20041383 Ver 1_COMPLETE FILE_20040823

ATLANTIC PLANENGINEEMNG CORPORATION
ENGINEERING NOW AND FOR THE FLMIRE
Date: September 8, 2004
To: John Dorney WETLANDS/ 401 GROUP
Division of Water Quality
401 Wetlands Unit SEP.1 3 2004
1650 Mail Service Center
Raleigh, NC 27699-1650 WATER QUALITY SECTION
Re: Appalachian Crest Dam in care of John Broyhill # 041383
Attached you will find seven (7) copies of page 8 of the Pre-Construction Notification
for the above referenced project.
This is to replace page 8 that was sent to you previously on August 24, 2004. I have also
enclosed a copy of the letter that was sent with our previous submittal on that date.
Please let me know if you need more information.
Sincerely,
R
P.E.
President
V
PO Box 1691 [phone] [phone] Fax
Hickory, NC 28603 [e-mail]
WETLANDS/ 401 GROUP
SEP 13 2004
WATER QUALITY SECTION
ATLArmc PLANENGrom?G CoRpomnoN
FlNiG1 MUNG NOW,&ND FOR M& FLUME
Date: August 24, 2004
To: John Dorney
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Appalachian Crest Dam in care of John Broyhill # 041383
The attached plans are for the 404 and 401 permit applications for the Appalachian Crest
Dam Breach project.
Steve Chapin, Army Corps of Engineers from the Asheville office, stated on August 19, 2004
that a 404 and 401 permit were needed for this project. (Attached is the General permit
Verification, Action ID. 200431425).
The project was approved by the NCDENR Land Quality Section, but now require approval
by the Water Quality Section.
A check for $475.00 was submitted to you on August 20, 2004. Darrell Lamb, NCDENR
from the Regional Office in Winston-Salem, stated that the original plans were never sent to
you. Attached are the five (5) sets of plans for this project. Page 8, item # 1, was changed to
reflect Steve ChaphYs comments on the general permit verification.
Please note that this project is within a week of being completed (weather permitting).
Everyone is worried that this delay might allow a large storm to come in and possibly
damage Price's Lake (a prestige water lake downstream). Any help in processing this permit
faster would be appreciated.
Please let me know if you need more information.
Sincerely,
Richard J. Franklin, P.E.
PO Box 1691 [phone] [phone] Fax
Hickory, NC 28603 [e-mail]
WETLANDS/ 401 GROUP
SEP 13 2004
9 WATE
Appalachian RQUALITYSECiION
Crest Dam
In Care Of
John Broyhill
#041383

1. Provide a written description of the proposed impacts: Install rock in approx. 220
linear feet of channel that was created in a recently breeched dam on this nropgM.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* List each impact separately and identity temporary impacts. impacts lncluae, out are not nmitcu w: ulmuniuzzu vicar mr, gi aunir, illl,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(17II2M), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1+ acre
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below: SEE ATTACHED
Stream Impact
Site Number
(indicate on
map)
Type of impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

* List each impact separately and identify temporary impacts. impacts inciuae, out are not umnea to: culverts and associaieu rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
'cam Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.Tov. Several internet sites also allow direct download and printing of USGS maps (e.g., Nvww.topozone.com,
NriiAv.mapquest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 220'
Page 8 of 8
Page 8, Question # 3 ATTACHMENT
3. Install rock in approximately 220 linear feet of channel that was created
in a recently breeched dam on this property on Boone Fork for
stabilization purposes. The work must be done in strict accordance with
submitted plans, the attached conditions, and those conditions outlined in
the enclosed NCVWRC letter dated August 20, 2004.
WETLANDS/ 401 GROUP
SEP 13 2004
iry'4?'' -" QUAL TY SECTION
WETLANDS 1401 GROUP
U.S. ARMY
Action ID. 200431425 . County: Watauga
GENERAL PERMIT (REGIC
Property Owner / Authorized Agent: Mr. John Broyhill
Address: P.O. Box 905
Blowing Rock, NC 28605
Telephone No.:
Size and location of project (water body, road
1st --_-1 _AW _r41-211__ n-,. ----
Description of activity:
letter dated August 20, 2004.
OF ENGINEERS
. DISTRICT
SEP 13 2004
USGS Quad: Globe WATER QUALITY SECTION
AND NATIONWIDE) VERIFICATION

town, etc.): Broyhill property located on 271 acre tract -
v
Applicable Law: X Section 404 (Clean Water Act, 33 US 1344)
_ Section 10 (Rivers and Harbors Act, 3 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced pennit pr(
conditions and your submitted plans. Any violation of the attar
permittee to a stop work order,. a restoration order and/or appro
This verification will remain valid until the expiration d
suspended or revoked. If, prior to the expiration date ider
modified, this verification will remain valid until the expiratio
the nationwide permit authorization expires or is suspended, i
with the terms and conditions of the nationwide permit, activi
contract to commence in reliance upon the nationwide permit,
months of the date of the nationwide permit's expiration, modi
on a case-by-case basis to modify, suspend or revoke the autho
Activities subject to Section 404 (as indicated above) may a
should contact the NC Division of Water Quality (telephone (9
For activities occurring within the twenty coastal counties si
prior to beginning work you must contact the N.C. Division of
This Department of the Army verification does not relieve
State or local approvals/permits.
If there are any questions regarding this verification, any of
program, please contact
d it is accomplished in strict accordance with the attached
conditions or deviation from your submitted plans may subject the
e legal action.
lentified below unless the nationwide authorization is modified,
3 below, the nationwide permit authorization is reissued and/or
e identified below, provided it complies with all modifications. If
:ed, or is modified, such that the activity would no longer comply
which have commenced (i.e., are under construction) or are under
remain authorized provided the activity is completed within twelve
ion or revocation, unless discretionary authority has been exercised
require an individual Section 401 Water Quality Certification. You
733-1786) to determine Section 401 requirements.
ct to regulation under the Coastal Area Management Act (LAMA),
stal Management.
permittee of the responsibility to obtain any other required Federal,
conditions of the Permit, or the Corps of Engineers regulatory
Corps Regulatory Official
Date: August 20, 2004
Expiration Date of Verification: August 20, 2006

SURVEY PLATS, FIELD SKETCH, WETLAND
ATTACHED TO THE FILE COPY OF THIS FOI
Copy Furnished:
Mr. Randy Woodrow, Watauga County Planning &
Farthing Construction, 17 Dogwood Knoll, Boone,
Mr. Richard Franklin, Atlantic Plan Engineering Cc
LINEATION FORMS, PROJECT PLANS, ETC., MUST BE
IF REQUIRED OR AVAILABLE.
Box 7 Courthouse, Boone, NC 28607
28607
P.O. Box 1691, Hickory, NC 28603-1691
Dw?) Gq-136
1. Provide a written description of the proposed impacts: Install rock in approx. 220
linear feet of channel that was created in a recently breeched dam on this vronerty.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A
40
1 GROUP
SEP 18 2004

WA TER QUALITYREM ON
* List each impact separately and identity temporary Impacts. impacts tnciuae, out are not imined to: incunammu ctcanng, grawng, rni,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvnN-%v.lema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1+ acre
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below: SEE ATTACHED
Stream Impact
Site Number
(indicate on
map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

* List each impact separately and identify temporary impacts. Impacts include, but are not nmitea to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS traps (e.g., www.toporone.conl,
,,NtivNv.ninl)quest.cont, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 220'
Page 8 of 8
Page 8, Question # 3 ATTACHMENT
3. Install rock in approximately 220 linear feet of channel that was created
in a recently breeched dam on this property on Boone Fork for
stabilization purposes. The work must be done in strict accordance with
submitted plans, the attached conditions, and those conditions outlined in
the enclosed NCVWRC letter dated August 20, 2004.
3UJ ? G4-1383
1. Provide a written description of the proposed impacts: Install rock in approx. 220
linear feet of channel that was created in a recently breeched dam on this property.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

-M
RANDS 14 1
GROUP

SER-12 2004

WA ER QUALITY SECTION
* List each impact separately and identity temporary impacts. Impacts include, but are not itmitea to: mecnamzea ciearmg, grawng, nu,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httir/hvivw.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: l+ acre
Total area of wetland impact proposed: NIA
3. Individually list all intermittent and perennial stream impacts below: SEE ATTACHED
Stream Impact
Site Number
(indicate on
map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

* List each impact separately and identity temporary impacts. impacts include, but are not itmitea to: cwverEs ana assoctatea np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. 1f stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
w% w.mapquest.comn, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 220'
Page 8 of 8
X
Page 8, Question # 3 ATTACHMENT
3. Install rock in approximately 220 linear feet of channel that was created
in a recently breeched dam on this property on Boone Fork for
stabilization purposes. The work must be done in strict accordance with
submitted plans, the attached conditions, and those conditions outlined in
the enclosed NCWRC letter dated August 20, 2004.
,r
IJW(? 4:? 0 ? - 13-3
1. Provide a written description of the proposed impacts: Install rock in approx. 220
linear feet of channel that was created in a recently breeched dam on this property.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
NIA
11 TLANDS / 401

3 2004

. 11-111W -1 Y SECTION
* List each impact separately and identity temporary impacts. impacts inciude, but are not mmnea to: mecnamzea ciearing, grading, nn,
excavation, flooding, ditching(drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FMW, or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://xyNN,%y.fema.goy.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1+ acre
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below: SEE ATTACHED
Stream Impact
Site Number
(indicate on
map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

* List each impact separately and identity temporary impacts. impacts mcmae, but are nor mmatea to: culverts and asscwnueu rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.agov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
«ti«v.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 220'
Page 8 of 8
Page 8, Question # 3 ATTACHMENT
3. Install rock in approximately 220 linear feet of channel that was created
in a recently breeched dam on this property on Boone Fork for
stabilization purposes. The work must be done in strict accordance with
submitted plans, the attached conditions, and those conditions outlined in
the enclosed NCWRC letter dated August 20, 2004.
V Dj) qO - 15
1. Provide a written description of the proposed impacts: Install rock in approx. 220
linear feet of channel that was created in a recently breeched dam on this property.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A 401 GROUP

9

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov_.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1+ acre
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below: SEE ATTACHED
Stream Impact
Site Number
(indicate on
map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 220'
Page 8 of 8
Page 8, Question # 3 ATTACHMENT
3. Install rock in approximately 220 linear feet of channel that was created
in a recently breeched dam on this property on Boone Fork for
stabilization purposes. The work must be done in strict accordance with
submitted plans, the attached conditions, and those conditions outlined in
the enclosed NCWRC letter dated August 20, 2004.

1. Provide a written description of the proposed impacts: Install rock in approx. 220
linear feet of channel that was created in a recently breeched dam on this yronerty.
2. Individually list wetland impacts below:
Wetland impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

WA TER QUALITY sEcTjok!
* List each impact separately and ioentiry temporary impacts. impacts lncluae, VUL are LUL 111111MU LU: 111Gt:11MUZ.VU %Ixvm111E,'., ?laulll? uii,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplams are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htti):Hwww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1+ acre
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below: SEE ATTACHED
Stream Impact
Site Number
(indicate on
map)
Type of impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

* List each impact separately and identity temporary impacts. impacts tnetude, out are not ttmttee to: culverts anu asscwlatcu r1p-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching(straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
xvx«v.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 220'
Page 8 of 8
Page 8, Question # 3 ATTACHMENT
3. Install rock in approximately 220 linear feet of channel that was created
in a recently breeched dam on this property on Boone Fork for
stabilization purposes. The work must be done in strict accordance with
submitted plans, the attached conditions, and those conditions outlined in
the enclosed NCWRC letter dated August 20, 2004.
r ,
D? Qq [3?3
1. Provide a written description of the proposed impacts: Install rock in approx. 220
linear feet of channel that was created in a recently breeched dam on this property.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A
WETLANDS 1401 GROIN

SEP 13 2004

ROWITYSECIPT
* List each impact separately and identify temporary Impacts. impacts mciuae, out are not Iunimu to. utcullutumu uicai uir, 6t .,s, ,...,
excavation, flooding, ditching(drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(MM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at llttn://tv?ytiv.fema.?ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1+ acre
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below: SEE ATTACHED
Stream Impact
Site Number
(indicate on
map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

* List each impact separately and identify temporary impacts. impacts include, but are not umnea to: cuiver[s and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us-'s.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topo7one.com,
w"w.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 220'
Page 8 of 8
r s
Page 8, Question # 3 ATTACHMENT
3. Install rock in approximately 220 linear feet of channel that was created
in a recently breeched dam on this property on Boone Fork for
stabilization purposes. The work must be done in strict accordance with
submitted plans, the attached conditions, and those conditions outlined in
the enclosed NCWRC letter dated August 20, 2004.
I? T
LAI'11TIc PLAN G CORPORATION
A
ENGINEERING NOW AND FOR T14EE FLrFUPE
Date: October 26, 2004 F@99wll D
D
To: Matthew Gantt, P.E.
Regional Engineer NOV 0 1 2004
NCDENR/Division of Land Resources
585 Wau town Street DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Winston Salem, NC 27107
Re: Appalachian Crest Dam Breach Project # 04-1383/Division of Water Quality
Attached is a survey showing the present elevations for the slopes on the Breach
Project for Appalachian Crest Dam. This survey was performed by Donald G. Bolick,
Land Surveyor # 3688.
The slope on the west side is 2:1. The slope on the east side is 2.5:1.
Both as within the parameters of this project.
A completion certification has been sent to the state and is attached.
Sincerely,
Richard J. Franklin, P.E.
President
cc: Steve Chapin/Corps. of Engineers
Daryl Lamb, NCDENR/Division of Water Quality/Winston-Salem
Randy Woodrow/Watauga County
Max Fowler/NCDENR/Division of Water Quality/Raleigh
Ron Linville/Wildlife Resources
John Broyhill Sr.
John Broyhill Jr.
PO Box 1691 [phone] [phone] Fax
Hickory, NC 28603 [e-mail]
Cell-tificate of Completion
DWQ Project Flo, 04-1383 County: Watauga
Applicant: Jon Broyhill
Project Flame: Appalachian Crest 'Dam - --
Date of issuance of 401 Water Quality Certification: 10/4/04
Upon completion of all work approved within the 401 Water Quality Certification' and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 29699-1021. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
hereby state thak, to the best of my abilities, due care and
diligence was used in the o iservation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: _ bate: e o
Agent's Certification
hereby state that, to the best of my abilities, due care and
` diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature; Date:
r
If this project was designed by a Certified Professional
Richard J. franklin , as a duly registered Professional Engineer
i
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Fermittee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and auftr Rules, the approved plans and specifications, and other supporting materials.
Signature: .!'a' ( • taw Registration No.: 028223 Date.
WA
r
Mr. John Broyhill
P. O. Box 905
Blowing Rock, NC, 28605
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
R?adc? p
D Octob ,
OCT 1 1 2004 DW # 04-1383
DIEW - WATER4UAUTY Wataug my
VVET1,JWgS AW SMIRWOMM90
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Broyhill:
You have our approval, in accordance with the attached conditions, to place permanent fill, in the form of
riprap and large boulders, in 220 linear feet of channel constructed as a requirement of an approved plan to
breach a dam on your property in Watauga County, as described in your application received by the Division
of Water Quality (DWQ) on August 27, 2004. It is our understanding that the N. C. Division of Land
Resources has approved this plan and that the constructed channel will carry Boone Fork, a perennial stream
that was the primary source of water for the lake. After reviewing your application, we have determined that
this fill is covered by General Water Quality Certification Number 3402, which can be viewed on our web site
at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 39
when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other applicable
federal, state or local permits before you proceed with your project, including (but not limited to) those
required by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. Also,
this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you maybe required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
1. The riprap required for channel stabilization, energy dissipation and scour protection shall be limited to
the dimensions specified by the appropriate engineering calculations and design specifications for the
constructed channel. Riprap may only be placed up to the design normal high water level. The existing
grade and elevation of Boone Fork must be maintained upstream and downstream of the constructed
channel. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the
constructed channel bottom after the placement of riprap must be consistent with the gradient of Boone
Fork immediately above and below the constructed reach. Placement of riprap must not result in
Noce Carolina
Naturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internethftpl/:h2o.enr.state.nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. John Broyhill
Page 2
October 4, 2004
destabilization or head cutting of the streambed or banks upstream or downstream of the constructed
channel. All stoneused in the channel must be washed or clean material.
2. If concrete is used with any fill material, it shall not be allowed to come in contact with surface waters
until it has cured.
3. Instream work and land disturbance within a 25-foot wide buffer zone, reaching from top-of-bank
landward on both sides of the channel, are prohibited during the trout spawning season of October 15th
through April 15th in order to protect the egg and fry stages of trout.
4. Stringent erosion control measures and bypass structures should be used in all areas where soil is
disturbed. Sediment and erosion control measures should adhere to the design standards for sensitive
watersheds (15A NCAC 4B .0124).
5. To the extent practicable and where needed, temporary or permanent herbaceous vegetation should be
planted on bare soil within five (5) days of ground disturbing activities in order to provide erosion
control. Upon completion of construction, all areas of disturbed soil must be effectively and
permanently stabilized by the planting of appropriate vegetative cover.
6. Upon completing the project, the Applicant shall fill out and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been finished.
This certificate should be returned to the 401/Wetlands Unit of the NC Division of Water Quality at the
address listed on the form. Along with the Certificate of Completion, please send photographs upstream
and downstream of the constructed channel to document correct construction and stabilization.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 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 Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
an W. Klimek, P.E.
AWK/cdl
Attachments
cc: Steve Chapin, U. S. Army Corps of Engineers, Asheville Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Richard J. Franklin, P. E., Atlantic Plan Engineering Corp., P. O. Box 1691, Hickory, NC 28603
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Appalachian Crest Dam c/o John Broyhill
Project Number 04 1383
Recvd From APP
Received Date 8/23104 Recvd By Region
County Watauga
County2
Region Winston-Salem
Project Type
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
29 F- O }' OO N, F- F-77--- I Tr()F.W 40.40. F__ 22(1.00
Mitigation, Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 360736 Longitude (ddmmss) 814422
Comments:
cc: Regional Office
Central Office Page Number 1
Facility Name Appalachian Crest Dam c/o John Broyhill
Project Number 04 1383
Comments (continued from page 1):
County Watauga
Regional Contact: Daryl Lamb
Date: 9/7/2004
cc: Regional Office
Central Office Page Number 2
Facility Name Appalachian Crest Dam c/o John Broyhill County Watauga

Project Number 04 1383 Regional Contact: Daryl Lamb
Date: 9/7/2004
Comments (continued from page 1):
boulders. This stone is beina planted into the channel bottom and sides and interlocked by wedging -
and compaction. While the rip rap should provide adequate armouring of the channel, Mt will act as a
CIrade control along the entire constructed reach and could result in head cuttina. The constructed
channel lacks sinuosity and in the short term will provide no aquatic habitat. It should however rovide
for upstream and downstream passage of aquatic life. NCWRC biologists will evaluate post
construction water flows and stream channel conditions relative to fish passage. If improvements are
required- additional modifications and instream devices may be utilized, subject to USAGE and
NGWRC approval= The slopes of the breach will be stabilized with vegetation, and the remaining
flanks of the dam will be left standing and stabilized with additional ground cover. The USAGE has
issued a NWP 39 for the construction of the channel. &, lf's4ae an_°authorization,-with•:,?
aoitional?co.nditions. t us Q °44 fa his?ca,ro e
cc: Regional Office
Central Office Page Number 2
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Appalachian Crest Dam c/o John Broyhill County Watauga
Project Number 04 1383 County2
Recvd From APP
Recvd By Region
Received Date 8/23/04
Project Type
Region Winston-Salem
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
?q Y N
F 8-7 I ` T,0P?x 4(1.4M F 7?0.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? *Y ON
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 360736 Longitude (ddmmss) 814422
Comments:
cc: Regional Office
Central Office Page Number 1
-j) vd GL o V /3 97
3
wErLANDS / 401 NOW'
SEP 9 0 2§94
f QuTXP
® North Carolina Wildlife Resources CommissionKN
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
TO: Steve Chapin, USACOE
Asheville Field Office
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program
DATE: August 20, 2004
SUBJECT: Appalachian Crest Dam Project, Boone Fork Creek, Watauga County
Mr. John Broyhill has received permission from the NC Division of Land Resources to breach the dam
and to reconnect stream confluences at the old dam. A 404 Permit will be needed for the project.
Biologists with the North Carolina Wildlife Resources Commission are familiar with habitat values in the
area. These comments are provided in accordance with the provisions of the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d), the Clean Water Act of 1977 and the
North Carolina Environmental Policy Act (G.S. 113A-1 through 113A-10; NCAC 25).
Although we have not received the 404 Permit application, 404 Permit issues need to be addressed
quickly in order that Mr. Broyhill can complete this project as soon as possible. The project will stabilize
the Boone Fork Creek channel with riprap or large stone. Price Lake on the Blue ridge Parkway is
located downstream. Waters in this area are stocked with brook, brown and rainbow trout. I talked to Mr.
John Broyhill on this date and he is in agreement with the recommendations and activities indicted below.
In order to facilitate completion of the NC Division of Land Resources requirements and to move the 404
Permit forward without delay, we recommend the following conditions for the Permit:
1. Instream work and land disturbance within the 25-foot wide buffer zone are prohibited during
the trout spawning seasons of October 15 through April 15 to protect the egg and fry stages of
trout.
2. All work required by the NC Division of Land Resources should be fully accomplished
according to the approved plans without delay (see moratorium period above).
3. Within a month after the NC Division of Land Resources requirements are fulfilled, North
Carolina Wildlife Resources Commission (NCWRC) biologists and the owner or his
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, North Carolina 27699-1721
Telephone: [phone] ext.281 Fax: [phone]
Appalachian Crest Dam 2 August 20, 2004
consultants will evaluate post construction water flows and stream channel conditions relative
to fish passage. NCWRC biologists will determine whether conditions are adequate or not to
ensure fish passage.
4. If improvements in fish passage are determined to be needed by NCWRC biologists, the
owner or his consultants will provide sketches or plans using state-of-the-art structures such
as rock j-hooks, rock w-weirs, channel restrictions, impervious mats, etc. to establish an
appropriate stream channel, step pools and/or other channel characteristics that improve and
ensure fish passage. These plans will be submitted to the,US Army Corps of Engineers and
the NCWRC within a year for their approvals.
5. Once the plans are approved, these structures will be installed within the following year.
6. Standard failure and maintenance requirements used for such projects should be included in
the US Army Corps of Engineers 404 Permit. Additional activities may be required if
necessary.
7. If any concrete will be used, work must be accomplished so that wet concrete does not
contact stream water. This will lessen the chance of altering the stream's water chemistry
and causing a fish kill.
8. Heavy equipment should be operated from the bank rather than in the stream channel in order
to minimize sedimentation and reduce the likelihood of introducing other pollutants into the
stream to the extent possible.
9. Stringent erosion control measures and bypass activities should be used where soil is
disturbed. Sediment and erosion control measures should adhere to the design standards for
sensitive watersheds (15A NCAC 413 .0124).
10. To the extent practicable and where needed, temporary or permanent herbaceous vegetation
should be planted on bare soil within five (5) days of ground disturbing activities to provide
long-term erosion control. We encourage the use of onsite vegetation and materials for
streambank stabilization when practicable.
11. Materials used in channel must be washed or clean materials.
Please be advised that these comments are provided without benefit of a 404 application package and that
they are based on our discussions with you and Mr. Broyhill on this date as well as our knowledge of the
area. If other pertinent information becomes known to us, we reserve the right to provide additional
recommendations as appropriate to protect fish and wildlife resources in the area.
Thank you for the opportunity to review and comment on this project during the early planning stages. If
you have any questions regarding these comments, please contact me at 336/769-9453.
Electronic Copies: Matthew Gantt, DLR-WSRO
Daryl Lamb, DWQ
John Broyhill, Owner
Randy Woodrow, Watauga County
Triage Check List y 149
0 P
Date: ILI Project Name: OtDw a Ci e
DWQ#: (1LA - I3 ?3
County:
To: ? ARO Kevin Barnett ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noe an
? MRO Alan Johnson 0-WISRO aryl La
? RRO Mike Horan From: x'10 yz, ;?? Telephone : (919) 7-3 3 - i

The file attached is being forwarded to ?pur for your evaluation.
Please call if you need asstance.
1
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
b?.r_4.4fs the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
?o
P.
• A _ lY?I1 i

av Y C'V-e
L

FILE n
b 7
Appalachian Crest
Dam
WERANDS
AUG 2 M L-M
WATER QUALITY SECTION
in care of
John Broyhill
# 041383

C) q 1v3
PLAN ENGINEERING CORPORATION
ENGINEERING NOW AND PDR THE FLMJRE
Date: August 24, 2004
To: John Dorney WETLANDS / a CR0Up
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center AUG 2 7 2004
Raleigh, NC 27699-1650 WATER QUALITY SECTIQN
Re: Appalachian Crest Dam in care of John Broyhill # 041383
The attached plans are for the 404 and 401 permit applications for the Appalachian Crest
Dam Breach project.
Steve Chapin, Army Corps of Engineers from the Asheville office, stated on August 19, 2004
that a 404 and 401 permit were needed for this project. (Attached is the General permit
Verification, Action ID. 200431425).
The project was approved by the NCDENR Land Quality Section, but now require approval
by the Water Quality Section.
A check for $475.00 was submitted to you on August 20, 2004. Darrell Lamb, NCDENR
from the Regional Office in `,Vinton-Salem, stated that the original plans were never sent to
you. Attached are the five (5) sets of plans for this project. Page 8, item # 1, was changed to
reflect Steve Chapin's comments on the general permit verification.
Please note that this project is within a week of being completed (weather permitting).
Everyone is worried that this delay might allow a large storm to come in and possibly
damage Price's Lake (a prestige water lake downstream). Any help in processing this permit
faster would be appreciated.
Please let me know if you need more information.
Sincerely,
Ole /14-/,00?-
Richard J. Franklin, P.E.
PO Box 1691
Hickory, NC 28603
[phone] [phone] Fax
[e-mail]
r
-
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, P.G., P.E. Land Quality Section Michael F. Easley, Govemor
Director and State Geologist William G. Ross Jr., Secretary
September 23, 2003
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. John Broyhill
Post Office Box 905
Blowing Rock, NC 28605
RE: Approval to Breach
Appalachian Crest Dam
Watauga County
WATAU-024-H
Watauga River Basin
4-
Dear Mr. Broyhill:
This is in response to your submission dated June 6, 2003 and received on June 19, 2003 of
plans, specifications and design data for the breach of the subject dam in Watauga County on
Boone Fork Creek in compliance with the Dam Safety Law of 1967. Also, Check Numb 108
in the amount of $200.00 serving as the minimum application processing fee was received on
August 15, 2003. The plans, specifications and design data were prepared under the supervision
of Mr. George L. Eller, PE.
This letter constitutes approval of your proposal to breach the subject dam according to the plans
and specifications received by this Division on June 19, 2003 with the following stipulations:
1. Project construction shall be supervised by Mr. George L. Eller, PE.
2. During construction the Division of Land Resources may require such progress reports as
are deemed necessary.
3. Upon completion of the project, Mr. George L. Eller, PE shall inspect the completed
work and upon finding (a) that the work has been done as specified and (b) that the
breach has been sufficiently stabilized to restrain accelerated erosion, shall file with the
Division of Land Resources two sets of "as built" drawings and a certificate stating that
the work has been completed in accordance with the approved plans and other
requirements.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-45741 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604
4. Erosion and Sediment Control Plan Approval shall be obtained from the Watauga County
Local Program prior to beginning construction to breach the dam.
5. If any water remains impounded by the dam, it shall be drained in such a manner as to
preclude downstream sedimentation.
6. Sediment in the former impoundment shall be stabilized.
7. You must notify Mr. Matthew E. Gantt, PE, Regional Engineer, Land Quality Section,
585 Waughtown Street, Winston-Salem, North Carolina 27107, telephone number (336)
771-4600 ten days before the start of construction.
The corrugated metal pipe in the dam may deteriorate such that internal erosion and/or collapse
will occur. Tf is suggested that this pipe be-removed anti replaced with compacted hIi once the
breach section is complete. Alternatively, the pipe may be slip lined and the annular space
grouted, or the pipe may be filled with a material such as concrete, grout, or flowable fill.
You may wish to contact Mr. James Ronald Linville with the North Carolina Wildlife Resources
Commission at [phone] for concerns about threatened species. Also, it is recommended
that the need for an Army Corps of Engineers or Water Quality Section permit be determined.
Enclosed are a cost certification form and an explanation of the final processing fee calculation.
An additional fee will be required when the owner's and engineer's certifications are submitted if
the cost for removal of the dam exceeds $10,000.00. The cost certification form must be
completed and returned with the engineer's certification in any event. For additional assistance
you may contact Mr. Mathew E. Gantt, PE in Winston-Salem or Mr. Maxwell R. Fowler, PE in
the Raleigh Central Office at (919)33-4574.
2-I
Sincerely,
11GS D.
erector
JDS/MRF/TVI
Enclosures
cc: Mr. John Broyhill, Jr.
Mr. George L. Eller, PE
Mr. Randy Woodrow
Mr. James Ronald Linville
Mr. Larry Coble, DWQ Regional Supervisor
Mr. Matthew E. Gantt, PE
dC; "// v" -';" b
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200431425 County: Watauga USGS Quad: Globe
WETLANDS /,f^'
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Mr. John Broyhill AUG 2 7 2004
Address: P.O. Box 905
Blowing Rock, NC 28605 WATER QUALITY SECTION
Telephone No.:
Size and location of project (water body, road name/number, town, etc.): Broyhill property located on 271 acre tract -
ls` gravel road off of Collins Store Rd; near Blowing Rock.
Description of activity: Install rock in approx 220 linear feet of channel that was created in a recently breeched
dam on the above referenced property on Boone Fork for stabilization purposes. The work must be done in strict
accordance with submitted plans, the attached conditions, and those conditions outlined in the enclosed NCWRC
letter dated August 20, 2004.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344)
_ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all modifications. If
the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply
with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under
contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve
months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised
on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact
Corps Regulatory Official OL- i..?- Date: August 20, 2004
Expiration Date of Verification: August 20, 2006
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Mr. Randy Woodrow, Watauga County Planning & Inspections, Box 7 Courthouse, Boone, NC 28607
Farthing Construction, 17 Dogwood Knoll, Boone, NC 28607
Mr. Richard Franklin, Atlantic Plan Engineering Corp., P.O. Box 1691, Hickory, NC 28603-1691
t`
ATIANTIC PL4NENGEVEERING CORPORATION
ENGINEERING NOW AND FOR THE RTM'RE
Date: August 20, 2004
To: Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650 WETLANDS/ 401 GROUP
Re: John Broyhill/Appalachian Crest Dam Breach AUG 2 3 2004
To Whom It May Concern: 10-41383 WATER QUALITY SEC
i70N
Enclosed is a Pre-Construction Notification Application for the above referenced project.
If you should have any questions, please call my office at [phone].
Thank you,
Richard J. Franklin, P.E.
President

PO Box 1691 [phone] [phone] Fax
Hickory, NC 28603 [e-mail]

Office Use Only: Form Version May 2002
USACE Action ID No DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "MA".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide #39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
WETLANDS/401 GROUP
1. Owner/Applicant Information
Name: John Broyhill AUG 2 3 7no4
Mailing Address: P.O. Box 905 VdArto
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: atlPlan&conninc corn
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:

Fax Number:
Page 5 of 11
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Approval to Breach Appalachian Dam
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1887-75-1874-000
4. Location
County: Watauga Nearest Town: Blowing Rock
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): 4 miles west of Blowing Rock
on US Hwy 221, turn right on Collins Store Rd left at V gravel road to site.
5. Site coordinates, if available (UTM or Lat/Long): 036°07' 35.70"N 081 ° 44'21.76"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 271 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Boone Fork Creek
8. River Basin: Watauga River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Farm use/90% complete following approved breach plan.
Page 6 of 11
10. Describe the overall project in detail, including the type of equipment to be used:
Dam breach and stabilization of breach 2 track hoes I dozer and 2 dump trucks.
11. Explain the purpose of the proposed work: Dam breach - follow the approved dam safety
plan approval dated Sgp ember 23 2003 from James D. Simmons Director. NCDENR.
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of I 1
1. Provide a written description of the proposed impacts: No proposed impact on
wetlands is anticipated -
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

# List each impact separately and identify temporary impacts. impacts mcmae, out are not nmutea to iummuncut wuu ntr, V auntg, iua,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIItM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://wTAv.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: I+ acre
Total area of wetland impact proposed: NIA
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
N/A

* List each impact separately and identity temporary impacts. impacts mcmue, out are not mmtea to: ctuvertw auu aawctatcu ttf, taY,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1400-358-9616, or online at
,.y%yw.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e-g., www.topozone.coni
www.manauest.coni etc.).
Cumulative impacts (linear distance in feet) to all streams on site: NIA
Page 8 of 11
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other waxer of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact- Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
New Channel .10 Boone Fork Creek

s List each impact separately and identify temporary impacts. Impacts mciuae, out are not mmiea tu: nu, excavM1VII, UA..&..r„
flooding, drainage, bulkheads, etc.
Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Follow the approved dam safetyplan approval dated September 23, 2003 from
James D. Simmons Director NCDENR.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of I I
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htmL
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 1 l
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
• Zone 1 extends out 30 feet perpendicular from near bank, of diumic,; [.vuc L. Cxmuua a..
additional 20 feet from the edge of Zone 1.
Page 11 of 11
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property. Affil
XH. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from tthteoposed project, or available capacity of the subject facility.
XM. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No N
Is this an after-the-fact permit application?
Yes ? No 19
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibilk problems, or other issues outside of the applicant's control).
C-1
App cant/AgenN Signatu Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
O`( /3g3
1. Provide a written description of the proposed impacts: Install rock in approx. 220
linear feet of channel that was created in a recently breeched dam on Boone Fork for
stabilization purposes.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of hnpact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A
GROUP

} Y C 4 _
it
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.aov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1+ acre
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),.
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included-
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.ma)guest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 8
Wetlands Tracking

Facility Name Appalachian Crest Dam c/o John Broyhill
Project Number 04 1383
O Inactive
Project Type purpose of
Location
County Watauga
County2
Region NVinston-Salem
DCM Office
COE Office Asheville
401s Last Total Total Total Mit Recvd Sent to Recvd Action 401 401 Totals Mit
Recvd From Date Region Region Date Last Action Acres Feet Acres Feet s
, ?'t'T2°
r 12,10 t r r = 401
401
Total for Project:
Inspections/ Violations :,;, r f r>
Inspection Date Inspector Compliant Letter Type Date Sent Reply Date Current St ;s.
;.
} i , #?CQ_XF _ON,E I.;
i 444"1

HOLLOWMfAY MTN. RD.
NCSR 1559
BOQNE
HWY. 105 LEGEND
- - CONSTRUCTION ENTRANCE/EXIT
20 0 20 4-0 60 - - DIVERSION
BLUE RIDGE PARKWAY
» > 4 . y ~ CONSTUCTION ENTRANCE; EXIT
c 1 = ae '
SITE i
PROPOSED GRADE
_ _ EkISTING GRADE
ro
To Hwr 22t ago
..``,NV~LLE ~ ~Y,NC ~RO
Ck
VI J ITY MAA N.T.S.
""~M NDS/401
CROUP ~r
AU
G2320 04
WA 1~Rt~(I A11TY
r~ Q SEC1~ ON
~~M , d. ~ ohur A ~
R~ A ~ cr, ~
oN ~ v qR fq ~ ~ D~ STEEL POST
~ STONE IS TO BE MI 6 O.C. NE IS TO BE MAINTAINED ~
~ ~ ~ i IN A CONDITION AS ~ CONDITION AS TO PREVENT
MUD TRACKING fR0' i, CONSTRUCTION TRAF TRACKING FROM T}RES BY ISTRUCTION TRAFFIC. FILTER FABRIC - 2'-6"
~ ~ 1'-6" FLOW
FLOW
V` ~ MIN. 6" GRAVEL FILL
6" 1
~ SEDIMENT TF2AP t ~ A A 2~T RM
G ~'i G BE ' TT F
r~ j ~ , ~ ao OM OF ENCE AND FILTER FABRIC To . ~ " H
~.j ~ BURPED IN EXCAVATED 6 18 TRENGH
~ ~ ~
CONSTRUCTION LIMiT~ ~ f -STONE SI; - STONE SIZE 2" - 3'" WASHED STC'7NE POST TO BE DRIVEN.
~ -PAD IS SI I ~ I - PAO IS 50' TO 100' LENGTH OF ti" MIN DEPTH BY 18" BELOW GRADE
12' tiNN. IF NECES. 12' MNJ. WIDTW - IF NECESSARY, DRESS WITH ADDI11tiNAL STONE AS
r ~ I N EEDED NEEDED. N.T.S.
N.T.S.
i
N.T.S.
~I ; .
~f i ~
~ 12" TWICK - ~5 WASHED STONE
i ~ l.~

\ 1.5'
- '~X.'
~ l - ~ J~V~+M1rq.f. nnV1 - - {
1'Bgp`-cost./ ot+re
Y~, 5~ ~
_
r 4 fl ~ q ~ , r f ' t _ ~ : b. ~ti ,.e'7 r .r
\ GRAVEL ENTRANCE ,w--' " ~ ~G ,i i~__
_
~ FILTER FABRIC
u-~ S 1 ' Q '~\~:C'~l k't' _ ~ 12 RIP RAP ~~m ~ , i -
~ n
~ ~ -
- j ~'~4! 'S~r CROSS
~51GN
I SE"1'TLED OVEFiII 6' TOP ^ FOR SETTLEMENT
a 'ti~~' r
, ~~'h, f , , 3.a
- ~'3 ;'~'`r''~'~''` ';r~-. ~ , 2:1 SILK ~ ~ sr St.OPE MAX.
FILL F T " * EMERGENCY BYPASS IL ER s.lrp>'-' 1.1 .SIDE "
~ RUCT10>V LJ>rIlFS FABRIC SLOPE MAX. 6 BELOW SETTLED ~_.<a.~ T P 0 OF DAM
. NATURAL
' GROUND
~ W

~ \
' / j ~ N.T.S.
~ ~ ~ 1
f ~ TRAP D W L A
~~t 1 NO. DEPTH FT WIDTH FT LENGTH Ff ROCK DAM FT
1 2 22 43 4
i I 2 3 ~ 4 3b
I } -t i I i, ~
f ; I ~ ~ O
o w ~

~ eRaY?~u •
P,O. 9OX 905
91t3fIM1WG ROCK; AIC I*i: $?$-2615-3615
p.B. IBC
oy; "ATLANTIC PLAN ENGINEERING
~R~I1VG CORP. S"' ""`TEMPORARY STOCKPILE AREA PRWECT APPALACHIAN CRM DAM
P.O. aox tevi
NI t(. 28603 e-m ttlpl~~ Anlac.com 1~H0t~~ 927-2821 FAX:~ij6) 9P9'-44~3i s~•~a~ EROSION CONTROL PLAN JOAN $ROYIiML 1
WrrevcA coutrrr, [ate cam:

NOLLOWWAY M?N. RD
NCSR 1559
HWY- 105 ~'`j
BLUE RIUGE PAPKWAt' 20 0 20 40 60
i

Scale 1 " = 20'
SITE
r
t,
SRC„ k
VICINITY MAP _
N.T.S.
SEDIMEN i TRAF

I""'~~
/ ----CEDN5I~U TIr~N {MITE C L
~.r'

DwERS10N--'~ 1

, i
Rti
DIVERSION---~,
~ 1 ~ k a
/
'-~--SCIIL STOC:KPIIE ARER-- i
r
wr
1.
~

/
- -
~ 42 ;

- -
• ~
j ~ ~ ~

CONSTRUCI'IOk Li~11TS _ 34
i
.r.,~ r
i ~ ~
' ~ _
4~
Q.. R
~4
l

1
~ f r
j

~
\ y
CFA S
t

_ t
t

\ - ~ / r
~ ~ `~94 ~P~~
/ RICHARD 11dN
P.E. NC 0$685
1 /!-oy
\
v
fAMSIONS
^ 'E° M- ATLANTIC PLAN ENGINE Ea RING C tNG CORP* ~ TEMPORARY STOCKPILE AREA ~ JOHN APPALACHIAN 3~' DAY ~ 2
P.~O. BOE iM! pT gPHA N.C. 25M 38"x' i
~ ~me,eQm EROSION CONTROL PLAN 'WeXuucn COUM, c,~r",

, ~ Mme,.
_ PERMANENT SEEDING N0, 1 M FOR :STEEP S~OPES,
NARRATIVE [BOSTON CONTROL CALCULATIONS TEMP+~RARY SEEDINt~ RECOMMENDATIONS AVERAGE SOILS; LOW MAINTENANCE
FOh FALL
FP,OJECT DESCRIPTION: FkE-CONSTRUCT10N_RUN-OFF SEEDING MIXTURE
SEEDING MIXTURE SPECIES RATE (t8/ACRE)
THIS PROJECT IS BEING APPROvFD IN A Y"EAR 5?ORM FLOW USED. SPECIES RATE i18;`ACRE~ TALL FESCUE 100
COOPERATNE EFFURT BETWEEN THE ~OUNTr C?N SITE DRAINAGE. RYE (GRAIN) IZn SERtCEA LESPEDETA 20 KOREAN LESPEOEZA 10
AND THE STATE. NA?TONAL FORMULA ~=CIA SEEDING DATES REDTOP 5
THE PURPOSE OF THIS PP.OJECi !5 i0 iCOEFFICIENT) = 0.4 KEMUCKr BLUEGRASS 5
STOCKPILE MATERIAL TAKEN FPOM DAM (iNiENSITr? = 8.14 INi,HESj~4 HQUR~ Mi>UNTAAIS - AUG. 15 -DEC. 15 roASTAL PL,uN ANO P~~o?ror+r - AUG- , 5 - oEC. ~o SEEDING NOTE
BREACH. APPROXIMATELY 0.46 ACRES WILD 4 ;DRAINAGE ,4REA) = 0.66 ACRES AFTEP AUG t, USE UNSCARffIED SEED FOR SERK;EA IESPEDEZA.
BE DISTURBED AT THE TWO LOCATIONS. 0 10.40){8.141(0.56)= 2.15 CFA SOIL AMENDMENTS
FOLLOW $00. TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUITURAI. LIMESTONE .AND t,00D L8/ACRE NURSE PLANTS
SITE DESCRIPTI9N: ~DIMENT TRAP t0-t0-1D FERTILIZER. BETWEEN MAY I ANO AUG. 15 ADD tO l8/ACRE GERMAN MILLET OR 15 lB/ACRE SUDANCRASS, PRIOR TO MAY
ONE SITE IS SITUATED IN A RELArivEL~ SIZED FnR SURFACE AREA OF C 01 Ac. PER CF, 1 OR AFTER AUG. 1S, AD6 AO lB/ACRE RYE (GRAIN). Ff MAY BE BENEFICIAL TO PUNT THE GRASSES ttJ UTE M ~ ~ SUMMER AND 4>iERSEEp THE lESPEDELiS IN MARCH.
LEVEE AREA ON THE SOUI`H WEST SIDE OF BASED ~?N THE ~0 YEAk FLGW APPLY 4,004 LB/ACRE STRAM ANCHOR STRAW BY TACKING WffII ASPHALT, NETTING, OR A MULCH ANCHORING
AN ACCESS ROAD, THE OTHER SITE iS TODL- A DISK WITH BLADES SET NEARLY STRAIGHT cxI 8E USED AS A MULCH ANCHORING T41x. SEEDING DATES
SITUATED JUST BELOW THE EXISTW~ DqM TRAP D!ST pR~;iN Q10 SURF:=.!= UEP?H WIDTH LENGTH ROCK DAM 'OCK DAM MAINTENANCE ~sT `~"S~LE BELOW 2500 Fi AUG. 15 - SEPT. i JULY 25i - MAY l0
SLOPES ON THE SITES RANGE FROM 5% TO Ni). AREA_~A AREA.___ FT.____FT. FT. WIDTH W) D REPAIR AND REFERT0.ITE DAMAGED AREAS IMMEDMTELY. tOPDRESS WITH 50 l8/ACRE OF NITR00EN IN MARCH, MAR. I APR. 1 MAR
33%. THERE IS NO EVIDENCE OF EROSION 0.15 0.56 L 15 X37 2 22 43 4 4 1F IT IS NECESSARY T6 EXTEND TEMPORARY COVER BEYOND JUNE T3, OVEASEED WTTH 50 lB/ACRE KOBE ABOVE 2500 FT : JULY 23 -AUG. 13 JULY 13 -AUG. 30 (PIEAMDIJT AN6 COASTAL PLAIN) OR k~tEAN {MQIN(TAINS} LESPEAfIA M UTE FEBRUARY OR EARLY MARCH. MMP. 20 -APR. 20 MAR. S -MAY 15
AT THIS TIME ~ 0.31 0.60 1.95 849 3 ~0 30 4 COMPLETE SEEgNG EARt~R FALL, ANt1 START LATER IN SPRING ON NORTH FACING AND EAST FACING SLOPES,
SOIL AMENDMENTS
ADJACENT PROPERTY: APPLY LNdE AND FERTILIZER ACCORONVG TO SOIL TESTS OR APPLY 4,Op0 l8/ACRE GROUND AGRx~II.TURAL
LAND USE IN ?HE VICWITY IS LIMESTONE AND 1,000 LB/ACRE S-ID-10 FERT"k12ER,
UNDEVELOPED RESIDENTIAL. THERE IS TEMPORARY SEEDING RECOMMENDATIONS
APPROXIMATELY O.Fi6 ACRES OF OFF SITE FOR SUMMER Ml,?LCH
DRAINAGE THAT FLOWS THROUGH THE SITE. APPLY x,040 - 5,000 lB/ACRE CRAB! STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING.
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. SEEDING MIXTURE
SOILS: SPECIES RATE (LB/ACREI MAINTENANCE
SOIL IS UNIFIED TEXTURAL CLASSIFICATION ~RMAN MILLET 40 MOW NO MORE THAN ONCE A YEAR. REFERT0.IZE RI THE SECOND YEAP UNLESS GROWTH IS FULLY ADEQUATE
NI THE WEgJONi MID MOUNTAINS. ASMALL-STEMMED SUDANOFIASS MAY BE SUBSTITUTED AT A RATE OF 50 RESEE°, FERTILIZE. AID MULCH DAMAGED ARMS fMMEC4ATELY
SM, SM-SC AND IN HYDROLOGY GROUP Q tb/ACRE. REFER TO APPENgx 8.02 iN EROSION AND SEgMENT GONTROI PLANNING AND DESIGN MANUAL FOR BOTANICAL
THE SOIL ERODIBILITY FACTOR IS 0.24 AND
SHOULD HAVE A MODERATE EROSION RATE. S EDING DATES E
NO SiGN~FICANT EROSION IS ANTICIFATFD MOUNTAINS -MAY 15 -AUG. 1$ P(EOMONT -MAY 1 - AUG 15
WITH THE NEW CONSTRUCTION. GMSTAL PL1dN -APR, ,5 - Auc. 15 PERMANENT SEEDING N0. 3M FOR :GENTLE SLOPES,
AVERAGE SOILS; LOW MAINTENANCE
CONSTRUCTION SCHEDULE SC}i~ AMENDMENTS
FOItCW RECOMMENDAMNIS OF SOIL iESTS OR APPLY 2,000 LB/ACRE GROUND AGRK;ULTtIPo~L LIMESTONE MID SEEDING MIXTURE
1. OBTAIN EROSION CONTROL PLAN 750 l8/ACRE 10-10-10 FERTILRER SPEC0.5 RATE (l8/ACRE}
APPROVAL. M U H TALL FESCUE 60
FLAG WORK LIMITS. APPLY 4,000 LS ACRE STRAW. ANCHOR STRAW BY TACKk1G WRH ASPFW,T, NETTING, OR A MULCH ANCHORk1G ~~U' 15 / KOREAN I~SPE~7rA 10
3. HOLD PRE-CONSTRUCTION TOOL. A qSK M9TN BLADES SET NEARLY STRAIGHT GAN BE USED AS A MLN~CH ANCHORING TOOL KENTUCKY BLUEGRASS t0
CONFERENCE AT LEAST ONE WEEK
MAINTENANCE SEEDING NOTE
PRIOR TO STARTING CONSTRUCTION. REFERTgJZE IF 4ROWTH IS NOT FULLY ADEOUTE. RESEED, REFERTTLlZE ANO MtkCH N~IEDYdfLY FY)11.GWBiG 1. AFTER AU6. I, USE UNSCARIFTED SEED FOR SERICEA t.ESPEDEZA
4. INSTALL TEMPORARY GRAVEL EROSION OR OTHER DAMAGE 2. WHERE. AFPfJtRAMCE IS A CON51EiERATi01I, OMIT SERfcEa LESPEDEZA AND tNGRFASE K01~iW LESPEDEU TO 44 LB/ACRE.
CONSTRUCTION ENTRANCE/EXIT.
5. INSTALL SE[71MENT TRAP AND P NURSE LANTS
DIVERSIONS BEFORE FIRST BEIYTEEN MAY t ANC MJt: 15 ADO f4 LB/ArDRE 6ERMMI MTLLEf OR T5 LB/ACRE SUDANGRASS. PRIOR TO MAY
eONSTRUCTlON ACTIVITY BEGINS. i OR AFTER NJG. 13; AOD 10 LB~AGRE~ RYE (GRAIN).
6. GIN PLl~iNG STflGKPILEO 501. R MM N ATIONS TEMPORARY SEEDING ECO E D SEEDING ~Al'ES
TEMPORARY SEED FILL SCOPES. FOR LATE WINTER AND EARLY BERING ~csr POS'iIBLE
8. PERMANENTLY VEGETATE AND MULCH sELOw 2744 FT : ~ ~ , s - ri
ALL REMAWING OPEN AREAS. dXT R ' ' SEEDING M U E _ >4 ~ .
9. INSPECT AWD MAINTAIN EROSION r : : a . ~ SOIL AMENDt~ NTS
CONS'ROk. MEASURES ON A DAILY - . , t.~, . ,
~A51S. MAKE REPAti2S IMtr1ED1ATELY. • PsAMi, _ A?Kal MK AllB AGtOOROMIQ ~ 8011 t~ OR APrLr 4,444 L!/K"~I sR0UN0 A~6181Yl1RlML
CLEAN SEDIMENT TRAPS AFTER EACH w ~ » ; Ana atjN N-a .
RAINFALL EVENT. OMIT ANNUAL LESPEDf2A M91EN DURATION ~ TEMPORARY COWE(t 6 N01 3a , M~~H ,
~r ?'s .dt AfRY 4,OQ0 LR/AtpfE CRMN ST11Alk: N1CI#DR ~w BY TACKNG MEIN ASPlIAIt, ROVING. OR NETTNG, QR BY
SEEOII!~G aA~E~ ~ , aB+c wa?1 ~ aN eupas sn ICY srla~?1+ cAp aE USED ~s A
• EROSION CON7Ra~, PRACTICES MOUNTApJS - ABaVE 2500 F1' F`EB. l5 -MAY t 5 MFiL)~I ANCHORING AE1:OW 2.10D FT: FEB. 1 -MAY t
?IEnMONT -JAN. , -MAY , MAINT N E ANON
1. SEDIMENT TRAP WITH ROCK FILTER COASTAL PWN -DEC. , -APR 13 RE~1tJiE IN TtiIE SECOND Yf/IR UNLESS 6RGWRI IS FULLY At1>ALYTTE_ MAY BE MOMED ONCE 0R TWITS PER
DAM CONSTRUCTED AT LOW POWT TO MAINTENANCE PLAN AM N M NTS YEAR, BUT HOMING NOT NECESSARY. F'~ahtd~2f, JVIp MULCJ oA+A~EO AREAS MiMEDY1TELY. SOL EQE
FILTER RUN OFF FROM DISTURBED FT?ILOW RECOMMENDATK)rl5 OF 500. tESTS OR APPLY 2,400 I.B/ACRE IRIOUt~3 ACRIf~ITURAI. IIi~ES'CONE f~ID REFER TO AOPtfIDtX d.d'1 IN EFK1SIaN MM? SEflMEIIT CONTROL PUNtlING Ate DE'61GN MAMUAI POR 89TANICAI.
AREAS- 1. ALL EROSION AND SEQIMENT CONTROL 130 LB/ACRE 10-10-10 FER}~.tZER. tNMES.
2. DIVERSION SWALES TO DIVERT RUN PRACTICES WILL BE CHECKED FOR
OFf TO S€DIMENT TRAPS. STABILITY AND OPERATION FOLLOWING MU CH L
3. CONSTRUCTION ENTRANCE/EXIT E~/ERY RUN OFF PRODUCING RAINFALL APPLY 4,004 I.11/ACRE `3TIblW. AN(YibIF &TAAW Et' TACIQMrC MRM ASPNM.T, NE1fM16, OR A MFMLCN Ai1Cfi~NNG
PLACED A7 ACCESS TO PROJECT. BUT IN NO CASE LESS THAN ONCE T00L. A DISK TRTN BLADES SET NfMAIY ST'RAA;H/ CAN 8E IkSED AS A #It1{:E~'N F!K#R,l.
VEHICLE TIRES TO BE CLEANED OFF EVERY WEEK. ANY NEERED REPAIRS T MAIN ENANCE
REf'ERTILIZE R t~YTM rs NOT F't~I,Y AQEOBATE- RESEED, R~iN~EE ANb Mllld{ 1118
AT THIS LOCATION DURING WET WALL BE MdDE IMMEDIATELY TO EROSION OR OTHER 6wA6E
W~,4THER, BEFORE EXITING THE SITE. MAINTAIN ALL PRACTICES AS
4. SILTATION FENCE TO BE INSTALLED I~ DESIGNE0.
S~LTATIQN pCCUR5 BEYOND THE 2. SEflIMENT Wlt,L BE REMOVED FROM
DIVERSIDNS AND TRAPS, OR AS SEDfMENT TRAPS AFTER EACH
DIRfCTEO BY THE ENGINEER. RAINFALL EVENT. GRAVEL WILL BE
5. THE SURFACE 4 TO 6 INCHES OF FILL CLEANED OR REPLACED WHEN THE
SLaPfS T~ BE LEFT 4N A LOOSE SEDIMEtdT POOL NO LONGER DRAINS
CgND1TI0N AND GROOVED ON THE PRQPERLY.
CONTOUR. 3. SEDI#A€NT WILL BE R€MOVED FROM
7. SLOPE STABILIZATION BY VEGETATION BEHIND THE SEDIMENT FENCE WHEN
AND MULCH A$ NOTED IN THE ~T BECOMES A80UT 0.5 FEET DEEP
SEEDING SPECIfICATtONS. AT 7NE FENCE. THE SEDIMENT
8. QUST CONTROL WILL B£ FENCE WiIL BE REPAIRS AS
ACCOMPLISHED BY SPRINKLING If NECESSARY TO MAINTAIN A BARRIER.
EXCESSIVE DUST IS GEt1ERATED. 4. A~.L SEEDED AREAS WILL Bf
9. AIL DISTURBED AREAS' PERAAANENTLY FERTILIZED, RESEEDED AS NECESSARY
5EfQED WHEN fINISNED GRADE IS AND MULCHED ACCORDING TO -
REACHED. SPECtfICATIONS IN THE SEEDING -
10. TEMPORARY M€ASIIRES TO BE SPECIFt~AT10NS TO MAINTAiPt A
INSPECTED DA4LY AND MAINTAINED ViGOROItS. DENSE VEGE7AT~VE COVER` 1
U~171L SITE IS 5TA8ilIZEQ. SEDIMENT
7it~iP5 TO B£ CLEANED OUT AFTER
EACH RAlNFA1~L EVENT. ,w,
11. PERMANEI~'f EROSK7N CONjROt TO BE .
ACCOMPLISHfO WITH Ph4)PER
VEGETATIOtd. . < - ~ - ,
`gib
F.. ~
.
.r ,
Y ~ a FAIACA~ CRS D!
07-15-o4 By, *r
MAN TIT- s w3 yy~ ~r;,x~ - - .try r.•*,i as.
Abe" l ~ INC ~ ~ATIQ JAN ~ f? ~
f - ! ezA u" tgoxrs caROtMA lm. MAO 10
i FAX 7'
.

i
f
I
VICINITY MAP INDEX OF DRAWINGS
OLLOWAY MTN. RD. SHEET i
NCSR ,559 DESCRIPTION n
,os ~ea~ NO• J
t0 I CDvER SHEET N
~,o,. c' BASE MiaF ~ n ~ z I
BLUE RIDGE PARKVAY - 3 BREACH PLAN R~ 1401 G c'* n ~
- - ~ ERASION CONTROL PLAN ,1fdG5 w I WE~G 4~
- - - - - ~ N 004 4r 7 ~ ~ C ~i
EROSION CONTROL PLAN 2 UG ~ N A ~ m
SITE - - 6 DETAIL SHEET SON . , SEC c- 4 c ~p TI
Q~ dN ASR W ~ ~
~ x
2'~ - - - - - _ _ - - - - - _ m
TO UNVILIE 70 BLOWING
ROf K a
s
f
ti ! ~ I
0 wNER Ct i N
u} j 11
"V N
John Broyhill I r~
n ~
P. O. Box 905 Q) , ~ u'7
~ w f t ' ZN
~ ~ ~n I r' ` ~ n I
BI o win g Rock, NC 28605 ~ 11 I
C'~ ~ J ; n i
~ V
828-295-3675 x ~
m
"s
a:
ENGINEERS WATAU GA CCJU Municipal Eng~neer~nq Services
i
P. O. Box 349
s i
Boone, NC 28607 PROJECT NO. B02-
~ ~ a
828-262-1767 tM ~
. 5 l.. ~ lH
r n, 57~?' .I..! ~ ca ~
E` r++ M
~ ~ ~ ~ _ , F~.
~
~ _ C:~
n sneer ~ 1' ~ i 9
~
M nrEi n ~neerm erv?ces C m u o n PA 4 a . Y ~j ~,r
r er N. , B n N . oo ~ .
~1c~ ~
C1,
Ct~ ~ ~
. tl. -
CL
LEGEND LINETYPES
1 k
I
~ EX. POWER PALE PROf-'USED FDWEF POL(_ -~ro~~- FeGFp;ED rON!OUaS
I
EX. SS MANHpLE • PROFpSED SS MA~IHpLE ~xtsr(NC; roNrouas
I
UA EX. GATE VALVE N P~'OPOSED GATE VALVE ~rREnM ~F rf,E~k
EX. FIRE HYDRANT ~ PROPOSED FIRE HYD~'AtJT ~~a0~'OSED ~r~M; D d ~
w ~ ~ W 1
EX. LIGHT POLE * PROPOSED l1f,HT POLE _ _ _ Ex sip~M DeafrvAr,E Z
Y' y
EX. DRAINAGE ~ PROPOSED DRAINAGE oc•pFp~Fp ~~rli.11lrS ~ i b I ti
STRUCTURE STRUCTURE a
o
0 EX. WATER METER , PRDP~SED - - - CENrEPI.lNE A W a a `
WATER MEtER o
WELL - _ FENrfc ,
GUY WIRE
- Ex. VAiEBLME . W w
TEST P11 PIF-RAP APROM I~ ~ ro
- pfr,Nr-Or-war LME
~pl EX. DRAINAGE ~ S?ONE OUrLf_T aNO [nSEMENrs rn M ~ e
MANHOLE I ' I PI N ~ ~
- Er. ;nNirn~r SEaEF i Y o e
EX. TREE ~ CA?rH SAS1N >~tT rENrE SG~If~ Nr5
p+~iE. a~-rr-t;~
Dt~wN, 8Y' d,~+
-a- cir.~i ~ DR[lP INI FT r,.,~ . • - ~.x~n nu. n r
" 1 1 f I I C.-"I ~ 'IIrU MUU VJ L.l rC. t,.*'1nd f7 l'GG
PP4)rr i Nua8ER
C.ONSTRU. T1QN ENTRANCE - - - pOVERIlNE C
DRAMMG N0. SAII NO
C-1 1 OF 5
yy i

LINE Trag lE LINE LENGTH BEARING T LINE LENGTH AR
BE ING -Lf 49,66 N62'40'S5'E t44 t1,f0 N$7.06'10'C '
t2 Ib0.79 N62'~fl'S2'E L4S 20,14 N33'16'15'w
I ~t3 210.00 S29'25'30'E l,6 S9.B1 NS7'91'S1'E
L4 36.32 NS7'S9'07'E ~ U7 18.98 S33'48'SS'E t. l5 72.66 ?421` 'SI"E l48 109.99 N99'41'47•E ~
L6 66.16 N09'35'S6'v ~ ~ ~ ~ ~ ~ a? l 9 22 .28 370 l9 58 E N
L7 60.73 ?4p5'S6'SS'E L'.10 4L97 S38'01'23'E ~ i
t6 70.60 td1S'14'31'E LSl 1!0,76 Tq ' ~ Q L9 103.82 NI ' 9'4 ~ 515E , ~ ~ S 3 S E LSa 64.63 NIO'15 27 E t
t 10 117.10 N54'Ob'29'E L53 54,03 r476'gT10'w n
1.11 !76.87 333'17'19'E l5/ 59.24 NO '21'16'V ~ W " j
L12 225.68 N4q'S8'09'E LS .17 N03'24'22'E ~ Z N I L13 381.31 N02'S3'44'E l 129.25 'W ~ '
Lil 51191 $ '4 ' C N ~ 89 Ot 2 E tS 99.03 N23 06 38 v Q m i
t15 r0 .S9 SOt'27'40'E t~5 210.2] S'28' 8`V ~ I
N e 4g' lib 142.62 S89'it'09'E l59 105,33 N39'q '22'v ~ ~ ~ i. f 7 49.07 N08'29'?8'v a
48 W 0 lbd 17q.23 ?+13 29'v ~ ''1 amp lib 224.30 S88'49'09'E l61 120.75 ~9`13'28'v x"
/2~ L19 113.58 N83'S4'3q'E L62 14. 4' ~ n 3 08 N2 50'S8•v
~1 ~ ~ 8~ ,5 L2B 387.97 N79'20'S2'E l63 12<.50 N '3l'Se'v (J m I 32 ~ t.~1 65.56 S8e'g8'09'E l64 17.44 N67'16'S8'v
.r , c~ W e G ~ jr _ V ~ 1.1 l22 77.42 369'08'50'£ l6S i}7,8p N81'1S"38'v
79 ~ S ~ l23 91.b7 S08`Sb'10'E l b 337.15 Nt4~ 7' 'V d.
. v l24 108A4 7. $ ?48 1210E l67 54.g7 S86'21'02'v L2S 99.95 ~1'45'20'E L 7. ~
_ ~ ~ ~p a 68 11 02 S39 35 02~v d tc6 939., NOi'48'g9'E l69 183.76 522'28 32 W ~ t
~ p y t2~ 36.49 S86'49'47'E 70 1 ?f t 1Sbao 54o'I6 u v t
r ~ ~ ' t r - J L28 2rb.o6 N03'4y 9'E 7 r_ . ~ t\ r . ~ ~ r t 1 i8 .08 SS2 42'02 v ~_~t_O.~~TI~1,~ I~~ ~ ,I~:TIN~_1 Lc'9 11080 NOq 09'45'E U2 139.91 574`4 '32'V ~
,r 1 , ` F'~ + L30 99.88 S{6'42'26'f 7 EDIMF~P~,1T r_~ND TD bE ~ 3 ,81.08 57•s~' 'v
( ,l ~ ~ t ~ ~ " . , L31 313,13 516'Ob'34'E t7, t .T N 7'22" 'w
ABA~J~CINE!~ Liz 321.71 ~`_`s16'o9'os'E~_'" t7 131 i ra'ea ~ ~ _u3 ItS.66 ~ o•E ~ t76 u1.99 ~ 6'SB'v ~ ~ I
r.Y, , i . i R .i, l L34 20.15 t~2'39'u'E l77 242.61 th't' I' 'V
- ~ , ~ w w . L35 94.04 t' ~ N8 I!'21'C C7Q lq`0.11 N0019' E ~
7('~ ~ - ~ , i h l36 93.82 NS3'S7'41'E t. 34 68 SO '36'3 'v i t l37 49,35 S38'S1'43'E ~ l 0 26b. 9 103' ~ .40'V (n ~ d~+ ,
M~ ~ i , 1 ~ ~.Y r ~..C ~ L38 ,83.66 S~j'-44'23'E L@1 6 .Ol 'V ~ $ k8. 6S ~
. ~ U? 104.05 S32'i3'21'E l 127.44 ~ N i`ib'31' ~ U I
~ ~ 1 h ~ ~ ~ ~ L 4~ 66 S1 SIl'S7~3S•E l83 102.06 S1S'02'09'E ~ ' ~ ~ N v , 1.41 91.Sb H71'23'S7'E l81 2 .29 S01'47'16'v 'rJ ~ rx n
s~ ~ ~ M ~ ~ ~i ~ ~ l42 S .00 N09'01'49'v ~ L Q n b~, _ t85 192.34 SO? 47 I6 w ~ ~ t
I ~ ~ra , r t ' t la3 78.99 H73'0)'04'v ~ l86 l38 iS S73'Sa~<q E ^ ~ , , J (n n vs
~
f i I ~ ~ ~ X
1 ~ r,~~ ~ f~ ~
~ - m ~
.1 ,~I~ ~
I LiN 0~ PR P ~ a . ~ , , ~ ~ ~SE1r ~ ' ~ ~ I /
_ ~ M wi 11~ 1 t ~ r ~ 1 ~ t ' ~ ~ A M ,
~ ~ ~ ~ ` / i '",1 ~ ~
7 . r ; l ) ' 3`~'
_2 yl
C.... ~ ~~acA~1oN o~
IVj7Y ~,y r ~ 1 ~ j ~ IC1 ATED
~ - r~, , y ` ,y. , ~ ~ V "SOIL D15P~SA AREA
~ . t 1 ~ \ f ~ ~ ~ h 1A
~ r r ~ li ~ D S I . {b~ '
/i ~
j ~
~,'i 't ( S'
~ ~ i ,J
~ •t: ~ ~ ~ i ~,b;.r
y 1 :S ~ h
~ ~ I ? ~ ~ ~
~ t rw_ f { ~ 1
~ ~ ,l l ; ~ ~ ~
F ~ ~ ~ 'r,- , ~ cZ ~ r,,,, r. y~,i., ~ ~ J
Q'~ r ~ , ; ~ , ~ , f
~ Z c o ~ ~ ~ J
4 ~ 1 Cn ~ ~ e
~ 4 - - f' ~ 4 _ Z
. i - r. ~ , z ~ ~ ~j c 7
IV? 11 1
~ - 1 , a ~ ~ ~ ~ ~ l
1 ~ ~ ~ i ~ BCC ~NE CORK ~ ~
. ? - ~ _ ~ ~ E k. ! 4 _ . S 1 I~ r .e;:--M I' - ~ ` ~ 1 ~
r 1 1 ~ ' ~ d. i+ 1 L ~i ~
V/ / v + I~ y ~ ~ ~ _ ~ ~ . . o _ ~ ; ,r' ( ~ i ~ ~ ' ~ ti ~ ~ ~ s
- 1
'1 ~ r-M ~ i
~ ~ , , ~l ~ ~ - ti ~ ~ 1 ~ ~ ti ~ J l ~ s,. ^~..,%r ter.. ~~w, . , i 1
© i - ~ t ~ - ~ ~ 1 ' - ~ ~ E ~ 1
~ ~ ~.J J ~ ~ J ' i ~ r t r1 14. w
~ f;.... ~ ~ ~ ,
{A ~ ~ ~ ~ ~ 7~~ ti 0~ ± F 5 ~ 3 `~r
~~s'+-- ~ - ~ t i' t II ~ (~1 , ~ ,
- ~ x ' 1 ~ ..1
SY 1 / \ 1 ~ 4 ~ }
1 ~ 1 ~ i
r ~ 'i 1. r i ~ ~ ~ ~ ~ ..._.1,14 ; ~ ~ N ~ r ~ 21( ~ ~ ~ 1 s N ~ a ~
~ ~ jti ~ ~ { LZ ~ ~ ( - ~7 ~ . j Ir'ti~~~,... ~ ..r ~ i 1 t r ~
_ } 5 L<J ~ . ~ } O u7 ~r• N f' ti
.rx~~ , ~ , C;,-'--...~J ~ lit ~ N N ~ t : ~ a l
rr .n ~ ~ J ~ ~ • ~ ~ ~ ~ iL'GG . ~kl~• f / J' J ~ J { ( ~ i ~ Q, ,1 M ~ l~/ W
' i (1 1 ~ 1 1 ~ 1 . r ~ ~ j C~ f f i°rr`t r ~ ~ t ~l ~ ! J ~ r~ Ck W O tv~ f /
t ; ~ 1 ~ 1. N ~ ~rJ ' 7 ~ r~ 1 W A t~
1,
I , ''I
f X33, ~ Q ~
i , ~ r \ ~ ,l
. f .d~• 1 CO
1 / t 1 ~ 1 ~
IN ~ p~ . ~ f ~ n
~ ~ r.,~ 4~'~~ ~l ~ r
t ; ~ 1 ' ~ r 4~ ,;`~f ~ „ o;
~ l f ~ ~
4 rl } , ~r \ ~ 1~ ~ ~ ~ 1, t G~ 'F 15x87 Q M h}
u~ ' ` L~ ~ , i 1 i~~ NE ~ ~
w ~ 1 ~i~ (~V n~ a
~ 1~ ~ ~ GRr1~'1~1C ~~~1~1,F .
~ 1 ~ . o ~ . L~ `t~ ~ n .m SCSI ~
~ - - - Dqi( n4-~R-'~~
f IN FFEr y CwKD el ,tr.
%1 1 inch n 200 fl, s n,x(- f w1 cur+r F
\as/
Q01" - 091 z
DRAW. NO SHCC1 NO
E~ t r. f 6

~T_

t.
~~u,
j r

DA BREACH SE ENC ; M QU E i - - a v~
~ z~n
~
Place sediment and er i n I as r h 1. os o contro me u es as s own on Sheet E-1. W / ~ ~ V N
Drain lake t lowest level s i I u in exi tin I -I 1 ' 2. o po s b e s g s g ow eve slide gate on , I ~ ~ C ~ ~O
~ riser structure. / ~ cam' ~J.' o N
3. Usin tam ra um in as necassa ,draw lake down to elevation ~ 9 Ro ?Y P P 9 ry I~ .~y~ ~ ~ ~ na:
sufficient to ain access to existin riser and barrel. 9 9 ,/~saiove / fr
Ex vats around exterior f ris r s ucture t 2 f t l rr 1 i 4. ca o e tr o ee be ow ba a nvert. ~ W
Cut existin 48-inch CMP barrel from riser. Cut off 60-inch CMP user ~ 9
structure minimum 2 feet below invert of barrel and remove u r rtion
ppe po . F~~Rh
of riser stru tore. At Owner's bon ma rem ve en'r n r t r . c op y o b e sa struc u e 1 _ ~ ~ ~~?EEI:
5. Backfill ramainin ~ r'tion of riser with Class 2 ri ra .Place ri a n 9 Po P P Pr P ~o
around entrance to CMP barrel as shown.
6. Divert all stream flow into 48-inch CMP barrel. Use tam ra earth I ! ~ ~ ,
cofferdams as necassa to divert flow awe from breach area and into ~ ~ ry Y
i e. , N / / /
PP W F / V
7. Excavate breach in dam. Place fabric, ravel, and ri ra to form new ~ ' 9 P- P ~
o \ channel as shown.
A 8. Remove tam ore cofferdams and divert stream flow into breach ~ ~ ~ \
P ry I ,Ili ~ ~
channel. \ \
9. n I II i I ~ Seed a d mu ch a d sturbed areas. P ace slo a stabilization on sl s ~ P ~ ' ~ , \ ~ ~ X61
as indicated.
10.Once rasa cover is well established remove erosion control measures ~ 9 i ~ v
and re-seed any damaged areas. ~
~ / /y~ ~y. /
I ~ / / / / i
J \
~ ~ ~ ~ ~ wry/
'i i ~
- 1
_ - j
i % J% / ~ \
j 2 6 ' - -
i NC DOT CLaSS B _ ELCv; 3a305
~ R ON C TR I E OS1 DN Dl_\
STONE tNOTC 3) ~
I 1
r-CpNP~CTtO Fll~ _
X . 4~ P~ Ip1~P ~UttOn
(Note I~ - - I GCO1EKtll[ ! ~ . P I~
M A ~ FA9R1C cNUTC 2> VAN1E ~
i ~ ' TD LAKE I f N = 41 r
NV
i = q 1 , 1 .4 NV.

NDr[s
~ C~ X. M
I~ REMOVE MUCK, SILT AND VEC~FTATIDN PRItIR TO PLACING FIIL ~ _ _ - - - - , , - ' / l ~ 2~ ~ L.F. RIP-RAf' Q ~
~I ~ AN 2) GEOTETXTIIE FABRIC SHAH BC NC DOT TAPE 2 ENGINCERlNG FABRIC 1, l~
3) GRADE TOP OF COFFER AM TO RA N AWAr F AK ~ ~ T D D! k9M L C ~ ~ A
4 ~ t i -
j ~ L i ~ v. AiN-~~- ,i r~ ~ l • CHANNEL 2.6% Q
X-SECTION A-A ~ / 1~ s
i OF PROPOSED COFFER DAM SEE SEC;TlC~N ~
n„ ~ SCALE:1 -5 ~ j , ~ . ~
_ I i -
f-~ A ~v r~ aNNEL /
I v=. 41 . N =3417.5 CREST O~ COFFER
.
DAM @ELEV.=3430.5
Z
GRASSED AbOvE ~ TEMPORARY , W o
X. C ~x wArER ~ou~_ COFFER DAM ~o~~ ~ W W ~ w
N 1 C ~a ~ CLCV-.54_4 > ~
uass ~ RIP-RAP a' ~ .r
N0. 57 WASHED IN T i ~ 11 I - - . APPROX. ~ SEE SECTION a° s~
GRnvEI 0 E 1 , r
o ! ~ , o
i ~ ~ ~ ~
8-oz NON-vDvEN ~ , GEOTEXTILC u ~
~ a is
2' ~ ~ ,wmww
b' Ikf' r' i ,~~,~M o Z
~ ,r ~q~ r ~ „ Q
~ M ~ ~ ~1 3EAt r ~ I ~ i ` ~
W ~ 5781 Q, o
~ NOTCH I~ V W L
AT OWNER'S (~T1ON, NATURAL RIVER kDCk FROM ~ [IN-SITE SOURCC MAY BC USED IN llEu OF ~ ~ V 4. 4.
R R P- I N QUAR ED 1 RAP. DN-Sl1f MATER1Al TD BE v
EXCAVATED AND SORTED TO CpNi'11stM TO NC Upi SPECIFICATIONS FOR CIASS 2 R1P RAP
o~rc :.-~a-c:s
X-SECTION &S
----OF PROPOSED BREACH I i L r l i v 1 L V_j CM?.U 3) "t
l~ RR"C1 NU"KA
SCALE:1'=5' ~ B02-091.3
QRAMW, NO SKET 49
P-- 1 3 OF 6

~1
t
~ ,
CONS T. GRADING S E UENCE• Q
1. OBTAIN GRADING PERMIT AND INSTAL R `'I N N1 ~ l E QaO C4 ROt N
j-~~:;'~ MC~SURES PRIOR TO QEGINN?NG CONSTRICTION Q
J
~ REFER TO PROJECT SPECIFICATIONS FOR INSTAL~1110N ~ n ~ r, ~i. ~ ?~AINIENANCE, DETAILS AND SEEDING SPECIFICATIQN ~ ~
S w~ a
r ~ 3 PLACE PERMANENT GROUND COtiFR IMMEDIATELY UPON ~
COMP TI N Of RAW f ~ ~ ~ lE 0 G D G w p m
/ ~1 • ~ ~ ~
~ry 4 INSPECT All EROSuJN CONTROL OE.VICES WEEKLY AND AFTER c N m
EVERY RAIN STOR~A x
SILT FENCE (TYP) ~`i 5. SEDIMENT CONTROL DEVICES SHAI.I BE MAINTAIN 0 NII ~ m
E U L PERtu1ANENT COVER !S ESTABLISHED ON AREAS THEY PROTECT
SEE DETAIL i; % % J CLEAN Alt DEVICES WHEN THEY aRE ON HA F F ° E L uu.
~+jjjb//, j a
6. REMOvf TEMPORARY SEDIMENT CONTROL DEVICES AFTER
~ SHEET 5 ~~'i{l ' ' ' I PERMANENT COVER IS ESTAELISHEp, SMOOTH AND RE-SEED All
AREAS DISTURBED BY REMOVAL WITHIN FIFTEEN (15} DAYS pF
COMPLETION OF THAT AREA. ~
7 APPLY 1nP DRESSINr, 6 ?kONTHS AFTER INITIAL SEEDiN~:
~r~/ ~~i~ ro a,
N u,•
LIMITS OF \ \ ~ ~ 9~/t ~ ~ I r` N
C;
r1 Z ~
DISTURBANCES j o II/~ ~ ~ /~o~ ~ ~ ~~I I
W f
0.60 ACRES '~~~~i/J~° ~1~~~ i; ~ ~ C;~ z N > ix n
CONSTRUCTION NOT ES t a r,, ~l>
1 AIL FRO>ION CONTROL FAAR!C St~All BF INSTAL LEr7 ItJ ~ try h
/ ~ ,~ti //~X\ ;TRICT ACCORDA~dCE WITH MANUFACTURERS GUIDELINE; R''~' w,
x
STONE OUTLET IN ~ I~l7~ ~ ~o~~~~x~ !F CONTRACTOR WISHES TO USE EROSION CONTROL FABRIC m
UTHER THAN WNAi SPECIFIED. THE CONTRACTOR MIST GCT
APPROVAL FRp~1 ENGINEER PRIOR 10 INSTALLATION.
SILT FENCE (NP) ~x~/ % ~~T
~ PLACE STGNE ENTRANCE PAO Al ENTRANCE TU SITE AS NECESSA?Y, ~Ef. SHEET 5 FOR DETAiI
4 REFER Tp SPECIFICATIONS FOR GRADINli, Gt)MPAtTIN;,
SEE DETAIL l~ ~ \ ~ //j~~ ,SHEET 5 i ~ ~i i h ~ i I DRAINAGE AND EROSION CONTROL
5 CONTpIR lNTEPVAL~~'
xj 5 1'~P01;RAPHY GENERATED BY TRIAN~;IE AREA '..>URVEY~
SEE SHEET I OF 5 FOR COVER SHEET, SEE SHEET 2 OF 5
FpP BASE MAP, SE.E SHEET 3 OF 5 FQR PLAN AND X-SECTION
ANC SEE SHEET 5 OF 5 FOR DETAILS ( ~
~ B WHEN REMOVING SEDIMENT FROM WETLANDS KEEP ExIS1INr,
~ /%/j j %~%/l ~ 5~:~!LS AND GRASSES !N PLAr,E TO THE GREATEST EXTENT ~ P~5"I NAT R M(V ANY W Y P S A
..SBLE. DO E J E OOD LANT. GPE TER THAN J UJ DIAM 1 R ~
E E (n ,J
r ~ ~ ~ 1 ~ 9 ~f.~OvE SEDIMENT DOWN Tp ORI~,!IaAt WETLAND GRADES T
~ ~ T A ~ f.i I ~ ONL . DO N~ REMOVE wETI ND ~Oll. OR tOP,pll/ORGANl,~
_ ~y~,~, ~ ~ ~ ~ L ~ Olt >
~ tl
~ \ 1 TRM ANY R ~ RW 0 nO NO E OVE T EE.~ 0 ~JDY VEt,ETATION LARGER Z ~ T
THAN 1 DIAMETER FROM wETlaNDS DO NOT DISTIRB Ar~Y M ~ W
~ \ AREAS OUTSIDE THE LIMITS SHOWN .-T
~ I ~
~ V ~ ,
RIP RAP APRON- " \ ~ ~ % \ i
i~ .p ~
SEE DETAIL \ x_;i
d. -.r
n.
Q ~-t= ~ ~ !CREST OF COFFER
\ OUSE TEMPORARY PUMPING - ~ ~ ' DAM @ELEV.=3430.5
TO REMOVE STORMWATER TEMPORARY
COLLECTED DURING COFFER DAM f
~ CONSTRUCTION AS NEEDED SEE SECTION i
n. ~
w W Q
-J
' Q i
o ~ o r
a 3 & -.1
~W~ C~
W > ~ ((''yy I W W ~l, ~
a
J ~ S ~
~ ~ 0 a a
~
b t,~ A W
4 ~
a ~
Q W W r
J ~ ~ l7 L 1
W ~NR1HN11~11 M C1
SH CAIP o 0
f s. t
• ~ c~ ~ ~ ~ ,
s~ ~ ~ € .
• m n ,n m ~o T SC~IE ~ <<, _r ;r ~ Q' D s Tf ~ ~ _
i r ~ ~ ti
1 IN FEET
1 inch s 20 It U "j
L904 } )
V, A T E DRa9AW, NO ;Nff' Nip
f_ 1 OF U
1

NOTES.
I. BACK ~Itl SEDIMENT POND W(1H HYDRIC SOLI STOCKPIi.ED ~~~pp
~ Y o0 A R - P N SITE AND AN ADJACENT TO SEDIMENT POND NG E SEED O 0 N
DISTURBED AREAS OF wETLANp w11H ERNST wETiAND SEED MIX Q
\ ~ ~ ERN MX-154 OR APPROVED EOUAt. . u ~ Z~ C Q.
~ l n t,RAGE STOCKP~tE 1G DRAIN, ;EEG, FERTIIiZE ANG MULCH W
V~. P ~ T KPI ~ I SURFACE OF NILE. MAXIMUM SLOE 339 ON S OC LE
~ ~ C oN
~ ~ ~ 0
' Q ~
c A _ ~ - M N x, A ~ ~ x
~1 c~ m

0.
_1 /
~ ~~~i ~ \ ,I

X ~ / _ k ~ N
u7
~ . ~ N
V
7 ^ zrn ~ ~
I ~ ~
I 1~1 ~ f I ` ~ ~ l1 w I ~ ~ z cv ~ a n
\ / r 1 ~ r 1 ti ` + 1 ~ a~
1 ~v c~,:,
l ~ n
o~ ~
I x 0
I 1 ao
o
~S i a r ~
1\ ,
~ ~ ~ ~ I
i / ! ` \ ~ ~ ~ ~
~ ` ~
I ~ \ \ f \ ~
f ` ~
i '
` / I
~ \
i
~ '
I I
0
r
~ , HIV ~ ~
J till L~ MIr f~ Q
{ L ~S~/ y, L
I ; y~~
0
ti U s
~c

E.. 1
,
'Y ` r
r I
~ ,
i .
~ r'/ ~
1 ~ ,
1
_ /

d
r .a i` f
J r~
Q. ~
~ ~ , J
N
I-
I-
U 1
4 /
O >
c ~ a ~ ~,i~~=(Kt~.. ~F.~ytft~~ ,h •~WM+i~
N CAR.. ~ Q
~ ~ l ~ ~ r ~ ~ ~ ) ~ ~
" W ~l
I ~ T~7$7 ~ ~
I ~ I ~ n, ~r~ ~ i f ~ •c P p.
~ ~ p I
s~A~~
v • ' ~ ~ ~r1-IS'-0.) GRAP~IIC SCALE 1, oA~E
~ DRWN Bi ,1VF+ w v o ~a _
i CHKG Of At
I PRoicc NtsrB[A
I IN FEET ? [302-091-3
i 1 inch = 20 ft URAWMG NO - SHEET NO
I
w OF e E c J

~
a
'
. _
„r .
iy
i r 0
lJ j.-
, _ i cv Q
I i pay / n ~
~i ~ i; Q w C? n
;'~r 11 GAU%f ~ UR 1' ~ wEEO[0 WIRE ?gOK(D t~f0 / kl r VI ~ I
PREr0ANE0 p1AN1(ES ON ?[TAl a~ s, OR st(NtD 10 CEDAR OR WOOD P0S15 No. 6 STAPLES / i ~ CV
1,1' / - ~ ~ , C ~ C'~ W N
~ THAN 1 IANT &ACK IKlAfI f AHN1C ~0 , ' / i ~ 'rc' l' DIA C[]aF';E AG~kCOA~C ~ . u aE rsESFs ( (IM 1(i f~ ~ ^ ~ lam` ~T~ ~y1
OR [OUIVAtENI SECl1AED W Y+iE t ~ ~ ~ ~ / r Ct~PS OH WIRE f 8' ON C[NRR l
POSTS SftAtl 8E 8' 0 C ~ i ' s~
/ ro j ~ / / ~ ` G'.
/ ~ 1 i~, YAX SE01WEN1 STORAGE lE1~l f% LL L~ u, - ~o
' . ; 1 i!! ~ SEpN[Ni MII[N TNf$ IEKI d AC D Oq . C%
t/~ AS DIRECT[D BY C0NSERVA1gN M5?(CTgt} _ _ \ a I 1
' / ti _ - .
~ , I i
o' M1N . ~ r,
I i
~ ~ \ Ek Sl C(D+IROI F IL FCk F A6RIC MiRAF 9QD-k OR APPkOvCD CWAE ~ i ~`r ~ ~
~ ' ~ ~ ~ 2, ~ ~ i Qi
i 1- ~ NU1E Rf.PLACC A„ NCCES.ARr ~ ~ , - - t v ~ ~ 48 PIPE ~ J~
\ \ UUkING CUN;TRUCTIDN _ \ ~ NAIURAt CARD[ ~ _ . - - . - _ _ r` - _ _ Q iJ
3 \ \
N~ I'; ~ ~ ~ NIIIE; ~ ~ N
' - 'ABBY APPAO>< 12' OF FABRIC W10 IAEUCH (4'~ OKpI. i ~ ~ ~ A IAUP f i CLEAR THE CNTRANIE AND EX1T AREA Of All VCGEtAfION, R0O1S AND U NLR COKR r/ 504 a GR yEi k BACA 4t _ G'~ Z ~J, ~ r ~ ~ ~ N)
~ V UBJCCiiUNA6LE MAlER1Al AND PROPERTY (,RAfd IT. - ~ ARRY a' wro TRENCH ~ ~ 1> ~ v~ ~ l.> W I
C 2 FLAK 1HE GRAVEL 10 1HE SP[Cl~lf GRADC AND DlMfrdSlpNS SHOvN ON iHC I + ~ ~ j 7ti
Pp$iS S?IOIAO BL UTNER 1' Pwt:. 1' OAK, OR 2' S?[El PLANS ANU ;M0U1N JT sT Posrs s?+ou~o Nw+~ f~Raxcnows To rac4luTE rAs>Ewc) USE GEOTEx[ILE FABRIC UNDER nTE STONE IN L0fa1~UNS Su9JECT 1D SEEPAGE OR ~?GH uATER TABLE (EEL 'r,~ r' 1ABl.E RIPRAP w 6~~ f 1~1ER..~ ,,a ~ Q r
o B'o_C.?uz a PROVJDE DRAINAGE 10 CARRr WAtEP. TU A SEUIMENi 1RAP UR 01NEk SU1fABLE 0UTLE1~ I 1 R ~ a. ~
5 MAlN1AIN 1fiC GkAVEE PAD IN A CUND1110N TO PREVENT MUD OR SEDIMENT t•ROM LCAVlNG 1HC GkAVEI OR F l E j ~ . E)
A H R f In M~ DOES NOI REOIMRE CONSTRUCTION SITE. 10('DkESS VI1N 2' STONE AS DIRECTED BY 1!~ ENGINEER. AF1Ek EAEH kA1NFAll, l NOTE EATR STRENGT f41i ABRiC l ) I INSPECT AN7 ;iRUCTURE UDED TO TRAP SEDIMENT ANU CLEAN 11 0U1 AS NEEESSARr IMMEDIATELY REMOVE INfau, t AHKIC~MIKAI• 15UU- X) r; cn aY RENOVE Uk EQUAL. ~ x
~ WIRE uESH $!lPPOR I fE?~CE SPACING S+WI iE 6 O C W ti A}L 0BJECII0NA$LC MATERIAL) SPILLED, vASNED UR 1RACKED DNTO PAVCD ROADWAY;.
iu

u.
N.1 ; ~ , NTH
I,f A~ ~ A` P'J LE~~A~?Y, E NJS
i
i
1
.J
~ ~
Q W
~ > ~
I - ~
11__......_..__.__.__._._ 1?~,. I _ f U c~
• i~I)~ i Z
C~ r
~ J
r- ~~i TF N~ ~ ~I~TFEN~,r- Q~ =Z
_ E E ~E N 1E : - . - - ~ - ~ ~ ~
r ~ _ _ _ - - _ i
STKUCTURAL 'NONE SHALL 6E N~ D~7i CQ
~,~ASS B ~ EROSION, ~,ONTROI ~ ~r w~~
~ c PUR~'~~E~
r
LL
SEDIMENT CONTROL S1~NE SHA~~
BE NC DOT N0. 5 OR N0. 57 .TONE.

-
i . ~ SILTE~ N . -
--~IETE~PvCE i
C r
• 1 b MIN. -
2~ ! t ~y 47
1 1 - q ~
. - I ~ ,
L ( 0 r `T ~ ~ ~ w ~ 11.1
may, r I 1 - _ - - - - - - I W>~ ~ w
~ o ~
' ~ ~ -6 I~IN. c.,, ~
SEDIMENT ~ ~ ~TRUCTUF,r~~ ~ n z ~
~ CONTROL ST~N~ TONE a ~ J t_
_ Q ca ~ ~ ,1 Q
d a V)
~.J
n; u
~ J
~~m
i
Na1ra r~ r, ~ ~ i ~
1N CAR. ~ ~f
~4 i ~ JJ ~
l N1, t p G
i ~ c' y AlC a 1. 1576 , _
~ Q, p~tC ?b O.l
i" ~ DRY/N BY JJN Q ~ V (`rv ~;?~nG ~r nE
L~
oonrrt wiuAFR
• ,r 0, - 91 U
ORAwING N SHUT NO
- 3 6 OF 6 E
1

o Vicinity Map
,.y F (Not to Scale)
0
Approximate North
Road SITE
US Hwy 221
EL345311P
20
EL34143' un
0IV4"MP
b00Z I 0 AON
EL3413-!A"
- EL 3449.36'
Cq
r.~/; 47e
\ Z
09
E1.341
3416.A0~
a':3 T raid ROCK \
As-BuiB Contours of es d
EL: 7ss
Appatachbn Crest Fwm Fwam \
Dal Breach
Watauga cony Nora, Owe"
&Nvvjwf&: R1NOW FRAM A KLM \
Graphic Scale One Inch = Form Fat 111M 828.327-2821 a "on: RIFFI111am"--C, Q~N ~O
Or4bu nainc.com x ~y0
Fa,:3430.31'
Data: 1011812004 Area b!rH.Y.D. by D.W.D. EL:
40 30 20 10 Il 40 80 120 160 7~y
arnwa by: Donald G. Bolick
Tel. aY 871.2161 k fai 874-2761 J.
P. 0. jbr 336 ,o ~s-off
RWhWi td College,
N. C. 28611
Professional Lad Surveyor L-3681 B