20190276 Ver 1_401 Application_20190228

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 1
20190276
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Kevin Mitchell:eads\rkmitchell
Select Reviewing Office:* Asheville Regional Office - [phone]
Submittal Type:*
401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Anna Priest
Who is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Project Name: High Hampton Dam Maintenance
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Jackson
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
918 PCN High Hampton package.pdf 1.54MB
Only pdf or lQm files are accepted.
Describe the attachments:
V By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes

(the "Uniform Electronic Transactions Act');
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled inautonatically.

CLearWater
ClearWater Environmental Consultants, Inc.
www.ewenv.com
February 28, 2019
Karen Higgins
NC DEQ, Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: High Hampton Dam Maintenance
Nationwide Permit 3 Application
Buncombe County, North Carolina
Ms. Higgins:
The attached Pre -Construction Notification (PCN) is being submitted on behalf of property
owners High Hampton Resort LLC. The project site is located on 3 Sheep Laurel Road,
Cashiers, NC 28707. The applicant is seeking a Nationwide Permit 3 for the repair
maintenance of three existing dams on High Hampton Lake, Jewel Lake, and McConnell
Lake and the repair and replacement of an existing water intake irrigation structure.
Should you have any questions regarding the attached PCN and supplemental information
please do not hesitate to contact me at 828-698-9800. A copy of this application has been
sent to Mr. David Brown of the US Army Corps of Engineers, Ms. Andrea Leslie of the
NC Wildlife Resources Commission and Byron Hamstead of the US Fish and Wildlife
Service for review. A courtesy copy of this application has also been sent to Kevin Mitchell
at the NC Division of Water Resources Asheville Regional Office.
Respectfully,
Anna Priest, P.W.S.
Environmental Scientist
Copy Furnished:
US Army Corps of Engineers — David Brown
NC Wildlife Resources Commission — Andrea Leslie
US Fish and Wildlife — Byron Hamstead
NC Division of Water Resources — Kevin Mitchell
32 Clayton Street
Asheville, NC 28801
828-698-9800 Tel
eCl
r-- ent Riddle, P. .S.
Principal

CLparWater
Department of the Army
Wilmington District, Corps of Engineers
Attn: Scott McLendon, Chief Regulatory Division
PO Box 1890
Wilmington, NC 28402-1890
-and-
NC DWR, Webscape Unit
Attn: Karen Higgins
512 North Salisbury Street
Raleigh, North Carolina 27604
I, the current landowner/managing partner of the property identified below, hereby authorize
ClearWater Environmental Consultants, Inc. (CEC) to act on my behalf as my agent during the
processing of jurisdictional determination requests and permits to impact Wetlands and Water of
the US subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10
of the Rivers and Harbors Act of 1899. CEC is authorized to provide supplemental information as
needed at the request of the USACE or DWR.
Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.
Property Owner of Record: Daniel Communities on Behalf of Arlington Family Offices
Property Owner Address:
Phone Number:
Email address:
3115 Timberlake Road, Suite 100
Vestavia, AL 35243
Cell [phone]
[e-mail]
Property Location: Cashiers, NC 28717
Owner/Managing partner Signature: SQ=
Owner/Managing printed name: Owen Schultz
Date:
February 5th, 2019
32 Clayton Street
Asheville, NC 28801
Phone: [phone]
www.cwenv.com

Preliminary ORM Data Entry Fields for New Actions
SAW — 201. - BEGIN DATE [Received Date]:
Prepare file folder --I Assign Action ID Number in ORM FI
1. Project Name [PCN Form A2a]: High Hampton Dam Maintenance
2. Work Type: Private ❑✓ Institutional ❑ Government ❑ Commercial El
3. Project Description / Purpose [PCN Form Bad and 133e]:
The purpose of the proposed project is to conduct dam maintenance work and replace water intake
structure for irrigation purposes.
4. Property Owner/ Applicant [PCN Form A3 or A4]:
High Hampton Resort LLC
S. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: 3
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location -Coordinates, Street Address, and/or Location Description [PCN Form Bib]:
35.097222, -83.082222, 3 Sheep Laurel Rd, Cashiers, NC 28707
8. Project Location -Tax Parcel ID [PCN Form 131a]: 7571-96-2365 and 7581-28-1691
9. Project Location —County [PCN Form A2b]: ,Jackson
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Cashiers
11. Project Information -- Nearest Waterbody [PCN Form 132a]: Fowler Creek I Hampton Lake
12. Watershed/ 8 -Digit Hydrologic Unit Code [PCN Form B2CJ: Chatooga River 03060102
Authorization: Section 10 ❑ Section 404 F-1 Section 10 & 404
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 3
Regional General Permit #
[] Jurisdictional Determination Request
Pre -Application Request
Unauthorized Activity
Compliance
No Permit Required
Revised 20150602

fackson County, NC Detailed Tax Parcels Report Thuxsday, February 28, 2019
THIS IS NOT A SURVEVIFTFis map
is prepared for Inventory of real property within
lackson County. It is compiled from recorded
deeds, plats, and public data records. Users of
this map are hereby notified that the
aforementioned public information sources should
be consulted for verification. Jackson County or
any County representative assumes no legal
responsibility for the contents of this map.
♦
`l.r:ol
- F
a
. 4 :# :aat6 nFaxnw ca DOT. hay. HEW Liwm, MFLWWJD N%% -U=
)wner 1:
HIGH HAMPTON RESORT LLC
)wner 2:
'hysical Address:
3 SHEEP LAUREL RD
'roperty Description:
HIGH HAMPTON RESORT
lccount Number:
179292
'IN:
7571-96-2365
4alling Addressl:
DANIEL COMMUNITIES CONTROLLER
flailing Address2:
3104 BLUE LAKE DR STE 200
:ity State:
BIRMINGHAM AL
5p Code:
35243
)eed Reference:
2191/1486
)eed Date:
2017-06-30 00:00:00.0
ales Price:
$11,650,000.00
ssessed Acreage:
219.52
lap Sheet:
7571.02
lat Reference:
22/123-136
ire District:
CASHIERS 5 MI
.ppraisal Neighborhood:
HIGH HAMPTON
leighborhood Code:
07033
ownship:
CASHIERS
ownship Code:
07
otal Building Value:
$2,499,240.00
and Value:
$2,107,390.00
otal Value:
$4,606,630.00

Jackson County, NC
Detailed Tax Parcels Report
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Detailed Tax Parcels Report
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Thursday, February 28, 2019
K. �w
Stale W Neth Cadlna UOT, Eari• FARE, NGRE WP, W USM
*WARNING, THI5 IS NOT A SURVEY!* This
map is prepared for inventory of real property ,;, it A
within Jackson County. It is compiled from
recorded deeds, plats, and public data 3� l,l
records. Users of this map are hereby notified *'
that the aforementioned public information
sources should be consulted for verification.}
Jackson County or any County representative
assumes no legal responsibility for the
contents of this map.
Owner 1: HIGH HAMPTON LAND LLC -
Owner 2:
Physical Address: 3 SHEEP LAUREL RD
Property Description: HIGH HAMPTON
Account Number: 179371
PIN: 7581-28-1691
Mailing Addressl: DANIEL COMMUNITIES CONTROLLER
Mailing Address2: 3104 BLUE LAKE DR STE 200
City State: BIRMINGHAM AL
Zip Code: 35243
Deed Reference: 2191/1498
Deed Date: 2017-06-30 00:00:00.0
Sales Price: $12,156,500.00
Assessed Acreage: 703.22
Map Sheet: 7581.01
Plat Reference: 22/124-136
Fire District: CASHIERS 5 MI
Appraisal Neighborhood: HIGH HAMPTON
Neighborhood Code: 07033
Township; CASHIERS
Township Code: 07
Total Building Value: $0.00
Land Value: $1,664,180.00
Total Value: $1,664,180.00

ot wALz9 Office Use Only:
gCorps action ID no.
Y DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: ❑ Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes NX No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑x 401 Water Quality Certification — Regular Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
For the record only for DWQ
For the record only for Corps Permit:
because written approval is not required?
401 Certification:
Cashiers
2d. Subdivision name:
High Hampton
❑ Yes Q No
Yes
❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
3g. Fax no.:
nla
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
❑ Yes
® No
or in -lieu fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
❑ Yes
p No
below.
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? I
❑ Yes
® No
2. Project Information
2a. Name of project:
High Hampton Dam Maintenance and Water Intake Structure
2b. County:
Jackson
2c. Nearest municipality /town:
Cashiers
2d. Subdivision name:
High Hampton
2e. NCDOT only, T.I.P. or state project no: I
nla
13. Owner Information
3a. Name(s) on Recorded Deed:
High Hampton Resort LLC
3b. Deed Book and Page No.
2191/1486
3c. Responsible Party (for LLC if
applicable):
nla
3d. Street address:
3 Sheep Laurel Rd
3e. City, state, zip:
Cashiers, NC 28707
3f. Telephone no.:
828-743-2411
3g. Fax no.:
nla
3h. Email address:
nla
Page 1 of 10
PCN Form —Version 1.4 January 2009

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.-
ip:4f.
4f.Telephone no..-
o.:4g.
4g.Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Ms. Anna Priest
5b. Business name
(if applicable):
ClearWater Environmental Consultants, Inc.
5c. Street address:
32 Clayton St
5d. City, state, zip:
Asheville, NC 28801
5e. Telephone no.:
828-698-9800
5f. Fax no.:
nla
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
7571-96-2365
1 b. Site coordinates (in decimal degrees):
Latitude: 35.097222 Longitude: -83.082222
1c. Property size:
219.52 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Fowler Creek/ Hampton Lake
2b. Water Quality Classification of nearest receiving water:
B; Tr:+
2c. River basin:
Chattooga River 03060102
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:
High Hampton 18 -hole golf course opened in 1928 and has three separate dammed lakes on the properly. High Hampton Lake is used for irrigation
as well as recreation. The surrounding land use consists primarily of the residential and commercial developments surrounding the High Hampton
community.
3b. List the total estimated acreage of all existing wetlands on the property: 27.57
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 37,265
3d. Explain the purpose of the proposed project:
See Supplemental information.
3e. Describe the overall project in detail, including the type of equipment to be used:
See supplemental information.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑ Yes Q No ❑ Unknown
Corps or State been requested or obtained for this property 1
project(including all priorphases) in thepast? Comments:
4b. If the Corps made the jurisdictional determination, what type ❑ Preliminary ❑ Final
of 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.
5. Project History
5a. Have permits or certifications been requested or obtained for O Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
See supplemental information.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittentINT ?
( )
3e.
Type of
jurisdiction
1. Impacts Summary
3g.
Impact
length
(linear
feet)
S1 T
Fill
Fowler Creek
la. Which sections were completed below for your project (check all that apply):
❑ Wetlands © Streams — tributaries ❑ Buffers X❑ 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.
35
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
. DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Fill
Choose one
YeslNo
-
20
W2 -
Choose one
Choose one
Choose one
YeslNo
-
W3 -
Choose one
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Choose one
Yes/No
-
W5 -
Choose one
impacts
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
zn. 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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittentINT ?
( )
3e.
Type of
jurisdiction
3f.
Average
stream
width
(fes)
3g.
Impact
length
(linear
feet)
S1 T
Fill
Fowler Creek
PER
DWQ
35
30
S2 T
Fill
Fowler Creek
PER
DWQ
30
30
S3 T
Fill
LIT
PER
DWQ
20
30
S4 -
Choose one
S5 -
Choose one
_
S6 -
Choose one
3h. Total stream and tributary
impacts
90
si. t_;omments:
S1 - High Hampton Lake. S2 - Jewel Lake. S3 - McConnell Lake.
S1 - S3. Temporary gravel pads may be installed in and around the stream immediately downstream of all three dams to aid in stabilization of
temporary scaffolding for concrete work on dam walls.
Page 4 of 10
PCN Form —Version 1.4 January 2009

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
Yes/No
impact number
(if applicable)
Type of impact
Waterbody
Area of impact (acres)
Permanent (P) or
5f. Total:
B3 -
type
Temporary T
B4 -
01 P
High Hampton Lake
Dredging
Lake
0.01
02 T
High Hampton Lake
Other
Lake
0.03
03 P
High Hampton Lake
Other
Lake
0.01
04 -
6h. Total Buffer Impacts:
Choose one
Choose
4f. Total open water Impacts
0.05
An r'.nmmonfa- 01 Mlgn Hampton ia e wi adrawn Own and dreagedof oolleffe-U-s-emiment MiKerial Eu allowfor valve
repairs. amo
equipment will require a temporary access road. 03 - A water intake structure will be maintained and replaced for irrigation.
5. Pond or Lake Construction
If pond or lake construction proposed. then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
Yes/No
P2
Choose one
Yes/No
5f. Total:
B3 -
YestNo
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
51. Expected pond surface area (acres):
6c.
Reason for impact
5j. Size of pond watershed (acres):
6e.
Buffer
mitigation
required?
5k. Method of construction:
6g.
Zone 2
impact
(square
feet
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 fnrm_
6a. Project is in which protected basin?
❑ Neuse Tar -Pamlico Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
61 -
Yes/No
B2 -
Yes/No
B3 -
YestNo
B4 -
Yes/No
B5 -
Yes/No
B6 -
YestNo
6h. Total Buffer Impacts:
01. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
ia. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
In order to maintain proper dam requirements, repairs are necessary for all three dam at the High Hampton property. In order to minimize impacts, the
project was designed to utilize spot repairs where necessary, instead of a full dam replacement or entire wall repair. The water intake structure
replacement was designed to have minimal impacts on High Hampton Lake by utilizing an irrigation company who specializes in intake structures built
with lasting and appropriately sized components.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
For the concrete work, scaffolding with a minimal footprint will be utilized to conduct the repairs. Any gravel pads installed to assist with the
stabilization of the scaffolding will be temporary and removed once the work is complete. The site will be returned to the original condition. For the
lake dredging work, a track -hoe will be utilized for removing sediment accumulated. The machine will require access into the lake bed and will
minimize disturbance by utilizing only one access route. Please refer to Appendix A for more information.
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
f impacts to Waters of the U.S. or Waters of the State?
12b. If yes, mitigation is required by (check all that apply): I ❑ DWQ ❑ Corps f
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
3c. Comments:
1 4. Complete If Makinsa a Pavment to In -lieu Fee Proaram I
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
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:
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.
Page 6 of 10
PCN Form —Version 1.4 January 2009

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 Yes Q No
buffer mitigation?
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.
oc. t5a. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 I 1 13 (2 for Catawba) I I
Zone 2 1.5
Of. 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 7 of 10

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
within one of the NC Riparian Buffer Protection Rules?
❑ Yes © No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0.001%
2b. Does this promect require a Stormwater Management Plan? ❑ yesX❑ No
2c. if this project DOES NOT require a Stormwater Management Plan, explain why:
The project will not require less than 24% imperviousness to the area.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisro'ect?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ 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 ❑X 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 8 of 10
PCN Form - Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federallstatellocal) funds or the
❑ Yes © No
use of public (federal/state) land?
1b. 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
El Yes ❑ No
(North Carolina) Environmental Policy Act (NEPAISEPA)?
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
letter.)
❑ Yes ❑ No
Comments:
12. 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 ❑x No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after -the -fact permit application? I ❑Yes XO No I
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
High Hampton Country Club was issued a notice of violation on January 7, 2019 (NOV-2018-SS-0052) for unauthorized stream and wetland impacts
an area unrelated to the project currently being applied for in this Pre -Construction Notification.
The NOV is being addressed with an simultaneous NWP 27 that is being applied for after -the -fact and reapplication of the Individual Permit.
3. Cumulative Impacts (DWQ Requirement) I
3a. Will this project (based on past and reasonably anticipated future impacts) result inElyes Q No
I
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) f
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the pro osed project or available capacity of the subject facility.
No waste wa er is generated from this project.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
El Yes No
Q
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
FWS county data and Natural Heritage Program GIS data. Additionally, CEC consulted the FWS's "Northern Long -Eared Bat Consultation Areas"
for Jackson County. The project is not located within an area with any known occurrences of hibernation or maternity sites.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystem IMS. impact will not occur in a marine system.
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 ❑X 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?
National Register of Historic Places records maintained by the NC State Historic Preservation Office (SHPO). It is the opinion of CEC, that the
proposed repair and maintenance project is not likely to threaten the integrity of nearby historically regulated sites.
18. Flood Zone Designation (Corps Requirement)
18a. Will this project occur in a FEMA -designated i00 -year floodplain? I ❑ Yes © No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping Program. Map panel 37007571 00) (effective April 19, 2090).
P CIPmeel- tqr&e_
Applicant/Agent's Printed Name
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10
2% 9%/S'
Date

Figures

11
High Hampton Dam Maintenance
Cashi
C a s h I e r 5�-
W !Ik
McConnell Lake
Legend
High Hampton Property Boundary
High Hampton
Property Boundary
iLlk� W
F ,
N
U
High Hampton Lake
Jewel Lake p
AIPPO, f, -4
07
Dr D #ft
A.7
Goof Club
N
0 0.25 0,5 1
9 Miles
Drawn by. KAY 2.27 % crc ft*a#- 91 s
Jackson County, GorMter Site Vicinity Map
North Carolina 32 Clayton Street Figure I
Asheville, North Carolina 28801

High Hampton Dam Maintenance
now
. ■ ,Af YE �-
I
M I I
t s M
High Hampton
Property Boundary
41 t'
•A •* McConnell Lake 6/ f
; \
�,r� High Hampton Lake '
' - I�
Jewel Lake
,
a
N
Legend ':
0 0.25 0.5 1
; High Hampton Property Boundary _ Miles
1C..;;I ' 9
Le
Jackson County, �r V ve r USGS Topographic Ma
P
North Carolina Cashiers Quad
32 Clayton Street
Asheville, North Carolina 28801 Figure 2

High Hampton Dam Maintenance

' • k.i yam,. "'� !� l�Hfgh Hamplof
prop" s ■
ur+
AA
r6 Mh�
4F _
S • s s
00
1

Engineer Drawings

CONCRETE DAM REPAIRS:
HIGH HAMPTON LAKE, JEWEL LAKE
& McCONNELL LAKE DAMS
CASHIERS, NC
STRl1LRWIL N3TE5
IN
THE PRO'VPEI DIWNYNa ARE UNITED TD THE [IFNs SPECLRm PHRASAL. ND TAKE S ASA
WN ,Alp NOPE SHOULP BE
NFE DIES EEfARDWG 0R EFERE ECAs OF
EX SIPVCTURE, E I TEM s mcIn RES TAIENA$ A WHINE ANYPB.SOOAIED
REMmIE9 EXPRESSED OR IEMREI'AED ME E(MVSIVE ED RALE TEM6 SPECFlED HHEEIw. N) WNUNNIYS EWPP$m OR
IMPLIED.
Z. THE ORAUNISCONTANED PEIEN,IN-WM0IE 0RN8ART, REMAIN THE PROPERTY OF NEMLOCK&A450C(ATES
ENOTNEERWG PA. THE OMWINGS MAY NOT EE USED TPANWMM OR REPRODLKED FOR ANY RWDERODER THAN THAT
sPER]FIED RICIN THE PIGWIN6S NTTFIOIIT W WI REN [0l6HIf FROFI MEDLOCK MA4VCATE5 ENGINEERING, PA
ALL KORA SHALL BE 1w AOCCROANCE WITH THE CURRENT EDITION GEMS INTERNATIONAL OOLDIMGCODE, AS ADOPTED
Aro swPlaETn®BTLaw. Rmunaxs.
4. YER[FY ALL 01N9N5}0N59EVA170N$JN7S[TECONDCIOfIS PI00R l0 START OF C015TNIlCR0N.
5. NTUYTHE ENILEER OF ANY DS0RBNV0ES 0R DYL0NSSSlENSES
L NO CIVNGESTOTHE INFORMATION SHOOANON THE DRAK"ORSUB6RTUT0x50F MATENA33HKLLNE HYDE wnm1UT
TIE SP�gC KITTEN A°RtwAL 0F1HE ENLONFER.
DESIGN INFORMATION SHOWN ON THE DRAWINGS PROVIDE OVERALL DIMFNE3OW L PARAMETERS AND DESCRIBE ELEMENTS
M BE C0STRUCTED.
B. THE ENGINEER 5HIAL BE NOTIFIED OF ANY PROPOSED MTT0CCATIOS.
9. DEMOLITION 3WIL NMUDE RVM AL, TRANSPORT AND DISPOSAL OF ALL WASTE MATU44 RELATED TOTES
WNSTRIATIOPI OF ME aRD1ECT TO AN APPROVED Pi CFL1IY.
N, CONTRACTOR BNWL ATTEND PRS -IOD MWBRE'KP ON SITE TO REVIEW COIEMNS W( EOR. GATE TOO BY OWNER
IEPFESENTATVE.
® DESICH Lpnos
HYDROSTATIC LOADS:
FUND PRESSUR.........«.«....... .... .._...... ._....... _....__.._..._ 67 PCF
VAM LOADS;
BASIC MD WEED ....... _........ _... _.... _.......... _.,-...... 90 MPH
1. ALLORIXTAAL CEMENTS DF MBD TOSUSTAIN SPE[3FIEI DEsim LOADS IN COMUMTION Sam TO PRODUCE THE
M0STCRCT0M,CONDMms0
L MERE CONFLICTS OCCUR BETWEEN N0IES M DRM24W THE C0NTINIDfO1lSHLL1 NDTPROMED W M THE AFFECTED
W= LNMTHE STRUCTURAL ENONEER ISSUES CLARIFICATION.
3. MSsTRICJRAL CONTRACTORANSNOS SHALL NOT BE USED AS TEPATEs FOR SWOP DRAWINGS UNLESS EPLICIT
APPROVAL N FROYIDGI BYTE STRUCTURAL ENGINEER IN AOVMNCE OFAm ANMCTAI$. SUBMCTA,H RECENEO MArmVE
SUED TE 0RAWUM WITIPUTAPPRMAL WILL RE REN CfE0 WITHOUT REVIEW.
[H� DONwrrE REPAMS
I. WORK SHALL CD'FON TO THE LATEST mmIS OFAC SPECE-TCAT0S FCR STRUCTUR0L CONCRETE FFOR RULMAIGS VM
301) AND BUI DIMGCDDE REQUIREMENTS FOR REINFORCED CONCRETE (AC 3N3.
L CONCRETE REIFORCEMENTBAFe, SHAUfgIFDBMT0ASTMABl5,GR1DE®. REUIFC ERDFSIGNATEDAS00NTM)01S
SHALL IAP S7 BNR DUAETE0. UNlELSNUTED OTHERWISE. PROVIDE 3^MREMOMOONOdEIECOVERTOREPWRMMEN
KHEII CONCRETE S RACED AGAINST FARM, 1 W MNMUM COVER EUSEWHDIE IRAE55 OlHERK'ISEUICHED.
REINFORCEMENT NOT NALY ENCASED BY CUNCRETE SHALL BE EPDXY COATED.
3. PROPRIETARY REFAR PR0DIICIS:CONTRACTOR SHALL PROVIDE SIAMTTALS FOR AIL PROMACTS SPECIFIED. SUBSiITUTIOPC
M BE APPROVED BY COR PRIOR TO INSTALLATION;
A} REPA1RN0IEARS:
1) SIGH 211 SCC FLUS
2) SIVA SDYCEM 133 (NA: I�O ONLY)
B) BOPPING PRMEIRREBEORCEiMENT C0RRVAm MIOTECHON:
1) BKA RSEA ANT ESTEEM
L7 CRAG "PARSEALANT31 W410
PASTE
3) SIKA SHAW RSA HEMP NEL
W 1
I)oTACECN DROIT
U sM1usISUKLAFu HN HrPRDPHIuc
REPAIR MORTRS SEAL MEET ME FOUDA 0O0NEN'P AND PERFORMANCE mQuIREEms:
A) MINIMAM OOMRESSNE STRENGTH (rc) AT 2B DAYS:
1) SSA 211 PLUS- 6,000 PSI
2)SIM SIKACEM LU; 7,500 PSI
E) WIC PA710: PER MANUFA:RI sIX
Fax:
N) MAXIMUM! NOMINAL AGGREiSATE SIZE: PIA
I)FRE AGGREGATE: MIA
AER: WATASTM CRT AND POTAEIE
10SLUMP: MIA
LI ARC ENTRAMN .. N/A
M CONTRACTORS -ALL REFERTO MX SPECIFICATION MROYIDED BY MANUFACTURER TO VERITY MX CONTENT
CONCRETE WAI RPMCmURE:
A) SPALIIDIIMNIINTm CONCRETE REPAIRS!
L) HAMMERS0GNI 5UAFACE OPCOAiE'IETO IETERMINEEXIFNEGF DETEODTATRRL MARK t DYJES BEYOND
DEIFNOAATNN 70 DuzwTE POM4MR OF REPAIRAEA M EXTENTPRACIICAL, MAX M2E LEIAM OF
C0N0NU0U9 ERAIGNELRES WI MUI4AINUMER OFLONNERS WHEN MA KI NS PERPETEI. VERIFY EIOENF OF
REPARAREA W EOL
23 SAWCR.4IM0N ICO C04MM AT PEUMETEA OF REPAIRASA VEEFY [IEPTM M EIYORaM pEORTO
SWAVJMNG. AEUUSTDEPM M REWDM AVON DWWE TO RENawaWI
3} OHP AWAYCONCEERE TO SOUND SUBSTRATE, MIPERUM DEPTH OF 11MCHBfi, MANPWI OATH OF INE -HALF DAA
WALL TH0.IKIESS REMOVE 314NCH RAD14LLY AROW EGUSED REINFORMA FIRST MT TALLY. USE HAND+ELD
ROTARY HAMER, DEMMTCON HAMMER OR sIMDAR MEANS TO REMOVE CONOLETE, TAE pYff TC AVOID IAWAQ
TORENFORM43.
4) USE CORE RUSH TO REMOVE CORROSION FROM REINFORCING 11(ZH IESABE WASHWITH CLEAN WATER AFTER
MECHANICAL CEANIN IL
SI PREPARE suBSTP m FOR APPLLCATON OF REPAR MORTAR. REMOVE AL DFOAVOMTET CONaelt TNI, OL,
CREASE, AND ALL MATIERMS FROM SURFACE PROVIDE EXPOSED A&[RECATE SURFACE WITH A
MIN RIM SURFACE PROFILE PER MANIUMMAER SPETIIGnOS. SATURATE SURFACE WITH CLEAN WATER ANO
PROVIDE SATURATED SUFFACE DRY MSU) SURFACE WITH NO STANDING WATER CURIE APRICATON.
5) HN'D APPLY B0ND1IP AfI:NflAMSNR905C0iN COATING TO EXPOSED AND CLSWm AIDPoRQNG
7) INSTALLREPAR APRTpR PERMUAIFKMRER55Ri1ECATIONS
8) MOIST CURE USRE ABSORPTIVE COVER (AAWPD M 152 BURLAP) OR Iro151ARE-RETAaRP CABER (ASTM C 173
POL'IEINYLEE FBM) PER W IEOOMFINPATNNS FOR PORRAN O CEMENT. MOIST CURE MR 7 DAYS MINIMUM!
PRIOR70AW1=10 N OF SEALANT IFODUCT.
9) AFTER REPAIR MORTAR HAS ADEQUATELY CDRED, APPLY SFAIAMP MIXXT PER MANUFAL7IRER5 WFUITEN
SPECFICITIONR:
0 AT UPSIREAKIWATERUIEREPARS: SIX4TOP SFA1,407 FLE0BLE(EMENTiT[VUS KXIEPPR0TF1RTi S,0RY.
WRY 2 COATS MNMW T04 RASES BEYOND PERNETER OF REPAIR AEA EXTEND OVER TOP SURFACE OF
DAM.
h7 AT DOWNSTREAM REFARS: SC41GARD NA PENETRATING SEALER. APPLY TO ENTIRE 00KNS1MFNM FACE OF
IAM.
CCNCRFlF REPAIRS (CXWDI
DRAWING INDEX
PAGE DESCRIPTION
SO.1 COVER SHEET, DRAWING INDEX
51.1 CONCRETE REPAIR ELEVATIONS
52.1 CONCRETE REPAIR DETAILS
s.
8) [314CER®AIRPRGCGDIIRE (CONFO)
0) RACK REPAIRS:
1) D*VNE FACE OF CAM AND PHYSICALLY MOI CRACKS N MCESS OF m MILS IN WIDTH mook THOSE WI
6R0RE5mJCE, EVMENCE OF WATER SFEPATF. MMY EXTENT OF CRACKS DESIGNATED FOR REPAIR WN EOR.
2)QUIP 0Fi EFFLORESCENCE AL0NG LOOSEN OF CK0.CK TO REVEAL CONCRETE SUBSTRATE
3) SEAL SURFACE OF CRACK WITH CRACK REPAIR PASTE PER MANUFACTURERS WNTTEN INSTRIICTIOS
4) DRIUL 5/0 -INCH DIAMETER NOES ALONG SIDE OF MACK AT 45 uECREE RARE. SPACE HOLES AT APPW"YELY u
[N]aEF EDN [BOER RtAFI DRILLED HOLES WITH WATER TO REMOVE DEBRIS AND DRRL DUET, INSTALLIHIEC ION
PORTS.
S) WEC'T PORTATLCARSTHME¢ORVERTICA,CRAC$) ORFTRST PUaBLU L CLjRVI R H,3UMMAL 0ACS).
CNEC ` CEIICAL Clh) PFR MMFACNREW$ WRTTEN IPCRUCNC46. WKMPJE INXCFM UffM GROUT
PPPFARB AT AWACENT HOLE PETER C0RLET W MMCT06 AT 4HMM RETURN M FRSTHOLE AND RFPFAT
PROCESS.
6) CUTOLP INECTION PORTS AND OENO SEALANT PASTE FLVAH #ATH CONCRETE SUBSTRATE
CI CCMSINEO REARS;
1) TO BE PERFORMED NHERF CRACK MEETING REPAIR allEWA PER(S)RR)(I) PASSESTHROUGN UEIETDORATED
CONCRETE DESIGNATED FOR REPAIR PER (SHAH!], OR WHERE SUCH CUM S REVEAm DURNGPREPARATION O
SUOSTRRM PER (S)(A)MI
4PREPARE SUBSTRATE MIO CERN REMPOFNUNG PER(s)(Axi's)
3IDIECT CRACK PER (SxBxm)
IUSTALL REPAIR MORTAR AND F[MSH REPAIR MFA MR(5)(A)(7A)
C QUALITY ASSURA[E
A) INSTAU9RQUALFICAT0T5: AQWFIEDISTAlER"MEMPWYB0HPRa PERSONELQLAlIFEDAS
Aa{EInMEDFIATWOWTECNICT MDF HBRA ASIPERYISCRRRp SMAD-0RTF¢DCMU( ER
F ATWOLKTECNdCPN.
11 SMOICCETEISCALLERQWLIFICATOE:AQUALlRMINSTA MWMOFWLOYSO✓PROTECTPESONELQU FMMAS
AMkRTIFIED NOZaEMVN AW A SPERV(SOR WHIN IS AN Aa-CEBRE6NEL
WNEMAI.
Cl TESTP♦G=QWLIFM%TIONS! PN ISpEE1pENTAGENC/,%TEpfARETDA1L11pR]TESINAV(ryG JLRjSP$CrtOR
QUAlFlm ACCDItWNGTOASTMCI077ANOASTMC3AB FOATESTNSI LErATED,AS DOLINMEWEU A[CORDIN6 TO
ASTM E 541.
i. FDDETaM YCON(ROL:
A) RESTING PASI'DPEL'f UE EM:0.ff AQ1N.ILgED lESIINGAND INSPECfINGAGECY TO PERFORM LEETS AHC
CHONCRET0TE MIO TO SUEMT COMPREPOR5.
B} CONCRETETESTS:TERTIUS OF OTMCSaESAMPLES QUI FRESHREQUIREMENTS: CON]ETE GRINNED ACCORDAG 1015TH G172 SHAT
BE PEPfOPMEPACWPDNYGI0THE SA SAMPLE
FORliACHMYS:
11 ZS CU OR MA TICOMPOSITEMESAIPLE POR EACH GAYS POUR OF FACT MIO, 8115 ONE SET FOR EACH ApOITf0YW1
25CURDOR NT EST Sf THEREOF.
CCARgS$IONTESTSPEtlAEN5: ASTM WI. CAST ANO LABORATORY CURE INP SETS OF STANDARD CYLINDER
EOM ME15 POREACHTHPo SMG41
31 ONESET FTI5FAENGINIESAT AS IM WP. TEsCpMESFT OF 1YlO1MYMlDAYtLWID SPECRENS Af iDAl3 uo
ONE 4T CE TAD EPFCIMpS AT ffi DAYS.
al AECIMENS OBTAINED
BTAI ED FROTE5G3HML BE T1EAVfltA6ANDTESTE ATAENNGm FR0. SEE0 TAD
SPECIMENS OFE0GH CONDFROM SASE COCRETE MOM ILLESATISFE[ORYF EDp AVERGEOFGE IEO.
&NI BIGTH TESTS EQUALS 0A EXCEEDS SPECIFIED mWPRESIIVEE STFIE G'D�MNNO CONSECUTIVR
C0MPRISSLVEiTMYDHS TEST VALUE FALLS BMW SPECIFIED COMPRESSIVE STRENGTH SYMONE TH N SOC PS1
C) CRACK REPAIR TESTS. CONTRACTOR"" L PROVPE i-RNCN X '"'MCH LONG CON[RE'I COPES FROM CALIX REPAIRsro
EOR FOR MEOW
1) RIEVEN.Y:0NE C0M SAMPLE FOR EVERY 25 LINEAR FEET OF COMPLETED G=REPAIIS
2) CORE SAMPLE SNAIL DEMDKGIMM PULL PEHETRATI0N OF REPAIR GR0UT AL0N0 YIm3H MIO DEPTH OF WAG.
D) ADDnmN A.TEsTIw AND INSPECTING AT CONTRACTORS EYPEfEF WILL BE PERFORMED TO DETERMINE
COPLwNCEWRUVZM0RADDMOWLWORKWITHs FREDIBMBENTS,APMCORuiTDERCTEKJESN
THEKRMKTDWT=RBORTSAro DPJW OSNDIMTEDOSNOTOOWI.YWCM7HEC0NIRA0T00CUPENTS.
REPAR MOD -UPS:
A)[0HIPALT0RENMIREPAREAM0a6UPF0REPCi RrTARTYPE FER(1}(A)ME(11(D) FOR REVIEW RYECR AND REPAIR
PRCDUCTMAN.fACTiRtei'S PEPRESENTA-ERNE. MOCK-UP FORRMAR TYPE (6)M S N OTREQU[RED. MNNMUMI
F,BQI1RE59M FOR NIDIIPS OF EALM REARTIPE:
1) DETERIORATED CONRET'4(5)(A)i F0YSHm REPAIR THROUCI STEP (8)(A)(71 MINBMM IS V. 3�ESS
REPAIR 711R0UCH STEP(63W(sd M M14 S SF ADDTRONAL
2) CRACK REPAIR (6(B): MISHEO REPAIR MROIDCH STEP (E)[M), MBDMIIM 10 V. M0IX41P SHALL
DEMONSTRATE W=ON PROCESS.
tYRPx ABeREVNnavS
AB. ANCHOR BMT
ARCH'L
AR0d1ECTUR L
RR
B.P.
BEAM
BASE RATE
BRG
BEARRRG
BSMT.
BASEMENT
RIM
BOTTOM!
BTR.
BETTER
C.U.
CAST IN RJg
C.I.
CONTROL 0R CCNSTRUCHIN 30NC
CLI.
CLEAR
CMU
CONCRETE MASONRY UNC
COL.
COLUMN
COMP.
CONC,
CONST.
awns iE
CONCRETE
CONSTRUCTI0R
CONT.
COORO.
CONTINUOUS
COORDINATE
OFT.
DEFAE
WA
DIAMETER
CNG
0RAWING
ER.EXPANSION
BMT
FPR.
EDGE OF BLAB
E W.
EDGE OF WALL
EQ.
EgUOL
ELEV.
(Fj
ELEVATION
EXISTING
EW.
EACH WAY
F.F.
MDSlED FLOOR
ERA
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FTG
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0ALVANIW
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MANUP.
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NOM.
N.TS.
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P.C.
PL
PREFAB.
P.T.
REF.
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TYP.
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VERT,
WT.
W.W.F.
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HEADED STUD
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MAXIMUM
MECHANICAL
MANUFACTURER
MEOMUM
NOMINAL
NOT TO SCALE
OPPOSITE KAM
ON CENTER
PRECAST OR PILE CAP
MATE
PREFABRICATED
PRESSURE TREATED
REFERENCE
REINFORCEMENT
MAR SPUR
SIRIDCIIIRAL
TOP OF s(ABI TOP OF STEEL
TOP OF WALL
TYPICAL
UN OTHENYISENOTED
VERIFY IN Fiab
WELDED WIRE FABRIC
DAM LCCA71M
HIGH HAMPTUN LACE DIM
)SNAFU LAKE OAM
WC0 HELL LANE DAM
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0L T—
_ 1 CONCRETE REPAIRS AT WATERLINE - ELEVATION
SPALWAY
�\ ` SANY31i a" DEEP AROIMD MOWER OF
X) C= REPAIRAM'3 t EEKMDFxIENTOF
DEf9QORATEDCDAC. M SMNTPRACTXV-
MAfM@E TEWM OF ORETMD0IW STRMCiIT
ul W} RRIdMELNIIMRER OFCORNFAS mm
A SAWCNTIREG PEUPEML
2 CONCRETE REPAIRS AT DOWNSTREAM FACE -- ELEVATION
451- SCNEV2'=1'-0'
NOTES
L) E YAM AETITMENTIS) AS PEQD TO
MWLEM CONCRETE AEPAMIS AT WATgW NE,
2) DETEREORMEUCOMQIETEINCLTIoESAREAS
M SPALLDiO MD oElA1T WATED CONCRETE
3) COMRACTORSHALLDEMMPEEMEwm
OELO MMuLb CONCTrE TE MY WWNER mLRDIN0
ORMMR REONNIMMEMW-
4) CONTRACMR$MM.LMAMAT][TP W
DEMRWRAiEo CONCRETE m SL.RFACE OF DMT
AID REVIEW WI EOR PRIOR M C01fnFN@G
TEAM
S}
T
TEOQVE0,12,704!,L"
LY,' C(INTPACTOR
REPADLS$WT1000tr1EPEAWE3):
KGH HAAKE: SF
EW6ILAkLaFME
FIOTES:
1) OETEAIDRATEDOONCRE' INaMDESAREAS
OFSPMIMANDDEWHD MCOFMM,
2)03K7WRM'H4 DEIST EPATENT OF
DELAMMMTED MNCWM EYNMf+ERSOONOMG
OR SIMM MEOINITUL MEANS,
3) Oa111RALTOR SHALL M EAIENr DP
COMM
AD RIOPATEDCONCRETE OM EOPDAM
MD RBERYY WI EOR PRIOR lb CaMT1ENCING
PEPAIRSN
4) T:'S MQUANMYOFDDW TPEMI
Zr&2.1 REPMRS (TDR CDST PSDMATINO OKr
COMPACTOR $MQL OETEWC IN FLEW PER
T10IE 2):
Af IEOM�LAME:Mw
R) XWEL LAKE: o
C) � INE: 120 SP
5} EMMATFDQOMiOTNCFNj MREPAIRA
[110 "D IN NOTE 4.
7MCAL OMn OFW ATHIOH dMmN TAKE CMA. DONPWDEAM
TYWCAL CfYDTRONS AT MrLmwptLLl S3}_{ljSy 11F�
TIPICM CQDMR ATMc1 MEL WE R4M WATERLME
to
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zd
7
W
Y � E
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o En
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8=
C=} z J
2 zzQ W
i�
�3 B
a¢
M
-4 ,--i
Z ar a
U} Z A
N NEO
- CPAD1 LAKE TO LEYEL ABQDTO RELFN,
FULL EKTEMOF OETEUORATEO LONG AT
IIPSIIlENA FACE AID PROPDE SIMilOFNf
CIEARNY[E Wk REPMR WORK-COORWNATE
DRAPdACf N7 DTIi9t TAAPFS.
[dC:. DAM
l
y
`- SAWCVTM4" DE[P NiPDENT O R OF
REPAIR AREA, 3" t BEY.. DFD E
OEIEAIORATED CaCC m EKIEn NT PRACR[M,
MY+QMZE LENDOI OF COMIMLIMS STRAIGKr
LINESWjA MRLNM OFCp51F M*N
SMEMINSPEN[NEIER.
--
A
_ 1 CONCRETE REPAIRS AT WATERLINE - ELEVATION
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HIGH HAMPTON DAM REPAIRS
HIGH HAMPTON COUNTRY CLUB
JACKSON COUNTY, NORTH CAROLINA
DRAWING SET CONTENT
SHEEP NO.
SHEET TITLE
G1.0
COVER SHEET
C -2A
NOTES SHEET
C -3A
SITE PIAN/PROFILE
UAIA MULK
PROPERTY OWNER
HIGH HAMPTON RESORT, LLC
3 SHEEP LAUREL ROAD
CASHIERS, NC 28717
CONTACT PERSON:
OWEN SCHULTZ
VICE PRESIDENT - HIGH HAMPTON
DANIELCOMMUNRIES
OFFICE:828-743.6762
CELL, SZO-506-MM
DESIGN PROFESSIONAL
WALT DINIOOLA, PE
ANCHOR OEA OF K PLLC
231 HAVAWD STREET
ASHEVILIP, NC 28801
WYATT EI, PE
WEDSELGANCHORFACOM
MM 281-3350
PROJECT NAME
HIGH HAMPTON DAM REPAIRS
PROJECT LOCATION:
1525 HIGHWAY 107 SOUTH
CASHIERS NC 28717
PIN!: 7571-9fr2365
PROPERTY SEM 219.52 ACRES
VICINITY MAP
NOT To SCALE

GENERAL NOTES: (APPLICABLE TO ALL SHEETS
1. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF AN IMPROVEMENTS OR
TOPOGRAPHIC SURVEY.
Z ITIS THE CONTRACTOR'S RFSWNSRRUTYTO VERIFY ELEVATIONS IN THE FIELD.
3. PROJECT TO BE CONSTRUCTED IN 1 PHASE
4 ALL IMPROVEMENTS, MATERIALS AND METHODS SHALL CONFORM TO THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, LATEST EDITION, UNLESS OTHERNRSE NOTED ON THE PLANS OR SUPERSEDED
BY ANOTHER JURISDICTION HAVING AUTHORITY (JHA).
S. ALL PAVEMENT MARKINGS SHALL CONFORM TO NCDOT STANDARDS.
0. ALL TRAFRC CONTROL SIGNS RWL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES STANDARDS` LATEST EDITION.
7. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATKON AND PRIMARY
CONTROL ANY SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHAD.
HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY
MONUMENTATION DESTROYED BY THE CONTRACTOR SHALL BE REESTABUSHED AT HIS
EXPENSE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 74Y A) PREVENT ANY DAMAGE TO
PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. 03 PROTECT ALL
UNDERGROUND UTILITIES C.) NOTIFY ALL UTIUTYCOMPANIES AND FIELD VERIFY
HORMOMAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO START OF
CONSTRUCTION. NOTIFY OWNER OF ANY POTENTIAL CONFLICTS WHICH MAY DIST
BETWEEN THE EXISIING UTILITIES AND CONSTRUCTION PIANS.
9. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE NCDOT STANDARD
SPECIFICATIONS AND DRAYNNGS PEDESTRIAN AND VEHICLJIARTRAFFIC FLOW SHALL BE
MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS
RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON PROJECT.
10. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DUPING CONSTRUCTION.
PONDING OF WATER IN STREETS, DRIVES, TRUCK COURTS, TRENCHES, ETC. WILL NOT BE
ACCEPTABLE
11. ANY DAMAGES THAT MAY OOWR 70 REAL PROPERTY OR EXISTING IMPROVEMENTS
SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME CONDITION THAT THE
REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES THIS
RFS70RATION SHALL BE SUBJECT TO THE OWNER'S APPROVAL: MOREOVER, THIS
RESTORATION SHALL NOT BEA L49S FOR ADDITIONAL COMPENSATION MTHE
CONTRACTOR. RESTORATION SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING,
REVEGETATLON, REPLACING FENCES, REPLACING TREES, Err-
12.
TG12. WHERE PRESENT, CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER AND
WATER SERVICE ATALL TIMES DUPING CONSTRUCTION.
13. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES AND
ADJUSTMENT OF EXISTING SANITARY SEWERCLFANOLM WATER METERS AND ANY OTHER
APPURTENANCES TO NEW GRADE AS REQUIRED.
14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL, STATE
AND FEDERAL STORM WATER POLLUTION PREVENTION LAWS AND ORDINANCES.
15. PAVEMENT REMOVALAND REPAIR SHALL CONFORM TO NCDOT REQUIREMENTS. ALL
SAINcUTs SHALL BE FULL DEPTH CUTS. CONTRACTOR SHALL MAKE EFFORTS TO PROTECT
CONCRETE EDGES ANY LARGE SPALLED OR BROKEN EDGES SHALL BE REMOVED BY
SAWCUTTING PAVEMENT PPIORTO REPLACEMENT.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTANINGALL EROSION CONTROL
MEASURES THROUGH THE COMPLETION OF THE PROJECT AND THROUGH THE
ESTABLISHMENT OF VEGETATION SUFFIGENT TO PROVIDE EROSION PROTECTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY EROSION
CONTROL MEASURES PRIOR. -TO PROJECT CLOSE-OUT.
17. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO
VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL
REGULATORY AUTHORITIES.
16. ALL DISTURBED AREAS ARE TO BE STABILIZED AND SEEDED WITHIN 14 DAYS OF
DISTURBANCE UNLESS OTHERWISE NOTED.
1. UNLESS OTHERWISE NOTED IN THESE PLANS, SITE GRADING SHALL BE PERFORMED IN
ACCORDANCE WITH APPENDIX J OF THE NC BUILDING COD1E.
2. THE SURFACE OF AREAS TO BE GRADED SHALL BE PREPARED To RECEIVE FILL BY
REMOVING VEGETATION, TOPSOIL, AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING
THE GROUND TO PROVIDE A BOND WITH THE FILL MATERIAL
3. WHERE EXISTING GRADE EXCEEDS S:1(HORIZONTALWERTICAL) AND THE DEPTH OF FILL
EXCEEDS S FEET, BENCHING SHALL BE PROVIDED. A2-FOCIT DEEP BY 10 -FOOT WIDE KEY
SHALL BE PROVIDED AT THE TOE OF THE FILL SLOPE. REFER 70 NC BUILDING CODE SECTION
107 FOR ADDITIONAL DETAIL.
4. CERTIFICATION OF CUTAND FILL SLOPES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND SWILL BE MADE BYA GEOTECHNICAL ENGINEER LICENSED TO
PRACTICE IN THE STATE OF NORTH CAROUNA UNLESS OTHERWISE NOTED. ALL CUTAND
FILL SLOPES PROPOSED BY THESE PEALS SHALL BE 2:1 (HORMONTALWXTWAU OR
S. CUT AND FILL SLOPES (EMBANKMENTS) SHALL BE CONSTRUCTED IN ACCORDANCE WITH
NCDOT STANDARD SPECIWATFDM SECTION 235 OR THE GEOTECHNICAL (SOILS) WORT
RECOMMENDATIONS, WHICHEVER IS MORE RESIRIC IATA MINIMUM, ALL FILL SLOPES
SHALL BE PLACED IN IG4NCH MAXIMUM UFTS COMPACTED TO NOT LESS THAN 95
PERCENT DENSITY (STANDARD PROCTOR). CONTRACTOR SHALL ARRANGE FOR
INDEPENDENT COMPACTION TESTING RESULTS TO BE PAID FOR BY THE
OWNER/DEVELOPER.
6. NO GRADING SHALL OCCUR WITHIN 2 FEET OF A PROPERTY UNE WITHOUT WRITTEN
PERMISSION FROM THE ADJACENT PROPERTY OWNER.
7. UNLESS OTHERWISE INDICATED IN THESE PLANS TERRACES SHALL BE PROVIDED AS
FOLLOWS: WHERE GRADES EXCEED 3:1 (I1)RIZONTAL'VEKTICAL), TERRACES AT LEAST 6 FEET
N WIDTH SHALL BE CONSTRUCTED AT NOT MORE THAN 30 -FOOT VERTICAL INTERVALS ON
ALL CUT OR RLL SLOPES SWALES SHALL BE PROVIDED ON TERRACES IN ACCORDANCE
WITH NC BUILDING CODE SECTION J1R19.
B. FINE GRADING AND SEEDING SHALL OCCUR AT ALL AREAS DISTURBED BYTHE WORK OF
THE PROJECT THAT ARE NOT PROGRAMMED FOR PAVEMENT OR BUILDINGS,
9. FINE GRADING SHALL INCLUDE APPLICATION OF 2-3 INCHES OF TOPSOIL AND REMOVAL
OF ALL DEBRIS (ROM ROCKS TRASH, AND OTHER FOREIGN MATERIAL) LARGER THAN 2
INCHES IN ANY DIMENSION. FINE GRADING SHALL ACHIEVE POSITIVE DRAINAGE AWAY
FROM BUILDINGS AND IN GENERAL ACCORDANCE WITH THE DRAINAGE PLANS.
LANDSCAPE AREAS SHALL NOT BE SLOPED LESS THAN 2X
10. GROUND COVER REQUIREMENTS:
ALL DISTURBED AREAS SHALL BE PLANTED WITH AN APPROVED GROUND COVER WITHIN
14 CALENDAR DAYS. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL
SLOPES STEEPER THAN 3:1 MUST BE STAIIUZED IN 7 DAYS SLOPES W OR GREATER IN
LENGRH MUST BE STABILIZED WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER TFUN
4:1. SLOPES LESS THAN SO' MUST BE STABILIZED IN 14 DAYS EXCEPT WHEN THE SLOPE IS
STEEPER 71" 31, THEN THE DAY REQURREMENTAPPUES INSTALL TEMPORARY SEEDING
ON ALLAREAS THAT WILL BE UFT IDLE FOR MORE THAN 14 DAYS HARDWOOD MULCH 6
AN ACCEPTABLE TEMPORARY COVER BUT MAY NOT BE BLENDED INTO THE SUBGRADE AND
WILL BE REQUIRED TO BE REMOVED PRIOR 1D CONTINUATION OF THE WORK
FOR PROJECT AREAS WITHIN THE 'HIGH QUALITY WATER ZONE' (ISA NCAC 04AA10SL
STABILIZAT11ON SHOULD BE ACHIEVED AS SOON AS PRACTICABLE BUT NO LATER THAN 7
11. DUST CONTROL
CONTRACTOR SHALL BE RESPONSIBLE POR CONTROLLING DUST GENERATED BYTHE WORK
OF THE PROJECT. INSTALL TEMPORARY OR PERMANENT SURFACE STABILIZATION
MEASURES IMMEDIATELY AFTER COMPLETING LAND DISTURBANCE LANDSCAPE AREAS
SHALL BE PLANTED AND STABILIZED WITH MULCH OR GROUNDCONER AS SOON AS
POSSIBLE AREAS SUBJECT TO TRAFFIC SHALL BE STABILI7Fn WITH THE APPLICATION OF
WATER (SPWNKLINM SPRAY -ON ADHESIVES (EG. ASPHALT EMULSION, ETC). CALCIUM
CHLORIDE, OR STONE
DUST CONTROL SHALL INCLUDE THAT CAUSED BYSAW-CUTTING AND SIMILAR DUST
GENERATING WIND FENCE OR SIMILAR BARRIERS MAY BE REQUIRED DURING
PARTICULARLY WINDY, DRY CONDITIONS. TILLAGE (LE, DEEP PLOWING 10 BRING CLODS 70
THE SURFACE) MAY BE USED AS AN EMERGENCY MEASURE FOR LARGE OPEN AREAS,
DUST CONTROL MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT
THE DRY WEATHER UNTIL ALL DISTURBED AREAS ARE STABILIZED.
EROSION CONTROL NOTES: (APPLICABLE TO ALL SHEETS)
1. STRAW MULCH AND TALL FESCUE SHOULD NOT Be USED IN PIRARIAN AREAS
2. IF CONCRETE. IS USED (EG. HL%1DWALLSJT A DRY WORK AREA MUST BE MAINTAINED 70
PREVENT DIRECT CONTACT BETWEEN CURING CONCRETE AND STREAM WATER WATER
THAT INADVERTENTLY CONTACTS LIVE CONCRETE MUST NOT BE DISCHARGED 70 SURFACE
WATERS DUE TO THE POTENTIAL FOR WATER CHEMISTRY CHANGE AND FISH KILLS.
3. ROCK SAND OR OTHER MATERIALS MUST NOT BE EXCAVATED FROM THE STREAM
CHANNELS EXCEPT IN THE IMMEDIATE VICINITY OF THE CULVERT LOCATIONS THE
NATURAL DIMENSION, PATTERN, AND PROFILE OF THE CHANNEL UPSTREAM AND
DOWNSTREAM OF THE CULVERT MUST NOT BE MODIFIED.
4 SANDBAGS, FLEXIBLE PIPE, OR OTHER DIVERSION STRUCTURES SHOULD BE USED TO
AVOID EXCAVATING IN FLOWING WATER MATERIALS USED FOR FLOW DIVERSION SHOULD
BE REMOVED FROM THESTREAM BED AFTER COMPLETING THE CONSTRUCTION WORK.
ANY DIVERSION CHANNELS MUST BE LINED WITH FILTER FABRIC AND/OR ROCK.
5. ROCK AND OTHER MATERIALS PLACED TEMPORARILY IN STREAMS FOR FORDS MUST BE
REMOVED AND THE STREAM CHANNELS RESTORED TO EXISTING CONDITIONS AFTER THE
FORDS ARE NO LONGER NEEDED.
6. RIPARIAN VEGETATION ESPECIALLY TREES AND SHRUBS, SHOULD BE PRESERVED AS
MUCH AS POSSIBLE NATIVE WOODY VEGEAMON (EG. RHODODENDRON, DOG HOBBLE,
SILKY DOGWOOD, SYCAMORE, RIVER BIRCH, RED MAPLE) SHOULD BE REESTABLISHED
DOWNSTREAM OF THE CULVERTS AND FORD IF IT R REMOVED DURING CONSTRUCTION TO
PROVIDE BANK STABILITY AND SHADING. THE USE OF NATIVE PLANTS THAT MUST BE
REMOVED FROM PERMANENTLY DISTURBED MEAS IS ENCOURAGED.
7. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHOULD BE
INSPECTED AND MAINTAINED REGULARLY TO PREVENT CONTAMINATION OF STREAM
WATERS FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS OF OTHER TOXIC MATERIALS.
B. DISCHARGING HYDROSEED MIXTURES AND WASHING OUT HYDROSEEDERS AND OTHER
EQUIPMENT IN OR ADJACENT TO SURFACE WATERS IS PROHIBITED.
9. EROSION AND SEDIMENT CONTROL MEASURES SWILL BE INSPECTED DAILY AND AFTER
ANY RAINFALL DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY, A DAILY RECORD SWILL
BE MAINTAINED ON THE SITE BY THE CONORACim PROJECT SITE CONDITIONS MAY
REQUIRE INSTALLATION OF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES.
EROSION CONTROL MEASURES AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL
EROSION CON ROL SCHEDULE: WPLICABLE TO ALL S E S
THE EROSION AND SEDIMENTATION CONTROL PLAN IS DESIGNED FOR THE COMPLETED
GRADED CONDITION IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, LATEST EDITION. IT IS THE WNfRACfOR'S RESPONSIBILITY TO MAINTAIN AND
PROVIDE ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES AS NEEDED
BETWEEN THE TIME THE GRADING OPERATION IS BEGUN AND THE TIME IT IS COMPLETED.
THE ENGINEER 5 AVAILABLE AS NEEDED FOR CONSULTATION ON SELECTING AND SIZING
APPROPRIATE INTERIM MEASURES WHEN THEY MAY BE REQUIRED. CONSTRUCTION SHALL
PROCEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE-
1.
CHEDULE1. MAINTENANCE- MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
SHALL INCLUDE INSPECTIONS PERFORMED ON AWEEKLY BASIS AND AFTER EVERY RAINFALL
EVENT. MAINTENANCE CLEANING AND REPAIRS SHALL BE MADE IMMEDIATELY.
CONTRACTORSHALL MAKE INSPECTIONS AND REPAIRS AS NEEDED WRING PERIODS OF
EXTENDED RAINFALL
2.07NSTRUCTIONACCE55 -APPLICABLE TO CONSTRUCTION ACCESS, CONSTRUCTION
ROUTES, AND EQUIPMENT PARIONG AREAS INSTALL STABILIZED CONSTRUCTION
ENTRANCE, ACCESS ROUTES AND PARKING AREAS. MUDDY AND RUTTED PATHS ARE NOT
ACCEPTABLE. STABILE BARE AREAS IMMEDIATELY WITH GRAVEL, MULCH, AND TEMPORARY
VEGETATION AS CONSTRUCTION TAKES PLACL
3. SEDIMENT TRAPS AND BARRIERS -APPLICABLE TO BASIN TRAPS, SEDIMENT F04= AND
OUTLET PROTECTION. INSTALL PRINCIPAL BASINS AND SILT FENCE IMMEDIATELY AFTER
CONSTRUCTION ACCESS. INSTALL ADDITIONAL TRAPS AND BARRIERS AS NEEDED DUPING
GRADING.
4 RUNOFF CONTROL -APPLICABLE 10 ONMONS, PERIMETER DIXES. WATER BARS, AND
OUTLET PROTECTION. INSTALL KEY PRACTICES AFTER SEDIMENT TRAPS AND BARRIERS AND
PRIOR TO GRADING. INSTALL ADDITIONAL RUNOFF CONTROL MEASURES AS NEEDED
DURING GRADING.
S. RUNOFF CONVEYANCE SYSTEM - APPUCABLE TO STREAM BANKS, STORM DRAINS,
CHANNELS, INLET AND OURET PROTECTION, AND SLOPE DRAINS. INSTALL PRINCIPAL
RUNOFF CONVEYANCE SYSTEM CONCURRENTLY WITH RUNOFF CONTROL MEASURES,
WHERE APPLICABLE STABILIZE STREAM BANKS PRIOR TO GRADING. OBTAIN PROPER
AND SURFACE ROUGHENING. MARK TREE AND BUFFER AREAS AND INSTALLApp
PROTECTION PRIOR TO CLEARING AND GRADING. BEGIN MAJOR CLEARING AND
AFTER PPINCPAL SEDIMENT AND KEY RUNOFF CONTROL MEASURES ARE INSTAU
BORROW AND DISPOSAL AREAS ONLY AS NEEDED. INSTALLADDITIONAL CONTR
MEASURES AS GRADING PROGRESSES
7. SURFACE STABILIZATION -APPLICABLE TO TEMPORARY AND PERMANENT SEEDING,
MULCHING, SODDING, AND MPRAP. APPLY TEMPORARY OR PERMANENTSTABILIZATTON
MEASURES IMMEDIATELY ON ALL DISTURBED AREAS WHERE WORK 6 DELAYED OR
COMPLETE. _
AND SITE CONSTRUCT - APPLE ANDILDING PAVING, ODIFYAND NNTAINEROSIO AND SEDIMENTRES, DUTIES
MEASURES AS CONSTRUCTION PROGRESSES. INSTALL ADDITIONAL MEASURES AS NEEDED
TO RESPOND M CHANGES IN SITE CONDITIONS
A LANDSCAPING AND FINAL STABIU2ATION- APPLICABLE TO TOPSOIUNG, TREE AND SHRUB
PLANTING, PERMANENT SEEDING, MULCTING, SODDING, AND RIPRAP. STABILIZE ALL OPEN
AREAS, INCLUDING BORROW AND SPOIL AREAS, REMOVE ALL TEMPORARY EROSION
CONTROL MEASURES, INCLUDING SILT FENCE AND SIAKES STANUZE ALL TEMPORARY
CONTROL AREAS. OBTAIN FINAL APPROVAL BY ENGINEER AND AUTHORITY HAVING
JURISDICTION.
1. PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT 5 TO
PERFORM REPAIRS TO THE HIGH HAMPTON LAKE DNA AND$13J,LAQ
TING THIAM020W. ANTICIPATED
Tv THE ACCESS -ROUTE TO THE OAK THE
LAKE BED UPSTREAM OF THE OAA, AND THE DAM ITSELF. AREAS OF
PRESEIWATION INCLUDE THE RIVER CHANNEL DOWNSTREAM AND
PORTIONS OF THE DAM NOT RECEIVING REPAIRS.
2. SITE DESCWPTTDN:THE SITE 6 THE HIGH HAMPTON LAKE DAM IN
CASHIIE4 NORTH CAROLINA THE PROPERTY 6 A GOLF CLUB WITH THE
SURROUNDING AREAS BEING FOREST AND THE LAND.IS ROLLING HILLS
AND SOME STEEPER SLOPES. THE DMI TD BE REPAIRED IS A CONCRETE
DAM WITH A WOODEN DECK BUILT ON THE TOP OF THE WESTERN
EDGE
3. ADJACENT PROPERTY: ADJACENT PROPERTIES ARE PRIMARILY
RESIDENTIAL WITH SOME COMMERCIAL THE SITE AND SURROUNDING
AREAS DO NOT APPEAR TO BE SUBJECT TO ACTIVE MON.
4. OMAN LAND DISTURBING PERMIT FROM JURISDICTION HAVING
AUTHORITY, AND ATTEND PRE CONSTRUCTION MEETING.
AFTER CONSTRUCTION AND ALL DISTURBED AREA HAVE BEEN
STABILIZED, CONTRACTOR SHALL REMOVE ALL TEMPORARY SEDIMENT
CONTROL MEASURES.
REQUEST FINAL APPROVAL FROM ENGINEER AND JURISDICTION
HAVING AUTHORITY.
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Appendix A
Anchor QEA Memorandum February 28, 2019

Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
828.281.3350
Memorandum
To: High Hampton Community
From: Anchor QEA of North Carolina, PLLC
cc: ClearWater Environmental Consultants, Inc.
ANCHOR
QEA
I
February 28, 2019
Re: High Hampton Dam — Anticipated Construction Sequence for Pre -Construction
Notification (PCN)
Anticipated construction sequence at High Hampton Dam for Pre -Construction Notification (PCN)
purposes.
• Construction is anticipated to occur in one phase over an 8 -week period.
• The project is located in an environmentally sensitive area and is adjacent to a trout stream.
The contractor shall use extreme care throughout project to maintain water quality
standards.
• Water level in the lake will be lowered using a sump pump, siphon, or a combination of both,
and flows will not exceed a maximum rate of drawdown of 1 foot per day.
• During the lake drawdown process, the contractor shall ensure the water being removed
from the lake into the stream meets the turbidity requirements of the permit. If sediment
becomes a problem during the dewatering process, the contractor shall contact the project
engineer immediately and additional measures will be implemented.
• Once the lake is lowered, the contractor shall maintain minimum base flow at all times to the
stream of 0.475 cubic feet per centimeter (cfs) (7Q10). The minimum base flow shall be
accomplished by using either a mechanical pump or siphon system (or a combination of
both) that will operate throughout the maintenance and refilling process.
• The project is located in an environmentally sensitive area and is adjacent to a trout stream.
The contractor shall use extreme care throughout project to maintain water quality
standards.
■ Once the sediment has had appropriate time to dewater, a temporary construction access
will be installed to provide access to the upstream side of the dam. The construction access
may consist of geotextile, rip rap, gravel, or crane mats, and will be removed when the
project is complete.
• Base flow will be maintained around/over the dam during staging and construction via an
appropriately sized pump around system.
2019-02_Hampton Lake ParrLConstructlon Sequence for permitdng.docx

February 28, 2019
Page 2
■ The construction area will be isolated from the stream bed during staging and construction
so that work is performed in the dry, with consideration for management of high flow events.
• Accumulated sediment (approximately 55 cubic yards [cy] behind the dam) will be excavated
to facilitate repairs. It is anticipated that a long-arm excavator will remove the sediment and
place it directly into a dump truck. The excavated sediment will then be hauled to a location
selected by the owner, and a silt fence will be installed around the perimeter of the sediment
placement area.
To facilitate valve replacement, the contractor shall neatly and carefully sawcut and remove a
4 -foot by 4 -foot section of the dam to remove the old valve and pipe. The valve will be
replaced by installing a fabricated spool piece, adding dowels into the existing concrete, and
pouring new concrete around the spool piece in accordance with the engineering plans and
specifications.
• For crack repairs, the selected contractor shall determine the most feasible, cost effective,
safest, and least impactful way to access the faces of the dam to complete the work. This
could involve using scaffolding, ladders, ropes, or other measures. This could temporarily
impact up to 30 linear feet of stream on the downstream side of the dam. These impacts will
be temporary and will be removed when they are no longer necessary.
0 Following all work, disturbed areas upland of the normal water surface elevation of the lake
will be stabilized and seeded.
+ The lake will be refilled by maintaining the minimal required downstream flow 7Q10
(0.475 cfs) through the new valve and control system.
Jewel Lake will remain at normal pool elevation during maintenance of Hampton Dam. Two
floating turbidity curtains will be installed in the lake until work is complete. We propose
monitoring turbidity at the outlet of Jewel Lake for permit compliance.