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.

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CAMP LURECREST
Legend
1 I Panels
0 Politic al Areas
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i Cross Sections
—T -r -T-= Levee
Flood Hazard Areas
� AE
Floodway (AE)
0.2 % Chance Annual Flood Hazard
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North Carolina Floodplain Mapping Program

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
ENVIRONMENTAL QUALITY FORM: SSGP 02-2017
Shoreline Stabilization Application Form
Three copies of the application (including attachments) and the application fee should be sent to:
If sending via US Postal Service If sending via delivery service (UPS, FedEx, etc.)
Karen Higgins Karen Higgins
DWR — 401 & Buffer Permitting Branch DWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699-1617 Raleigh, NC 27604
A. Applicant Information [15A NCAC 02H .0502(a)]
1. Owner Information
Name: Camp Lurecrest Ministries, Inc.
Mailing Address: 10800 Sikes Place, Suite 310
Charlotte. NC 28277
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter must be attached if the Agent has
signed this application form. (A form can be downloaded here:
htto://www.saw.usace.armv.miI/Portals/59/docs/reRulatory/reedocs/Permits/SAMPLE AGENT AUTHORIZ
ATION FORM.pdf)
Name: David W. Odom, P.E.
Company Affiliation: Odom Engineering, PLLC
Mailing Address: 169 Oak Street
Forest City, NC 28043
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
B. Project Information [15A NCAC 02H .0502(a) & (b)]
1. Attach a vicinity map (i.e. street map) clearly showing the location of the property with
respect to local landmarks such as towns, rivers, and roads.
2. Provide a detailed site plan showing property boundaries and proposed locations of
vegetation clearing, buildings, retaining walls, docks, impervious surfaces, rip rap, excavation
or dredging below Full Pond/ Normal Water Level elevations, and construction access
corridors. You may use the diagram provided at the end of this application form.
FORM: SSGP 02-2017 Page 1 of 3

3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of
some sort- a yard stick, shovel handle, etc.)
4. Location of the property (where work is to be conducted)
County: Rutherford Nearest Town: Lake Lure
Lake/ river/ ocean adjacent to property: Lake Lure
Property size (acres): 54.58 Acres
Subdivision name or site address (include phase/lot number): 207 Charlotte Drive
Lake Lure. NC 28746
Directions to site - please include road names and numbers, landmarks, etc.:
Latitude (in decimal degrees) 35.4184889
Longitude (decimal degrees) -082.19472
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Camp
6. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): The proposed project is to repair and replace the existing failing
wooden seawall.
7. Will work be conducted from land? ® From water? ❑
8. Total amount of impacts below the normal pool lake level / Normal Water Level
Permanent impacts (including all excavation, backfill, rip rap, retaining walls, etc.) in square feet:
1063 square feet (riprap and sandbagging beyond existing wall)
Temporary impacts in square feet:
N/A
9. Total amount of impacts above the normal pool lake level / Normal Water Level and 50 feet
land -ward
Permanent impacts (including back fill, excavation, rip rap, retaining walls, etc.) in square feet:
593 square feet (walkway/concrete walk) replacement of existing.
Temporary impacts (temporary clearing, construction corridor) in square feet:
N/A
10. Please describe the vegetation above the normal pool lake level/ Normal Water Level and 50
feet landward to be impacted (number of trees, for instance): Part is existing beach, part is
small less than 5 inch diameter scrub trees.
11. Signature
�D
Owner/Agent's Signature* [15A NCAC 02H .0502(f)1 ate
`Agent's signature is valid only if an authorization letter from the owner is provided.
FORM: SSGP 02-2017 Page 2 of 4

Odom
Engineer lllg PLIC
October 03, 2019
Stan Aiken
Regional Engineer, Land Quality Section
Division of Energy, Mineral, and Land Resources
2090 U.S. 70 Highway
Swannanoa, NC 28778-8211
Re: Trout Buffer Variance Application
Project: Camp Lurecrest Ministries, Inc. Shoreline Stabilization
Address: 207 Charlotte Drive
Lake Lure, NC 28746
Dear Mr. Aiken:
169 Oak Stieet . Forest City, NC 280,13
office 828. 2.17.1,195 . fax [phone],198
Odom Engineering, PLLC is pleased to submit this Trout Buffer Variance Request, on behalf of our client,
Camp Lurecrest Ministries, Inc., for shoreline stabilization at 207 Charlotte Drive, Lake Lure, NC. We
believe that this project may be authorized under Regional General Permit 198200030 (RGP-30), pending
verification from USACE.
We have also enclosed a copy of our PCN application and a large format working copy of the project
drawings for your use.
Stan, this is one of the projects that was scheduled for work during the Winter 2020-2021 Lake Lure
drawdown. The drawdown has been rescheduled for this winter to allow Lake Lure to make mandated
repairs to its sewer system. We have several clients now rushing to try to get permits in place for this
advanced schedule. We appreciate anything you can do to expedite this application.
Please contact Jill Graudszus, [e-mail], 828-247-4495 ext. 5 voice with any questions,
comments, or requests for further information.
Please advise if additional information, additional copies, or other format (including digital) submissions
are needed to process this application.
Thank You and Kind Regards.
Sincerely,
t --
David Odom, P.E.
ODOM ENGINEERING, PLLC
169 Oak St., Forest City,
North Carolina, 28043
http://www. odomengineerinq. com
au
on
a

a
Water Resources
Environmental Quality
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02H .0506(b)(4) Water Quality Certification,
Notification of Work in Trout Watersheds
FORM: TroutWS 11-2017
Notification of Work in Trout Watersheds Form
A.
Applicant Information
1.
Processing
1a.
Specify Nationwide Permit (NWP) number: or General Permit (GP) number: RGP-30
1 b.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1 c.
Does the project meet all the Conditions of the applicable Water Quality
Certification
® Yes ❑ No
Please note that your project may be subject to the Sediment and Erosion Control Program and/or Trout Buffers
implemented by the Division of Energy, Mineral, and Land Resources. Find more info at:
https://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control
2.
Project Information
2a.
Name of project:
Camp Lurecrest Ministries, Inc. Shoreline Stabilization
2b.
County:
Rutherford
2c.
Nearest municipality / town:
Lake Lure
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Camp Lurecrest Ministries, Inc., a North Carolina Corporation
3b.
Responsible Party (for LLC if
applicable):
Kris Decker, Executive Director
3c.
Street address:
10800 Sikes Place, Suite 310
3d.
City, state, zip:
Charlotte, NC 28277
3e.
Telephone no.:
[phone]
3f.
Email address:
[e-mail]
4.
Agent/Consultant Information (if applicable)
4a.
Name:
David W. Odom, P.E.
4b.
Business name
(if applicable):
Odom Engineering, PLLC
4c.
Telephone no.:
[phone]
4d. Email address:
[e-mail]
B.
Project Information
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1648820
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.4184889 Longitude: - 082.1947278
(DD.DDDDDD) (-DD.DDDDDD)

2. Project Description
2a. Explain the purpose of the proposed project (continue on back):
The purpose of the proposed project is to repair and replace the existing failing wooden seawall and lakeside boardwalk
with 85 LF of 12" concrete seawall with shoreside concrete walk, 107 LF of 12" concrete seawall without a concrete walk,
and 35 LF of riprap.
2b. Describe the overall project in detail, including the type of equipment to be used:
The proposed project is to repair and replace the existing failing wooden seawall, upgrading it to a 12" concrete seawall or riprap
in the same and/or general location. All work will be performed "in the dry" during lake draw -down. Equipment such as small
backhoe/loader or "bobcat" and dump truck to haul away material will be needed. No equipment will be permitted in the waters of
Lake Lure. Demolished material will be removed immediately. During lake draw -down, the disturbance limit areas will be marked
for the contractor. Demolition and the removal of the existing failing wooden seawall and boardwalk will begin. It will be removed
down to the foundation, including all existing posts. Excavation will be needed to prep for the new seawall footings. Footings will
be formed and the concrete poured. The new 12" seawall will then be formed and poured. Backfill will be needed before forming
and pouring the new 5' concrete sidewalk/walkway. Disturbed areas that are not existing beach/sand will be backfilled, stabilized,
and seeded after installation of new seawall. Since the area near the repaired seawall is a swimming area for the campers,
permanent sandbags will be placed in lieu of riprap at the new seawall. At the water slide area, the installation of new posts for the
new wooden walk will take place before placing non -woven filter fabric in area of riprap. Riprap will be placed on the fabric area
and the wooden walk will be built.
C. Stream Impacts: Please list all proposed impacts to the stream
1 a. Stream Name:
1 b.
Type of impact
Average stream
Impact length
width (linear feet)
(linear feet)
❑ Bank Stabilization - Sloping and Revegetating
® Bank Stabilization - Sloping and Riprap/Armoring (Repair/Replace)
N/A (lake shore)
35 LF
® Bank Stabilization - Gabion Baskets / Retaining Wall (Repair/Replace)
N/A (lake shore)
192 LF
❑ Culvert Installation
Culvert Diameter:
❑ Temporary Impacts for required dewatering activities
❑ Other (describe):
1c. Comments:
Owner/Agent's Printed Name
Date
Owner/Agent's Signature
(Agent's signature is valid only if an authorization letter from the owner is
provided.)

For non -transportation projects send one (1) copy of the completed application to DWR:
If sending via US Postal Service:
NC DWR - 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service (UPS, FedEx, etc.):
NC DWR - 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
For transportation projects send one (1) copy of the completed application to DWR:
If sending via US Postal Service:
DWR - Transportation Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service (UPS, FedEx, etc.):
DWR - Transportation Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604

A.
SHORELINE STABILIZATION PLANS FOR
CAMP LURECRE5T MINISTRIES,
TOWN OF LAKE LURE
PROPERTY ADDRESS:
207 CHARLOTTE DRIVE
LAKE LURE, NC 28746
CONTACT INFORMATION:
ODOM ENGINEERING, PLLC
ATTN: DAVID ODOM, PE, LAR155A COLES, PE or SCOTT ROACH, EIT
I G9 OAK ST, FOREST CITY, NC 28043
828-247-4495
RUTHERFORD COUNTY, N.C.
INC.
CORPORATE ADDRESS:
10600 SIKES PLACE, SUITE 3 10
CHARLOTTE, NC 28277
TEL. [phone]
LEGEND
UTILITY/STRUCTURE
EASTING
PROPOSED
OVERHEAD ELECTRICAL
XOHE
OHE
UNDERGROUND ELECTRICAL
KUGE
UGE
NATURAL GAS
KG
G
OVERHEAD TELEPHONE
XOHT
OHT
FIBER OPTIC
—XFO
FO
SANITARY SEWER
Ks
SS
WATER
"
W
FORCEMAIN
RFM
FM
CULVERT
=_________
FIRE HYDRANT
GATE VALVE
D4
►t
SEWER MANHOLE
O
POWER POLE
P
PROPERTY LINE
PRIOR TO LAND DISTURBING ACTIVITY IS
MAJOR CONTOURS
TO BECIN.
MINOR CONTOURS
RIPRAP
3. CONTRACTOR IS TO DO SELF -INSPECTIONS
FLOOD HAZARD
PER '15A NCAC 048 .0131 SELF
FE
DISTURBED LIMITS
DL
oeNUMeER.
VICINITY MAP
NTS 19135
LAKE Y
LURE
F
PROJECT
517E
LAKE
LURE t
UI
-I
GENERAL NOTES:
o
K
1. A MANDATORY PRE -CONSTRUCTION
u
MEETING SHALL OCCUR BEFORE ANY
w
CONSTRUCTION BEGINS. A REPRESENTATIVE
FROM THE CONTRACTOR'S OFFICE, ODOM
ENGINEERING, AND NCOEO ARO
(828-296-4500).
2. CONTRACTOR TO CALL NCDEO ARO
(828-296-4500) AT LEAST 48 HOURS
PRIOR TO LAND DISTURBING ACTIVITY IS
TO BECIN.
3. CONTRACTOR IS TO DO SELF -INSPECTIONS
PER '15A NCAC 048 .0131 SELF
INSPECTIONS'. SEE DETAIL SHEET.
4. GRADED SLOPES AND FILLS SHALL BE
PROTECTED WITH A ROLLED EROSION
1HEREB1 CE -1 -AT Tl
CONTROL PRODUCT IF COMPLETED OUTSIDE
THE OPTIMUM GERMINATION SEASONS,
PUN AND SPECIFICATION
WHEN UNFAVORABLE WEATHER CONDITION$
WAS PREPARED BY ME OR
UNDER MY DIRECT
PREVENT ESTABLISHMENT OF VEGETATIVE
SUPERVISION AND THAT IA
COVER.
A DULY REGISTERED
ARCNTECTORENGINEER
5. CONTRACTOR TO CONTACT ENGINEER
TATE -CAROLINA
CAROLINA
IMMEDIATELY UPON DISCOVERING ANY
AS SIGNFIED BY MY HAND
DISCREPANCIES IN THE FIELD NOT SHOWN
AND SEAL.
ON PLANS.NM
6. ANY ACTIONS OR COST INCREASE ABOVE
AND BEYOND CONTRACT MATH
fp%':`�yy
`l •s
OWNER/DEVELOPER SHALL BE APPROVED
_ S
BY ENGINEER. ANY ADDITIONAL WORK OR
2 1
•,
COST INCREASE COMPLETED BY
CONTRACTOR WITHOUT SAID WRITTEN
G TNEhR' ��;:
•., 7`'. DO
•••.,,,,8
APPROVAL FROM ENGINEER, SHALL
BECOME CONTRACTORS FINANCIAL
X99
r�
RESPONSIBILITY AND NOT THE
OWNER/DEVELOPER.
5HEET INDEX
TITLE
COVER I
EXI5TING CONOITION5 ! DEMOLITION 2
OVERALL PLAN5 3
WALKWAY DETAIL 4
5CALE: I' = 10'
DATE: 09/26/ 19
DRAWN e". MJG
CIECFED E,. DWO
110JECf MGP. DIA C,
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1 01`4 A

WATER5 OF
LAKE LURE
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t I DB 59Q528
PARCEL NO. 1648820
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DB 5961528
PARCEL NO. 1648820
.4, MAP 550 BLK 1 LOT I
JOB NUMBER:
15135
IEREBY CERTIFY TINT TH
PUN AND SPECIFICATION
WAS PREPARED BY W OR
A ILLY REGISTERED
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UNDER TIE
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CHECKED BY:: DWO
PROJECT MGR: DVVO
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TO 993'
SIDEWALK/WALKWAY e.E sms
Wi DTN VARIES
OTO -1 l -v= acro Al—
sDEWALK/WALIIWAV
12•
gym'
WIDTH VARIES
CONC.
TOW 993' OTT'
3'4P TO TO 5'4P
WALL
TOW 99z• TO 9931
35 LF OF NEW SHORELINE (WATER 5LIDE/RIPRAP AREA)
BEACN/SANp
;q
pQSTINGGRADE
x
SANDBAG
5@Ir
Ir
RS OF
[DNC.
#4 @ 12-h
WALL�
CAMP LUREMINISTRIES, INC.
DB 5T MINI
DB 59
TOW 990.66' CONTOUR
N m
NOTE: WALL WAS DESIGNED FOR AN
H TU -M
PARCEL I
/
WATERLINE 990'CONTOVR
=
WATERLINE 9W'CONTOUR
M
ST -'
ENGINEER SHALL VERIFVALLOWABLE
GEARING PRESSURE PRIOR TO WALL
W
LL
#40-
46 A15@l2•
CONSTRUCTION
q
Ir
RETAINING WALL WITH STAIRS DETAIL
#4 @
12'
SANDBAG
2'-0'
3
3#4
1 -6
NOTE: WALL WAS DESIGNED POR AN
IAYE P'=
ALLOWABLE SOIL BEARING PRESSURE
OF 2.000 PSF. GEOTECHNICAL
@ 12'
'
ENGINE#5
BEARIN6E PRESSURE PRIOR TO WALL ALLOWABLE SHALL VERIFY
3#SCONT.
4'-0• `
CONSTRIKTIOJ.
A
RETAINING WALL WITH SIDEWALK DETAIL
'��•'-' #5@ 12•
•'
TO 993'
SIDEWALK/WALKWAY e.E sms
Wi DTN VARIES
OTO -1 l -v= acro Al—
Ir
-
gym'
CONC,
3tS@12" 1 0° 'I mwmrt
TOW 993' OTT'
WALL
#I@ Ir
/
35 LF OF NEW SHORELINE (WATER 5LIDE/RIPRAP AREA)
z•
12P
;q
pQSTINGGRADE
x
SANDBAG
Aq a Ir
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,� i
S '.
21 _
RS OF
1
I
CAMP LUREMINISTRIES, INC.
DB 5T MINI
DB 59
y
N m
NOTE: WALL WAS DESIGNED FOR AN
H TU -M
PARCEL I
/
WATERLINE 990'CONTOVR
=
PROPOSED
DISTURBED LIMITS:
221 O 50. FT.
ST -'
ENGINEER SHALL VERIFVALLOWABLE
GEARING PRESSURE PRIOR TO WALL
W
LL
MAP SSO BILK i LOT
0 B I LOT I
CONSTRUCTION
RETAINING WALL WITH STAIRS DETAIL
#4 @
12'
1
SANDBAG
1 -6
2 -6 —�F
NOTE: WALL WAS DESIGNED FOR AN
ALLOWABLE SM BEARING PRESSURE
5213'LG ✓'�'
••
OF 2,000 PSF. 6EOTECT9•ICAL
'��•'-' #5@ 12•
•'
ENGINEER SHALL VERIFY ALLOWABLE
BEARING PRESSURE PRIOR TO WALL
3 #5 CONT.
5'{F
CONSTRUCTION.
B
RETAINING WALL DETAIL
5
x�lr,o
TO 993'
SIDEWALK/WALKWAY e.E sms
Wi DTN VARIES
OTO -1 l -v= acro Al—
�C1 5HOREDNE RECLAIMATION DETAIL
5 (NOT TO 5CALE)
i
I
I
I
W
MEET EXISTING
RETAINING WALL
O
B%Ywl �W 1 OP05ED CONCRETE
PAD FOR ROPE SWING
JOB NUMBER:
19135
TOW 990.6' CONTOUR
-
gym'
WATERLINE 0'CONTOUR
99
3tS@12" 1 0° 'I mwmrt
u
UNDE HEORENGINEER
OFTHE
STATE NORTH
'TAM
#I@ Ir
/
35 LF OF NEW SHORELINE (WATER 5LIDE/RIPRAP AREA)
z•
12P
;q
/
WATE
/
x
SANDBAG
\
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,� i
S '.
21 _
RS OF
1
I
CAMP LUREMINISTRIES, INC.
DB 5T MINI
DB 59
y
N m
NOTE: WALL WAS DESIGNED FOR AN
H TU -M
PARCEL I
/
ALLOWABLE SOXL BEARING PRESSURE
OF 2,000P5F. GEOTECHNICAL
PROPOSED
DISTURBED LIMITS:
221 O 50. FT.
ST -'
ENGINEER SHALL VERIFVALLOWABLE
GEARING PRESSURE PRIOR TO WALL
W
LL
MAP SSO BILK i LOT
0 B I LOT I
CONSTRUCTION
RETAINING WALL WITH STAIRS DETAIL
�C1 5HOREDNE RECLAIMATION DETAIL
5 (NOT TO 5CALE)
i
I
I
I
W
MEET EXISTING
RETAINING WALL
O
B%Ywl �W 1 OP05ED CONCRETE
PAD FOR ROPE SWING
JOB NUMBER:
19135
WATER5 OF
LAKE LURE
-A-4-A.A-
`A 4
WATERS OF
LAKE LURE
EX15TING CONCRETE
5TEP5
/
215 LF OF IX15TING
5HORELINE
\
Tow 990.86 \
BDw 966.00
IXISTING CONCRETE
5TEP5
FX15TING
RIP RAP
\\
/
NOTE:
IXISTING SHORELINE = 2 15 LF
/
NEW SHORELINE = 227 LF
UNDE HEORENGINEER
OFTHE
STATE NORTH
'TAM
85 LF OF NEW 5EAWALL (50UTh AREA)
/
35 LF OF NEW SHORELINE (WATER 5LIDE/RIPRAP AREA)
NI MYAANCAROLINA
A6 SIGNIFIED By MY INNO
AND SEAL.
107 LF OF NEW SEAWALL (NORTHEAST AREA)
/
WATE
/
`'�'� Cq•
LAKE
\
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,� i
S '.
21 _
RS OF
1
I
CAMP LUREMINISTRIES, INC.
DB 5T MINI
DB 59
>
> -
N m
a N
H TU -M
PARCEL I
/
/
PROPOSED
DISTURBED LIMITS:
221 O 50. FT.
(
W
LL
MAP SSO BILK i LOT
0 B I LOT I
PLAN AEPAREGFIOAEOR
-ANA D-0
WA UNDER MYDBVME OR
UNDERIAA DIRECT
SUPERVISION CUS TMTIA
DTHA
A Dur REGI6TEAED
WATER5 OF
LAKE LURE
-A-4-A.A-
`A 4
WATERS OF
LAKE LURE
EX15TING CONCRETE
5TEP5
/
215 LF OF IX15TING
5HORELINE
\
Tow 990.86 \
BDw 966.00
IXISTING CONCRETE
5TEP5
FX15TING
RIP RAP
\\
NOTE:
IXISTING SHORELINE = 2 15 LF
/
NEW SHORELINE = 227 LF
UNDE HEORENGINEER
OFTHE
STATE NORTH
'TAM
85 LF OF NEW 5EAWALL (50UTh AREA)
/
35 LF OF NEW SHORELINE (WATER 5LIDE/RIPRAP AREA)
NI MYAANCAROLINA
A6 SIGNIFIED By MY INNO
AND SEAL.
107 LF OF NEW SEAWALL (NORTHEAST AREA)
/
WATE
/
`'�'� Cq•
LAKE
WATER5 OF
LAKE LURE
-A-4-A.A-
`A 4
WATERS OF
LAKE LURE
EX15TING CONCRETE
5TEP5
/
215 LF OF IX15TING
5HORELINE
\
Tow 990.86 \
BDw 966.00
IXISTING CONCRETE
5TEP5
FX15TING
RIP RAP
\\
`
UNDE HEORENGINEER
OFTHE
STATE NORTH
'TAM
O �
\
NI MYAANCAROLINA
A6 SIGNIFIED By MY INNO
AND SEAL.
PROPOSED 12'CONCRETE
RETAINING WALL TOW 90.00
`'�'� Cq•
TOW: 9Be.00
107 LP (NORTHEAST AREA) AREA) )O
\
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21 _
RS OF
LURE
0
44
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BpM 9e6.'A \ z
SHORELINE 0
OF LAKE LURE 4 �" W z
(990' CONTOUR) \\ \ gn R/
TDw 99100 g z
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4 ��\ \ z o
PROPOSED 12' CONCRETE RETAINING WALL O z0 J
TOW - 5URFACE OF WALKWAY: 990.6G' PROP05ED RIP RAP
85 LF (SOUTH AREA) 35 U MATER
5LIDEIRIPRAP AREA) \ Q
~^
PROPOSED
T 4' TO 5' WIDTH H -7
0 row 90.66 WOOD WALK OC W
\ eow 9ez5D >
10 70 >0 v
t9ee.w 3:1- I 3Ij 3 O
T 4
TO_� TUNNf[ �
Lhft -4 O J 5
SOL SIDS, _ B� /
A(KgY "WgRy1{7, ` IS
5A, _ < ` o / FE U
o� FE
Is
N �s
PROPOSED 1 2' CON WALL WALL O rr i
BACK RETAINING / „f
Tow: 992.a U - 993.a � � �
W wsu�
fF' /
1
/ DATE: 09/26/ 19
/�• UMP WR[IN
5T MINISTRIES. C. pRAN-11® BY: MUG
DID
OB 596/528
PARCEL NO. 1648820 CHECKED BY: DWO
MAP 550 BLK I LOT I
/ PROJECT MGR: DM'O
5HEET:
GRAPTIICSCAl,F I wrN = NI FEFT 3 OF 4 A

B
ASTERN TIDIES
I. ALL 'MOOD SHALL BE PREMIRE TREATED.
2 ALL COUJIMNS SHALL BE 6X6. TO BE DRIVEH TO RESIDUAL SOL
1 AL1 --__-
4. ALL
N0`1
fIEID VERIfY ER f(M M'.NIMLYA
aeewwcT Aeove E ISIAG aDE
3
ELEVATION A RRNM6 REOURE' ONLY ARE NEAT
FROM WALK SURFACE TO ADJACENT
SCALE: 1/2'-1'-0' ESDMD LEVEL EXCEEDS W.
I'-0" 3'-9 1/4" 4'-G" 4'-6" 4'-G" 4'-6" 4'-G" 4'-6" 4'-G" 4'-6" 3-9 1/4" I' -O
ERIE OF i�(6 P.T.
CAP PAIL ABOVE
I
,
10"
4't42
2X6 P.T. CAP RAIL
4%4 P.T. POSTS 4%4 P.T. POSTS
1
J
2X4 P.T. TOP RML
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',\
LII,
4X4 P.T. POST
B
1vu1
6x6 P.T. COLUMN OMVEN
2X1P.T.
1
1
1
TO RESIDUAL SOIL
O 1 66 O.C.
__________ ___________
- - 11
\,,
___________________
1
1 1-----------
2X10 P.T.
p
J
,
11
JQ
CROSS -BRACING
1
B
NOTE: FLEW VERIFY FOR MINIMUM I
U
O
1
1 FFL TO CLEARWAIIR -IDE.
o
1
1
1 3/4" P.T. DELIAING
Z
11
2-[.12 P.T.
\
2-2X12 P.T.
,
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,
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11
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_
_
-
_ -2-2X12
P.T.
2-2X12 P.T.
2-2XIZP.T_
I
2-2X12 P.T.
P.T.
_ __
,
_ _
CROSS -BRACING
111
CROSS -BRACING
B
CROSS -BRA INC
P.T. t�uAIR DRIVEN
To
�X 16 PO. C.
11
11
UNE OF EXISTING WATER SLIDE 1
BELOW MOODEN WALKWAY
1
FOUNDATION
PLAN
1
1
SCALE:
1/2"=1'-O"
2X4 P.T. LOWER RAIL
2-2%12 P.T.
u1/Y
1 GALVANIZED TIRI
BOLT W/ WA94M ! MIS
6x6COLUMN
\-2X4
1X1 P.T. COLUMN
W
EXISTING WATER -TOE
U
TUNNEL
2X12 P.T.
2x4 P.T. LOWER RAIL\—,Ir
r GALVANIiMNU\-3/4-
ZED
P.T. DECKMG
2X12 P.T.
T.
P.LOWER RAIL
BOLT W/ WAMM t MIR
F
to
6%6 P.T. COLUMN
6%6 P.T. COLUMN
6X6 P.T. COLUMN
DRIVEN TO RESDUAL
DRIVEN TO RESOUAL
DRIVEN TO RESIDUAL
Z
SOIL
SOL
SOIL
A WATER LEVEL
_Alt
n
3
ELEVATION A RRNM6 REOURE' ONLY ARE NEAT
FROM WALK SURFACE TO ADJACENT
SCALE: 1/2'-1'-0' ESDMD LEVEL EXCEEDS W.
I'-0" 3'-9 1/4" 4'-G" 4'-6" 4'-G" 4'-6" 4'-G" 4'-6" 4'-G" 4'-6" 3-9 1/4" I' -O
ERIE OF i�(6 P.T.
CAP PAIL ABOVE
I
,
1
\
6'-6"
2X4 P.T. TOP 6: BOT. RAIL
1
J
G' -G"
r/ 2X2 BALUSTER O S' O.C.
',\
LII,
B
1vu1
6x6 P.T. COLUMN OMVEN
2X1P.T.
1
1
1
TO RESIDUAL SOIL
O 1 66 O.C.
__________ ___________
- - 11
\,,
___________________
1
1 1-----------
2X10 P.T.
p
J
,
11
JQ
CROSS -BRACING
1
B
NOTE: FLEW VERIFY FOR MINIMUM I
U
O
1
1 FFL TO CLEARWAIIR -IDE.
o
1
1
1 3/4" P.T. DELIAING
Z
11
2-[.12 P.T.
\
2-2X12 P.T.
,
2-2X12 P.T//2-f.12O
1,1
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1
I
\
CAP RAIL ABOVE
,
LINE OF EXISTMG WATER SLIDE
,
xl
NI N NI
BELOW WOODEN WALKWAY 11
11
PLAN SHOWING
RAILING
'1,
SCALE: 1/2' -r -O'
l l � l
II'I I
I i
t t'1� I
I
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PROPOSED
MPRAP
SOL
UNE OF 2X6 P.T
CAP RNl AROYEl I SECTION B B
/////-2.X/42
4 T. TOP T ROT. RAIL 4
/ Z 2 BALUSTER O S' O.C.
4X4 P.T. POST
SCALE: 1/2'1'-0'
6s8 PT WOOD POST
STAINLESS
STiF,L CARRIAGE BOLTS
71
(B BOLTS TOTAL
XX AT EACH SPLICE)
I I I I
4X4 P.T. POST
2X4 P.T. TOP k BOT. RAIL
./ 2X2 BALUSTER O S" O.C.
CAP RML ABOVE
SPLICE DETAIL
0-3 3/4"
6'-6"
6'-6"
G'-6"
G' -G"
6x6 P.T. COLUMN OMVEN
2X1P.T.
1
1
1
TO RESIDUAL SOIL
O 1 66 O.C.
,
1
2X10 P.T.
p
,
16" O.C.
CROSS -BRACING
B
1`
1
CROSS -BRACING
1
_
�— 2-2X12 P.T._
2-[.12 P.T.
2-2X12 P.T.
,
2-2X12 P.T//2-f.12O
P.T.
1
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1
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P.T.
2-2X12 P.T.
2-2XIZP.T_
I
2-2X12 P.T.
P.T.
_ __
,
_ _
CROSS -BRACING
111
CROSS -BRACING
B
CROSS -BRA INC
P.T. t�uAIR DRIVEN
To
�X 16 PO. C.
11
11
UNE OF EXISTING WATER SLIDE 1
BELOW MOODEN WALKWAY
1
FOUNDATION
PLAN
1
1
SCALE:
1/2"=1'-O"
0-3 3/4"
I I
C
ROSS BRACING
CROSS -BRACING _
2-2X12 P.T. 2-2X12 P.T.
Ix I L I I xlllx I L I I xll
N
jll I L I I Ijl I L I I Ij
_ 2-2X12 P.T.__ - -72XlO
P.T.P.T.
O I6' O.C.
SCALE: 1':1'-0"
JOB NUMBER:
19135
ANANDSPEGFl MN
AS PREPARED BY ME OR
4 R MY DIRECT
1PERVISION AND TINT I AM
DULY REGISTERED
"TECT OR ENGINEER
,DER TIE LAYS OF THE
FATE - NORTH CAROU-
i SIGNFIED BY MY HAND
CROSS -BRACE DETAIL
NOT TO SCALE
5CALE'. 1/2'= 1'-0'
DATE 0712G,19
DRAWN BY: E513
G`IECIfD B�'. Lnt�
FP.OJECT MGP.. ONO
SnEET..
40f4 A

5HORELINE STABILIZATION PLANS FOR
TOWN OF LAKE LURE
PROPERTY ADDRESS:
207 CHARLOTTE DRIVE
LAKE LURE, NC 2674G
CONTACT I N EORMATION :
ODOM ENGINEERING, PLLC
ATTN : DAVI D ODOM, PE, LAR155A COLE5, PE or COTT ROACH, EIT
169 OAK 5T, EORE5T CITY, NC 28043
828-247-4495
I N 15TRI E5 5 INC
RUTHERfORD COUNTY, N.C.
CORPORATE ADDRESS:
10600 51KE5 PLACE, SUITE 3 10
CHARLOTTE, NC 26277
TEL. [phone]
£ P C E 6 E C
LEGEND
UTILITY STRUCTURE
EXISTING
PROPOSED
OVERHEAD ELECTRICAL
- xLHE --- --
OHE
UNDERGROUND ELECTRICAL
- %UGE -
UGE
NATURAL GAS
- - - =
G
OVERHEAD TELEPHONE
- x;--,H -- - _ -
OH T
FIBER OPTIC
- - --xFG --__ _
FO
SANITARY SEWER
- ---- xs - -
SS
WATER
xw—
W
FORCEMAIN
-- xFM - - _
FM
CULVERT
- - - -- - - -
FIRE HYDRANT
GV
GV
GATE VALVE
m
H
SEWER MANHOLE
C)
O
POWER POLE
PROPERTY LINE
MAJOR CONTOURS
MINOR CONTOURS
- - 75-0 -
750
RIPRAP
O o�
O (QUC7
FLOOD HAZARD
FIE
DISTURBED LIMITS
DL
JOB NUMBER:
19135
>cisz.Fg�
o� O�
GENERAL NOTES: 0 0
1. A MANDATORY PRE -CONSTRUCTION v
MEETING SHALL OCCUR BEFORE ANY �n
Lu
CONSTRUCTION BEGINS. A REPRESENTATIVE
FROM THE CONTRACTOR'S OFFICE, ODOM
ENGINEERING, AND NCDEQ ARO
(828-296-4500).
2. CONTRACTOR TO CALL NCDEQ ARO
(828-296-4500) AT LEAST 48 HOURS
PRIOR TO LAND DISTURBING ACTIVITY IS
TO BEGIN.
3. CONTRACTOR IS TO DO SELF -INSPECTIONS
PER '15A NCAC 04B .0131 SELF
INSPECTIONS'. SEE DETAIL SHEET.
4. GRADED SLOPES AND FILLS SHALL BE Lu
PROTECTED WITH A ROLLED EROSION
CONTROL PRODUCT IF COMPLETED OUTSIDE I HEREBY CERTIFY THAT THIc
THE OPTIMUM GERMINATION SEASONS, PLAN AND SPECIFICATION
WHEN UNFAVORABLE WEATHER CONDITIONS WAS PREPARED BYOR
UNDER MY DIRECTCT
PREVENT ESTABLISHMENT OF VEGETATIVE SUPERVISION AND THAT I AM
COVER. A DULY REGISTERED
ARCHITECT OR ENGINEER
5. CONTRACTOR TO CONTACT ENGINEER UNDER THE LAWS THE
STATE OF NORTH CARTHE
IMMEDIATELY UPON DISCOVERING ANY AS SIGNIFIED BY MY HAND
DISCREPANCIES IN THE FIELD NOT SHOWN AND SEAL.
ON PLANS.
Cq
6. ANY ACTIONS OR COST INCREASE ABOVE
AND BEYOND CONTRACT WITH a12
OWNER/DEVELOPER SHALL BE APPROVEDsBY ENGINEER. ANY ADDITIONAL WORK OR 1
COST INCREASE COMPLETED BYCONTRACTOR WITHOUT SAID WRITTEN"-,,dy 'rNE�,,.�
APPROVAL FROM ENGINEER, SHALL '�•,j'1� Q�
BECOME CONTRACTORS FINANCIAL �I43
RESPONSIBILITY AND NOT THE
OWNER/DEVELOPER.
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5HEET INDEX
TITLE
a
COVER 1
r�
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EXISTING CONDITIONS *DEMOLITION 2
�w
OVERALL PLANS 3
WALKWAY DETAIL 4
bkI;
a
a
^mow
SCALE: I " = 10'
DATE: 0912 G1 19
DRAWN BY: MJG
CHECKED BY: DWO
PROJECT MGK: DWO
SHEET:
OF 4 0

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GENERAL NOTES:
1. ALL WOOD SHALL BE PRESSURE TREATED.
2. ALL COLUMNS SHALL BE 6X6, TO BE DRIVEN TO RESIDUAL SOIL.
3. ALL FRAMING TO BE TREATED 2X1O'S 0 16" O.C_ TYPICAL.
4. ALL
0
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3 ELEVATION A NOTE:
RAILINGS REQUIRED ONLY WHERE HEIGHT
FROM WALK SURFACE TO ADJACENT
SCALE: 1 /2"=1'-0" GROUND LEVEL EXCEEDS 30".
1 '-O" 3'-9 1 /4" 4'—G" 4'-0" 4'—G" 4'—G" 4'—G" 4'—G" 4—G" ' 4'—G" 3'-9 11411
Ile Ilk I
Ile
LINE OF 2�6 P.T. 1 LINE OF 2X6 P.T.
CAP RAIL jABOVE �� CAP RAIL ABOVEI
2X4 P.T. TOP & BOT. RAIL \
w/ 2X2 BALUSTER @ 5" O.C. 2X4 R.T. TOP & BOT. RAIL
w/ 22 BALUSTER @ 5" O.C.
\ 4X4 P.T. POST
I
------------ ---- -----=------------------- - --
--------- ----------------------------------------------------- --- ------------------- -- -- - ------
----------- -------- ----------------------------- -- - ------ ----------------------------------- - --------------------------------------------------------------------------------------------------------------------- -----
z
Q , NOTE: FIELD VERIFY FOR MINIMUM
J ' \ FFL TO CLEAR WATER SLIDE.
� I I
O I , ', 3/4" P.T. DECKING
I
------ ---------__------------_----------- - -------------------------------------------- -- --- -- ----------------- ----------------------------------------------------------------------- ------ ---- - ---
--
---- ---- -------------------
------ ----
'
4X4 P.T. POST B � ` 4X4 P.T. POST
V
2X4 P.T. TOP & BOT. RAIL `' , 2X4 P.T. TOP & BOT. RAIL
BALUSTER @ 5 O.C. w 2X2 BALUSTER
w 2X2 BAL @ 5 O.C.
LINE OF 2X6 P.T.
CAP RAIL ABOVE , \\ CAP RAIL ABOVE
LINE OF EXISTING WATER SLIDE
BELOW WOODEN WALKWAY \\
PLAN SHOWING RAILING
SCALE: 1 /2"=1'—O"
G'-3 3/4" G'—G" G'—G" G'—G" G'—G" G'—Gil G'-3 3/4"
6X6 P.T. COLUMN DRIVEN CROSS -BRACING
TO RESIDUAL SOIL 2X10 P.T.
@ 16 O.C. 2X10 P.T.
CROSS —BRACING i CROSS BRACING CROSS BRACING
�— 2-2X12 P.T.2— X12 P.T. 2-2X12 P.T. --- 2-2X12 P.T. 2— X12 P.T. 2-2X12 P.T. 2-2X12 P.T.
4
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I I I I I IO I I I I I O I l O I ( , ( ( �) I O I I I I O I l O I I I I O I l O I ( I I O I l O I I I I O( O
X X X X X X X X X X X X
N j IN 1 1 1 1 NI IN 1 1 1 1 NI IN 1 1 1 1 N� ICJ�=L =4 L1 1 1 1 NI IN 1 1 1 1 NI IN I 1 I 1 NI li IN 1 1 1 1 NI N
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2-2X12 P.T. 2-2X12 P.T. 2-2X12\ P.T. �_ — 2-2X12 P.T. —_ 2-2X12 P.T. 2-2X12 P.T. - - - 2— X12 P.T.
CROSS —BRACING 1 CROSS —BRACING
6X6 P.T. COLUMN DRIVEN
j
B CROSS -BRA ING r I TO RESIDUAL SOIL
I
2X10 P.T. \ 1\ 2X10 P.T.
16" O.C. \ I \ @ 16" O.C.
LINE OF EXISTING WATER SLIDE \ \
BELOW WOODEN WALKWAY \\ A
FOUNDATION PLAN \
SCALE: 1 /2"=1'-0"
one
JOB NUMBER:
19135
NOTE:
FIELD VERIFY FFL FOR MINIMUM
CLEARANCE ABOVE EXI5TING SLIDE
W
H
Q
2X6 P.T. CAP RAIL
CLEAR 2X4 P.T. TOP RAIL
4X4 P.T. POST }
- -- - m
CH
5'-O" 2X2 P.T. @ 5" O.C.
C9 -
' O
c+7 4X4 P.T. POST 2X4 P.T. LOWER RAIL
m " 3 4P.T. DECKING
/ 2-2X12 P.T.
1/2" 0 GALVANIZED THRU
- -- - - - BOLT W/ WASHERS & NUTS
2X10 P.T. @16" O.C.
6X6 P.T. COLUMN
-- - __ z
Lu----------- EXISTING WATERSLIDE O
U TUNNEL ~
a
Q --
�
O
PROPOSED
RIPRAP
WATER LEVEL
6X6 P.T. COLUMN
DRIVEN TO RESIDUAL
SOIL
SECTION B - B
SCALE: 1 /2"=1'-0"
F WOOD POST
/8"0 STAINLESS
CARRIAGE BOLTS
(8 BOLTS TOTAL
AT EACH SPLICE)
X-X
SPLICE DETAIL
SCALE: 1 "=1'—O"
CROSS -BRACE DETAIL
NOT TO SCALE
W N 1 I'M 1 d Ln 1 c0
w
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
CARp'',
21 =
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aji
SCALE: 1 /2"= I '-0"
DATE: 09/2G/ 19
DRAWN BY: ESB
CHECKED BY: LMC
PROJECT MGK: DWO
SHEET:
4 OF 4 0