20070096 Ver 2_401 Application_20190916

Odom
-- Engineering Pu,c
September 13, 2019
Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: PCN Application
Project: Rumbling Bald Creek Erosion Repair
Address: Rumbling Bald Resort
112 Mountains Blvd.
Lake Lure, NC 28746
Dear Ms. Higgins:
169 Oak Street • Forest City, NC 28043
office 828. 247.4495 • fax [phone]
RECEr M! ;ENR1 /®WR
SEP 16 2019
w,atsr-<c%ources
1�@nnitktng section
Odom Engineering, PLLC is pleased to submit this Pre -Construction Notification (PCN) Form with
attachments for 401 permitting, on behalf of our client, Fairfield Mountains Property Owners Association,
Inc., for streambank stabilization on resort property at Rumbling Bald Resort, Lake Lure, NC.
A check for the application fee ($240.00) is enclosed with this application.
We have also enclosed a large format working copy of the project drawings for your use.
Please contact Pete Dickerson, [e-mail], 828-247-4495 ext. 0 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,
i --
David Odom, P.E.
Attachment: PCN Application with Attachments, Project Drawings
ODOM ENGINEERING, PLLC
169 Oak St., Forest City,
North Carolina, 28043 %
http://www.odomengineering.com

Version 1.4
January 9, 2009
401 & Buffer Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Resources"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
® Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
copies of full size plans along with two copies of 11 X 17 plans)
❑ Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://portal.ncdenr.org/web/Ir/bmp-manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
❑ If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
http://portal.ncdenr.org/web/Ir/bmp-manual).
❑ DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
® The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
® Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1":50' scale is recommended).
® Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non -jurisdictional wetlands,
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
❑ Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10 -yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
❑ Proposed Impacts - All impacts to jurisdictional and non jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1 -foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts:
❑ Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
❑ Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
® Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
❑ The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
❑ For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
❑ Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
❑ Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

O�O� W A
adi
G
> ,
6 N610
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
❑ No
1d. 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
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
I ❑ Yes
® No
2. Project Information
2a. Name of project:
RUMBLING BALD CREEK EROSION REPAIR
2b. County:
RUTHERFORD
2c. Nearest municipality / town:
LAKE LURE
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
FAIRFIELD MOUNTAINS PROPERTY OWNERS ASSOCIATION, INC.
3b. Deed Book and Page No.
607/2; 607/757
3c. Responsible Party (for LLC if
applicable):
JEFF GEISLER, GENERAL MANAGER
3d. Street address:
112 MOUNTAINS BLVD
3e. City, state, zip:
LAKE LURE, NC, 28746
3f. Telephone no.:
828-694-3000
3g. Fax no.:
3h. Email address:
[e-mail]
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: ENGINEER
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
5b. Business name
(if applicable):
ODOM ENGINEERING, PLLC
5c. Street address:
169 OAK ST
5d. City, state, zip:
FOREST CITY, NC 28043
5e. Telephone no.:
828-247-4495
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1621124;1618031;1618042
1 b. Site coordinates (in decimal degrees):
Latitude: 35.461031 Longitude: - 82.192075
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
135.18 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UNNAMED TRIBUTARY TO LAKE LURE
proposed project:
2b. Water Quality Classification of nearest receiving water:
B,Tr
2c. River basin: map is available at
BROAD
hftp://h2o.enr.state.nc.us/admin/maps/
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 site is a portion of Rumbling Bald Resort. General resort uses are residential, recreation, and related resort
operations. The project stream lies mostly within the golf course and mixed recreation areas.
3b. List the total estimated acreage of all existing wetlands on the property:
Approx. 4 acres of lake surface on affected parcels.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approx. 6,400 lineal feet of streams on the affected parcels.
3d. Explain the purpose of the proposed project:
The purpose of the project is to restore and stabilize eroded streambanks of an unnamed tributary to Lake Lure on
Rumbling Bald Resort. The intent of the project is to use natural materials to repair and improve erosion resistance of the
streambanks.
3e. Describe the overall project in detail, including the type of equipment to be used:
All work for the proposed project is to be performed "in the dry". Limits of disturbance and estimated original streambed
and stream banks are to be staked on site prior to beginning work. Sandbag coffers will be set to protect waters from
disturbed material. Streambanks will be restored and armored using the following process: Twelve to forty -eight -inch
nominal sized boulders will be sourced from the stream area and placed at the original toe of the bank. The eroded area
will then be backfilled as necessary to bring grade to within one foot of estimated original grade. Prior to placement of
armoring boulders, disturbed areas are to be stabilized with biodegradable erosion control material (no plastics), or sod,
from top line of toe boulders to top of disturbed area. Rock gabions will be installed in two areas beneath bridges where
erosion is endangering the bridge structure. Seeding with recommended riparian buffer seed mix, or sod will be required
in disturbed areas above the line of rock armoring, except in areas where sod will be placed. Equipment access may be
required in a designated area of the stream to reach and repair area E. To accommodate this a boulder mat is specified,
allowed only in a designated area not to exceed 690 SF. Boulders and stones to be placed to provide a permeable mat
which can support equipment above the normal water level. Mat stones to be removed after construction is compete
Equipment used is expected to be a small backhoe/loader or "bobcat", and a dump truck to stockpile materials near the
work area. No mechanized equipment will be permitted in the waters of the stream.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
El Yes El No ®Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary El Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S. 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 4 of 11

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
W1 ❑ P [-IT
❑ 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
EROSION
UNNAMED
® PER
® Corps
23
963
REPAIR
TRIBUTARY
❑ 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
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 11

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
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
0. 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 El Tar -Pamlico F1 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
impact
required?
61 ❑P❑T
F1 Yes
❑ No
132 ❑P❑T
El Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The intent of the project is to repair specifically identified areas of erosion damage along the stream banks. Minimal fill is
to be used to return streambanks to estimated original profiles with armoring to be provided by using rocks and boulders
sourced from the stream area. Rock gabions will be installed in two areas beneath bridges where erosion is endangering
the bridge structure. All stabilizing mat material to be biodegradable. Riparian mix to be used for any seeded areas.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Project will be subdivided into multiple small delineated areas of disturbance. Erosion control measures will be installed,
including sandbag coffers to protect waters from deposit of disturbed materials. Construction activities will be performed
during daylight hours and only "in the dry. Equipment access may be required in a designated area of the stream to reach
and repair area E. To accommodate this a boulder mat is specified, allowed only in a designated area not to exceed 690
SF. Boulders and stones to be placed to provide a permeable mat which can support equipment above the normal water
level. Mat stones to be removed after construction is compete. Other construction techniques used to avoid or minimize
the proposed impacts include limiting the area of disturbance and using more compact equipment or hand work when
possible. Project has minimum grading. Disturbed areas to be stabilized with stone, biodegradable matting, seed and/or
sod immediately upon completion of disturbance work in each area.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ 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 7 of 11
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 8 of 11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. 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: This project will not create any additional
built -upon area.
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
attached?
❑ Yes ❑ No
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 9 of 11
PCN Form —Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. 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)?
1 c. 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.
Page 10 of 11
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:/Hws. mai)s.arc-gis.com/homeAvebmapMewer. html?webmap=9d8de5e265ad4fe09893cf75b8dbfb77
https:/Avww.fws.gov/ralei-gh/speciesfcntylistfnjtherford.htmi
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?
The receiving stream 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://savinaplaces.ora/t)laces'/wew=map#.XXNQHdFxZQ
httys://archaeology.ncdcr.gov/abouttarchaeolo-gical-skes
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
;�6 ekl-t 4fx,
("-o .$1,G
�Ilt 15
Applicant/Agent's Printed Name
licant)Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11

Geo -pin
City
Deed Date
0643897353
LAKE LURE
10/1/1993 12:00:00 AM
ParcellD
Township
Land Class
34827
Chimney Rock
COMMERCIAL
Acreage
Zoning
Deed Book
124.81
RESORT RESIDENTIAL
607
Deed Page Map Book Map Page
2 16 8TO10
Index Type Map Block Lot Parcel Number
REL 5286400 1621124
Property Address Neighborhood Fire District
153 MOUNTAINS BLVD C35B
Special Tax Districts
Owner Name
Owner Mailing Address
F17 TWN LL MUNI FIRE
FAIRFIELD MOUNTAINS PROP
112 MOUNTAINS BLVD
OWNERS
Owner Mailing City
LAKE LURE
Owner Mailing State
Owner Mailing Zip
Land Tax Value
NC
28746
834100
Building Tax Value
Total Assessed Value
Revenue Stamp
2452300
3286400
8250
Structure Size
Under Assmt Flag
Subdivision
0
N
BALD MTN GOLF CLUB BM16-8TO10
Sale Price
OBJECTID 1
4125000
30633
Rutherford County Geographic Information Systems (GIS) Data Distribution Disclaimer The County of Rutherford acquires, develops, maintains and uses GIS data in suppo
f its internal business functions and for the public services it provides. The GIS data which Rutherford County distributes and to which it provides access, may not be
suitable for other purposes or uses. It is the users€ -s responsibility to verify any information derived from the GIS data before making any decisions or taking any actions
based on the information. Rutherford County shall not be held liable for any errors in the GIS data. This includes errors of omission, commission, errors concerning the
content of the data, and relative and positional accuracy of the data. Source information used for this data may have been collected at different scales, times or definitions,
resulting in inconsistencies among features represented together on this map. In no event shall Rutherford County become liable to users of these data, or any other party,
or any loss or direct, indirect, special, incidental or consequential damages, including but not limited to time, money or goodwill, arising from the use or modification o
he data. The Geographic Information System (GIS) Data made available on the GIS website does not represent legally recorded maps or surveys and is not intended to be
used as such. The information contained in GIS data is dynamic and constantly changes over time. This data is not better than the original sources from which they were
derived. GIS data should not be used for navigational, tracking or any other purpose requiring exact measurement of distance or direction or precision in the depiction o
geographic features. Nor should it be used for making financial or any other commitments. The maps/data provided herein are for illustration purposes only and are no
suitable for site-specific decision making. Parcel data was prepared for the visual representation of real property found within Rutherford County, and is not necessarily
accurate by surveying standards. If absolute accuracy and detail is required, the deeds, plats and other related records on file should be consulted. Parcel ownership line
re for taxing purposes only 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 data; neither will they sell or share their access to this data. As a condition of providing access to electronic GIS data, Rutherford County reserves th
ri ht to require that the user agree in writing that the data will not be resold or otherwise used for trade or commercial purposes pursuant to N.C. Gen. Stat. A5132.10.

ordCounty
&CONNECTGIS '` ptembfr09,219
Printed September 09, 2019
WES HOSTING ��_-'►,: See Below for Disclaimer
h=ajor Hiclh.,ays
I 1
RN• G• " It P.GadS
;':a��t;•^ `►; x; Lake Ll -re
Parcels
CoLrtj! Lires
13
rr r
r
1.
wow III,
' " a + •
,.,',
I
INX
�� ' 223' Feet

Geo -pin
City
Deed Date
0643975769
LAKE LURE
2/25/1993 12:00:00 AM
ParcellD
Township
Land Class
32790
Chimney Rock
COMMERCIAL
Acreage
Zoning
Deed Book
7.75
RESIDENTIAL - MIN 10000 SQFT
607
Deed Page
Map Book
Map Page
757
Index Type
Map Block Lot
Parcel Number
REL
5286403
1618031
Property Address
Neighborhood
Fire District
172 QUAIL RIDGE BLVD
C35B
Special Tax Districts
Owner Name
Owner Mailing Address
F17 TWN LL MUNI FIRE
FAIRFIELD MOUNTAINS PROP
112 MOUNTAINS BLVD
OWNERS
Owner Mailing City
LAKE LURE
Owner Mailing State
Owner Mailing Zip
Land Tax Value
NC
28746
388800
Building Tax Value
Total Assessed Value
Revenue Stamp
689000
1077800
Structure Size
Under Assmt Flag
Subdivision
0
N
Sale Price
OBJECTID 1
56055
Rutherford County Geographic Information Systems (GIS) Data Distribution Disclaimer The County of Rutherford acquires, develops, maintains and uses GIS data in support
f its internal business functions and for the public services it provides. The GIS data which Rutherford County distributes and to which it provides access, may not be
suitable for other purposes or uses. It is the users€TMs responsibility to verify any information derived from the GIS data before making any decisions or taking any actions
based on the information. Rutherford County shall not be held liable for any errors in the GIS data. This includes errors of omission, commission, errors concerning the
content of the data, and relative and positional accuracy of the data. Source information used for this data may have been collected at different scales, times or definitions,
resulting in inconsistencies among features represented together on this map. In no event shall Rutherford County become liable to users of these data, or any other party,
or any loss or direct, indirect special, incidental or consequential damages, including but not limited to time, money or goodwill, arising from the use or modification o
he data. The Geographic Information System (GIS) Data made available on the GIS website does not represent legally recorded maps or surveys and is not intended to be
used as such. The information contained in GIS data is dynamic and constantly changes over time. This data is not better than the original sources from which they were
derived. GIS data should not be used for navigational, tracking or any other purpose requiring exact measurement of distance or direction or precision in the depiction o
geographic features. Nor should it be used for making financial or any other commitments. The maps/data provided herein are for illustration purposes only and are no
suitable for site-specific decision making. Parcel data was prepared for the visual representation of real property found within Rutherford County, and is not necessarily
accurate by surveying standards. If absolute accuracy and detail is required, the deeds, plats and other related records on file should be consulted. Parcel ownership line
re for taxing purposes only 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 data; neither will they sell or share their access to this data. As a condition of providing access to electronic GIS data, Rutherford County reserves thel
right to require that the user agree in writing that the data will not be resold or otherwise used for trade or commercial purposes pursuant to N.C. Gen. Stat. 4132.10.

RutherfordCounty
CCO!VNECTG'J Printed September 09, 2019
WEB H--' r' See Below for Disclaimer
Roads
Lake LLre
Parcels
CoLr--:'Jres
4
13
lop
Ail
4"
r
ft. 4k
34 Feet

Geo -pin City Deed Date
0643979714 LAKE LURE 2/25/1993 12:00:00 AM
ParceIID Township Land Class
32801 Chimney Rock COMMERCIAL
Acreage Zoning Deed Book
2.62 RESORT RESIDENTIAL 607
Deed Page Map Book Map Page
757
Index Type Map Block Lot Parcel Number
REL 5286404 1618042
Property Address Neighborhood Fire District
143 QUAIL RIDGE BLVD C35B
Special Tax Districts Owner Name Owner Mailing Address
F17 TWN LL MUNI FIRE FAIRFIELD MOUNTAINS PROP 112 MOUNTAINS BLVD
OWNERS Owner Mailing City
LAKE LURE
Owner Mailing State Owner Mailing Zip Land Tax Value
NC 28746 124700
Building Tax Value Total Assessed Value Revenue Stamp
81200 205900
Structure Size Under Assmt Flag Subdivision
0 N
Sale Price OBJECTID 1
56023
Rutherford County Geographic Information Systems (GIS) Data Distribution Disclaimer The County of Rutherford acquires, develops, maintains and uses GIS data in support
f its internal business functions and for the public services it provides. The GIS data which Rutherford County distributes and to which it provides access, may not be
suitable for other purposes or uses. It is the users€TMs responsibility to verify any information derived from the GIS data before making any decisions or taking any action
based on the information. Rutherford County shall not be held liable for any errors in the GIS data. This includes errors of omission, commission, errors concerning the
content of the data, and relative and positional accuracy of the data. Source information used for this data may have been collected at different scales, times or definitions,
resulting in inconsistencies among features represented together on this map. In no event shall Rutherford County become liable to users of these data, or any other party,
or any loss or direct, indirect, special, incidental or consequential damages, including but not limited to time, money or goodwill, arising from the use or modification o
he data. The Geographic Information System (GIS) Data made available on the GIS website does not represent legally recorded maps or surveys and is not intended to be
sed as such. The information contained in GIS data is dynamic and constantly changes over time. This data is not better than the original sources from which they were
erived. GIS data should not be used for navigational, tracking or any other purpose requiring exact measurement of distance or direction or precision in the depiction o
eographic features. Nor should it be used for making financial or any other commitments. The maps/data provided herein are for illustration purposes only and are no
suitable for site-specific decision making. Parcel data was prepared for the visual representation of real property found within Rutherford County, and is not necessarily
accurate by surveying standards. If absolute accuracy and detail is required, the deeds, plats and other related records on file should be consulted. Parcel ownership line
re for taxing purposes only 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 data; neither 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 user agree in writing that the data will not be resold or otherwise used for trade or commercial purposes pursuant to N.C. Gen. Stat. A4132.10.

pe
sloe
IN '3vnl 3Xn
all
F M,
tzz:
LLLJ...... ..... ...........
m IZ4 3T'M
3i9N mnb 3wnl 3M
odol sn *
re
,0,3�� �
1 3JO 3WIWd3a s n MSAM

9/6/2019, 8:37:36 AM
- Surface Water Classifications
River Basins
BRD
NC Surface Water Classification
1:18,056
0 0.17 0.35 0.7 mi
0 0.28 0.55 1.1 km
Sources: Esri, HERE, Gamin. Intermap, increment P Corp., GEBCO.
USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL. Ordnance
Survey, Esri Japan, METI, Esri China (Hong Kong), (c)
OpenStreetMap contributors, and the GIS User Community
NCDENR Div. Water Resources
Buncombe County, NC, State of North Carolina DOT, Tennessee STS GIS, Esri, HERE, Gamin, INCREMENT P, USGS, METI/NASA, EPA, USDA I NCDENR - Division of Water Resources I

'�,��' +��,le,. {t "°'��'+,�' •r�t�/ " �,"b y`" " ' � „�±� ��� � v. � ICY N ��.;,
F= S0<1140
r�
;a
��• uz, _ten �' f4 � �! loll^ �:.� `"��`, ' _ < �z'�'`' '�. _s �.j�� ,� �.
a 5.
ioJ
r

FLOOD HAZARD INFORMATION NOTES TO USERS
SEE RS REPORT FO"WE IESORIPII NS AND INDIM IAAP
11D I' rl_...t SUPPORTING
SOA _ .'IALFORMATM
HTTP /FRIS. NCGOV FRIS
-wuohe Bs Flood EY W tleN Afq
WEh NFEor DW*— Al. Aa. Al IE au
NA]ARDAREAS
SPECLMAW ®ftg t"FW06"
— 0.z%Annua1 Challw ibotl Xoom. A—
d 1% M..'
CMnn Food wph ArMEa
Dapb lav Than Om foot a Will, D,,Wp
Avaa WLeaa lhan One SAuav Mik e�
FNun Londl[bm I%A.... I
Ch— FI—I H—
OINERIr
RDOG N.ALIR. A—In ReE d—RM Eue to lwN
OfXER A—, Debrm1-to be Oubido the
ARFAS 0.1% Annual Ch— Fbodplab -
-- Channel, CU Md, or Stam Sewer
A—ikw aProNsbnalry A—d—
ard
GFNEAAI lDN, , w FI -1-11
SINUCTURES ..••""••`•`Nabaas Ibd Laeee. Dike, or Flwdwall
Nadh C—m G tk SWryb —*
N—A G—ldk S W ry bench mart
v'0� Contragor Fat XCFMPSrry ben AAlad1
®-gNt— Cmv SoutlonswRh 1%Mmol Chame
Water Sud. N.— d1FE1
`a�----- ComMlrranra
------ CmslMTbnvq Bavline
ROAb Beeline
HydmBrapM<FeaNre
OMEA LhnN of SWdT
iFANRF3 lurbdlgbn BOmalary
remnrna.s»Ta�eMrwn� y'MMnss�wa�tairn�wYn�
Mrnwv�. t MwA ^uem nnmr
,aeerrwewr.Ah �i�aa � stwwsw y�� YtaMrrmrr
ewFNeY�bw�n �«..rvrer�iiwrm pr+�ms erM.te�bal eaJrw wM
iwyw.:���."� ".�r""ewav,„.uua rrnawrerwrrow
mw awMmer
-,••••r••udlwarM.ww.wlm pNAwN
cnAOTu nANoa NUotr4a oranM awnal Non
mare..ra.nwe+...�...+...._..�....
�Iwrw.rw' au tire�`rrwnr�r+.u..,roo.w.wto
®aMAwo ghanrNe Pmlec[ed lhee
SCALE
eIINM.500 Wt L8,000
0 ]50 500 1000
OFeel
Moors
0 75 150 D00
PANEL LOCATOR
� iARi f,la�.p .PA.M
cc eL FL
o`u NORTH CAROLINA
o
w»a0643
11 �
U
C
�q�s5�j�i�1�, � PUFF.i wmI
A�.wuroaT-1
C
0
O
LL
C
m
z
3]1006a D001
MAPACASEO
]/2/2008

3
.35° 28' 4" N
35° 27 31" N
39150D 391800 391700 391800 391900
3
h
Map Scale: 1:4,940 iF printed on A portrait (8.5" x 11") sheet"
" Meters
N
N 0 50 100 200 300
- Feet
A0 200 400 800 1200
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UrM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
am Conservation Service National Cooperative Soil Survey
Soil Map—Rutherford County, North Carolina
(Rumbling Bald Creek)
3
f`
35° 29 4" N
392000 39210D
35° 27 31" N
3
F,
9/9/2019
Page 1 of 3

Soil Map—Rutherford County, North Carolina
(Rumbling Bald Creek)
MAP LEGEND
MAP INFORMATION
Area of Interest (A01)
1p
Spoil Area
The soil surveys that comprise your AOI were mapped at
Area of Interest (AOI)
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 Unit Lines
misunderstanding of the detail of mapping and accuracy of soil
d
Other
line placement. The maps do not show the small areas of
p
Soil Map Unit Points
..
Special Line Features
contrasting soils that could have been shown at a more detailed
Special
Point Features
scale.
V
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 Pit
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
P
Landfill
Local Roads
Albers equal-area conic projection, should be used if more
Lava Flow
accurate calculations of distance or area are required.
..
Background
Marsh or swamp
-
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Mine or Quarry
Soil Survey Area: Rutherford County, North Carolina
Miscellaneous Water
Survey Area Data: Version 19, Sep 10, 2018
0
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: Dec 2, 2010—Nov 9,
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
USDA Natural Resources Web Soil Survey 9/9/2019
9211111111111 Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Rutherford County, North Carolina
Map Unit Legend
Rumbling Bald Creek
Map Unit Symbol
I Map Unit Name
I Acres in AOI
I Percent of AOI
EvD Evard-Cowee complex,
0.1
0.1%
escarpment, 15 to 30
percent slopes, stony
EvE Evard-Cowee complex,
15.2
14.4%
1 escarpment, 30 to 50
percent slopes, stony
19.7
18.6%
EwF Evard-Cowee complex, 50 to
85 percent slopes, rocky
UdC Udorthents, loamy, 0 to 15
34.8
32.9%
percent slopes
33.4
31.6%
UoA Udorthents, loamy, 0 to 3
percent slopes, rarely
flooded
2.4
2.3%
W Water
— —
Totals for Area of Interest
105.7
100.0%
usDA Natural Resources Web Soil Survey 9/9/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

1 ROLLMAXTM
ROLLED EROSION CONTROL
-1
Specification Sheet
BioNet° C125113N'" Erosion Control Blanket
DESCRIPTION
The long-term double net erosion control blanket shall be a machine -
produced mat of 100% coconut fiber with a functional longevity of up to
24 months. (NOTE: functional longevity may vary depending upon climatic
conditions, soil, geographical location, and elevation). The blanket shall be
of consistent thickness with the coconut evenly distributed over the
entire area of the mat. The blanket shall be covered on the top and
bottom sides with 100% biodegradable woven natural organic fiber
netting. The netting shall consist of machine directional strands formed
from two intertwined yarns with cross directional strands interwoven
through the the twisted machine strands (commonly referred to as Leno
weave) to form an approximate 0.50 x 1.0 in (1.27 x 2.54 cm) mesh. The
blanket shall be sewn together on 1.50 inch (3.81 cm) centers with
degradable thread. The blanket shall be manufactured with a colored
thread stitched along both outer edges (approximately 2-5 inches [5-12.5
cm] from the edge) as an overlap guide for adjacent mats.
The C125BN shall meet Type 4 specification requirements established by
the Erosion Control Technology Council (ECTC) and Federal Highway
Administration's (FHWA) FP -03 Section 713.17
Matrix 100% Coconut Fiber
0.5 lbs/sq yd
(0.27 kg/sm)
Leno Woven 100%
9.3 lbs/1000 sq ft
biodegradable jute
(4.5 kg/100 sm)
Netting
ECTC Guidelines
100% Biodegradable jute
7.7 Ib/1000 sq ft
ASTM D1117
(3.76 kg/100 sm)
Thread Biodegradable
Unvegetated Shear Stress 2.35 psf (112 Pa)
Unvegetated Velocity 10.0 fps (3.05 m/s)
•.e Design Data:
0.23 in.
Thickness
ASTM D6S2S
(5.84 mm)
Resiliency
ECTC Guidelines
85%
Water Absorbency
ASTM D1117
365%
Mass/Unit Area
ASTM 6475
9.79 oz/sy
(333 g/sm)
Swell
ECTC Guidelines
40%
Smolder Resistance
ECTC Guidelines
Yes
Stiffness
ASTM D1388
0.11 oz -in
Light Penetration
ASTM 06567
16.2%
E. Boonville -New Harmony Rd.
products and/or applications described or illustrated herein are protected under one or more
foreign
206.4 lbs/ft
Tensile Strength - MD
ASTM D6818
(3.06 kN/m)
Elongation - MD
ASTM 06818
15.3%
applications may also exist.Trademark rights also apply as indicated herein. Final
determination of the suitability of any information or material for the use contemplated, and
145.2 lbs/ft
Tensile Strength - TD
ASTM D6818
(2.15 kN/m)
Elongation - TD
ASTM D6818
12.9%
Biomass Improvement
ASTM 7322
473%
Unvegetated Shear Stress 2.35 psf (112 Pa)
Unvegetated Velocity 10.0 fps (3.05 m/s)
Width
•.e Design Data:
8.0 ft (2.4 m)
Roughness Coefficients
Slope Gradients (S)
108 ft (32.92 m)
Slope Length (L)
<_ 3:1 3:1 - 2.1
>_ 2:1
-< 20 ft (6 m)
0.0001 0.018
0.050
20-50 ft
0.003 0.040
0.060
>- 50 ft (15.2 m)
0.007 0.070
0.070
Width
6.67 (2.03 m)
8.0 ft (2.4 m)
Roughness Coefficients
Length
108 ft (32.92 m)
112 ft (34.14 m)
Flow Depth Manning's n
Weight ± 10%
52.22 lbs (23.69 kg)
65.25 lbs (29.61 kg)
< 0.50 ft (0.1S m) 0.022
Area
80 sq yd (66.9 sm)
100 sq yd
(83.61 sm)
0.50 - 2.0 ft 0.022-0.014
Leno weave top only
Leno weave top and bottom
-> 2.0 ft (0.60 m) 0.014
Western Green
©2019. North American Green is a registered trademark from Western Green. Certain
N ORTH4609
E. Boonville -New Harmony Rd.
products and/or applications described or illustrated herein are protected under one or more
foreign
Evansville, IN 47725
U.S. patents. Other U.S. patents are pending, and certain patents and patent
AMERICAN
applications may also exist.Trademark rights also apply as indicated herein. Final
determination of the suitability of any information or material for the use contemplated, and
GREEN'
nagreen.com
its manner of use, is the sole responsibility of the user. Printed in the U.S.A.
800-772-2040
E C _R M X_M P D S_C12 5 8 N_1.19

EROSION REPAIR PLANS FOR I'; NTS
... - . -
RUMBLINU BALD CREr.K STABILIZATION
ns
81111
IAKE LURE RI TOWNSHIP \ ti I IIIII" I. l I I III RMRIt) COUNTY, N.C.
OWNER- I
FAMF= MOUNTKNS PROPERTY ()I
II, MOUNTAINS I •SII\S BI It).
LkKE l l ISI . NC M46
(,A ) 694-30M
��
SHEET 5
SHEET 4
c
HEET 3
SHEET k2
CONTACT INFORMATION:
ODOM ENGINEERING, PLLC
ATTN: DAVID ODOM, PE
I G9 OAK ST, FOREST CITY, NC 28043
828-247-4495
***CAUTION***
NORTH CAROLINA ONE CALL
f 3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
ME UTILITIES SHOWN ARE SHOMTT FOR THE CONTRACTIXYS C VENIENCE ONLY. MERE
MAY BE OTNER UTILITIES NOT SHOWN ON THESE PLANS THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR ME LOCATIONS SN10- ANO IT SIAL. BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE
WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR.
LEGEND
UTILITY STRUCTURE
EXISTING
PROPOSED
OVERHEAD ELECTRICAL
XOHE
OHE
UNDERGROUND ELECTRICAL
XUGE
UGE
NATURAL GAS
XG
G
XOHT
OVERHEAD TELEPHONE
OH T
FIBER OPTIC
—XFO
FO
xs
SANITARY SEWER
SS
WATER
xw
W
FORCEMAIN
XFM
FM
CULVERT
----------
o
FIRE HYDRANT
GATE VALVE
GV
DQ
GV
►t
SEWER MANHOLE
=
POWER POLE
Q
X
PROPERTY LINE
MAJOR CONTOURS
- - - - - - - - - -
a W
W
MINOR CONTOURS
- - - - 750 - - - -
�—
CULVERT DRAINAGE AREA
CHANNEL DRAINAGE AREA
O O O O
TSP DRAINAGE AREA
0
D
—SF —SF —
TEMPORARY SILT FENCE
U
TEMPORARY DITCH/BERM
TDB
FLOOD ELEVATION
FE
GENERAL NOTES:
1. A MANDATORY PRE -CONSTRUCTION z
MEETING SHALL OCCUR BEFORE ANY F
CONSTRUCTION BEGINS. A REPRESENTATIVE a
FROM THE CONTRACTOR'S OFFICE, ODOM
ENGINEERING. AND NCDEQ ARO N
(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 048 .0131 SELF
INSPECTIONS'. SEE DETAIL SHEET.
4. GRADED SLOPES AND FILLS SHALL BE
PROTECTED WITH A ROLLED EROSION
CONTROL PRODUCT IF COMPLETED OUTSIDE
THE OPTIMUM GERMINATION SEASONS,
WHEN UNFAVORABLE WEATHER CONDITIONS w r n v1 m
PREVENT ESTABLISHMENT OF VEGETATIVE
COMER. I HEREBY CERTIFY THAT iH
PIANANDSPELIRCATION
5. CONTRACTOR TO CONTACT ENGINEER WASPREPARED BYMEOR
IMMEDIATELY UPON DISCOVERING ANY UNDEMVO
RIRECT
DISCREPANCIES IN THE FIELD NOT SHOWN A DULY REGISTERED
sLxERAro TEED
ON PLANS. ARDS THELRENGINEER
UPPER TIE UWS OF TIE
6. ANY ACTIONS OR COST INCREASE ABOVE STATE OF—.
va .
AND BEYOND CONTRACT WITH AS SIGNIFIED BY MY HAND
ANDSEAL.
OWNER/OEVELOPER SHALL BE APPROVED
BY ENGINEER. ANY ADDITIONAL WORK OR .'qN,...., Rp'••,
COST INCREASE COMPLETED BY ,� YfSsioy�y,
CONTRACTOR WITHOUT SAID WRITTEN
APPROVAL FROM ENGINEER, SHALL S
BECOME CONTRACTORS FINANCIAL 21
RESPONSIBILITY AND NOT THE
OWNER/DEVELOPER. O'.. lNk?4 a�,•`��
CALE: N.T.S.
ATE: 09/13/19
RAWN BY: PED
HECKED BY: DWO
ROJECT MGR: DWO
HEET:
1 OF 10 A
z
O
Q
N z
J_ o
Iso
o
o N
=
N
a W
W
a Ck�
Q.
0
o
U
¢ Q
W m
Z
Y
J
cycJ
�
SHEET INDEX
nm
i
COWER
1
y
NCGO1 NOTES
2
O c�
U •(_
NCGO1 NOTES3
V bQrrAs..
SHEET INDEX
4
EXISTING CONDITIONS R IMPACT AREAS
5-9
TYPICAL REPAIR DETAILS
10
CALE: N.T.S.
ATE: 09/13/19
RAWN BY: PED
HECKED BY: DWO
ROJECT MGR: DWO
HEET:
1 OF 10 A

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
I mplementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (;Sections E and F, respectively}. The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having j urisdiction. Al I details and speorfications show n on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
-tabiGze the ground sufficiently) so that rain
Stabilize within this
tech niques in the table below:
Site Area Description
many calendar
-timeframe variations
• Temporary grass :red zerre¢ with stray& or
days after ceasing
other mulches a1•d tackifiets
other multhen and tdtc Hero
Land disturbance
• Gaeoteitde faWrts Such as per T4o?rlt soil
a Perimeter dikes,
reinforceme-ot matting
_
swales, ditches, and
T
None
perimeter slopes
wit11 mukh
IN High Civality'In'ater
None
?Anes
• Structural methods such as concrete, asphalt or
c ) slopes steeper than
If slopes are 10' or less in length and are
31
7
not stee per than 2:1, 14 days are
allowed
-7 days for slopes greater than 54' in
length and with slopes steeper than 4 1
-7 days for perimeter dikes, swaies,
Idl 1ItDpes 3:1 to 4:1
14
ditches, perimeter slopes and Hoo
:Anes
-10diys far Falls Lake'veatershed
days for perimeter dikes, swales,
(e} Areas &with slopes
I
ditches, perimeter slopes and HC(W ?ones
latter than 4 2
14
-io days for Falls Lake 'w atershed unless
there is zero slope
ucr e: After the permanent cessation of construction activities. any areas with temporary
ground stabilization shall be convert" to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last Land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable a ainn accelerated erosion until permitnent ground stabilization is achieved.
GROUND STABILIZATION SPECIRCATION
-tabiGze the ground sufficiently) so that rain
will not dislodge the soil. Use one of the
tech niques in the table below:
Temporar�stariQation
Permanent Stabilcation
• Temporary grass :red zerre¢ with stray& or
• Permanent Zrass wed Coverrd •A Ith sttaw OF
other mulches a1•d tackifiets
other multhen and tdtc Hero
• -IVdr*wwdi%
• Gaeoteitde faWrts Such as per T4o?rlt soil
• wlleo aimiun Lcmtrul products with or
reinforceme-ot matting
without temporary grins seed
• Hydroseeding
• °.Dlnoprwtely applied straw or other mukh
• Shrubs of other peirrixprit plantir45 covered
• `laaiL sheeting
wit11 mukh
• Unilorm and evenly distributed ground u:er
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retamng waits
• Raped erosion milli)_ fxaduc is :: I asc %red
DLYACRYLAMIDES (PAMSI AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the !Jc o win Lia? P,f.Axppr I; ked P.A fk(slfit'tiLCL' i17P'u .
apply flioccu lants at or before the inlets to Erosion and Sedinhent Control Measures.
3. Apply floccu lants at the concentrations specified iln, the OX DWR Lit Df Approved
RA &f5 F.bCcu0nnLs and in accordance with ripe manufacturer's instructions.
4. Provide ponding area for containment of treated 5tormwater before discharging
Dff3rte.
5. Store flocculants in leak -,proof containers that are kept under storm-resis--tant coveT
air surrounded by secondary containment structures
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehi6es and equipment to prevent discharge of fluids.
2. Provide dnp pans under any stored equipment.
3. Identify I eaks and repair as soon as Feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids; store in separate containers and properly dispose as
hazardous waste yrecycle when possible 1.
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
A. Bring used fuels, lubricants, coolants, hydraulic fluids and other petrol eu m products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
2. Never b uryDr burn waste. Place litter and debris in approved waste containers.
. Provide a sufficient number and size of waste containers (e.g dumpster•, trash
receptacle} on site to contain construction and domestic wastes-
3.
astes.3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream a wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. clean up immediately if
containers overflow.
R. Dispose waste off -sine at an approved disposal facility.
9. on business dais. cleanup and dispose of waste in designated waste containers
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains. streams or wetlands.
2. Locate paint washouts at least 50 feet awa•a from storm drain inlets and surface
,.waters unless no other alternativesare reasonabl available.
3. Contain hq uid wastes in a contro (led area.
A. Containment must be labeled, sized and placed appropriatePv far the needs -of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. 1 nsta II portable toilets on level ground; at least 50 feet aw ay from storm d rains,
streams or wet ands unless there is no alternative reaso nabl y available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence of place
on a gravel pad and surround with sand bags.
. P roods saki ng or ancha nmg of portable toilets during periods of high winds or in Thigh
foot trafk areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utile a licensed sanitary waste hauler to remove leaking portable toilets and replace
,& ith grope rly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1 show stockpile locations an plans. Locate earthen -material stockpile areas at least
50 feet awa•v from storm drain inlets; sediment basins, perimeter sediment controls
and surface'&esters unless it can be shown no other alternatives are reasonably
available.
2.
Protect stoclkpile with si It fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Pro+ride stable scone access point w&•hen feasible.
4 Stabilize stockpile within the timeframes provided on this sheet and in accordance
wutth the approved plan and any additional requirements. soil stabilization is defined
as vegetative, ph•.siical or chemical coverage techniques that will restrain accelerated
erosaon on disturbed soils fortemporary or permanent control needs.
NORTH CAROLINA
Environmental Quality
D%SrTE COWRETE WASH30
S"LIC URE v3TH LU•Ei
N
"""•� � ,., t°t$F� ,m.� �� . Imo, � �k?'�P.�, .,�
MAL
o s s ,• ..:,.s r i
am
ram 4E T aMNNEy�sSHDJT
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an app raved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
d. Instal l temporary concrete washouts per local requirements, where ap plircable . If an
alternate method or product is to be used, contact your approval authority far
review and approval. If local standard details are not avaikable, use one of the two
types of tem porary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb o r sidewalk
sections. Stormwater accumulated within the washout miry not be pumped into or
d ischarged to the storm dram syste m or receiving surface waters. liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface water unless it
can be shown that no other alternatives are reasonabhy available. At a mir iimum,
install protection of starm drain inlet(sl closest to the washout which could receive
spills or overflow.
• . Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required bu• the
ap proving authority .
E. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at appraximat0v '5%capacit. to limit
oveffl ow events. Replace the tarp; sandbags or other temporary structural
compDnentsyrhennolonger functional. vrhen utiliaingalternative orproprietary
products; foll•D•w manufacturer's instructions.
10. At the completion of the concrete work:, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any' disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply hertmades, pesticides and rodenticides iin accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers •with the
labs 1, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in area_ where flooding rs
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spit I occurs, clean area immediately.
4. Do not sta•ckpide these matefials ons+rte.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on-site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials di rectl•y on the oro und-
NC GO I GROUND ST_�BILIZATI0- N �kND NIATEIll T
IVI , S HANDLING EFFECTIN'E: 01,191
JOB NUMBER:
18007
PREPARED BY ME CR
AMY DIRECT
] TECT CR EN WER
]ER THE UWS OF TIE
TECFNDRTHCM
BIGNIFlED BY MY HA -
IO
O CD
U H j = 3z�
3
Z
W Af
LaJ
a �
� U S
R _JJ
W m �J
z
C7CO
&
SCALE: N.T.S.
DATE: 09/13/19
DRAMN BY: AP
CHECKED BY: DWO
PRMCT MQr: DMO
2 OF 10 A

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
plan. This documentation is required upon the
bypasses [40 CFR
Inspect (during normal
Inspection records rust include:
the E&SC measures are modified after initial
business hours
Daily rainfall amounts.
(b) A phase of grading has been completed.
(1) Rain gauge Dally
maintained in
If no daily rain gauge observations are made during weekend or
(e) Noncompliance
good working
holiday periods, and no individual day rainfall information is
construction phase.
order
available, record the cumulative rain measurement for those un
in accordance with the approved E&SC
plan or complete, date and sign an inspection
attended days (anc this will determine if a site inspection Is
report to indicate compliance with approved
environmertt[40
needed). Days on which no rainfall occurred shall be recorded as
(d) The maintenance and repair
requirements for all E&SC measures
-zero." The permittee may use another ram -monitoring device
have been performed.
approved by the Division.
Initial and date a copy of the approved E&SC
(2) E&SC 11 At least once per
1. Identification of the measures inspected,
Measures 7 calendar days
2. Date and time of the inspection,
corrective action.
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
property,
24 hours
5. Description of mzimenance needs for the measure,
6 Description, evidence, and date of corrective artions taken.
(3) Stormwater At least once per
1. Identification of the discharge outfalls inspected,
discharge 7 calendar days
2 Date and time of the inspection,
outfalls (SDGs) and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective. actions taken.
(4) Perimeter of At least once per
If visible sedimentation is found outside site limits, then a record
site 7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2 Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation w to the actions taken to control future
releases.
(S) Streams or At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite 7 calendar days
stream has visible increased turbidity from the construction
or offsite and within 24
activity, then a record of the following shall be made:
(where hours of a rain
1 Description, evidence and date of corrective actions taken, and
accessible) event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground rover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART 111
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
(c) Anticipated
plan. This documentation is required upon the
bypasses [40 CFR
initial installation of the E&SC measures or if
122.41(m)(3))
the E&SC measures are modified after initial
(d) Unanticipated
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
122.41(m)(3)1
plan or complete, date and sign an inspection
(e) Noncompliance
report to indicate completion of the
with the conditions
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
environmertt[40
ground cover specifications.
Complete, date and sign an inspection report.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence Reporting Timetrames (After Discovery) and Other Requirements
(a) Visible sediment • Within 24 hours, an oral or electronic notification.
deposition in a • Within 7 calendar days, a report that contains a description of the
stream or wetland sediment and action taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case-by-case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
(b) Oil spills and
• Within 14 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill cr release.
substances per Item
1(b) -(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3))
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an xal or electronic notification.
bypasses (40 CFR
• W eNn 7 colendor den a report that includes an evaluation of the
122.41(m)(3)1
quality and effect ofthe bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompl ance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environmertt[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case-by-case basis.
NORTH CAROLINA
Environmental Quality
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19
JOB NUMBER:
18007
HEREBY CERTIFY THAT THIS
PIAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DRECT
SUPERVISION AND THAT 1 AM
DULY REGISTERED
ARRCHTECT OR ENGINEER
DER THE lAws OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
ANDGEAL.
SCALE: N.T.S.
DATE: 09/13/19
DRAYM BY: JTP
CHECKED BY: DWO
PROJECT MOR: DNO
SHEET:
3 OF 10 A

` fig Jr rYAN
' SHEET 2
ss
{ -
I�
Y a
' !"t?rd"' `� •" { f -__, - ♦ rrs SMT * { f } a �� ;.., J - .. pC .� .4:� '+IF
1 � '' t = � -1 :� „��y,A•f .� . . �' , � �c p '� per•" � `
.= C ♦ { may" it
A.
I V ,
I �
_ -•,eI
I 1-1,
,f
}
:i _ �` �E na t �'�-�•'•�t I ,.+� 7R�, ``� t �,�"`�+1�'L��+�4�• ; .. ��I ;� ' A ,, %
s
100 YR FLOOD
�
e� pAhA
P
Rumbling Bald Resort Creek
Erosion Area Table
Erosion Area
Label
Sheet
Disturbed
Limit Area
SF
Area in
Floodplain
SF
Stream Impact
FT
Impact Type
A
1
255.4
255.4
26 A+B
Restore/Boulder Armor
B
1
218.3
218.3
Restore/Boulder Armor
C
1
717.7
717.7
39
Restore/Boulder Armor
D
1
786.3
786.3
172 DTHRU E
Restore/Boulder Armor
TEMP MAT
1
690.0
690.0
Temp. Boulder Mat
E
1
989.3
611.2
Restore/Boulder Armor
F
2
796.2
0.0
126 F THRU G Restore/Boulder Armor
GABION 1
2
143.5
0.0
Gabions
G
2
1101.8
0.0
Restore/Boulder Armor
H
2
82.4
0.0
30
Restore/Boulder Armor
1
3 1
522.6
0.0
112
Restore/Boulder Armor
1
3
696.8
0.0
2651+K+L+M
Restore/Boulder Armor
K
3
616.4
0.0
Restore/Boulder Armor
L
3
363.2
0.0
Restore/Boulder Armor
M
3
682.0
0.0
Restore/Boulder Armor
N
4
211.9
0.0
37
Restore/Boulder Armor
O
5
621.2
0.0
156 O THRU P
Restore/Boulder Armor
GABION 2
5
102.7
0.0
Gabions
P
5
243.6
0.01
Restore/Boulder Armor
Totals
9841.3
3278.91
963
x At
sI �.
>IF A.
;-
JOB NUMBER:
19125
I HEREBY CERTIFY THAT TH:
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AA
A DULY REGISTERED
ARCHTECT OR ENGINEER
UtOER THE - OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY NANO
AND SEAL.
O
N z
J�
0
U
mox
LLIz
o N Q
a Ck-'
0 W
0 p W
0 T
w m 1
Z � �
J
M
y ,
SCALE: 1' = 200'
t• �+ �,x} _ 7tX, •,.>ti 1, • DATE: 09/13/19
DRANN BY: PED
2,�p, ,t•�.'v •l� "-^� A" .. I _ a>tr,: CHECKED BY: DWO
-.•t +-• iE, '+�'Y► -. e F `t w - p v. 7 PRO.ECT MGR: DWO
A ay{.�F ,„ .�''•_ 6KnI'I III. S('AiJ - ♦ .tt(11, ,:,% SHEET:
4 OF 10 A
4

r{ P
LDtt
Y.
l
F
989.3 F
'' •J. r r—r' >
\�\ \ THEREBY CERTIFY THATTHS
/^'• PIAN PREPARED BY ME N
i c )' ` �•+ • I NORTHWEST UNDER MY g ECT
MD ME I
LOOKING G A WLY RE=TEID THAT I RM
AA DULY R OR E—I
UNDER
TLA ENGINEER
LOOKING SOUTHEAST EROSION BELOW TENNIS COURTS °�R�uSDF E
S -TE OF NDRTN URDIINA
5 SIGNIFIED BY MY HMO
NU SEAL.
STREAM BANK EROSION AT gJ,
BEACH PAVILLION ' z
o
LOOKING SOUTHWEST q
STREAM BANK EROSION Z
LOOKING SOUTHEAST
a�
STREAM BANK EROSION -----
J
m o
- c:
dEL
7717.7 SF
LL o g <Lc
n La
La
a;
W
k I r /
µ V
100 YR FLOOD B: m
L_
, :.�
C.
cn
255.
� f
rr�•�
I Owe.•,
i�
SCALE: 1' - 200•
DATE: 09/13/19
DRANK BY: PED
CHECKED BY: DWO
i PRO.iCT MGR: DWO
(, 11c' tt'AiJi I INCH = 201 FtiL1' SHEET:
�: �- 5 O 10 8

f _ _
S
r
�� Rit rptA.7-
4..
i
I
f
it Yr JJ..�1 5y -L • T r.
LOOKING NORTHEAST
STREAM BANK / EROSION
//STREAM
LOOKING SOUTHEAST
BANK EROSION//
I
M� � � �_ � � V
GABION 1:
143.5
771.4 SF
H:
835 SF o
11
JOB NUMBER:
19125
RAN AND DIRECT WAS PREPARED BY ME OR
UNDER .1 gRECT
SUPEiMEGISANDD IAM
A DULY REGISTERED
ARCI RT OR ENGINEER
TIE LAMS OF THE
STAT
STATE OF NORTH CAROLINA
ASEO BY MY HA
SEAL.ND
AND SEAL
Cq
k So'� �. z
1101.8 SF z
O
N
J a
o
s,
Y
a W
Ld
o
o
'q
A ,a �
• d AW CC
LOOKING NORTHWEST
STREAM BANK EROSION
O SCALE: 1' - 200'
DATE: 09/13/19
1 v- DRAWN BY: PED
aw CHECKED BY: DWO
PROJECT MGR: OWO
(VRAI'111('u'AII: I IN('ll = NAI I•tili l'
OF 10 B

V
LOOKING SOUTHEAST -
STREAM BANK EROSION
L:
.2 --SF
522.6 SF
d
7 JOB NUMBER:
19125
0
m
� F
a
M
- 682.0 F � K'
16.4 F
LOOKING SOUTHWEST��""�"�
I HEREBY CERTIFY THAT THI:
PLAN AND A ED BY MEON
S T R E A M BANK EROSION WAS PREPARED BY ME I
UNDER MY DIRECT
SUP -Y REGISTERED TINT AM
A DULY REGISTERED
ARC RT ORENGMEER
- STATE TIEOR LAWS CA THE
STATE DFIED BY Y HAND A
AS SEALED BY MV HAND
- AND SEAL.
27 _
Lam_
0
° 96.8 SF "`r` "• z
°
��?�F E_, ,,fir A�.• �' �`. N
o
m o
��q Q
f
Z Y a
<
a W
�y� g W
1 " U LLJW
m
-LOOKING NORTHWEST
z
STREAM BANK EROSION _' J
a
f
x
ISCALE: 1' s 200
DATE: 09/73/19
DRAWN BY: PED
*.�� , �, - �. • +• .. ,ro an �n; CHECKED BY: DWO
PRO.ECT MGR: DWO
Jr j � _ .� R PhjIC SCAL Ei I INCH - 1111 FUEl'N SHEET:
' ' 7OF10 A
r
�' SM
d
7 JOB NUMBER:
19125
0
m
� F
a
M
- 682.0 F � K'
16.4 F
LOOKING SOUTHWEST��""�"�
I HEREBY CERTIFY THAT THI:
PLAN AND A ED BY MEON
S T R E A M BANK EROSION WAS PREPARED BY ME I
UNDER MY DIRECT
SUP -Y REGISTERED TINT AM
A DULY REGISTERED
ARC RT ORENGMEER
- STATE TIEOR LAWS CA THE
STATE DFIED BY Y HAND A
AS SEALED BY MV HAND
- AND SEAL.
27 _
Lam_
0
° 96.8 SF "`r` "• z
°
��?�F E_, ,,fir A�.• �' �`. N
o
m o
��q Q
f
Z Y a
<
a W
�y� g W
1 " U LLJW
m
-LOOKING NORTHWEST
z
STREAM BANK EROSION _' J
a
f
x
ISCALE: 1' s 200
DATE: 09/73/19
DRAWN BY: PED
*.�� , �, - �. • +• .. ,ro an �n; CHECKED BY: DWO
PRO.ECT MGR: DWO
Jr j � _ .� R PhjIC SCAL Ei I INCH - 1111 FUEl'N SHEET:
' ' 7OF10 A

3
4
-- N
9
If--/ j /'
JOB NUMBER:
19125
�S,�APR.yi Y •/ �, PLANK A- 6PECIFIGTIDTNNE
WAS PREPARED BY ME OR
UNDER MY DIRECT
UWLYY T I AM
REGISTERED
A
ARCNTECTORENGWEER
,. 1 ` ' UN)<R TIE LAWS OF THE
STATE —W NORTHMY HAND NA
A6 SIGNFIED BY MY HAND
ANJ SEAL
a _
Al
'�Y�� Cq
S
O� 0
Z
LOOKING SOUTHWEST a
STREAM BANK EROSION o
m o
Q O
N
I Y
if W
D,
LLJ
c W
o V �IJ
211.9 F
� D
o J N
w Q
Wm
ALz
J
M Y
c
O
O
f SCALE: 1' - 200'
!f DATE: 09/13/19
DRAWN BY: PEO
xn IIw ±m i�x� CHECKED BY: DWO
PRO,ECT MCR: DWO
aRnl nc'scnlP. 1 wCu = 11117 SHEET:
A
. - - -- --- -- - -- 8 OF 10 A

\ n \ c r s\BRID E 2. • g
€g i
LOOKING SOUTHEAST
STREAM BANK EROSION
UNDER BRIDGE
LOOKING SOUTHWEST -�
STREAM BANK EROSION
LOOKING SOUTHWEST
STREAM BANK EROSION
a �.
1.2
GA ION 2: p-
02.7 SF`'
243.6 SF
4W'
JOB NUMBER:
19125
JH - n n v .n �n1E—CERTI—T—
rMANA-S—FICA—
*11-1RE18YIEIR
UNDER MY dRECT
AUPERM ND ATINT AM
DULY REGISTERED STERED
A ER TATIE UT LA ENGINEER
UMERY5 OF THE
STATE OF NDR1H
AS SEILED BY MVYH—
HAND
ANO SEAL.
=
Z
O
Q >
N i
J_ o
m o
� o
N i Lo
N
a Y r
n W
a � W
a v W
N o 2
o a N
Wm
c�
Z�
cJ
L <
J
u €s
SCALE: 1' - 200'
DATE: 09/13/19
DRANK BY: PED
'CHECKED BY: DWO
PRMCT MCR: DWO
SHEET:
9OF10 A

NOTES:
1. ALL WORK TO BE PERFORMED "IN THE DRY"
2. NO EQUIPMENT PERMITTED IN THE WATER.
3. A TEMPORARY "BOULDER MAT" MAY BE PLACED AS
SHOWN ON THE PLANS, NOT TO EXCEED 690 SF, TO
ALLOW EQUIPMENT TO ACCESS AREA E. ALL STONE
PLACED TO CREATE THE TEMPORARY MAT TO BE
REMOVED ON COMPLETION OF WORK. SEE DETAIL BELOW.
WMAN BUTTER SEED"
SUMMER (Moy 15 - Auq 15)
INDIANGRA55 ISMqq«o.Irum DVIOn.) 15 ro/«
UTTLE BL,,E..E. (SFNuo nyWm .D.Porinrlj 15 ro/«
FALL ("I5 - D«11)
NRONIA NIL.YE (E".. virgNku.) 15 I!/«
MNTER/EARLYSPPoNG (F.D 1 - MOY 15)
MRGINIA MLDRYE (ElW_ wgin_ 15 ro/«
WETLAND
SHALLOW SEDGE (Cor.. Wko) 10 III/ -
L - -0
/«L'-. 2000 ro/«
10-10-10 7501E/«
Va. 40001E/«
vIORK AREA LIMIT OF
® TEMPORARY MAT AREA
® O O STONES AND BOULDERS PLACED
TO CREATE TEMPORARY PERMEABLE DRY
Q QO WORK PAD FOR EQUIPMENT.
O 00 MAXIMUM AREA 690 SF.
O TEMPORARY STONES TO BE REMOVED
UPON COMPLETION OF WORK.
00
p� /MOS40
Or EXISTING
BOULDERS
CHANNEL 130T
TOM
Q O �O
o
EXISTING CHANNEL
S
a do
TEMPORARY f3/,LPER MAT
FOR EgUIPMENT AGGESS
(NOT TO SCALE)
STREAMBANK GABION INSTALLATION
CONSTRUCTION SEQUENCE:
1. PLACE SAND BAG COFFER DAM
2. EXCAVATE 6 INCH DEPTH FOUNDATION FOR GABIONS.
3. FILL AND LEVEL 6 INCH GABION FOUNDATION WITH
WASHED STONE.
4. PREPARE BANK, FILL AND SMOOTH AS NECESSARY
FOR PLACMENT OF GABIONS.
5. PLACE GEO—TEXTILE FILTER FABRIC ON PREPARED
GRADE (BEHIND GABIONS).
6. SET AND TIE GABION BOXES AS RECOMMENDED BY
MANUFACTURER.
7. FILL WITH MIXED 5 TO 10 INCH NOMINAL SIZED
STONE, TIE AND CLOSE GABION BOXES AS
RECOMMENDED BY MANUFACTURER.
8. REPEAT FOR THREE COURSES OF GABIONS
9. TRANSITION TO BOULDER ARMOR DETAIL
SURROUNDING GABION STACK AS NEEDED.
10. REMOVE SANDBAG COFFER DAM.
BRIDGE DECK
ADDITIONAL BOULDERS
PLACED AS DIRECTED BY ENGINEER OR OWNER REP..
CEO-TEXTLE
LXISTING FILTER FABRIC
STREAM BANK GABIONS
1.5 FT X 1.5 FTX 1.5 FT
TYPICAL 3 HIGH STACK
NgOAi
wATT'R I.GVE.
-I H TH WA TEMPORARY SANDBAG COFFER DAM
STONE GABION FOUNDATION .sirlw A -A
EXISTING
STREN.1 twat ENDIRI N TNLATILN DCTAL CHANNEL BOTTOM
W TO %kf)
MINIMUM 3 LINEAL FEET OF
GABION AT 45 DECREE ANGLE
TO STREAM FLOW AT
ITBMPORARY SANDBAG COFFER DAMI
11.5 FT X 1.5 FT X 1.5 FTJ
STREAM HANK STABILIZATION RETAIL
TYPICAL OANON INSTALLATION
(NOT TO SCALE)
STREAMBANK RESTORE / BOULDER ARMOR
CONSTRUCTION SEQUENCE:
1. PLACE SAND BAG COFFER DAM
2. SET TOE PROTECTION BOULDERS AT ORIGINAL TOE
OF BANK.
3. BACKFILL TO APPROXIMATELY ONE FOOT BELOW
ORIGINAL PROFILE WHERE ARMOR BOULDERS ARE TO
BE PLACED, BACKFILL TO ORIGINAL PROFILE ABOVE
ARMOR LINE.
4. SEED DISTURBED AREA ABOVE INTENDED BOULDER
ARMOR LINE WITH RIPARIAN BUFFER SEED MIX.
5. PLACE C125BN BIODEGRADABLE EROSION CONTROL
MATERIAL OR ENGINEER APPROVED EQUIVALENT FROM
TOP OF FILL TO APPROXIMATELY ONE FOOT ABOVE
NORMAL WATER LEVEL.
6. SET ARMOR BOULDERS AS NEEDED BETWEEN TOE
BOULDERS AND TOP OF BANK.
7. SOD MAY BE PLACED ON DISTURBED AREA ABOVE
ARMOR LINE.
8. REMOVE SANDBAG COFFER DAM.
10 b .IOH NG— SGE BOADE
Mao rRw siREAN aAMI[L
�0�' LEaSONE
«Iw iw`v:vn wr. aMnrcL BorTa1
STREAM BANK 6TAi31LIZATION RETAIL
TYPICAL RESTORE / 130ULPER ARMOR
(NOT TO 66ALE)
JOB NUMBER:
19125
HEREBY CERTIFY TIMI THS
'LAN-SPECIRCATION
VAS PREPARED BY ME OR
WIDER MY DIRECT
.UPERNSDN AND TPMT IAM
DULY REGISTERED
IRCHTECT OR ENGINEER
WIDER THE LAMS OF THE
ITATE OF NORTH -
R -I -IS SIGNIFIED BY MY HAND
SCALE: N.T.S.
DATE: 09/13/19
DRAWN BY: PED
CHECKED BY: DMC)
PROJECT MGR: DWO
10 OF 10 A
rzuvanARr sAw e14 caFr[n oAu
TG
BOLLOERB PLACED Al DIBONK TDF 6 BIM
A1ala BDMOERs
l`�\ q
BAO(iX1 i0 [STI AlEO DMONAL PRDFXE
�'� vRorzn w1N sao aR
1tl
pa»I amFaAOABLE
\
ERD➢OI COITROL
APPRD Erz EN
ENpC[A CDIXVAIENi
PAD
� sFE oFrAX TNB vAOE
1
J
.A 5 ar MS uRBANLE
�O
II\
rwRoau.rz aEGxu siREIN BFD
STREAM BANK 6TAi31LIZATION RETAIL
TYPICAL RESTORE / 130ULPER ARMOR
(NOT TO 66ALE)
JOB NUMBER:
19125
HEREBY CERTIFY TIMI THS
'LAN-SPECIRCATION
VAS PREPARED BY ME OR
WIDER MY DIRECT
.UPERNSDN AND TPMT IAM
DULY REGISTERED
IRCHTECT OR ENGINEER
WIDER THE LAMS OF THE
ITATE OF NORTH -
R -I -IS SIGNIFIED BY MY HAND
SCALE: N.T.S.
DATE: 09/13/19
DRAWN BY: PED
CHECKED BY: DMC)
PROJECT MGR: DWO
10 OF 10 A