HomeMy WebLinkAbout20050272 Ver 1_Complete File_20050214
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Michael F. Easley, Govcrnor
William G. Ross Jr., Sccrctary
North Carolina Department of Environmcnt and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 4, 2005
..
DWQ Project # 05-0272
Jackson County
Helen E. Cook and David J. Caples
98 S. Fletcher Avenue
Fernandinea Beach, FL 32034
~~@~u~~~
SEP 2 6 2.GGS
:TE.R QUALITY I
Approval of 401 Water Quality Certification with Additional cq!HDM~i1~ior,,~/l~iER6Pj\hCH
Subject Property:
Tahala Shores I The Point I Lot #8
Glenville, NC 28736
Dear Mrs. Cook and Mr. Caples:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise impact 1,320 square feet of shoreline for the
purpose of stabilization at the subject property, as described within your application
received by the N.C. Division of Water Quality (DWQ) on February 14, 2005. After
reviewing your application, we have decided that the impacts are covered by General
Water Quality Certification Number(s) 3373 (GC3373). The Certification(s) allows you
to use Regional Permit(s) 198200079 when issued by the US Army Corps of Engineers
(USACE). In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not
limited to) Erosion and Sediment Control, Non-discharge, Stormwater and Buffer
regulations. Also, this approval to proceed with your proposed impacts or to
conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new
application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland
or 150 linear feet of stream, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in
the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
N~iliICarolina
.Natl/rall!!
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 919-733-1786/ F.AX 919-733-6893/lnternet http'//h2o.enrstate,nous/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Helen E. Cook and David J. Caples: ,
Page 2 of6
April 4, 2005:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met.
No other impacts are approved includfng incidental impacts:
Shoreline
Plan Location or Reference
A
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Sediment and Erosion Control Planning
and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and
erosion control measures must be such that they equal, or exceed, the
requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on
all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the Pre-Construction
Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices,
shall be performed so that no violations of state water quality standards, statutes,
or rules occur.
f
Helen E. Cook and David J. Caples:
Page 3 of6
April 4, 2005:
4. No Sediment & Erosion Control Measures wIn Wetlands or Waters
Sediment and erosion control measur~s shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification
or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of cor:npletion to the 401/Wetlands Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
6. Riprap Installation
All banks shall be laid back at a 2:1 slope and riprap applied at the water I land
interface (at full pool). Riprap shall be placed as a linear protective measure
upon the regarded slopes. Stone used in stabilization shall be a random size,
varying from Class B riprap up to 6 feet in diameter to provide additional wildlife
habitat. All exposed soils above the Riprap stabilized area shall be replanted in
accordance with the attached Guidelines for Riparian Buffer Restoration.
This authorization shall in no way be construed as allowing the installation of a
bulkhead or seawall, nor a dry stack boulder wall.
7. Equipment
Heavy equipment should be operated from the bank whenever possible. All
mechanized equipment operated near surface waters should be inspected and
maintained regularly to prevent contamination of stream waters from fuels,
lubricants, hydraulic fluids or other toxic materials. Equipment used in stream
channel must be clean, new or low hour equipment.
8. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained
as diffuse flow at non-erosive velocities through the protected stream buffers
such that it will not re-concentrate before being discharged. If this is not possible,
it may be necessary to provide stormwater facilities that are considered to
remove nitrogen. This may require additional approval from this Office.
Helen E. Cook and David J. Caples: "
Page 4 of6
April 4,2005:
9. Turbidity Standard
The turbidity standard of 10 NTUs (~ephelometric Turbidity Units) shall not be
exceeded as described in 15 A NCAC 2B. .0200. Appropriate sediment and
erosion control practices must be used to meet this standard.
10. No Impacts Beyond those in Application
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or
riparian areas beyond the footprint of the impacts depicted in the Pre-
construction Notification. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water
quality standards, statutes, or rules occur.
11. No Sediment and Erosion Control Measures in Wetlands
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources or locally delegated program has released the project.
12. Deed Restriction
Deed Restriction or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to impacts to
wetland, water and buffers located on the property. These mechanisms shall be
put in place prior to impacting any wetlands, waters and/or buffers approved for
impact under this Certification Approval and Authorization Certificate. A sample
deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h20.enr.state . nc. us/ncwetlands.
13. Property Access
As Duke Power Company owns part, or all, of the property on which this
stabilization activity will be taking place, or it is within the Federal Energy
Regulatory Commission Project Boundary, this Water Quality Certification is only
valid after the written authorization of Duke Power Company has been obtained
through their permitting process, granting access to perform these stabilization
activities on their property or within the Federal Energy Regulatory Commission
Project Boundary. Failure to obtain the above written authorization from Duke
Power Company, any stabilization / fill / dredging which takes place on Duke
Power Company property will be considered a violation of the issue Water
Quality Certification.
,
Helen E. Cook and David J. Caples:
Page 5 of6
April 4, 2005:
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and
as authorized by this Certification, shall expire upon expiration of the 404 or CAMA
Permit.
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), you may ask Jor an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699-6714. This certification and its conditions are final and binding unless you
ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of
the Clean Water Act. If you have any questions, please telephone Cyndi Karoly in the
Central Office in Raleigh at 919-733-9721 or Kevin Barnett in the DWQ Asheville
Regional Office at 828-296-4657.
Si..n Cere~IY~
I d / _______
~ I .
~Ian W. Klimek, P.E.
AWKlkhb
Enclosures: GC 3373
Certificate of Completion
Guidelines to Riparian Buffer Restoration
cc: Beth Mosteller
Mountain Lake Permit Service
878 Mountain Cove Road
Waynesville, NC 28786
USACE Asheville Regulatory Field Office
DWQ Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: Cook&Caples. Jackson. GC33 73 .Approval
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a.
MEMORANDUM
TO:
John Dorney
Non-Discharge Branch
Regional Contact:
WQ Supervisor:
Date:
Barnett. Kevin
Fnm~st WAstrlll
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Helen Cook & David Caples: Lot 8
Project Number 05 0272
Recvd From APP
County Jackson
County2
Region Asheville
Received Date 2/14/05
Recvd By Region
Project Type shoreline stabilization
Certificates
Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index
Stream
Class
Prim. Supp.
Acres
Basin Req.
Feet
Req.
I GP 30 I IOY @N I 12-79-23-( 1) I WSIII I B HQW 140,402. I I
1 I IOY ON I 1 r-I I I I
Miti~ation
MitigationType
Wetland
Type Acres
Feet
r
Is Wetland Rating Sheet Attached? 0 YON Did you request more info? 0 YON
Have Project Changes/Conditions Been DiscLissed With Applicant? 0 YON
Is Mitigation required? 0 YON
Recommendation: 0 Issue Olssue/Cond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
On Hold as per-Duke-Powerrequest--KHB -03/04/2005
cc:
Regional Office
Central Office
Page Number 1
Triage Check List
Date: 2/14/05
Project Name: Helen Cook/David Caples: Lot 8
DWQ#: 05-0272
County: Jackson
To: Kevin Barnett, Asheville Regional Office
60-day Processing Time: revised 2/14/05 to 4/14/05
From: Cyndi Karoly Telephone: (919) 733-9721
: The file attached is being fonvarded to your for your evaluation. ;.' . . .~;.
Please call if you need assistance.
D Stream length impacted
D Stream determination
D Wetland determination and distance to blue-line surface waters on USFW topo maps
Minimization/avoidance issues
D Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
D Pond fill
D Mitigation Ratios
Ditching
D Are the stream and or wetland mitigation sites available and viable?
D Check drawings for accuracy
D Is the application consistent with pre-application meetings?
Cumulative impact concern
D
D
D
Comments: As per our discussion regarding revision ofthe triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
Mountain Lake Permit Sen/ice
BETH MOSTELLER
878 MOUNTAIN COVE ROAD
WAYNESVILLE, NC 28786
TELEPHONE: 828/456-8195
FAX: 828/456-6554
E-MAIL: DRE3MOST@ASAPGROUP.COM
February 10, 2005
North Carolina Division of Water Quality
Attention: John Dorney
2321 Crabtree Boulevard
Parkview building
Raleigh, North Carolina 27604
~~@@i,n\Y1@i, ~
FEB 1 4 2005
R WATER QUI>.L\1'(
DEN - 0 STOR. Il"/'JER BRAl-lCH
WEltNlDSNl 1",\ "
Subject: Application for Shoreline Stabilization - Dry Stack Stone Boulder Wall
Helen E. Cook & David J. Caples
Mailing Address:
98 S. Fletcher Ave.
Fernandinea Beach, FL 32034
Property Address:
Lake Glenville- Jackson County - North Carolina
Tahala Shores The Point Lot 8
Glenville, NC 28736
This Letter is a Summary of the Enclosed Application for Shoreline Stabilization.
One original and seven copies = Total of eight enclosed
1. Letter from Duke Power - Nantahala Area Lake representative
2. Abbreviated Application Form - 401 Water Quality Certification
3. Check for $200.00 Application Fee
4. Agent Authorization Letter
5. Plat
6. Road Map
7. Directions
8. Pictures
9. Plan sketch (2)
10. Self addressed envelope with postage
Cc: Duke Power Company - Charlotte, NC
U. S. Army Corps of Engineers - Asheville, NC
Mr. Dave McHenry - Mountain Region Coordinator - Waynesville, NC
/a Duke
rt!1power@
A Dukt: Enugy Company
Duke Power
526 South Church Street
EO. Box 1006
Clwlotte, NC 2H201-100G
January 12, 2005
Helen E. Cook & David J. Caples
98 S. Fletcher Ave.
Femandinea Beach, FL 32034
I understand that you are requesting an application to stabilize the shoreline in front of
your property at Lake Glenville, located at Tahala Shores, Lot #8 - ill 7555-71-4270,
that adjoins Duke Power property. After looking at the property, I do not have a problem
granting your request provided all current shoreline management guidelines are followed.
Should you or your contractor have questions, please feel free to contact this office at
(828) 369-4513 or by cell phone (828) 506-2449
Dale R. Mosteller
Duke Power Company
Nantahala Area Lake Manager
The following is an abbreviated application form for those applying for a 401 Water
Quality Certification to impact FERC (Federal Energy Regulatory Commission)
regulated lake shore or bottom under the u.s. Army Corps of Engineers Permit
GP30. This Application cannot be used for wetland or stream impacts. Please
provide seven (7) copies of this application and supporting information as well as a
non-refundable application fee to the Division of Water Quality of $200.00 for
impacts of to lake bottom of less than 1 acre and $475.00 for impacts to lake bottom
of greater or equal to 1 acre.
Applications should be sent to:
Division of Water Quality Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I. Applicant Information
1. Owner/Applicant Infonnation
Name: Helen E. Cook & David J. Caples
Mailing Address: 98 South Fletcher Avenue
Fernandina Beach. FL 32034
Telephone Number: 904-321-2210
E-mail Address: N/ A
Fax Number: N/ A
2. Agent Infonnation (A signed and dated copy of the Agent Authorization letter must
be attached ifthe Agent has signatory authority for the owner/applicant.)
Name: Beth Mosteller
Company Affiliation: Mountain Lake Pennit Service
Mailing Address: 878 Mountain Cove Road
Wavnesville. North Carolina 28786
Telephone Number: 828/456-8195 Fax Number: 828/456-6554
E-mail Address:drbmost@asapgroup.com
II. Project Information
Attach a vicinity map clearly showing the location of the property with respect to
local landmarks such as towns, rivers, and roads. Also provide a detailed site
plan showing property boundaries and development plans in relation to
surrounding properties. You may use the diagram below to make a hand sketch of
your project. Also, see the example below for guidance. Both the vicinity map
and site plan must include a scale and north arrow. The footprints of all buildings,
impervious surfaces, or other facilities must be included.
1. Location
County: Jackson Nearest Town: Cashiers
Subdivision name or site address (include phase/lot number): N/ A / Lot 8
Directions to site please include road numbers, landmarks, etc. (This is not
necessary is an adequate vicinity map is included: From Svlva travel Highway
107, turn right onto Pine Creek Road, Turn left onto Lloyd Hooper Road, turn right
onto Lake Club Road.
2. Describe the existing land use or condition of the site at the time of this application:
Wooded, residential lake lot
3. Property size (acres): 0.64
4. Nearest body of water (stream/river/sound/oceanllake): Lake Glenville
5. Describe the purpose of the proposed work: To apply dry stack stone boulders 9 feet
high and 230 feet of shoreline to help stabilize the shoreline and prevent further
erosIOn.
6. List the type of equipment to be used to construct the project: Rubber track-hoe,
skid-steer, and hand
7. . Amount of impact (including all excavation, backfill, rip rap, retaining walls,
etc.) below the normal pool lake level in square feet or acres: 3 feet x 230 feet = 690
square feet
8. a. Amount of impact (including all clearing, back fill, excavation, rip rap,
retaining walls, etc.) above the normal pool lake level and 50 feet land-ward in
square feet or acres: 2 x 230 feet + 2 foot x 230 feet + 8 feet x 50 feet = 460 + 460 +
400 = 1320 square feet
b. Please describe vegetation above the normal pool lake level and 50 feet land-
ward to be impacted (number of trees for instance): No tree will need to be removed
Mulch will be applied to the disturbed area.
S~if\~~J ,2 -)D -..O~C;-
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
MOUNTAIN LAKE PERMIT SERVICE
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BRANCH BANKING AND TRUST COMPANY
WAYNESVILLE, NORTH CAROLINA ~
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Mountain la~(e Permit Sernioo
BETH MOSTELLER
878 MOUNTAIN COVE ROAD
WAYNESVILLE, NC 28786
TELEPHONE: 620/456-0195
FAX: 620/450-6554
E-MAIL: DRBMOST@ASAPGROUP.COM
Subject: Authorization Letter
107555-71-4270
Lot 8 Tahala Shores The Point
Lake Glenville
Shoreline Stabilization - Dry Stack Stone Boulder Wall
I give Beth Mosteller of Mountain Lake Permit Service
Authorization to sign as my agent on my application for shoreline
stabilization.
o
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Date
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Date
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Jackson County Real Estate Data
Parcel Summary
PIN # 7555-71-4270 Owner Account 10 0
Location Address Property Description
L T 8 THE POINT L T 8 THE POINT
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il "\ I Property Descripllon \
L T 8 THE POINT
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Tahala Shores .J
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Admlnlstratve Data , Transfer Information I Assessed Value I
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, Acreage 0.64 Per Deed Land Value
I Map Sheet 7555.04 1068/0351 i I
Book/Page Tot. Bldg. Value
! Plat Reference Deed Date 1999-12-091 Tot. Out Bldg. I
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I Census Tract 9508! Instrument Type *, Val. i
City Boundary *i Revenue Stamp *.
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Township Hamburg I Sale Price 01 Total Deferred I
Fire District *' Additional Ref. * Value
! History 10 1 *' t !
History 10 2 * :
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DUKE POWER DIRECTIONS BY ROAD FORM
Lake Use Permit Applicants and Contractors: Ease oflocating the proposed project site can have a big impact on
pennit processing time. Please complete this form and return it along with your completed pennit application to:
DUKE POWER
C/O LAKE MANAGEMENT - EC 12 Q
PO BOX 1006
CHARLOTTE, NC 28201-1006
1-800-443-5193
Applicant's Name: Helen E. Cook & David J. Caples
Type ofPennit Requested
"Circle":
Street Address (at lake): Tahala Shores The Point
Lake Name: Glenville
Private Facility
Commercial Facility
<f€~~i: ~
Miscellaneous Uses
Subdivision Name: N/A
Property Section: N/A
Lot # Lot 8
City: Glenville
County: Jackson
State: NC
Zip: ,28783
Telephone: 904-321-2210
Directions (from major road or highway):
From Sylva travel Highway 107, turn right onto Pine Creek Road, Turn left onto Lloyd Hooper Road,
turn right onto Lake Club Road.
Descriptive Structure(s) on Property (i.e. brick garage, white fence, mobile home, etc):
Single family dwelling
*Note: Please use the back of this form If desired to draw us a map to the site.
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lake (Full Pond)
Full Pond
Shoreline
) ....- ..... below full pond
rip rap 3 ft x 23(
~ .....above full pond
Cleared area ..... ary stacK stone
J Filter fabric be
8 ft x 230 ft Surge stone 2 ft x
--
Pathway
8 ft x 50 ft
......-.
ft
3 ft x 230 ft
tween I
230 ft
Please approximately sketch the following information on this plan
(please provide dimensions for each item, such as 10ft. x 100 ft):
1) All proposed vegetation clearing (provide dimensions)
2) Location of rip rap or fill to be placed above the Full Pond elevation
3) Location of rip rap or fill to be placed below the Full Pond elevation
4) The location of any proposed structures such as buildings, retaining
walls, docks, etc.
5) The location of any excavation or dredging below the Full Pond
elevation.
6) Location of construction access corridors.
· 235 feet of shoreline
· Above full pond, surge stone, native stone boulders will be approximately 230 feet long
and 9 feet high and 2 feet wide. The dimension of stone boulders (native rock will be
approximately 3 feet high, 2 feet long, 2 feet wide). Below full pond 3 feet rip rap, class
B - 5'-15' size.
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Dry Stack Boulder Wall
Riprap slope no
greater than 1 to 2
Dry Stack Boulder Wall
9 feet high - 2 feet wide - 230 feet Ion
Full Lake Level
1
Riprap
(Class B - 5"-15"
2