20110438 Ver 2_401 Application_20130113

11- 043 8 U a-
I I
coEngineering
A division of The John R. McAdams Company, Inc.
LETTER OF TRANSMITTAL
To: Ms. Karen HioQins / Mr. Eric Kulz
NC Division of Water Quality
Wetlands & Stormwater Branch
1650 Mad Service Center
Raleigh, North Carolina 27699
Re: Neuse Buffer Authorization - Modification
Carolina Country Club - Irrigation Reservoir
I am sending you the following item(s):
Date: January 22, 2013
** HAND DELIVER **
Job No.: CCC -09006
COPIES
DATE
NO.
DESCRIPTION
1
CD with files of submittal
5
letters, agent authorization forms
5
PCN Forms, maps
These are transmitted as checked below.
❑ As requested ❑ For your use
rul r -- rn
Copy to:
Signed:
Kevin Yates
Senior Envir
FOR INTERNAL USE ONLY
® Copy Letter of Transmittal Only to File
❑ Copy Entire Document to File
2905 Meridian Parkway, Durham, North Carolina 27713
PO Box 14005, RTP, North Carolina 27709
Consultant

rr
EcoEngineering
A division of The John R. McAdams Company, Inc.
LETTER OF TRANSMITTAL
To: Ms. Karen Higgins / Mr. Eric Kulz
NC Division of Water Quality
Wetlands & Stormwater Branch
1650 Mail Service Center
Raleigh, North Carolina 27699
Re: Neuse Buffer Authorization - Modification
Carolina Country Club - Irrigation Reservoir
I am sending you the following item(s):
Date: January 22, 2013
** HAND DELIVER **
Job No.: CCC -09006
COPIES
DATE
NO.
DESCRIPTION
1
CD with files of submittal
5
letters, agent authorization forms
5
PCN Forms, maps
These are transmitted as checked below:
❑ As requested
® For approval
® For review and comment
Remarks:
Copy to:
❑ For your use
FI
Signed:
Kevin Yates
Senior Envir
FOR INTERNAL USE ONLY
® Copy Letter of Transmittal Only to File
❑ Copy Entire Document to File
2905 Meridian Parkway, Durham, North Carolina 27713
PO Box 14005, RTP, North Carolina 27709
Consultant

Research Triangle Park, NC
Post Office Box 14005
Reseach Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800. 733 -5646
919 - 287 -4262
919 -361 -2269 Fax
www.ecoengr.com
EcoEngineering
A division of The John R. McAdams Company, Inc.
January 18, 2013
Ms. Karen Higgins
Mr. Eric Kulz
DWQ 401 Coordinator
NC DWQ - 401 Unit
512 North Salisbury Street (Archdale Building)
Raleigh, NC 27604
Re: DWQ Project # 11 -0438
Neuse Buffer Authorization Modification
Carolina Country Club — Irrigation Reservoir
Raleigh, North Carolina
Dear Ms. Higgin and Mr. Kulz:
On behalf of the Carolina Country Club, we are applying for a modification of
the Neuse Buffer Authorization Certification issued August 4, 2011 (DWQ
Project # 11 -0438) due to unforeseen circumstances associated with
construction of an irrigation reservoir and impacts to Zone 1 and Zone 2 of
the Neuse Buffer. The proposed project is in the center of the golf course of
the Carolina Country Club (CCC) located at 2500 Glenwood, within the
Neuse River Basin of North Carolina.
• Signed Agent Authorization
• Original DWQ GC/Neuse Buffer Auth.(Project # 11 -0438)
• Pre - Construction Notification
• Fig.l - USGS Quad —Raleigh West
• Fig.2- Wake County Soil Survey
• Fig.3- Existing Conditions
• Fig.4- Existing Conditions /w.Aerial (Reference Original Application)
• Fig.5- Overall Impact w. Inset 1
• Fig.6- Overall Impact w. Aerial
• Fig.7- Buffer Mitigation Map
• Picture Exhibit
• USACE Upland Data Form
WETLAND /STREAM MAPPING:
There is approximately 1,480 linear feet of Beaverdam Creek (Perennial
Stream "A ") and 58 linear feet of Intermittent Stream `B" within the project
area. Stream forms for Streams A & B enclosed. There is a total of 3,531
linear feet of Beaver Dam with the property boundary of CCC. Both
Beaverdam Creek and Stream `B" are depicted on the USGS quad and /or
Wake County Soils Survey (Figure 1 & 2), therefore both stream features are
subject to the Neuse River Buffer Rules. There are no jurisdictional wetlands

Ms. Karen Higgins /Mr. Eric Kulz
CCC Irrigation Reservoir
January 22, 2012
Page 2 of 7
within the project area. The land in and around the project area has been
altered over the years to meet the needs of the golf course and surrounding
properties, that includes Beaverdam Creek and Stream B. Per our on -site visit
with Mr. Ian McMillan of NCDWQ, on April 21, 2011, he confirmed that
intermittent Stream Feature B, currently begins just south of the maintenance
building and really only captures run -off from the maintenance building,
parking lot, and small forested area to the west of the maintenance building. It
is mostly a rip -rap lined channel, before it enters into a 90 -foot corrugated
plastic pipe, which then empties into Beaverdam Creek (See Picture Exhibit,
Pies 1 -9 /Stream Forms for Streams A & B). Although there is quite a bit of
bedrock, the banks of Beaverdam Creek are lined with rip -rap throughout the
project area, and have historically eroded in most areas. There are Special
Flood Hazard Areas (SFHAs, or 100 -year floodplain and floodway) located
on property owned by Carolina Country Club as depicted on FEMA Flood
Insurance Rate Map (FIRM) Panel 372017 0500J, effective May 2, 2006.
Special Flood Hazard Areas in this case are composed of both floodway and
floodway fringe areas. The proposed project contains Beaverdam Creek and
an unnamed tributary, which drain to Crabtree Creek, and into the Neuse
River (HUC 03020201).
PROJECT LOCATION/HABITAT:
Carolina Country Club (CCC) is located at 2500 Glenwood Avenue, within
the beltline in the center of suburban Raleigh. CCC consists of an 18 -hole golf
course, tennis courts, pool, clubhouse, parking lot, and various maintenance
buildings that encompasses approximately 171 acres. Beaverdam Creek
bisects the property in a northeast direction and has a length of approximately
3,500 feet within the golf course property. An aesthetic pond is located along
the eastern edge of the golf course and is adjacent to Beaverdam Creek. The
CCC property is bound by Glenwood Avenue to the south and Granville Road
to the north. The proposed project area is located in the central portion of the
golf course, adjacent to the maintenance facilities (Figure 1- 3,5,6).. There is a
City of Raleigh sewer line running through the proposed project area, which
consist of mainly fescue and sedges, with a sparsely forested thicket area
made up of mostly red maple, sweet gum, loblolly pine, and tulip poplar, with
a pasture of sedges and fescue grasses. There are few mature Sycamores and
Tulip poplars adjacent to Beaverdam Creek and within the vicinity of the
proposed intake structure, there is manicured Bermuda grass adjacent to the
fairway, with a few River Birch trees adjacent to Beaverdam Creek. Land use
within the vicinity of the project is high -end single - family residential, light
commercial, and office. Glenwood Avenue (Hwy. 70) is a major artery
through the city of Raleigh, which is adjacent to the property boundary.
CCC -09000

Ms. Karen Higgins /Mr. Eric Kulz
CCC Irrigation Reservoir
January 22, 2012
Page 3 of 7
BACKGROUND / ADDITIONAL BUFFER IMPACTS:
In May 2008 Carolina Country Club retained EcoEngineering to evaluate
potential options that would provide the Carolina Country Club (CCC) with a
long term solution to its water usage needs. The primary goals of this study were
to identify feasible alternative water sources for irrigation and also plan for
increased future water supply needs. During this study a water budget for the
course was completed, future water needs were documented and summarized, the
potential for stormwater harvesting at several locations was evaluated, and an
initial estimate of wetland and stream permitting requirements was conducted.
Based on the information provided by CCC, the golf course is currently the
second largest user of the City of Raleigh water supply, using between
200,000 to 300,000 gallons of water per day, annually. Based on current and
projected future irrigation needs for Carolina Country Club (CCC), an
alternate source of irrigation water will be required for the property. Several
options have been explored with Carolina Country Club by EcoEngineering,
including new reservoirs in several locations across the project site, above-
ground and below - ground cistern systems, wells, and use of the existing pond
dammed on the east side of Beaverdam Creek.
Based on these findings, the most viable alternative was to withdraw water
from Beaverdam Creek, and store it in an adjacent reservoir to be utilized for
irrigation. This design is for an above - ground, offline reservoir located on the
west side of Beaverdam Creek in the vicinity of the existing maintenance
building for the golf course. The most effective design for an offline reservoir
is to locate it adjacent to Beaverdam Creek at or close to the same elevation of
normal flows within the creek. The most practical location and only option to
construct a reservoir is in the proposed location within the 13 -acre semi -
wooded area just south of the maintenance facility in the center of the golf
course (Figures 5, 6, & 7). Due to the design criteria of capturing only gravity
fed, storm flows, there are proposed stream and Neuse Buffer impacts
associated with the proposed project. A detailed alternatives analysis was
included within the original application.
• An on -site meeting with Mr. Ian McMillan was conducted on
04/21/2010, to discuss the proposed project and make aNeuse Buffer
determination, on the historically altered "Stream B ", however there was
not a formal Neuse Buffer determination letter issued.
• There was also an in office pre- application meeting held on August 2,
2010, with NCDWQ representatives Ian McMillan and Amy Chapman to
discuss the project as currently proposed.
CCC -09000

Ms. Karen Higgins /Mr. Eric Kulz
CCC Irrigation Reservoir
January 22, 2012
Page 4 of 7
• The Corps was invited to our pre - application meetings, however, in
discussing the proposed project with Mr. Jamie Shern, Wake County
Corps representative, on April 8, 2010, he was comfortable with the
project as proposed and has deferred to NCDWQ for on -site stream
jurisdiction and the best professional judgement of EcoEngineering staff
for stream and /or wetland confirmation.
DWQ Permit Approved
The DWQ General Certification (GC 3821) and Neuse River Buffer
Authorization was issued August 4, 2011 (DWQ Project # I1 -0438) for 96
linear feet of perennial stream impact (30 linear feet of permanent impact and
66 linear feet of temporary impact), and 58 linear feet of intermittent stream
impact. 8,573 square feet of Zone 1 and 20,623 square feet of Zone 2 of the
Neuse River Buffer was also permitted in association with the project.
Corps Permit
Although there was multiple pre - application discussions with Mr. Jamie Shern
of the USACE, more than 45 days elapsed since the original submittal of the
USACE (Corps) Nationwide Permit 18 (NWP 18) and Nationwide Permit 39
(NWP 39) Permit Application for proposed impacts associated with CCC's
Water Harvesting Pond. According to CFR (Vol 72/No.47) NWP General
Condtion 27(a)(2) the "CCC Water Harvesting Pond" PCN application went
STATUTORY, automatically authorized under NWP 18 and NWP 39 as
proposed in the PCN.
Stormwater Pipe Re- Alignment
Upon commencement of construction, several issues arose which prohibit
installation of a portion of the stormwater conveyance pipe, as previously
proposed, which has resulted in additional impacts proposed to Zones 1 and 2
of the Neuse Buffer, adjacent to Beaverdam Creek. Mr. Jim Halley discussed
these issues in a telephone conversation with Ms. Karen Higgins, and Mr. Eric
Kulz on December 20, 2012. A portion of the stormwater conveyance pipe,
which runs from the intake at Beaverdam Creek and parallel to Beaverdam
Creek, discharging to the irrigation reservoir, must be re- aligned for the
following reasons.
Upon commencement of construction a sewer manhole was discovered in the
alignment of the stormwater pipe which was previously thought to be
abandoned due its locked and degraded condition. The City of Raleigh would
CCC -09000

Ms. Karen Higgins /Mr. Eric Kulz
CCC Irrigation Reservoir
January 22, 2012
Page 5 of 7
not allow for additional crossing of the sanitary sewer at less than 45 degrees
with the previous storm pipe alignment. An alternative alignment to take the
storm pipe on the north side of the sewer easement and directed to the
irrigation pond was deemed unfeasible due to shallow bedrock at almost every
drill boring location on the north side of the existing sewer easement.
Hence, these constraints required the stormwater pipe to be re- routed parallel
to the sewer easement from the intake structure at Beaverdam Creek to a
location approximately 70 feet east of the cart path and back to junction box #
5, impacting 3,071 square feet of zone 1 and 1,322 square feet of zone 2
within the Neuse Buffer. However the additional buffer impacts are located
within an existing grassed fairway of the golf course, which is void of forested
vegetation (See Pics I & 2, enclosed). This additional impact area will be
restored upon completion of construction. According to the Neuse River
Riparian Buffer Rules — Table of Uses, due to the non - perpendicular crossing
of the stormwater pipe in Zone 1, its use is deemed "Allowable with
Mitigation" and the non - perpendicular crossing in Zone 2 is deemed
"Allowable ".
TOTAL ADDITIONAL NEUSE BUFFER IMPACTS:
Buffer Impact
Location
Type o Impact
yp f p
Zone I
Red Hatch
Zone 2
Green Hatch
Inset 1
Installation
Impact Area "A"
for intake
3,071
1,322
Permanent
structure /pipe
TOTAL
3,071
1,322
* The buffer within the area of additional buffer impacts are located within an
existing grassed fairway of the golf course, which is void of forested
vegetation.
RIPARIAN BUFFER MITIGATION: There are additional proposed buffer
impacts of 3,071 square feet of zone 1 and 1,322 square feet of zone 2 within
the Neuse Buffer, associated with the stormwater pipe re- alignment.
According to the Neuse River Riparian Buffer Rules — Table of Uses, due to
the non - perpendicular crossing of the stormwater pipe in Zone 1, its use is
deemed "Allowable with Mitigation" and the non - perpendicular crossing in
CCC -09000

Ms. Karen Higgins /Mr. Eric Kulz
CCC Irrigation Reservoir
January 22, 2012
Page 6 of 7
Zone 2 is deemed "Allowable ". Mitigation will be required at a 3:1 ratio
totaling 9,213 square feet of buffer mitigation credits to offset the 3,071
square feet of Zone 1 impacts.
The required buffer mitigation totals 9,213 square feet and we are providing
9,350 square feet of buffer mitigation credits. We have chosen to re- vegetate
an area along Beaverdam Creek within the Country Club's property which is
mostly void of vegetation aside from one row of river birch trees and a few
invasive species. See Area 2 of the "Neuse Buffer Restoration Plan" and
"Figure 7: Stream Buffer Restoration Map" for location.
The area proposed for buffer restoration is located approximately 20 feet
south and upstream from the irrigation reservoir's outfall structure, and is just
downstream from "Buffer Restoration Area- I", which is the area to be
planted to offset buffer impacts associated with original permit. Buffer
Restoration Area -2, similar to # 1, has been cleared and maintained for at least
20 years. There is a picture and plan view of the proposed buffer restoration
area in the Revised Figure 7. There is a stand of Chinese Privet and
Honeysuckle that will be removed within this area, and the area will be
planted with at least 2 native hardwood species and at a density sufficient to
provide 320 trees per acre at maturity. Enclosed is a detailed buffer
restoration planting plan, maps, and monitoring plan for the proposed area.
The proposed buffer restoration area will be protected with a Declaration of
Restrictions to be recorded with Wake County. Enclosed is an example of the
Declaration of Restrictions to be conveyed. This area will also be staked off
and "Do Not Mow" signs will be placed around the perimeter of this area.
AVOIDANCE and MINIMIZATION: The City of Raleigh would not allow
for additional crossing of the sanitary sewer at less than 45 degrees with the
previous storm pipe alignment. An alternative alignment to take the storm
pipe on the north side of the sewer easement and directed to the irrigation
pond was deemed unfeasible due to shallow bedrock at almost every drill
boring location on the north side of the existing sewer easement. The riparian
buffer impacts have been minimized to the least amount necessary to install
and maintain the stormwater pipe. The additional buffer impacts are located
within an existing grassed fairway of the golf course, which is void of forested
vegetation, which minimizes impacts to more robust riparian buffer areas.
CCC -09000

Ms. Karen Higgins /Mr. Eric Kulz
CCC Irrigation Reservoir
January 22, 2012
Page 7 of 7
DIFFUSE FLOW: There is no new impervious surface associated with the
proposed project and only one point of discharge, which is the outlet from the
proposed pond back into Beaver Dam Creek. All overland flow will be
captured into the pond before discharge and directed into the outlet during
storm events that are above normal pool.
There was also an in office pre- application meeting held on August 2, 2010,
with NCDWQ representatives Mr. Ian McMillan and Ms. Amy Chapman to
discuss the project as currently proposed and diffuse flow measures. Since the
pond is not a stormwater treatment device, Ms. Amy Chapman recommended
discharging the flow from the outlet right through a velocity dissipater directly
into Beaverdam Creek, as depicted on the construction drawings and impact
maps.
STORMWATER MANAGEMENT: The proposed development is located
within the Neuse River basin and will be subject to the stormwater
management requirements set forth in Section 10, Chapter 9 of the City of
Raleigh regulations. Per City of Raleigh regulations, stormwater management
on this site shall address two primary issues: (1) peak discharge rates and (2)
water quality management. However there is no new impervious surface
associated with the project, therefore no stormwater management plan is
required.
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact
me at (919) 287 -4262.
Sincerely,
EcoEngineering
A division of The John R. McAdams Company, Inc.
Kevin Yates
Senior Environmental Consultant
.Project Manager
Enclosures
CCC -09000

\0F W A7R�G
IMMEMEMEMEMOM
I 1
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 16
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
as
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification — Regular Non -404 Jurisdictional General Permit
401 Water Quality Certification — Express X Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes X No
For the record
❑ Yes
only for Corps Permit:
X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑Yes
X No
2.
Project Information
2a.
Name of project:
Carolina Country Club
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Carolina Country Club
3b.
Deed Book and Page No.
Deed Book: 11905 /Page No. 0433
3c.
Responsible Party (for LLC if
applicable):
Bob Wright
3d.
Street address:
3e.
City, state, zip:
Raleigh, NC 27607
3f.
Telephone no.:
919 - 865 -1900
3g.
Fax no.:
919 - 865 -1901
3h.
Email address:
Page 1 of 16
PCN Form — Version 1.3 December 10, 2008 Version

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
4. Applicant Information (if different from owner)
4a. Applicant is:
Agent Other, specify:
4b. Name:
Property Identification
4c. Business name
(if applicable):
1a.
4d. Street address:
PIN # 1705142018
4e. City, state, zip:
Site coordinates (in decimal degrees):
4f. Telephone no.:
1 c.
4g. Fax no.:
171.74 acres
4h. Email address:
Surface Waters
5. Agent/Consultant Information (if applicable)
5a. Name:
Kevin Yates
5b. Business name
(if applicable):
EcoEngineering, A division of The John R. McAdams Company
5c. Street address:
2905 Meridian Parkway
5d. City, state, zip:
Durham, NC, 27713
5e. Telephone no.:
919 - 287 -4262
5f. Fax no.:
919- 361 -2269
5g. Email address:
[e-mail]
B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
PIN # 1705142018
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.821747 °N Longitude: - 78.657214 °W
(DD.DDDDDD) (- DD.DDDDDD)
1 c.
Property size:
171.74 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Beaverdam Creek
2b.
Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse River (03020201)

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Carolina Country Club (CCC) is located at 2500 Glenwood Avenue, within the beltline in the center of suburban Raleigh. CCC
consists of an 18 -hole golf course, tennis courts, pool, clubhouse, parking lot, and various maintenance buildings that encompasses
approximately 171 acres. Beaverdam Creek bisects the property in a northeast direction and has a length of approximately 3,500
feet within the golf course property. An aesthetic pond is located along the eastern edge of the golf course and is adjacent to
Beaverdam Creek. The CCC property is bound by Glenwood Avenue to the south and Granville Road to the north. The proposed
project area is located in the central portion of the golf course, adjacent to the maintenance facilities (Figure 1, 2, and 8)..
There is approximately 1,480 linear feet of Beaverdam Creek (Perennial Stream "A) and 58 linear feet of Intermittent Stream
"B" within the project area. Both Beaverdam Creek and Stream "B" are depicted on the USGS quad and /or Wake County
Soils Survey (Figure 1 & 2), therefore both stream features are subject to the Neuse River Buffer Rules. There are no
jurisdictional wetlands within the project area. The land in and around the project area has been altered over the years to meet
the needs of the golf course and surrounding properties, that includes Beaverdam Creek and Stream B. Per our on -site visit with Mr.
Ian McMillan of NCDWQ, on April 21, 2011, he confirmed that intermittent Stream Feature B, currently begins just south of the
maintenance building and really only captures run -off from the maintenance building, parking lot, and small forested area to the west
of the maintenance building. It is mostly a rip -rap lined channel, before it enters into a 90 -foot corrugated plastic pipe, which then
empties into Beaverdam Creek (See Picture Exhibit, Pics 1 -9). Although there is quite a bit of bedrock, the banks of Beaverdam
Creek are lined with rip -rap throughout the project area, and have historically eroded in most areas. There are Special Flood Hazard
Areas (SFHAs, or 100 -year floodplain and floodway) located on property owned by Carolina Country Club as depicted on FEMA
Flood Insurance Rate Map (FIRM) Panel 372017 0500J, effective May 2, 2006. Special Flood Hazard Areas in this case are
composed of both floodway and floodway fringe areas.
There is a City of Raleigh sewer line running through the proposed project area, which consist of mainly fescue and sedges,
with a sparsely forested thicket area made up of mostly red maple, sweet gum, loblolly pine, and tulip poplar, with a pasture of
sedges and fescue grasses. There are few mature Sycamores and Tulip poplars adjacent to Beaverdam Creek and within the
vicinity of the proposed intake structure, there is manicured Bermuda grass adjacent to the fairway, with a few River Birch trees
adjacent to Beaverdam Creek. Land use within the vicinity of the project is high -end single - family residential, light commercial, and
office. Glenwood Avenue (Hwy. 70) is a major artery through the city of Raleigh, which is adjacent to the property boundary.
3b. List the total estimated acreage of all existing wetlands on the property:
There are no jurisdictional wetlands within the current proposed project boundary.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
There is approximately 1,480 linear feet of Beaverdam Creek (Perennial Stream "A ") and 58 linear feet of Intermittent
Stream "B" within the project area. Stream forms for Streams A & B enclosed. There is a total of 3,531 linear feet of
Beaver Dam with the property boundary of CCC.
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide an irrigation reservoir for the Carolina Country Club golf course.

3e. Describe the overall project in detail, including the type of equipment to be used:
BACKGROUND / ADDITIONAL BUFFER IMPACTS:
In May 2008 Carolina Country Club retained EcoEngineering to evaluate potential
options that would provide the Carolina Country Club (CCC) with a long term solution to its
water usage needs. The primary goals of this study were to identify feasible alternative water
sources for irrigation and also plan for increased future water supply needs. During this
study a water budget for the course was completed, future water needs were documented and
summarized, the potential for stormwater harvesting at several locations was evaluated, and
an initial estimate of wetland and stream permitting requirements was conducted.
Based on the information provided by CCC, the golf course is currently the second
largest user of the City of Raleigh water supply, using between 200,000 to 300,000
gallons of water per day, annually. Based on current and projected future irrigation needs
for Carolina Country Club (CCC), an alternate source of irrigation water will be required
for the property. Several options have been explored with Carolina Country Club by
EcoEngineering, including new reservoirs in several locations across the project site,
above - ground and below - ground cistern systems, wells, and use of the existing pond
dammed on the east side of Beaverdam Creek.
Based on these findings, the most viable alternative was to withdraw water from
Beaverdam Creek, and store it in an adjacent reservoir to be utilized for irrigation. This
design is for an above - ground, offline reservoir located on the west side of Beaverdam
Creek in the vicinity of the existing maintenance building for the golf course. The most
effective design for an offline reservoir is to locate it adjacent to Beaverdam Creek at or
close to the same elevation of normal flows within the creek. The most practical location
and only option to construct a reservoir is in the proposed location within the 13 -acre
semi - wooded area just south of the maintenance facility in the center of the golf course
(Figures 5, 6, & 7). Due to the design criteria of capturing only gravity fed, storm flows,
there are proposed stream and Neuse Buffer impacts associated with the proposed
project. A detailed alternatives analysis was included within the original application.
• An on -site meeting with Mr. Ian McMillan was conducted on 04/21/2010, to
discuss the proposed project and make a Neuse Buffer determination, on the
historically altered "Stream B ", however there was not a formal Neuse Buffer
determination letter issued.
• There was also an in office pre - application meeting held on August 2, 2010, with
NCDWQ representatives Ian McMillan and Amy Chapman to discuss the project as
currently proposed.
• The Corps was invited to our pre - application meetings, however, in discussing the
proposed project with Mr. Jamie Sherri, Wake County Corps representative, on April
8, 2010, he was comfortable with the project as proposed and has deferred to
NCDWQ for on -site stream jurisdiction and the best professional judgement of
EcoEngineering staff for stream and /or wetland confirmation.
DWO Permit Approved
The DWQ General Certification (GC 3821) and Neuse River Buffer Authorization was
issued August 4, 2011 (DWQ Project # 11 -0438) for 96 linear feet of perennial stream
impact (30 linear feet of permanent impact and 66 linear feet of temporary impact), and
58 linear feet of intermittent stream impact. 8,573 square feet of Zone 1 and 20,623
square feet of Zone 2 of the Neuse River Buffer was also permitted in association with
the project.

Corps Permit
Although there was multiple pre - application discussions with Mr. Jamie Shern of the
USACE, more than 45 days elapsed since the original submittal of the USACE (Corps)
Nationwide Permit 18 (NWP 18) and Nationwide Permit 39 (NWP 39) Permit
Application for proposed impacts associated with CCC's Water Harvesting Pond.
According to CFR (Vol 72/No.47) NWP General Condtion 27(a)(2) the "CCC Water
Harvesting Pond" PCN application went STATUTORY, automatically authorized under
NWP 18 and NWP 39 as proposed in the PCN.
Stormwater Pipe Re- AlilInment
Upon commencement of construction, several issues arose which prohibit installation of a
portion of the stormwater conveyance pipe, as previously proposed, which has resulted in
additional impacts proposed to Zones 1 and 2 of the Neuse Buffer, adjacent to
Beaverdam Creek. Mr. Jim Halley discussed these issues in a telephone conversation
with Ms. Karen Higgins, and Mr. Eric Kulz on December 20, 2012. A portion of the
stormwater conveyance pipe, which runs from the intake at Beaverdam Creek and
parallel to Beaverdam Creek, discharging to the irrigation reservoir, must be re- aligned
for the following reasons.
Upon commencement of construction a sewer manhole was discovered in the alignment
of the stormwater pipe which was previously thought to be abandoned due its locked and
degraded condition. The City of Raleigh would not allow for additional crossing of the
sanitary sewer at less than 45 degrees with the previous storm pipe alignment. An
alternative alignment to take the storm pipe on the north side of the sewer easement and
directed to the irrigation pond was deemed unfeasible due to shallow bedrock at almost
every drill boring location on the north side of the existing sewer easement.
Hence, these constraints required the stormwater pipe to be re- routed parallel to the sewer
easement from the intake structure at Beaverdam Creek to a location approximately 70
feet east of the cart path and back to junction box # 5, impacting 3,071 square feet of
zone 1 and 1,322 square feet of zone 2 within the Neuse Buffer. However the additional
buffer impacts are located within an existing grassed fairway of the golf course, which is
void of forested vegetation (See Pics I & 2, enclosed). This additional impact area will be
restored upon completion of construction. According to the Neuse River Riparian Buffer
Rules — Table of Uses, due to the non - perpendicular crossing of the stormwater pipe in
Zone 1, its use is deemed "Allowable with Mitigation" and the non - perpendicular
crossing in Zone 2 is deemed "Allowable ".

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
X Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
Comments: NCDWQ Only
4b. If the Corps made the jurisdictional determination, what type
Preliminary Final N/A
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: EcoEngineering
Name (if known): Kevin Yates / George Buchholz
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
• An on -site meeting with Mr. Ian McMillan was conducted on 04/21/2010, to discuss the proposed
project and make a Neuse Buffer determination, on the historically altered "Stream B ", however there was
not a formal Neuse Buffer determination letter issued.
• There was also an in office pre - application meeting held on August 2, 2010, with NCDWQ
representatives Ian McMillan and Amy Chapman to discuss the project as currently proposed.
• The Corps was invited to our pre - application meetings, however, in discussing the proposed project
with Mr. Jamie Shern, Wake County Corps representative, on April 8, 2010, he was comfortable with the
project as proposed and has deferred to NCDWQ for on -site stream jurisdiction and the best professional
judgement of EcoEngineering staff for stream and /or wetland confirmation.
5. Project History
5a. Have permits or certifications been requested or obtained for
X Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
DWQ Permit Approved
The DWQ General Certification (GC 3821) and Neuse River Buffer Authorization was issued August 4,
2011 (DWQ Project # 11 -0438) for 96 linear feet of perennial stream impact (30 linear feet of permanent
impact and 66 linear feet of temporary impact), and 58 linear feet of intermittent stream impact. 8,573
square feet of Zone 1 and 20,623 square feet of Zone 2 of the Neuse River Buffer was also permitted in
association with the project.
Corps Permit - Statutory
Although there was multiple pre - application discussions with Mr. Jamie Shern of the USACE, more than
45 days elapsed since the original submittal of the USACE (Corps) Nationwide Permit 18 (NWP 18) and
Nationwide Permit 39 (NWP 39) Permit Application for proposed impacts associated with CCC's Water
Harvesting Pond. According to CFR (Vol 72/No.47) NWP General Condtion 27(a)(2) the "CCC Water
Harvesting Pond" PCN application went STATUTORY, automatically authorized under NWP 18 and
NWP 39 as proposed in the PCN.
6. Future Project Plans
6a. Is this a phased project?
X Yes No
6b. If yes, explain. There is a proposal to relocate the maintenance building, redesign the golf course, and add some
indoor tennis courts within the country club property over the next five years. However, the proposed irrigation reservoir is
an immediate need in irrigating the current golf course and is being treated as an independent project at this point.

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands Streams - tributaries X Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number -
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ - non -404, other)
(acres)
Temporary T
W1 ❑ P X T
❑ Yes
❑ Corps
[-]No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑No
❑ DWQ
2g. Total wetland impacts
2h. Comments: None with currently proposed project.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ - non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
❑ PER
❑ Corps
❑ INT
❑ DWQ
❑ PER
❑ Corps
❑ INT
❑ DWQ
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
4. Open Water Impacts (N /A)
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indiv dually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P)
or Temporary T
01 ❑P ❑T
02 ❑P ❑T
4f. Total open water impacts
4g. Comments:
S. Pond or Lake Construction (N /A)
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
X Neuse ❑Tar- Pamlico El Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary T
required?
Inset 1
Installation
Impact Area
for intake
Beaverdam Creek
Yes
3,071
1,322
Permanent
structure /pipe
6h. Total buffer impacts
3,071
1,322
6i. Comments: * The buffer within the area of additional buffer impacts are located within an existing grassed
fairway of the golf course, which is void of forested vegetation. Zone 1 impacts will require mitigation.

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The City of Raleigh would not allow for additional crossing of the sanitary sewer at less than 45 degrees with
the previous storm pipe alignment. An alternative alignment to take the storm pipe on the north side of the
sewer easement and directed to the irrigation pond was deemed unfeasible due to shallow bedrock at almost
every drill boring location on the north side of the existing sewer easement. The riparian buffer impacts have
been minimized to the least amount necessary to install and maintain the stormwater pipe. The additional
buffer impacts are located within an existing grassed fairway of the golf course, which is void of forested
vegetation, which minimizes impacts to more robust riparian buffer areas.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
- The temporary construction corridors required for the project within the Neuse River Buffer will fall mainly within
currently cleared areas of the property, minimizing temporary impacts from construction. All in- stream structures
and /or disturbance will be carried out from high - ground, during dry conditions to minimize sedimentation.
- Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation
as described in the Erosion Control Plan sheet reviewed and approved by the NC Division of Land Quality and City
of Raleigh. All work will take place during dry conditions and can be facilitated from high, non - jurisdictional, stable
ground adjacent to the Neuse Buffer. The contractor shall install silt fence, inlet protection, sediment traps,
diversion ditches, tree protection, clearing only as necessary to install these devices. All erosion and sediment
control measures will be checked for stability and operation following every runoff producing rainfall , but in no case
less than once every week. Any needed repairs will be made immediately to maintain all measures designed. An
erosion control inspections report is required and will be kept by the owner's representative.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes X No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
X Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non- riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
X Yes No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Installation
for intake structure /pipe
3,071
3 (2 for Catawba)
9,213
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
The required buffer mitigation totals 9,213 square feet and we are providing 9,350 square feet of buffer
mitigation credits. We have chosen to re- vegetate an area along Beaverdam Creek within the Country Club's
property which is mostly void of vegetation aside from one row of river birch trees and a few invasive
species. See Area 2 of the "Neuse Buffer Restoration Plan" and "Figure 7: Stream Buffer Restoration Map"
for location.
The area proposed for buffer restoration is located approximately 20 feet south and upstream from the
irrigation reservoir's outfall structure, and is just downstream from "Buffer Restoration Area- 1", which is the
area to be planted to offset buffer impacts associated with original permit. Buffer Restoration Area -2, similar
to 9 1, has been cleared and maintained for at least 20 years. There is a picture and plan view of the proposed
buffer restoration area in the Revised Figure 7. There is a stand of Chinese Privet and Honeysuckle that will
be removed within this area, and the area will be planted with at least 2 native hardwood species and at a
density sufficient to provide 320 trees per acre at maturity. Enclosed is a detailed buffer restoration planting
plan, maps, and monitoring plan for the proposed area, entitled "Neuse Buffer Restoration Plan "..
The proposed buffer restoration area will be protected with a Declaration of Restrictions to be recorded with
Wake County. Enclosed is an example of the Declaration of Restrictions to be conveyed. This area will also
be staked off and "Do Not Mow" signs will be placed around the perimeter of this area.
6h. Comments:

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: There is no new impervious surface associated with the
proposed project and only one point of discharge, which is the outlet from
the proposed pond back into Beaver Dam Creek. All overland flow will be
captured into the pond before discharge and directed into the outlet during
storm events that are above normal pool.
There was also an in office pre- application meeting held on August 2, 2010,
X Yes No
with NCDWQ representatives Mr. Ian McMillan and Ms. Amy Chapman to
discuss the project as currently proposed and diffuse flow measures. Since
the pond is not a stormwater treatment device, Ms. Amy Chapman
recommended discharging the flow from the outlet right through a velocity
dissipater directly into Beaverdam Creek, as depicted on the construction
drawings and impact maps.

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
No new impervious
2b. Does this project require a Stormwater Management Plan?
Yes X No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Comments:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The proposed development is located within the Neuse River basin and will be subject to the stormwater
management requirements set forth in Section 10, Chapter 9 of the City of Raleigh regulations. Per City of Raleigh
regulations, stormwater management on this site shall address two primary issues: (1) peak discharge rates and (2)
water quality management. However there is no new impervious surface associated with the project, therefore no
stormwater management plan is required.
X Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
City of Raleigh
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
X NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
Yes No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state - implemented Stormwater management programs apply
❑ ORW
(check all that apply):
X Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? A copy of the plan has been submitted, but has not yet been approved
❑ Yes No
by the City of Raleigh.
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
X Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
X Yes ❑ No

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the
Yes ® No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
El Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The intended purpose of this project is for irrigation of an existing golf course. There are no plans for additional golf holes
within the Carolina Country Club property, nor is there any land within or adjacent to expand the existing golf course.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The existing sanitary sewer line running through the project will only be relocated so that it avoids the footprint of the
proposed pond. There will be no new wastewater generated from the proposed project.
Page 13 of 15
PCN Form —Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The U.S. Fish and Wildlife Serive web site ( http:// www. fws.gov /nc- es /es /countyfr.htmi) was accessed on April 18, 2011 to
determine threatened and endangered species which may potential occur within Wake County. Based on field surveys
coducted within the project area, it is believed threatened and endagered species and their habitat are not present.
The North Carolina Natural Heritage Protection Virtual Workroom internet service (accessed April 18, 2011) does not lists
any federally protected species within a 2 mile radius of the project area.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The North Carolina Natural Heritage Protection Virtual Workroom internet service (accessed April 18, 2011) does not lists
any federally protected species within a 2 mile radius of the project area.
The Clean Water Management Trust Fund we site (http: // 216. 237 .216.18 /cwmtfweb /default.aspx) was accessed on April
18, 2011 to determine whether the proposed project would impact Essential Fish Habitat (EFH) and it was determined that
EFH is not present within the proposed project study area.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A review of the list of properties and districts in North Carolina entered in the National Register of Historic Places
( http: / /www.hpo.ncdcr.gov /nrlist.htm) for Wake County did not reveal any listing within the proposed project study area. It
is believed the proposed project will not occur in or near an area that has been designated as having historic or cultural
preservation status by the state, federal, or tribal governments.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: There is an approved (CLOMR) flood study which has approved
impacts to the 100 -year floodplain.
8c. What source(s) did you use to make the floodplain determination? (FIRM) Panel 3720170500J
Kevin Yates
`
G I A 'LIZ i3
Date
A licant/A ent' i nature
Applicant/Agent's Printed Name
u

PIG 1. Facing Impact Area A— Beaverdam Creek — Intake Structure in center of photo.
PxOaecr NO. ccc-09000
"': Pictures—Route
SCME: N/A
DATE: 05-01-2011
Carolina Country Club
Proposed Irrigation Reservoir
RALEIGH, NC
r-9--officoEngineering
1!M A division of The John R. McAdams CompanY, 1w-
RESEARCH TRIANGLE PARK, NC
P.O. BOX 14005 ZIP 27700-4005
[phone]

PIC 2. Facing left bank of Beaverdom Creek® Intake Structure approximately located
where current rip—rap is on for left of picture.
PROJECT NO. CCC_090()()
Pictures—Route Carolina Country Club
SCALE: N/A Proposed Irrigation Reservoir
DATE: 05-01-2011
RALEIGH, NC
AftoEngineering
A division ofTW John R. McAdams Company, Inc.
RESEARCH TRIANGLE PARK, KC
P.O. BOX 14005 ZIP 27709-4005
[phone]

fz�
PIC 3. Facing north at approximate Tailwater Location of Proposed Pond. Standing in
the current Sanitary Sower Easement.
PROTECT NO. CC0 _09000
" Pictures—Route
bl�: N/A
DATE: 05-01-2011
Carolina Country Club
Proposed Irrigation Reservoir
RALEIGH, NC
Aftengineering
A division 0f11W Sohn R­ McAdam COMP&W, fac-
RESEARCH TRIANGLE PAM NC
P.O. BOX 14005 ZW 27709-4005
[phone]

tv
PIC 4. Facing North, standing on left bank of Beaverdam Creek. Highly eroded, and
denuded stream buffer section.
PROJECT NO. CCC_09000
FILENAME: Pictures—Route
SCAM: N/A
DATE: 05-01-2011
Carolina Country Club
Proposed Irrigation Reservoir
RALEIGH, NC
AftoEngineerinq
A division 0f11eJ01M PL McAdRMCOMP-y-h-
RESEARCH TRIANGLE PAM NC
P.O. BOX 14005 ZIP 27709-4005
[phone]

PIC 5. Facing South toward proposed pond location, and standing in proposed pond berm
location. Headwaters of Stream B are on left, before it is rip-rapped.
PROJECT NO. CCC_09000
" Pictures-Route
SCAM: N/A
DATE; 05-01-2011
Carolina Country Club
Proposed Irrigation Reservoir
RALEIGH, NC
'EcoEngineednq
LMA division of The John R- McAdEn" COMPany, ""
MEARCH TRIANGLE PAM NC
P.O. BOX 14005 ZIP 27709-4005
[phone]

tl
In
In
PIC 6. Facing southeast, toward Stream B, heavily armored and capturing surface runoff.
Standing approximately on proposed pond berm location. Small Shrub—Scrub stream
buffer on lower left bank, mostly denuded elswhere.
PROIECT NO- CCC_09000
" Pictures—Route
SCAM: N/A
DATE: 05-01-2011
Carolina Country Club
Proposed Irrigation Reservoir
RALEIGH, NC
AftoEngineering
A diislan of The Jbhn R. McAdams COMP-Y, Inc.
RESEARCH TRIANGLE PARK. NC
P.O. BOX 14005 ZIP 27709-4005
(91l) 361-5000

PIC 7. Facing Southeast. Closer view of Intermittent Stream B. Standing on right bank of
Stream 0, before it goes into plastic culvert in center of picture.
PI10JECr NO- CCC_09000
FB.ER"3SE' Pictures—Route
SCAM: N/A
DATE: 05-01-2011
Carolina Country Club
Proposed Irrigation Reservoir
RALEIGH, NC
F-MlEcoEngineering
IVIA division OMW John R- McAdso" c0o p , "
RESEARCH TRIANGLE PARK NC
P.O. BOX 14005 ZIP 27709-4005
[phone]

PIC B. Facing Northeast. Facing lower section of Stream B. before it takes left turn and
flows into plastic pipe and then empties into Beaverdam Creek.
PROJECT NO. CCC_09000
IILENAimll: Pictures—Route
SCAM: N/A
DATE: 05-01-2011
Carolina Country Club
Proposed Irrigation Reservoir
RALEIGH, NC
AftoEngineering
A division ofllie John R. McAdams Company. W-
RESEARCH TRIANGLE PARK, NC
P.O. BOX 14005 ZIP 27709-4005
[phone]

PIC 9. Facing south and Beaverdarn Creek in center of photo. Approximate pond outlet is
proposed to be located on right side of photo at rip—rap grass bank transition.
PROJECT NO. ccc-09000
FILENAME: Pictures —Route Carolina Country Club
PD- i
U SCAM N/A Proposed Irrigation Reservoir
RALEIGH, NC
DATE: 05-01-2011
AftoEngineering'
A &vmm of The John R. WA&US CaMMY, br-
RESMCH TRIANGLE PAM NC
P.O. Box 14005 ZIP 27709-4005
[phone]

M6EWR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
August 4, 2011
nn DWQ Project # 11 -0438
Wake County
Mr. Bob Wright AUG
Carolina Country Club 12 2011
2500 Glenwood Avenue 0
Raleigh, North Carolina 27608
Subject Property: Carolina Country Club
Beaverdam Creek. [030402, 27- 33 -15, C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Wright:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 96 linear feet of perennial stream (30 linear feet - permanent impact and 66
linear feet temporary impact), 58 linear feet intermittent impact and 8,573 square feet of Zone 1 Neuse
River protected riparian buffer, and 20,623 square feet of Zone 2 Neuse River protected riparian buffer, as
described in your application dated May 5, 2011, and received by the Division of Water Quality (DWQ)
on May 9, 2011, with additional information received on July 29, 2011, to construct the proposed
irrigation reservoir project at the site. After reviewing your application, we have decided that the impacts
are covered by General Water Quality Certification Number(s) 3821 (3821). The Certification(s) allows
you to use Nationwide Permit(s) NW 18 and NW39, when issued by the US Army Corps of Engineers
(USAGE). In addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, and Non - discharge regulations. Also, this approval to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application shall expire upon expiration of the
404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. if you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Wetlands, Buffers, Stormwater, Compliance and Permitting Unit (WeBSCaPe)
1650 Mail Service Center, Raleigh, North Carolina 27699 -1650
Phone: 919 - 807 -63001 FAX: [phone]
Internet: http: / /portal.ncdeni.org /web /wq /ws
An Equal Opportunity t Affirmative Action Employer

Carolina Country Club
Page 2 of 4
August 4, 2011
Type of Impact
Amount Approved nits
Plan Location or Reference
Stream - perennial
96[(Iinear feet) 30 linear feet permanent
impact and 66 linear feet temporary
impact]
PCN application page 8 of 16
Stream - intermittent
58 ( ;ear het)':
PCN a lication age 8 of 16
Buffers Zone 1
8,57$106s
are $ )'' s
`:PCN application pages 10 of 16
Buffers Zone 2 1
20,6' (
are ft.) t%�,2
I 1PCN application pages 10 of 16
2. No waste, Spoil, Solids, 0 1 it � �f Aiiy hind 1 � i`l f
Info waste, spoil, solids, r fil o any kind shall occur in tlands, waters, or riparian areas beyond
the footprint of the imp Ar n Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites; borrow sites; and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
G. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters without prior
approval from the Division. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable, design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis- equilibrium of wetlands or stream beds or banks,
adjacent to or upstream and downstream of the above structures. All sediment and erosion control
devices shall be removed and the natural grade restored within two (2) months of the date that the
Division of Land Resources or locally delegated program has released the project;
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities;

Carolina Country Club
Page 3 of 4
August 4, 2011
6. Diffuse Flow
All stormwater shall be directed as diffuse flow at non - erosive velocities through the protected
stream buffers and will not re- concentrate before. discharging into the stream as identified within
15A NCAC 2B.0233(5). However, if diffuse flow as per 15A NCAC 02B.0233(5) is not
achieved, then the DWQ shall be notified and corrective actions to restore diffuse flow shall be
taken if necessary to impede the formation of erosion gullies. At no time shall stormwater from
the proposed development be piped directly through the buffer without prior DWQ written
authorization.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the Wetlands, Buffers, Stormwater, Compliance and Permitting Unit
(WeBSCaPe), North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699 -1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you wish to contest any statement in the attached Certification you must file a petition for an
administrative hearing. You may obtain the petition form from the Office of Administrative Hearings.
You must ftie the petition with the Office of Administrative Hearings within sixty (60) days of receipt of
this notice. A petition is considered filed when it is received in the Office of Administrative Hearings
during normal office hours. The Office of Administrative Hearings accepts filings Monday through
Friday between the hours of 8:00am and 5:00pm, except for official state holidays. The original and one
(1) copy of the petition must be filed with the Office of Administrative Hearings.
The petition may be faxed - provided the original and one copy of the document is received by the Office
of Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699 -6714
Telephone: (919) -431 -3000, Facsimile: (919)- 431 -3100
A copy of the petition must also be served on DENR as follows:
Ms. Mary Penny Thompson, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699 -1601
Unless such a petition is filed, this Certification shall be final and binding.

Carolina Country Club
Page a of 4
August 4, 2011
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Karen Higgins or Ian McMillan at 919- 807 -6300.
Si cerely,�
Coleen H. Sullins
CHS /ijm '
Enclosures: GC3821
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Lauren Witherspoon, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Kevin Yates, EcoEngineering, A Division opf John R. McAdams Company, 2905 Meridian
Parkway, Durham, NC 27713
Filename: 110438CarolinaCountryC lub(Afake)401_N'BR

PROJECT N0. FOR -OHZZ7
SOILS NM.P
F4]EcoEngineering
FILENAME:
2008 -06 -08 FOR08227X- SW.DWG
A division of T110 John R. McAdams Company, Inc.
SCALE:
CAROLINA COUNTRY CLUB
AS NOTED
RESEARCH TRIANGLE PARK, NC
RALEIGH, NORM CAROLINA
P.O. BOX 14005 ZIP 27709 -4005
DATE:
06 -24 -2008
(919) 361 -5000

Legend Figure 1: Vicinity Map [AftoEngineering
A division of The John R. McAdams company. Inc.
PressurizedWaterMain
GravitySewer
USGS Map: RALEIGH WEST, Created 1968, Photorevised 1988
0 255 510 1,020 1,530 2,040 0
Feet
1 inch equals 1,000 feet 3 -18 -09

Since 1974
T1 -J EJ JOHN R. MCADAMS COMPANY', ING
AGENT' AU`I'IIORIZA'1'10N FOIZM
All 131aulis'Fo Be lolled In I3 The Carrell# I'ro erl Owtler
Name: Carolina Country Club
---
Address: 2500 Glenwood Avenue, Raleigh, NC 27608
Phony': c?19- 865 -1900 _
I'r<>ject Nw, `crip(ion: 1'€� lrrikuttion Res'.'
Project Numbcc r'('C`- OcJO00 Project Mann >�::
Mctc: 05/01/2011
U,S, Army Corps of Engineers
Mtn: Jamie Shern
Raleigh Regulatory Field Office
3331 Heritage'l-rade Drivc, Suite 105
Wake 1 orest, NC 27587
Re: Wetlan,.s. " -I 1ted Consultilc, " A Permitting
jo ;\ horn It May Conc t : ,,
CCC Go11 P alcigh, NC,
K,ovin Yates
I, the current property owner, hereby designate and authorize The lolua R. McA.datns Company,
Ine. to act in my behalf as nay agent in the processing of permit applications, to furnish upon
request supplemental information in support of applications, etc. from this day forward. The
5A day of May 2011.
This notification supersedes any previous correspotldetice concerning the agent for this protect.
NO'HCE: ''his authorization, f"11- liability and pr' ;Fc.ssional courtesy c . wi mis, is valid 0111,,
'lc l
f f- govenim, -, officials to cuto•• €iie p►ope>ty ;c p R,
"i- darns Comp,,,,, ll!c. staff. You >:: ,;!d call The Jol., R. '~McAdams (..c,,,:i):.n }•, Ille. to
al"c ::Ilge a site meeting; pl-iol, to visiting the site.
� C C_ t t,o
TPritit PropertyOwnerSi nature
Cc: Mr. lan McMillan
NCDi,NR -DWQ
512 i:bury Street (Ai Building)
Raleigh, ; ; ' '17004
CIVIL ENGINEERING • LAND PLANNING • SURVEYING
PO Box 14005 • Research Triangle Park, NC 27709 • (919) 361 -5000 • fax [phone]
www.joh nr €ncada ms.corn

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont 4,
Project/Site: ( a (�b 11AA1(' City /County: ' �� Sampling Date:
Applicant/Owner: Col. 611,16 State: Sampling Point:
Investigator(s): Section, Township, Range:
Landform (hilislope, terrace, etc.): Local relief (concave, convex, none): Slope ( %):
Subregion (LRR or ML�R a tA): Let: - oe t ,i %% � 1 �'t � Long: X, (d -) 7�i i Datum:
Soil Map Unit Name: l ' e °rnn &-44A �( NWl ciassification:
Are climatic/ hydrologic conditions on the site typical Ivor this time of year? Yes_ No (If no, explain in Remarks.)
Are Vegetation Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes 12K— No
Are Vegetation Soil , or Hydrology naturally problematic? (if needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes 4— No is the Sampled Area
Hydric Soil Present? Yes No 47—, within a Wetland? Yes No
Wetland Hydrology Present? Yes No
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required- check all that apply)
_ Surface Soil Cracks (B6)
_ Surface Water (Al) _
True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (B8)
_ High Water Table (A2) _
Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (1310)
Saturation (A3) —
Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
_
_ Water Marks (B1) _
Presence of Reduced Iron (C4)
^ Dry- Season Water Table (C2)
Sediment Deposits (132) ,
Recent Iron Reduction in Tilled Soils (C6)
— Crayfish Burrows (C8)
_
_ Drift Deposits (133) _
Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (84) _
Other (Explain In Remarks)
— Stunted or Stressed Plants (D1)
Iron Deposits (85)
— Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (137)
_ Shallow Aqultard (D3)
^_ Water- Stained Leaves (139)
i Microtopographic Relief (D4)
_ Aquatic Fauna (B13)
— FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No `'
Depth (inches): -
Water Table Present? Yes No —
Depth (inches):
Saturation Present? Yes No '
Depth (inches):
Wetland Hydrology Present? Yes No'—" —
ncludes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous Inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

GRADING NOTES
1. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE
FRONT FACE OF THE RETAINING WALL AT THE BOTTOM OF WALL.
2. RETAINING WALLS ARE TO BE DESIGN -BUILD PROJECT(S) BY THE CONTRACTOR. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A
REGISTERED ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION
OF THE RETAINING WALLS.
3. RETAINING WALLS SHALL BE ASSUMED TO BE BACKFILLED WITH OFF -SITE BORROW MATERIAL OR
PROCESSED FILL UNLESS CONTRACTOR CAN PROVIDE OWNER WITH CONFIRMATION FROM THE
GEOTECHNICAL ENGINEER AND THE RETAINING WALL DESIGNER THAT READILY AVAILABLE
ON -SITE SOILS CAN BE USED.
4. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED
GRADE ELEVATIONS ONLY. THE EXTENT THAT THE RETAINING WALL WILL BE EXTENDED BELOW
GRADE TO THE FOOTING SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION
DRAWINGS.
5. ALL RETAINING WALLS OVER 30" HIGH SHALL HAVE A SAFETY FENCE. SEE DETAIL.
6. ALL WALLS OVER 5' TALL WILL REQUIRE A BUILDING PERMIT.
7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR
GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK
DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
NOTIFICATION HAS NOT BEEN GIVEN.
B. CONTRACTOR SHALL BE AWARE THAT ITEMS SUCH AS STORM DRAINAGE STRUCTURES, PIPING,
GUARDRAILS, ETC. MAY BE WITHIN WALL GEO -GRID TIE - BACKS.
9. CONTRACTOR SHALL INSTALL SPILLING CURB AND GUTTER SECTION IN ALL LOCATIONS WHERE
PARKING LOT AND DRIVE AISLE GRADES ARE DIRECTING RUN -OFF AWAY FROM THE CURB AND
GUTTER.
GRADING LEGEND
Q FLARED END SECTION (FES)
ENDWALL (EW)
CATCH BASIN (CB)
DROP INLET (DI)
■ STORM SERVICE INLET (YI)
• STORM SERVICE ROOF -DRAIN
O STORM MANHOLE (JB)
©Q2i1 ZEN 09I1•r.Tjr;l:a:lli
ti LINE BREAK SYMBOL
TOP & BOTTOM CURB ELEVATIONS
TW= 223.00 -TOP OF WALL ELEVATION
BW= 213.00 - BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+250.60 SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE. 8" HDPE
01.0% MIN. SLOPE UNLESS
OTHERWISE NOTED. DRAINS
SHALL BE DIP WHEN COVER IS / /
LESS THAN 12 INCHES. // / / / // / / / / /
-TP -TP -TP - TREE PROTECTION
LD LD LIMITS OF DISTURBANCE \VA / / �/ / / 00,
WOODED AREA
11 zol
250
252 10' CONTOUR
2' CONTOUR
- - - - -- 250- - - - - -- - / / ///
- EXISTING 10' CONTOUR - � / / � / / / / / / / / ol
I
I � '
/ � I
/ / } •a ,
,\- 1
- - - - - -- 252 - - - - -- -- �// / / / / . • �� /
EXISTING 2' CONTOUR
EASEMENT LINE >
\\ /
r / // / / �/ ,� /SEX• REM
/ I11
MH
/(TO BE /
R OVE /
/w i
RISER -9
POS
/ -0
ACT ARE
77 - 77
ol
\nVA
232'
A\ \V' \
\ I
\ E SSMH
SSW 2, A V A Ol ti
i
\ �� -23U � \AV A V A
No �.v- -ftr
/ / / / / / / / / / / I I I I I •I / 8 IMPACT
E 00
AREA _ %i�Y \ •, ��r �Ij
- .- - _ � - - - -_ / / /// ��_ /, /; / � I I ICI I � / ,� _ :.,; v_�•� -.v . *� /-
�� /
-
% I I � • v � I ss
x
/ I I 1 ��I I // • I / // EXIST / INcl OF�RALEI � I
\
I
.. • = ' _ - . -,- _ _ v / � I , V / / / r�/ /� - -f- � - \ v \ � v v A to � �� v A
/ \
LIMITS OF DISTURBANCE
%/
„_t' / / / / / % // ♦ N �/ B R[�i EEC - -
" \ / / / / l // ♦ P I �P OF B (TYP.)� - - - --��
/'� / /I _-
v v
F10 11 WAY
_ Cm F DISTURBANCE (TYA.)1 / / \ \ • �/�
-ISO / / ♦7
/ / / / / // ,(./ / III - -/ •/ v _ N
,� Ii /jam / j \ �[ I i�� ���••��/ -- N,
PHOTO OF PROPOSED 45 = / ,,, ,� 2/ / / % / o o s ......I. :..... /f=
�` 1p I I I T
RESTORATION AREA \ 4 = = J / i / 2
V / 40 PER NENT I OF /R�yL�IC�H _
IT SEWEf ME i/ WIT �..� / A / I
SSM / / 10 MPORA10Y ONSWCTi ♦ - / \ J - EW -1
.� r INV. OUT= 218.41
�1 . - �. 1 / / / / / / 2 `� / / ENT N ,EIT �VSIDIE (TYP
= / 9,350 SF OF BUFFER J -�
ZONE 2. 2,614 S.F. OF / � , / / �� /- � �/ , � � ti / / , , � \ � RIM = 229.31
/ �// / / � /i / - / l / / /i�:� MTTIGATION FOR �� �� INV. IN= Zi70 (JB -3)
BUFFER MITIGATION FOR ' ' ' / / / / / / ,'
STORMWATER
017. - _ _ _ - - - - , / / / "IMPACT AREA C" JB -3 -
<,._
�t ° �. - - - - - , / / % // ; - • / /i / \ , // / l '� l PIPE IMPACTS TO ZONE 1 RIM= 225.50
- / f +■►;rte r / - 232 - ♦ / / / / / / / 1 INV. IN- 220.05 (JB -4)
1 / -� INV. OUT= 219.95
�o / / / / / /i \ ♦ / \\ / / / \ -
/ ZONE 1. 4,642 S.F. OF - /� / I / g I �/ A\ - �♦T� -� - / 0• / RIM- 22s.3o
/ � / / / A\ /� � _ - / - ♦ / INV. IN- 220.88 (JB -5)
BUFFER MTTIGATION i ` / /i' - , / - / / �♦ -� _ / - ./ / INV. ouT= 22o.7s
"IMPACT /. // / 1 / ♦ / a - / / / /- -- / \ ♦ / JB -5
FOR IMPACT AREA C/ / I / ✓ _ - �♦ / I• - - - / / j RIM = 231.70
/ /� I �`' '� 1 / 9 / / \ _ / j / I I / :� -. / - - - y 1 1 /� - - / / INV. IN= 224.66 (JB -6)
Z� ♦/ / / I I) / i /♦ I / �� \ I / \ /■ / INV. OUT= 224.56
/ /� v - - - -- / _/. / / ✓ �j r / �I. /� / L. / / / - / / - - -- ■
�/ / l / ♦ / // / / / / - -- _ \ \,\ / III \ RIM 234.48
- - - -/ /'\ �Ylr / / / l ♦ / /
- XtST�IG -CI1' OF�ALEIGH \ / / v i / / / / ��o / / / - % •■ �r 1 / ♦ / I / _ / - -
V A / / / ■1 INV. IN= 225.50 (RISER -7)
SANITARY �VYER- EASE1v1ELLT VA V / / /� / / ' / / / / / / / / / ' / / ( � - /IMPACT AREA) �) / - i / / / // - - - - _ V / / / / ■ I INV. OUT= 225.40
_ 1 YP. v _ / \ / / \
. / / V A � / RISER -7
_ -245- / � ��/ / ♦ / / � V / ( � � � ( T /R= 230.60
- _ 24 3- I / / /// / �♦� � / / / f - - �■► / / � / / � _ � _ - � \ � �� \ \ \ < � � I 1
INV. O
UT= 225.75
/ EW -8
V - INV. OUT= 216.00
-240 7 RISER -9
I - �� JB -4 / /i /� J PROPOSED STREAM AND NEUSE BUFFER IMPACTS
\ / � / / �� T /R= 228.00
_ _ i ) / / l ' ' ♦ / INV. OUT= 217.00
_ / / / / i / ji ' /, - LEGEND
� \� i /lid � / /i/ �
EX SSMH / =7%` -r \ r i i i / / L9 I /
Lo
A / I� NOTE: (NEUSE BUFFER IMPACTS IN SQUARE FEET (S.F.) AND ACREAGE (ac.)
zs4 Ek �
4 A I EX.
ZONE 1 BUFFER IMPACT
�� - ,// / / / / I / / "
v� - / j % / / ) / / / IMPACT AREA A : 944 S.F. 0.022 AC.
= _��- j?iIMPACT AREA
111MIT� o�DISTURBA f �- / / . .
\(T'R // IMPACT AREA B 11,1119 S.F. 0.026 AC.
IMPACT AREA "C" 6.510 S.F. 0.149 AC.
\3- ■ ■ \ \ -_ ' /i - - - _ 1 / �/ l I l / /� /� / -� / / / / / / / / TOTAL IMPACT 8,573 S.F. 0.197 AC.
� v _ � �� � � ■ ■ �, A A � 5i `,�! / Z0� .moo o-'� . , ' - � // / / ✓ � � � � � / l / / //
ZONE 2 BUFFER IMPACT
IMPACT AREA "A" 3,573 S.F. 0.082 AC.
\ •Yi ,Z_ '� 'i ■ ■ ■ ■ ■`■ iii ■ ■ ■ ■ ■ T �/ - - \ /i / �/ / / - //i i // " "
\ - / � \ _ << yC,•' � �' � f IMPACT AREA B 9,659 S.F. 0.222 AC.
_7 /13��d / _ .> _ / v / /�f \ \ V �• / \``as�9 i / //� // / / I / - ��/ IMPACT AREA "C" 7.391 S.F 0.170 AC.
z - - ��
.�_ IMPACT AREA-- 100 Y / / \� \� _ _ _ • �� / _ // / /� /�� / / / -� / / / TOTAL IMPACT 20,623 S.F. 0.473 AC.
/ \
!)AM � -- = -� „A„ __ oodj,4Y/ /VAS - _ �_ "' v� __ / /�►� i / / /� /� /// / / /� / //�
- - �
/ / / / / // / k - - STREAM IMPACT - TEMPORARY
/� "
� - � / / \ - - � / -/ / / / �/ / � � � / � � IMPACT AREA A (OPEN WATER) 254 S.F. 0.006 AC. 19 YDS3
\ ��� / �\ ' / Vv v ✓ / � - = - , • ♦/� j �/ /// / / / / �/ IMPACT AREA "B" OPEN WATER 181 S.F. 0.004 AC. 13 YDS3
l - I / - ' l / / A \� A j / - v / / • /� �i i / - TOTAL I M PACT ( ) 435 S.F. 0.010 AC. 32 YDS3
_ _ - /
i ■� ■•�•�� ��� / // TOP O� E �� / i / t /� / / /
/ BEAVER IA \ / / / i
• A l � �/ r� j- �� �j // / / / / +�/ _ -
\ \ STREAM IMPACT - PERMANENT
_ IMPACT AREA B OPEN WATER 295 S.F. 0.007 AC. 22 YDS3
/ �� • •y -� - •� T
IMPACT AREA C 58 L.F.
_ _ �/
♦� / •� -��- • ��/ //� /
j- - /� \ �H ■ ■i■ - _ _ �'�- - - - / / / - / / / _/ TOTAL IMPACT 295 S.F. 0.007 AC. 22 YDS3 58 L.F.
► _ _� v � /� / , � �'�•_�� � �_ _ / /_ GRAPHIC SCALE
\
1-0 YEA - / / / % / ��/ . / / / / i
- - - _ FLOOD PLAIN �� V / - �_ - / 40 0 20 40 a0
�_� 11111 1
\ / /�� - -� ----- ;- / / / /i ///
>> - - /7 - -
400 4mi
1 inch 40 ft.
=
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
E
•
W �
L z °
U
U Z Fez°
O „
v, W 2 `� m
a
.� p p
0
d
U
w z�"
0 Wo
Z L)
0 U
W c
LuwCqem
■ P: c�
v�
W o
w
CL
a
0
N
Z o
o Z
0­, o
N
>
Ld
w w
a a
U o
to
�E­4
�
�0Z
� z
r., a
O
fox
�Oaa
z zz
a E-,
00
P-; w
a
a
z L) L)
0
u w
"z
Oz o
O p
V
0 :� 0 W
U �z
0w
5
PROJECT NO. CCC -09000
FILENAME: CCC09000 -01 -FI G7
DESIGNED BY: DLP
DRAWN BY: DLP
SCALE: 1 " = 40'
DATE: 01 -21 -2013
FIGURE 7

LEGii�END GENERAL NOTES ,
1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR 8. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. NOTIFY THE �/ / / / ! ✓ f
BORE HOLE = _ = = = DRIVEWAY CULVERT MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD / / / / / / / j / / / / j / J I I I ( I I I (I I I � ' \ ~ \ \
/ i \ \� \
gp STORM DRAIN NECESSITATE MODIFICATION TO THE PROPOSED DESIGN. / / / / / / / / / / / / j I I III ,0 /Ir \ \ *' - - ������ � \ \ 11
® SANITARY SEWER MANHOLE 2. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE / f %/ %� i f / / / j % 1 l 8 I I f / I l / ��l \ \ \ \
OU OVERHEAD UTILITY LINE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND 9. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE / / / % / f , / / / / / / / I I 1 / % J 11 / J l \ \ / r - \ \� " , \ \
Q SANITARY SEWER CLEANOUT REGULATIONS. OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, REPAIR IMMEDIATELY AS / / / / X / / / / 1 / ( l l \ .l t \ \ \�` \ \
wv UE UNDERGROUND ELECTRIC DIRECTED BY THE ENGINEER, TO THE OWNER'S SATISFACTION. / / / / f /f / / / f / / i / % / j 1 J l l' 1 / l l \ \ \ ri \�\ \
N WATER VALVE UT UNDERGROUND TELEPHONE 3. EXISTING SURVEY INFORMATION WAS TAKEN FROM AN UNRECORDED / / // /'- // / / / / ! I/ / J // / / / // 7 l l l l J J J I � l l ( \ \ \ ,�� - � � � e� � _ � �\ \ \ \ \ \
WATER METER SURVEY BY THE JOHN R. MCADAMS COMPANY, INC. TOPO IS A 10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, / / / / �' - ` / /// / / / / / / / (I I ( I I \ „� \ \ \ \ \ \ \
W WATER LINE COMBINATION OF FIELD SURVEY AND LIDAR. STATE AND OSHA REGULATIONS. [///// // / f / / f r / / // / / / // / / / / / ///I// � I 1 I I',' , -\ \\� � _ - ' � \ � �� _\ \ � \� \ \
6 FIRE HYDRANT 4. INSTALL TREE PROTECTION FENCING PRIOR TO BEGINNING CLEARING 11. ALL EXISTING VAULTS MANHOLES STORM DRAIN STRUCTURES CLEANOUTS ,/ / / / / i-' o-er / - - / / / / j / / / / / III I / \ ` ��` n \ \\ \ �`� ��
SS SANITARY SEWER LINE OPERATIONS. CALL CITY OF RALEIGH EROSION CONTROL INSPECTOR FOR > ' / / / // / / r / / / / / / / / / �% 11 I I I / \ \ 23 // (3/} \ \+\ \ V -� \
® TELEPHONE PEDESTAL ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH F[NISH-GRADE. (( ( / / / % / I r// / / / % / / / i I I 1 1 \ \ \ \� // \ \ \ �
G GAS LINE INSPECTION AND APPROVAL PRIOR TO BEGINNING CLEAR AND GRUBBING / / / �' / / / / j I / \ \
d TELEPHONE MANHOLE ACTIVITIES. 12. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO I I ( / ! / / / / %� fj f / -- ` - %r / j / f % / / / / j f /J / I I 1 I \ \\ -23Z
� / 'Ie \ / r �/
FO FIBER OPTIC PROVIDE A STRAIGHT AND UNIFORM JOINT FOR NEW PAVEMENT, SIDEWALK, OR ) ) / / / ( / ! / / f / / / / ( / ` \ 2 ,. / \ /
E1 ELECTRIC BOX 5 TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT, SIDEWALK, CURB AND / i f / / j 1 / %f r r / , / / / / / / f j I I \ \ - �,,,,/ � sp 7 , � a( 1
- X X FENCE LINE BUFFERS AND STREETSCAPES, THE CONTRACTOR SHALL CUT 2 -FT DEEP GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL / / / / l l l f / f / - r ' / / / / / / / / I I ''� zl I- �' \
* LIGHT POLE TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO // / / N i / / / / I e / / / // j / j / -I' - `- \ \ SSM v� \ \
'0� - - 100 YEAR FLOOD PLAIN THAN TEAR ROOTS. MATCH PRE -CONSTRUCTION CONDITIONS (WHETHER OR NOT SHOWN ON THE ' j / / / / / / / / / / --' ' ` / r / / / / R1 =230.7 6 ti
POWER POLE 1 / / / / / ,.' , / / / / / / / / / \� 1 ( \ \ 24
DRAWINGS TO BE REMOVED / / / t _ - - / � I IN= 21. C'a \ \
- - 50' NEUSE RIVER BUFFER g, TREE PROTECTION FENDING SHALL BE MAINTAINED ON THE SITE UNTIL ALL }` / / / / // / / / / j / / / (,(, / f/ / '� Oft owfte\ \ INV. UT=221. \\ \ �`
WijCURB INLET CATCH BASIN SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE / / / / / /// f f f - _ - ��` / / / / / \ ` �\
13. ALL DIMENSIONS AND GRADES SHO ON THE PLANS SHALL BE FIELD /
STORM DRAINAGE MANHOLE TREE LINE CERTIFICATE OF OCCUPANCY (C.O.) IS SCHEDULED. THE FENCING SHALL VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR / / ryh`` // � // / / // �i / f/� • / / / / / // .i ® -,� \_ \ \ \ \\ \
Tc - Tc TREE CONSERVATION AREA BE REMOVED PRIOR TO FINAL SITE )NSPECTiON FOR THE G.O. SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO / / / / I / / / / / // / / - / i �, / r // / k ,,- - - � \ \ \�\\
Q YARD INLET PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE f°�4 / / / / / / / / / / 1�8� Q r TERNII.TENT_STRFAM / / // / s\ %N \ �� EXISTING 4a C OF RALEIGH \ \
TP TP TREE PROTECTION FENCE 7. PRIOR TO DEMOLISHING EXISTING STRUCTURES MAKE AN INSPECTION FOR / / / / j l / /� l .� / / P \ 3 SANITARY S EASEME \\ \
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE !"/ / ! �, / / / / / !'�� /'� r / \ \ -
ANY HAZARDOUS MATERIALS. CONTACT ENGINEER IMMEDIATELY IF ANY ti / / / / / / / J l rf ---, r / �'--.� � j'` off\ \ \\-
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES / / / ! // / / / / / ,, (_ - -= - / 4 �p /- \\ ( /
- - LIMITS OF DISTURBANCE HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UTILITY SHOWN INCORRECTLY ON THESE PLANS #F SUCH NOTIFICATION HAS NOT / / / / / / / i / \� '� / r \� ,11>
SERVICES, FUEL TANKS AND SEPTIC SYSTEMS. ALL WORK TO BE - / / /// / // ! / / \ '01.4 --/ / \ \
BEEN GIVEN. / -, \ 1-1
PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND / / / / / / /////// %/ / //// / _„/ � \ \ / A- - � �' 3 \ 6
LOCAL REGULATIONS. / / \\ / i 1.1 2 � \ -7, ,
/ \ J \ \ t ' \ \ \ _ - \ / / / / d g / // }-t/ � / " l \
_ \ I � -\ \ \ \ \ \ \ _ -- ' �- ,- f / ,f / / / f /F / "' q,°` / / R(M�,2 9hff r // \ �` / - ' r f / I I / j/ f `-- \ - \ \ \ \
/ / ~ \ \ / \ � s --�" L \ \ \ \ \ \ / / / / / / / / /{N f/ �2 . / 11 / \ � , /j F I € j - �
\ L i \ -� - --' \\ \ \ \ \ \ \ ` _ / / / / / / /� f / // / / ) \ -1 a0 Y zzy \ \ I
\ \ - \ / / / / / / / // / / '� / // / // /f // f f / // / .11 ) I Pl1�IN \ `4,
-- \ / / \\\ \ \ \ \ \ l \ \ - / / / / / ! ®. C ' / ) ! � (TYP.} \ \ \ wry
/ //\ \ \ i 1 11\ \ \ \ \ \ \ } / \ - - ?,b / / // / �j / / \ - \ \ \ v
// / / � .\ / / / �F \
/ / / / / / / f / / / / / / / r�// / / // / r / ta� ! / / / // \ - \ ,od,e \ \ \ \s
,' \ /--� ~- '/ -�) \ SII} 1 i \\ \ \I � I I I E ~-� _ �_ -/ / / / f// /ry° / // / // // ( f `�, \ \ .�
\ \ / 1 I \ I I _ - - °� / / t r f / / / j " / / / f f O� � a
r \ / /f \ I I \ - -_ / / 1� / / / / �° // /i/ // / e / A r / /! � !`, - ! \ r- / 23� s \ \ \\ \ ti \\
/ -/ / \ J / \ I \ \ , \ --- --__ \ - / I / / / / / / Y 1 I � \ -.I �-� � � \ \ - \
/ r' � �. - f \ \. / � I I \ \\ \ \ > ~ -' -�°'` / / 1 / I l / / / / j j j // / � j � / �a f l ® \ � /I '� \ -,- -., \ \ _. � \ ,. '�
__/ / I I I \ i r \ \ o \ / ��� ` -- _ / / / / / 1 / I i / f // / / / / l ® � / o�/ s
/ / \ / ` I I I \ \ ( r \ - - -26Q- j / / / l / / / J III 1 l�/ / jr / / / j ( \ - _ -' IT l % #,� - �� V \ \ "., -
i \ `/ I I '-kms/ i f \ \ \ l \ 1 i \ \\ \ -� \ / j / f / / // I // ` // I / / \ (x/ •� ■�■ s
\ o �/ \ ` �/ I / / / / _ \ \ o \ '\ / \ \ \ / / j / j / 1 / I I J I 4 I ( \ \\� I0 --\ 'i - � a"a►- ' -
"_ \ j - (( \ - ® \ `"",�- 'i \ `,,, 234 = ' ` - s / \ \ � , or
--� I \ I \ / - \ \ \ \ \ \ -- - - - e / / / / / 1 I I E t 1 l I Ip I , - % \ ♦ • r►
\'_ F I I ` \ • r \ 23Yii \t s
I \ / X 1 / / / / \ \ \ \ \ \ \ 1 / /l / / / I - \ t I I Ex.19a LF 18 HDPE e \ ' ♦ % `*-= Zy% - \, \ \ \ v \ \
1 I - \ / 1 /►� / \ / I l \\ \ I \ \ \ _ - / / ///1 1/// IIfINI►II Il 1 II / -���-- ,,�''/ �\ ?. -�� \ \�® �� _� •♦
` / i k \ / 22o' -'f ' '' \�� \ SSM i'
/ _ / ! 1 1 \ - '/ 1 / ( l I I { I I 1 1 1 1 1 1 8 I / ; • !' - \ \ ,.
';C ` ' x / i /�/ / / 1 I ( I } I 1 \ \ / l / f / 1 ( I I I i I % / 4 �'� � I / %- � �. I \ \ \ ®®�. - \ _� %-
/ /' - - ) J I 1-1 -®� / / / / f I , I I I I 1 I I � \ \ / / 1 j j / / I 1 1 N { I I I ! 1 i *11
1 , ♦, / / -.� .. `\� \ �. -
> / --- f i I � I I1-' r • /- 1 I �f f // e ? - ��� \ '\ � N=2 9 0 /
I f j � I \ / - --P.14 / / / ✓ �'I 1 I i I 1 I � 1 I � \\ \ \ / > _ - - _ _.a._ � ) / / I I � I I I I ( ! I I I I I I 1 � (� / / ♦ / ��`� � � / // / ! � � � � � �_' \ \ - iN a7< 1
-1 \ \ / / / / I I I I 1 \ \ \ / / I I L L I ' I I I I I I'll �` I > s / -_ - - �. . , \ \ -m - ; 218.E
' / f / -- - -1 / / 1 \ 1 1 I I 1 1 I \ \ \ / / I I 1 III 1 I 1 f I I 1 I EX/ L - 18 �� , �, l / r / _ \ '`�. \ " ss
/ ( / - / I / 1 ( ! I I I I I I I f ♦ / / �- �� / / / 11r \\ \\ - ' c \ �\
� 1 I / \ \ \ � __; / / / / \ \ I I 1 ( ! / 1 \ / / / p 1 I I I I J ,f J �. / / / r, - \\ \� �`"'- F, \ 1
/1 ( \ �. �/ - / \ 1 I I I ( I / / \ i I 1 I I I I II Iff 1JJ / r / //� \ //. �`:` \\ \\ N"� ��
I / t \ \ \ \ \ / -- --- / e \/ I / I I / l l l / i \ NII I I % /•` / - // `�/ // / _ \\` � } - -°
-
11 tt\\ �/ / / 1 I I J l 11 I I 1 I I I I I f I(/ I ( / I%� // // - f oz
Ie / \ ` \ \ _ / I I / / / / / \, / I l I I 1 l l l l i l l \\ I / 1 / / ® j/// Y\� I / / f . ��\ \ -� ,\�� Ns 1
\ \ \ \ \ _ � - - - Y - - � / / I I I I I / / I N / / 1 I 1 \ 1 ! i 1 I / ♦ I j // / - EXIS`TIN el OF- EI \ i " `,(�,
I /°f / / f 1 -sANrr s E \ �\ \ \ - E 1 \
\ \ - I I / / %� \ I �Irr I \� j / I \ \ \
/ \ t \\\\\ ��___- _ ��f / ,' i I 1 I I / 1 \� f I i I 1 I \ \ \ \ i11 I / l / // / /e / ) j _ , ��\" _� `i\\ 1�i o
\ \ _ - / 1 I I I 1 / I I I I ry I ? \�\ / . / / // ', / ., ,� f ,- - t 1 \\ \\ \ \ 1 1
�( \\ \ \ \ \ \ \; --- -11 I---
( ,' / / / / ( l / / 1 / 1 t I I I 1 I / J 1 0 \ \((f 1' r \ ♦ // ,/ / // ® \ z 1
\ \ \ - ti / ! / / I I l I \ \ \\` / // // /i / �/(/� _ ♦ \ ~\ \_\ toy /1
\ \ \ \ \ / I I I I / / / / \\ \ / 1 z2 i / / 1 / i - - \ \ -- `\ �\ \
_ I 1 1 / / s' / l I \ 1 I ! N I I I 1 I I' o / i / �-- 22- \ I \\ \\ \� 1\ ,, �y
\ \ \ \ \ / \ \ I ` / / 1 / / , l / l \ 1 i N ( I 1 / / // l I / ,• j/ //i'�// �l I I I / - -/� \`^�` � ,��_ *' ~- ��
\ \ \ _ _ _ / \ / , / / / I I I I ! r l f �1 l l t� e r -i / / / I I I I r \\ \� �� -v \ \
1--- \ / a /
�� Y r w,
I- - -
- -
( \ - - -I _ I \ �� / / r z / / / /.- ____.-- / / // f/ / / / J / f I j// / :, ` \ � / / /,Ih
r / !/�41, / I f / /I itLi / �® \ % "_= _� �..:: _ \\
\ I / / / ,-1 2�� / / / l / ! j / / / / / / /j = f r / r �' , _%- �\\ � � \:
- _ _ _ - \ \ , / ! f l l l 1 l -' \ \- l l l l J l l l J J l / $/ / / �, j 1 / / / / / / - ..-
\�
\ ---\ \ \ \ I , / �, i/ / / / l / / / .-� \ j l / l I 111 // /�// �, B R E _ ^�®,,� ,'It k" �y`�'--/� r n
--- \� \ \ \ J 1 / e / i �� / j �/ / J f / l l l l) ! l / / f / P aF IS ( _( ®�� `� \ ,.
3-'' _- / / / / / / 1 I l i . , \ \ / / / 1 / / 1 / 111/� ,,�' / / / / ee / /� / / I �•. _ \\
\ ` --- __ ,` i \ \ \ \ \ I / I l r / / ,__ ,; I / '_ - � ,,- /f / / / / 1 f / I I 1 � � \ \ / ; /// / / / /f ' / j � ///i� / I I 1 / /. I / / j / / /� / � � � / / j 1 � I ' I I I j f \ ^- .,, ` / � _ � , � 1 \\ \�
\ i / / I 1 \ / // /j{� / / /. / a / Jl I 1 EAR I �I 1
\ - \ \ \ / / e / / / / 1 /j \ / /// / //1 I , ,�\ \ i
/ , i (v I J l / / - ,- 1 / - - / �/ -' / f / // i/ l f / • I ® / /i� // / / / I (T d / / FLo q wbY 1
\ \ \ \ l / , % / "" / f / 1 / / \ \ � - '/ / / / / r / j/// /l . / / i /i / / /® / I ; \ / / ��,,
l I ` - __,` � \ '\ \ \I l l / / e f / % / .,, I k / 1 \ Z
/ / / f i,- ,� / J
\ \ \ \ \\ _ ` - / / '�' / / / 1-1 ' / �, -` , / / / / / / , \ - / / / f/ // / --- j//j (l l l r '� / / µ, , / i \ \ I / / ♦ �^ '� 'a •
/ \ \ \ / / / / / / / �/ / \ \\ �/ /i//i/ /i1 (/ I f / 11 1 / / //% ! / ® r t (11l 1 / I / I ®`� l
/ ) / / / / " '3'` s
If
\ \ \ \ \ \ \ (\ � / / / / / f / / / / / / /\ - / - �! t/ ��� / l l / J ( I o ,i ,, o 7/�, • / -
\ \ \ \ /r f z / / / / r/ \\ ,\` - ''`'e / �l(/ "',/�' / i / / //� ` `°j / % Off' '� /f s ^�
r \ \ / / / / / / ,/ / 1 1 z4 / /i l r/ / / 1 / I % / / }<> �` �, / �,. \mm w I ( 1 �4 a • / / ./ I
/ \ \ \\ \ -- / // ,-� ---'r . / / / / / /1 / 1 \ 2 - / (r_ / // / j \ I / /a ,, /M '0- ®f® / '� I i '� /
\ \ - --- - / f 1 _ % / I / / i // /1 I ¢ t 1 t , t
-i f \ \ \\ ___ - // ' 'f . ` r' �- / / / / //f /// i l ~��,_` _ / ;Jl /�1 \/ / / j/ / /� / 14 /�%//�, /; / �// ,/ // I JI jj \�1 1 /1//1 % '�� Y
/ / / ,\ / / / / �,,/ -r- r
/ \ \ \\ \ \ - - _ _ _ / - 25 / / j / l / 1 / I 1 EaFy MH / / f j / l / / �// /' Y / w� f / \ y -- I� �l I 1 C
l s / - / ,.�- \ \ \ \ `� - \ f? �_ \ /,i� / r - \ ` / l/ � / / l f F f 1 / I -� : - . I iN=2 �/ 1 ♦ 'l or �' // lI -/ `♦' - j/ \
.-- \\ \ \ \\ - - - �� / / / f j `� ' (f / / / / / / f \ 239- ',t X23', / �� , 1 /� j �// / / / // j y�' 1/ \ / `�" 11
r
'� _. /.- \ \ \ � \\ \ \ \ \ - - /11 / /r \ / / - \\ / / / ♦ 1 j �`'1111-1111h/ / � �1' \ / / ,_ _, .-1
--- \ \ \ \ - - _ _�' / / e / / / r--::7 - i '�V f//' r„ / / // i / if / � / J / a f /
\ \ \ 11 1-1
\ \ _. - - - - _ r r i r/ / - , -- / -I- I / j / f /! / -- \ I ,` \
\ t � \ \ •� \_----- - ✓ __, / \ /f / //// // / / f, \ // - , /,O -_/ / j // �/ / __/ ( I , \/ !� \ ``
/ \� --- e�,,, / / / / / j ? - X32- _. i /" ♦ % l / / l I / ,' -\
/ \ \ \ \.--- /' - - / \ 1-1/ / / / / / / \\ ) / {�((- /r�/ \/ / */ / _ / / /�/I�■■■ ra■■■a■■
_ / / % �\ \ \ \ _ , \ 250 / / / % / / / \\�\ 6'` ® / "'" / !� r \ \ % / / ♦ \e / \ I / f ,>►'� _
/ / \ \ \ ", I',, - J.... _ - - ,,r l \ \ / " / / / / / /' r / / "I - 4 �F i -% /_11/ I / / / � � ` z`T -'\ � � - /
/ �- o� \ - '� ---�. - __,,,-
/ --- ,_-.. \ / s' / j// / / / /% z/ /f -�'� I 1 I ' '' �` � Jss !Zti$ �®a, / N / ♦ / i, �/ / W/ / ` 7 \ \ '_ _ / ®� \ I /` j/ i - \\
/ \ \ \� - - --- /\\ \ �r - / / / / / / � //! I I L vo / / : `` =' -I / /` .` \ / - '� / - - \ '\ \/ / • \
- Ex15T1+�IG �4_.-CEA'-6F RALEIGH _ \ \ / / / "3 / / / �D / % _ _ / ♦ ` / ♦/ / / / - - ' - 1 \ \ / / r �\
/ \ \ - _ SANFfARY �1ulENT _ - \\ � 1 // / / / / / / / / - � / i .' ( / - / / e /� i - - - ' \ / / / r/ / \
\ _ _ 4`s --' ; \ - � / / / i \ // I ( I I f i' � -T ,--'__ ri "� e \ \ 1 /1 \ / / t ' \ ` \
/ _� \_ 2- - -- - - - :_--_�--_ \\ - - s / / - L - / --- % / / / / / ` " "® / ✓` / ( lIzz-_ I : I j f ♦� / / -f--- �/ j j s _ -- / - - \ \ \ / < I e ( jw \ \
_ _- -
__-, /
- _ /® \ \
\ - -�� - ;- 8 BAR __-- e�-_ ��I - -- //��/ / / / / / q / ,I I 1 ♦ /1j% �\ , `I ff/ j �` / / �-�_---% /% // /- - \�� �/� ! \ \ " \�\\ l
06 PLAIN - - - - / / r / / ♦ \�� / /♦ / / _ - - ` ' \ ) / i
_ _ _ _ EX. -§ -- 4a _ - - e ( r e/ ( !♦ e N / ,•- s -_ `/ / \
-- ' \ ` -234 - _ \ - - l \ RIM=235. / s�i ! 5s / / `♦ %/ / ♦ / f _ / \ �C J / \
- - _ - \ RlM 3 .5 - - - - \� INV. IN=226-2' / .moi / „ \ / \ ♦ / T, j/ / r , r 4#1/ / / /! / i J �� \ \ \ \ \ / /
- _ INV. -22`T. / e - j / 'o < :'. i ♦- / f , _ _ /�- `\ \ \ -- l \ k l \
/
W. =21J > �� - _ - - - - _ i \ ; INV. ouT22s.1 / / 1 / I / 60 or �/ f _ \ i \ \ \ / { \■I I / \
Ti / ti Ono ---- `� t /� / / / / /(//�% / n % /i/i,� //!/ // \ < \ /I l J // )2 I \ \
�.� \, _._.-- % / I / - ti, '"� it a - \ \ \ f•' .�' / / / �/ / �,/ / J� �... "' I `� / / l j 1 / `' / / , . , / / f / ! / /. % ....-^' �' f �,,, '^ ` = _ - „� ,,� \ \ \ \ I ! l J ( t J
-- - - -y \ \\ 1 / 9 2 / �� l �C C 1, /j fr / /,,, - -1 \ l \ ( I' I,I I //
- __ - . '..�. / i r ft ,�` , \ , O 1 . f- / �' i ,% V-. / / ,�92 .,1 \ \\�... .; ,� : ii , ,, ,''/ ' , ,'- .� - O, \ � i f ; � \ .�
' �' / /
/ -234_ -E -� r /- ♦/ \ \�� Il I- f/ f e- / /e/- �- \ \\/\\ � I I() 1 I 1 % / /
r �^ - - ////- -- /- \ \ \ I S / j
a� / } /J / ! e% `, � r /� f l: - i// �//// / / /` �- \ \
\ 235 '�- \ \ �- -' % r i, / �2, -� ♦ e / / / ,-
N%
r-----/--------\ \ \ \ p p t�' C
-'! / ® T 3 \\ \ \ ?hz' 1.1/ r e - / r / ♦ / r r ` '// - / ` / / j- '/ - \ _ \ ` \ / \ /�l �1[ t`QIV EL. 3�2®� �O..J OOt1
� / /'l t /i/ / �f \ •
/ / - \ \
./\ � - - / • ®' o. ® a a as \ 2S� / i "`� % (� / /` / f f \\ =- _ / %/ �/ � 0, . - s r y --- 1 ` / / / /// �/ , " - \ \ ��- � \ \
-, \r 7
/ e ♦ ♦ / * /���. - \ ...� L �. \ _ 1 / e� .� - / %% /WET NDS NOTES
�s, s. r • F y. C> /� °0 ® �^rC �, a / / _`� �.� �• il` .�... a /.\ / / ^""""�a.'." ,,,.e t �- w ^ ,.:� % % f/ / '/`;.-'''� ..._ l /� /! / \
'f { '��^0.\ �,� / �%. \ 'o°� "�,� +/'�.. •--y • r'i ®■ i ■ ■ �'� ■ #j, # ■ S a { .�- -� ..-ai s3�, ,ra �a ? / /.'" ,,,.. / �. % f -! / �/' '`� \
\'r , w Z z ,.,, -- \cV Q-� / - / \ \ r- _ -� - k; r/f//-/ r ,r ,,, r / / / \ 1. NCDWQ ON-S{TE PRE -APPLICATION f NEUSE BUFFER DETERMINATION
�% _
'qi
,� - 100 Y - - t L ' �� / r ` / / \ \ MEETING CONDUCTED WITH MR. IAN McMiLLAN HELD ON 04/21/2010.
/ ' - - ` '_ / / / �' , / / ` ' / / \ \ \/ 2. NCDWQ PRE -APPLICATION FOLLOW-UP MEETING HELD ON 08/02/2010 TO
_ / �.~ s 4 i 'S ° } is ./" ree l �✓ / ,'� - "� y .� / f -."''� / / / / /'
IM, Io / - - .. \ / L M . r _\ - -- - - /� / -, % ( _ l' - - _ \ DISCUSS POND PROJECT AS CURRENTLY PROPOSED.
- - f „G a ` / I'7 I >i _./ ./' J �;.� i ,ns ,' J x 7; ::_:' ..}.:..: 11 L __ / r/ / / % \
;, _ / r -
<..? t ,..,.._ I ! '_' -:: �. ,,., ' ",4a+ t 1.1e n ;,....:, 'fir.. ,'� \ _. \ i' / Li /f .i-' -'' f '- __- ...• --' '� -'/ /
�\
J £ � _'; / /
s .., . ( I%,s . .:,r.. ., \ - ♦ _ / / r / , - - - \ \ 3. USAGE HAS BEEN ENGAGED ON THE SCOPE OF THE PROPOSED PROJECT
+ ;,.:.-�. ...__. "`..1 / ,- .a••-.,.. ..,tw,,-,:.n .mss _...�_., ,.,--+ t' i._.:;,d -r." ..:,._.. / ,��`^�,. .- -��► /� / /tt7 ./ �- .,i-�' / _
a `L� l / . :y.. - �' / / , \ AND PROPOSED IMPACTS. HOWEVER THEY HAVE DEFERRED TO NCDWQ
ar> /{
1 i -' / T`` / / / / / - - - - - f AND OUR BEST PROFESSIONAL JUDGMENT ON PRELIMINARY APPROVAL OF
�%-� ® Na, - i \ \ / - \ _� 'I�" / / i , - / / - - - - - �/ \ \tl'~�. JURISDICTIONAL STREAM IMPACTS.
! J ` � W i3+ / , ,<_.. \\ / _ //f r \ \ / / f �/ /�%/.� / / / / r'� / / / i J eel
/ , _ ,.., ��, : ' . vr,. "- \ / \ - '`'/''• .-- "- ....-- _ -� ', s" l o � % //' .i / / / / "'z �'­_ '� 1 / '' \ l \ \
`■ * ■ s 4. • • \ p _ j-,,�� _ _ l / / / ��,,.,� _.' , , _- -l♦ _ /Z// �.j - / / / / / /' f / ✓ / -` � ' ) 4. STREAM "A" - 1,480 LF WITHIN PROJECT AREA
's a / i \ _ - '� ®- .�,r '� / / / '� t \ STREAM °B" - 58 LF WITHIN PROJECT AREA 4
�, ®` • • \\'°' /moi - a / 1f / _.� , .%.: _-\ \ - - % ( ® - I / S j / s / / i j 1 \ r \ I 4}
♦ ♦ \ a� - Qp \ ■ j , / i - \�5= - - _ / / / / f / , - - - - _ \ � THERE ARE NO JURISDICTIONAL WETLANDS WITHIN THE PROJECT AREA. v
- 1 - - I� 1 ®�� c _ / �11 \ \ ♦ / / /1'"- .a �, -_ , :: ■ a�� �� a -w a I - / - - - i / / / , , _ - -
J 0 • r■ : ■;,f - - ` \ \ -��/ i - -_ _ _ - - / / / / / `j GRAPHIC SCALE
/ �\ �� %( \ "`t av \ \ � � �" � / � _ � / \� a► +c - � -."'�„ = _ - ✓ % / /� / / r'/ / ,- .- / ' /� / / % e / / ✓ - - _ l - � .,
\ ` - I - _ _ - `- J �� "� �/ / - _ / / /*/►', � , ,,, _.►_� _ - - -- ---,- - ` ':__ __ i -- ' / / / e / / / / / ! / / - __ - - _ \ / \ 4Q 0 20 4I 8I
// / - 101 l � �1 o � i / s' -o �-_ \ - - Vii- � � � ! .. - - � -- -- r i /�i '_ / f / / / � / f / , / ./` / / - \ \6m ow m 1
400
v
t ` `._-- IIIIIIIIIIIIIIIIIIIIIIIIIII
--� /� / 1 / -- s-��_ - \� _ - ='! 4 y , = _ _ i_'� % _ '� _ - - - - - - - - = � T- -�- --_� :%%� i - i s / _ ' ,,- / e 1-1 / / / - - - _ - ! \ \ 1 inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
c E
W w
■ � �' cit
L. g z
U
Q W 0
[� ' p
o L4z
� m W �cm
• �z g
02 oS.
0
}a
PIIi 0;
I w V j
C � 4z8
w� ■ 1
h 4 9
0 o W ";a
o m
;� � m
C:,
>
� c� R e;
04
N ��
o
S
"m W
m
z O
0
co 2
5 W
a a
m cxm
w
`�"!
U o
� E-4 r-
r-
=
NQr-z
Z��a
QU)O�
Upas"
�Qx
ol.a
z
I -a E''
00 0
W �
� I
Z U =
0
m
"
104
u w
z
Q t1�
P
' O
a
;z) Q
0 0
Wf'0
W �-r
z ::)
imm-4 M
Q
Vf
PROJECT No. CCC_ 09000
FILENAME: CCC09000-XC2
DESIGNED BY: DLP
DRAWN BY: DLP
SCALE: 1 " = 40'
DATE: 07-27-2011
FIGURE 31
McADAMS:

I 1111111 III
GRADING NOTES GRADING LEGEND _
l / / f ,,P /! / // f // f / J / /f /� /, / - ' 23� \ \ �\ � \ 1 \\¢ '� \� \ ,�
PLANS DEPICTS THE LOCATION OF THE / / / / / / / / J / // / / J / f ( / 6 \ ��� \ - \ �\ \
1. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PL FLARED END SECTION FES STORM DRAINAGE / / , e` 1 J / / f / / / / / / V ``� \ - - \ \ \
FRONT FACE OF THE RETAINING WALL AT THE BOTTOM OF WALL t ) / e / / , x ,, y� f'° \ 4. /, ." o� �\ \ \ \ \ " \ \\ \
I 1, STORM SERVICE LINE. 8" HDPE / / / / / / / / / / / f / / / / \ r ! / \\ \ \� \
TO BE DESIGN -BUILD PROJECTS BY THE CONTRACTOR. IT SHALL BE ,. -, 01.0% MIN. SLOPE UNLESS / `'/ ! / / / /// / / / / // / f / f `"__° t
2. RETAINING WALLS ARE t) / / / / \ \ / \ \ \ \ \
' CONSTRUCTION DRAWINGS FROM A t }
ENDwALL Ew .r e° / /, / / f / / ' I \ 5,p �i r/ j / \\ \ \ \ \ __\ \ \ \
THE CONTRACTORS RESPONSIBILITY TO OBTAIN FINAL CONSTRU OTHERWISE NOTED. DRAINS � ,,.l / / / / i / ,.� / J l 7.'5 / : ' \ \
REGISTERED ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION SHALL BE DIP WHEN COVER IS i' ,- / / / / ///-// / r / i t z
OF THE RETAINING WALLS, CATCH BASIN (CB) LESS THAN 12 INCHES. I / � / / / ' , 3f / � I \ i � \ \ _\ \ \ \ \ \
r I l r / /,/ /� // / {r I ° \ \ \� \� \ \
3. RETAINING WALLS SHALL BE ASSUMED TO BE BACKFiLLED WITH OFF -SITE BORROW MATERIAL OR T (DI) , f / / / / / / / / / / / r '' / / / i I I I \ - �O/ - .�l, J� °' n \ \ \ \ \, -
PROCESSED FILL UNLESS CONTRACTOR CAN PROVIDE OWNER WITH CONFIRMATION FROM THE DROP fNLE ( ) -TP TP TP ®. E PROTECTION / } e _' \ � l / / / / / / / / / / i I 3f > `
WALL DESIGNER THAT READILY AVAILABLE l / '�, i � / / r ,/ qy / � j � 23 \� ,,� 6 � � \ \� L ^.- --t >
GEOTECHNiCAL ENGINEER AND THE RETAINING STORM SERVICE INLET (YI} � t / / / / J I I CP / \ /
LD LD LIMITS of DISTURBANCE / it 11 1 1 // / r / // / j J/ �/ ! I I 4 I _2R ° \� / rl
ON -SITE SOILS CAN BE USED. 1 /
4. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED ® STORM SERVICE ROOF -DRAIN WOODED AREA / / . \ / / r f / ) / / , I / ` / / / is /P / \ '� -- �\
GRADE ELEVATIONS ONLY, THE EXTENT THAT THE RETAINING WALL WILL BE EXTENDED BELOW 1 / / / // / / / / / J / ,b / / / / / / / / I , � \ �
GRADE TO THE FOOTING SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION 250 / N / / j/ '� // I \ �` , � \\ \
10' CONTOUR � /- / , // /// / / / / / r / ( �,_ Ilk
DRAWINGS. STORM MANHOLE (JB} 1 ' / // I / / / / / / 1 _ \ \ Z \ \\\ \�40
252 ,/ /� / / / / , / / I , / i / / / / // SSMH �, \ , +
A SAFETY FENCE:` SEE DETAIL. 2' CONTOUR / ,� f/ / /JJ / I / l J/ J / / // / B \ \ \
5. ALL RETAINING WALLS OVER 30" HIGH SHALL HAVE
/ l// / /
%-. DRAINAGE FLOW ARROW - - - - -- 250 - - - - -- EXISTING 10' CONTOUR ' ° � i ' /� j // // / / � 1 / / � / / ) \ \\
6. ALL WALLS OVER 5' TALL WILL REQUIRE A BUILDING PERMIT. - - - - - -- 252_ - - - -- EXISTING 2' CONTOUR = � -/ /,//// / / % ./ ..^ J /' '/! `k /, 7� \\ \ \\ \ \\
� LINE BREAK SYMBOL / 1, '// / / / / / / / % \ \\
7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE EASEMENT LINE ,7 /� r` // // / / / / / / / / �=_/ r / // \ \ 23 - � \ \ \\ ,l
R PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY " !// / / / i ( f.'
CONTRACTO 250.50 � ` ,�.,, , .''�/ / � '- =�-' / �' / \\ `�' ,�' }j \ \� �
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR 250,00 TOP &BOTTOM CURB ELEVATIONS \ \ \ \ `\ \ , it "I, j / � �/ / / // / � � // ti� / / 1 (l �� � _ � // � � \ \� \ \ ( /
GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK \ \ - fi,, / / � \ -� l \ /
INS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH \ \ ~ \ - .� ,.% �/ �' / / / / / / f / / / \ \ .I r \ \ \ \ \ \
DONE DUE TO DIMENSIONS TW= 223,00 -TOP' OF WALL ELEVATION \\\
NOTIFICATION HAS NOT BEEN GIVEN. BW= 213.00 - BOTTOM OF WALL ELEVATION ` \ \ \ - - _ \ � -_ I / 11 STRUCTURES PIPING, (NOTE: BOTTOM OF WALL IS GROUND ;ti,, . \ \ -_ `' \ ,,- , - f„ / i / / ham' / / h� - \ ( 1
SHALL BE AWARE THAT ITEMS SUCH AS STORM DRAINAGE , -_ _, / / / J / / / / O
8. CONTRACTOR �, .�` r / / tr � \ ",. '���`�'°9 �.. /
GUARDRAILS, ETC. MAY BE WITHIN WALL GEO -GRID TIE-BACKS. ELEVATION NOT WALL FOUNDATION) - a \ \ -
\ \;�- \\ �i �, °/// rf // / // / //� %f /f /i / j� / �p • REM 2 �°����' - \ \\
,
9. CONTRACTOR SHALL INSTALL SPILLING CURB AND GUTTER SECTION IN ALL LOCATIONS WHERE + 250.60 SPOT ELEVATION \ \ \ - ' / , / / / / / / / / / / ' / , 2
- WAY FROM THE CURB AND \ \ � � .l / / ,� / / / / / / / / ! / �--- - - -- \ \ \ \
PARKING LOT` AND DRIVE AISLE GRADES ARE DIRECTING RUN OFF A - .__,, / / /
\ \ \ ._._ � - _ - - ,- ,' / / % / / / / / / / / / / / / / M / ' IMPACT AREA 2 _ - - -2 \ \ \ \ \ \
GUTTER.
�..._ ---- ,l / / /
- -� \ / / / f / / j / \& E �' \ \ \ \
\ \ - / / / / r/ / / / / / / I L`� \\ \ \ \ c
__ -- -- -
1 l 1 i 1 \ i 5 i I -z- __ �, r / � / / / / J ��/ / J /j / H 3 i !-\ 1 \ - -® \ `\
y �'
/ ° \ i / ,� 1 I I i I � \ 1 I { \ \ /' / l / / /J �/ % - / / MISER s �. \ 1 \ s \ � I 1,
/ / \ / / \ _ /`_J / \ \ , / , III \ \ \ �� \ \ \ \ > / ` 1- - , e� / / f / / / 1 / l 1/ // / / // // / j / / l ra \ ■I \1 - \ - _ -
/ z__ �__/ / 1 \ "f/ I I I I / l \ \ \ \ \ f / 1 � �' ` _ / / / J f j / / �/ J / / / / /( YtJs \ \�
/ / \ / { e { \ 260- / f \. \ \ -- -
I
_ / / \/ / �/ as to i E . IMPACT AREA® \ _ \\ \
1 1 i \ {i ` f`/ l / - \ \ \ \ � \ ) \ / / / / / //I ,\ l i i -� - �� ®, \ \ /\ -
I \ \ \ \ / / o I \ \`%\ \
/ - ° - / / 1 / / / / \ .A- i I \ \ - I I I 1 t / . * 2a`-'. - " \ \® � \ \ --� "� ♦
/ / 1
/ \ � / / f / J/ / / i 1 I i i 1 i \ \ r l / I I I I i �i l I I I i , f� .. - - \ \ ® / " /
I i - ,,_-, /// i ► I i I i I i` \\ / / i I i` i °, I, y 1 ♦� -� \
\�� \\
- 1 / / � / °� ` / / f / - -� I I i I I 1 \ \ 1 ' - - - - _ J I I I i i I I f / - - � - , �.\ SSW - ,
/ / / ! I � ��/ / / i I i i ` ` _1 \ t/ - / i I I I I i I f i I I /� - f /� \ \\ ~ \ \\ Ex.f p
\ _ _
-- \ / / J / --� I I I \ 1 \ ` ( 1 i I I // / l /� -� \ \\ ` \ n . ss
/� / / ( r - - - - - / / / / \ I I I i I / � 1 \ \ i l 1 I I 1 I I I I / / / P �'° ---. \ 2 t o I
", "' I { \ / f f \ , \ I i I I / .:. ,, \ ,- - I 1 I I I I I i I I I �. / . / // ,� / \� - / ! \ � �; ` 1 `�- - _7`
/ I / { ` \ \ \ i ____ / / / \ l % J A I I I l r I l l I i I g / II Y. � / / / ` ' / - \� - -� i
/ 1 / \ \ \ / f i i / l / \ l I I is / i tiry / .' / ► -� ;
r r / EXISFIN CI �01� I \ 2 '"`�
/ \ \ \ \ \ �• �/ - --
- � � / / 1 I I f / - l 1 ' 1 1 / 1 f / / /1 i \1 1,= lr S�"WER E T \ \� \ '
\ \ \ \ \ ___ \ J 1 1 ) / / \ I 1 I I 1 1 ( 1; / ti / ' /�1 !� \ 1 \ \� \\ Ion
t
j \ \ \ \ \ \ -- ", -�� / / r j 1 1 / 1 / / // //� / , I 11 - \�` �\\\
\ \ \ \ \ \ I / r 1f ? / I .11 l I / 1 1C� i j I I / / / \ \\ / / / /oj I �� ; - - , \ •
[' \ \ \ - 1 i ! 1 / : / N 1 / i I \ / 24 % f r / i �,'/ i ( - - \ ®`\ Lam-- - � ,� .
\ - I I ' / / / f 1 / l l \\ \ / \ i I N I '� / / % r / rO/i /,, / I 230 4 \ » 4 \
\\ \ / -\ \ \ / \ // / / / / / / 1 C I \\
\ \ � - --f '\ I \ / f / i / l_/ 1 I I / / / / / / / -/ / // / / l ! r-� 'C \\ \\\ -
\ \ \ \ \ \ - I I \ ✓ / % / / / / / LIMITS OF DISTURBANCE- // / / .� / / / ,f.: / / / l i I / \ \ -- ��* - _,�e\�- -_ ^- -
/ \' \ f / l l l / if / / �-- / I - - � , - -z�� Q
} \ I / �1d / / / / / / \ / / ` 1 ® / / /, f // !l // l I \y` - _ �- - - - _� \\\-\ ,r
I _-
- - --
\. - - 1 \ \ I I ,/ .� / / r / /� i l 1 / l / l l r ;,,: " / \j \ °�- --- 2 0 t 1. , /.. I / / i l / / / / *. / / / /�. /i i.. / / B R A K- . _ - . N � � -� \ =-/ \ \ 1. - - - - __ \ ` \ \ I r / ��f ' � / / / l / / / / ,_ 1\ \ / / - // . ♦ / ./ /� // \ _ / / I i ®� � /' = � - ­­ � \ -_ �i �. ` - \.,.:
- _ - \ ` \ \ I , / / / / -1 / / / / / / / ( \ \ f 25 / l % r �i / ,�1 / ii °/ `" , 1 ` / / / �/ 7 i' , - -- -_-_ \ / f \\ \1 \ \\
� \ _ \ \ \ \ \ \ I r / / / / / / / / / / / I I \ - -- / / /f // /€ // /. / /,/ // . 1 £I, / J J / / �1 y I i I ll \ L N- �t
_ � \ ` ') 1 / / % 1 t { \ / • I /, /j a / / / J / / / / ' O 14EAR / \ \
-- \ \ \ \ \I / I / i / / i / ! / / I I \ \ \ f f / / / /// , !'' / f /. f / /1 l /J` I t T 1 r �� FLOW wkY� \
- \ \ \ \ \\ % I / / /f / i / / 1 % / ! \\ / �' // / ' / / f I /l /° /`.F � E /f f // , i � / \ (TYFk) / / / , �N -. ./. L
11 I I \ - -� \ / / / / \ � -T / / // j /� / / l / 11
\ \ \ \ _ \ ---- l 1 / / l /i /! -- / / / f t O / / / i i 1 f 1 I/ /
- \ / ✓ 260 % / - / / / / i { ♦ a ..
\ \ \ ` \ \ \ .®_-\ / / j j -1 / / / / \ \ -250 / / ♦ / � / / t I I I I I // /` •/
� � \ \ \ \ \ \- \ / / / ,% / // // ,,, / i / f � // \ \ / ♦ / / / r / j
i ® /\ s■
_ a ■a ■■ ■' / , - """ ll'ilil�l IF / , "', 0 0 7�, .I- I )
- \ \ \ \ - \" \ \ "i / / / / / / f / / \ ` / / / / / /� I I l t `A ,-/
' ` \ \ - \ r 1- ,e'' 1.1 / '' / / / / / l \ - -24s_ - r / // / / / / / / / � �* .- / `1 • I � � � ` r,. '� - = 218.41
r - \ \ \ - - - s , , ' - r / / / / / 1 / / / y \ / //� / / - / ` > .r /,/ ./r. - , INV. our
/ \ \ \ ` � - - _ _' �`/ `'l r''- o r , ' / / / / / ~ z �3 1 r / i ////, / ; .. � _ 4 �, / ) I
/ / \ \ \ / - / / / / % \ i / /j a i \ / �° R M 230.00
` ` 1 ` / INV. IN =219.70 (JB -3)
\ - I I r ` f ENT OF/ 1 A
- --� / / I° . / I INV. OUT= 219.60
- e / / - \ \ - / r 25�- / i l l / { a \ I
/ / \ \� \ \ / - - - / / / t / I i l / / i I � -240-` / SS it / // SEW M y�/ wIr \ vi X � i
/ - ,--- - - \ \ \ \ \ _ _ `_ __ / e� - / 1- / / - i I / / l r \ - -- _/ / - // I/ M O ONSMU I / - _ / \ - \
/ JB -3
- a --' ,,, - \ / / / t l / \ -- S � Q / _w_
1 l RIM = 230.00
/ \ \ - - \ { / - -\ ,� / '` ° ° i / / / / \ z38 ----- - --- ' _ / _ S / ' / - EY" N,E Lei KSIDJE (TY / � \ /f J \ N INV. IN= 220.05 (JB -4}
/ i \ \\ / ! / l /, i / // \
\ \ - - - _ \ / / / / / / / / / / i / / / 6 �` `°� 32 ��/ / / /.+/ / ' i / I / INV. OUT = 219.95 1-1 ol
/ \ - \ / / / / / / /* / R / /// / - -
\ `� _ - / .- / „� / / " � / / t / ) / / / ♦ H I l� // `/ \ / INV. IN= 220.88 (JB 5)
\ _ - r / / / / f// / \ -'' -' RiM =230.oa
r/ ' \ \ \ \ \ \ \ \ - - - - - = ..-- ' r -1 --- / x / / / / / %' i / / / \_ ' - r � / / /. J `/% �/ / / ®// / � ! -� INV, OUT = 220.78
- - - l - .� / / / r / �' 232 - \ / f { / f /� { ° I I /
RIM = 231.00
- / � \ / / °' \ -, I °r I/ / C\ �t° '� /, ♦� �l \ / f / s INV. IN= 222.35 (JB -6)
/ / ___ i % , �2�,0 / / / / �/ f / / r � - f \\ I �- ,r \ \,\ \ \ - / / INV. OUT= 225.25 _��7 \
\ / 1 /° ,� ♦� RIM= 230.00
\ \ ~ - / \ / / / / / / /� //� ( I �i t / / ~R ~`.,.' -� / ®/ / \ ° / j - - / r ° - - \ \ 1 / INV. IN= 222.97 JB -7) [ N __ / / \ \ \ \ _ \ \ '� / / /'f / / / / �/ / 1 / i / / / ?` i l / f - - - \ - INV. oUr =222s
- , \ \ 'I - - - \ _'- - / / / / J / r / I -- °� ` � / / l 111 t J ® // I I L__ - - / / --- -- \ \ I '� - ' V /y °/ INV. IN= 225.50 (RISER -7)
/ ^ \ \ _ _ __ - - I / - / / ,o ° !i / ryti $ v / ®� , - - ° - ®/ f RNV OUT 223.91
/` �i / / 1 / / `I (l
/ \ - - _ / / e2 / / � / ♦ % / / _ ° - \ / / \ RISER -7
-- / / - - - - - - - - - - - - _\ \ I / / 1 ` r / / / °tip° ; I j /ti / / IMPACT AREAS ( J / / ® / / /- - - / % / f ■j r ` T/R= 230.5a
/ \ ` - _ - - - - - \\ \ j / � , � / / / % / - , 99 $x" (/ _ % _ - / /' \ \ �'1 \ / / J / ( \ INV. oUT= 225.75
--- ., \�` - -_ _ °- - -_ °" \ \\ - / ; \ " �° / I/ / / .," / �) 3 1- 1 = I ,,." 1 //' ®' / / --- /i r/ �,� - °\ \\ `/ ( < < 1 ( ■I \ ` EW -8
- ' /� -245" - =- - - \ \\ - / r - L - o -1 / / .,__ / f � / (� / �\ (; f -� / - \ 1
- s i i p �%' / / 1 ✓F/ I � _ .. V %// ®/ / / - - � i i /�� - ` \ \ \ \ \� \ \ = g 1 INV. OUT= 216.00
�`" - - _z43- - f - -- - - I 1N RALEIGH­- ° / / / e e i / j 1 '\ I // / / r- - :� � , , . �- - \ �\ j ` \ i �I �9 / RISER -9
_. - -
� ,_ - \ \ -- - - \ ANITA S 'LNT / �° \�\ �� } � '�� / /�/ /�' /r r' r f' / i ! r !•- _ \ t \ \ \ T /R= 228.00
- - - _ 1
` -- __ _
r .11 i ' 111 / / / INV. OUT-2117.00
/ ,� / '- //e /�
\ __ _- - _..- - - - `r / / pl),
OF DISTURB CE / ./ / /
i�� 23g _ - -- - _� � \� %" ,.: - ... // / _\ JB -4 / o� = " I � f / /i- PRQP ®SED STREAM ANC NEUSE O I CTS Ew -10
_ _ \ ` '� / f i W // J// /i / j�/ INV. OUT =228Aa
- - -- - \
\ / /,- / �- -- _ \ _ � _1 e/ / 1_ � / / ,� \� p �li : , „,- /// , LEGEND
on 4 _ - L ,
""--� �,...�. %" GM1/ 4J�7"7 / l� ! - _- \ \ \ '/ .°'r / eye '� / i �/'
/ - > +e. „r - \ \ "/ -1 / / * u' / / r � ( 4 - // / ,�/� / /�,/ NOTE. (NEUSE BUFFER IMPACTS IN SQUARE FEET (S.F.) AND ACREAGE (AC.) TjG= 232,50 s
\ `'' ..-: \ '� l r / / ,� 36 RC ` - � - 3\\,_ �\ -, rill i - �, i t )
'� '`� ��` ° / _ P \\ / / / INV. N= 229.51 EX. 24 RCP
- .,� - 234
- - �- - �- ♦? / ti ; ''' 1 f $ _../ ,. / / INV. OUT= 229.41
__ i � �,� / \ \ l \ ! I i j�" I ; 6 yR �i / - / _„ r ♦ / i /ff� I }/ / / / / / ZONE 1 BUFFER IMPACT ORIGINAL DIET INCREASE TOTAL
�i
7-IMPACT AREA \ ` 1 i / - �- ``♦ '--i/ %,r` fi::. °�� /� f I: /// %/ / IMPACT AREA "AN 19 119 s F. o'.o2s AC. 3,C171S.F. C�.O710AC 1,019 S.F. ® <026 AC,
+ � :As: s23 ~low ' \\� \\ \ \ 2�0 / / '�� J e . l - \ / ' ♦♦ � / �,r^`; // / / / /�i / / / IMPACT AREA pBp 0 IMPACT AREA / Q 2¢y \ \ \ \� - f /'� ,.• \ / /♦ / / %� l r. j//// // - /. ' / 1 AC. 11,644 S.F. 0.027 AC.
_ _ f r "� \ \ "fie/ --- r , �" f 1 / l / // i ' / / TOTAL IMPACT 8 573 S.F. SF 0.197 AC. 3,071 S.F. S,F. 0.0
■s ■■■ as■■■s■�_" ■ '� _ �R i�ss ■ \ \ -� __ ! / F/ - / ! _ ! i / /// // // %� S yr ' - / ' 1-1 11
r s, \ /.� a ®® \ // \ e^ / j \ \�- - ��}` "..•f i \ i r"' ` �/i �/ J� f f! r / ORIGINAL _ TOTAL
- \ 4 s _ - l,�• \ �t - - - "'" 4. 4 r , Y '.,. n , . ` // T// /.-,. _ ✓ �-R ZONE 2 BUFFER IMPACT
~� , / '� -_ :r«, i / ` ■'� _ _ / -_ y _ ` // IMPACT AREA °A� 3,573 S.F. 0,082 AC.
"° 4,895 S.F. 0.1 12 AC
r :,._ a s ■.,� ■ ■ ■mot. ■ f ■ / _ �f /.- -� 0 9 659 S.F. 0.222 AC.
1, {, ,/ . ■ ■ - Y , : / / / r IMPACT AREA B 9,659 S.F. 0.222 AC.
r
�. \ ,,r _ . / \ r \ ww / i / / p 7 391 S F 0.170 AC,
7, - r / / 4 91 SF 4170 AC 0
w \ / �� ,� r IMPACT ARE 7 3
_ \ 'l'
„ .. 7 100 Y - 1 r L S.F. 4.504 AC.
_;. - 1 - / _
3 P / _ ice,/ / /
r� ,. _ ", 21,945 S
1 \ ,� e -- �� // / / / /i �/ L f /' r r TOTAL IMPACT 24.623 S.F. 0.473 AC.`
\ 1, - \ ��F�OOD / \ J �J r 11 4 "1 r `_ 1:? T Y it / '�..� ./ ��� /,� /\ - .., j�! "v.. .yam -r^" `...,.^..,J // / ,-/ / .-- .- ..-- .-- .-'
1\ .,' / -�. �' .i- \n� ,-�' �/ ...v "`+t « , ..\ Y, r // / P/ / / j / f., s„ f
s
REA «x \ \ / % / / i STREAM IMPACT TEMPORARY
k
_ - _ _ K. ''`�- � IMPACT A -: r , 4 \ - _ _ - _ �, •-'/ / / --° z -1
1
i :, :9 . ,, { '% \ , - =--. _ / / I / A OPEN WATER 254 S.F. 0.006 AC 19 YDS3
\ ". f � -' �� - - - �♦ / - / / s / / IMPACT AREA ( )
1 . > , ;. - _ 3 f A ': Vie°. ,, '�' % \ - - - T ♦ / / /// „f � f � � 13 YDS3
1 \ / s . ,, \ / _/ �{/ ''� - / IMPACT AREA B (OPEN WATER) 18i S F O.Oa4 AC g�
/ 7 , i \ I .!'. a ., ti,..... -' / \ \ `e % / / 435 S.F. 0.010 AC 32 YDS3
I _ ( \ _ __- / �, �/ / �._ s // / / / e'er/ / / s TOTAL IMPACT S
- /
mil / I ter . f x " '' / \ r'`� �\ ,,� ♦ / / // r r f / /
- ! ® ,�( ( � ' X r '�. ,; / / _ �$ RffAlyl �.REEIC\ \= / 7 > /®p , , / �, ® / / / �' / e / / e 4
/ `s - " _/ r--. \ - % ✓ / _ �9F 'BANK\ W4YJ-.- i I'' / • • �// -/ .G--" �' r -~
+ a - \ � ` / �^ � --- - r �` I U - - - - / -'.s / / - STREAM IMPACT - PERMANENT
�.
:,.� '�' •... a ♦ ® \�• f / / / / / / / ! - \h ..c :.= e ' / / �, /� // ! / / / ' IMPACT AREA °B" (OPEN WATER) 295 S.F. x.007 AC. 22 YDS3 I'll
f _ 58 LE.
_ _ ��
_ _ - - - - - - + _ _ - - 1 f -1 / ✓ / '_ ! TOTAL IMPACT 295 S.F. 0.007 AC. 22 YD 58 L.F. GRAPHIC SCALE
- aa� YEAR `- s / \ - -"\ -jI \� �\ a �'4/� z � _' -- ..�'^"�a„-a� i� -._ ®`.r =; ��� j %J, / / / i . �/ ! i / / / / / / i ! 4d 4 2Q 4d 80
,� N - ---1 `� �,, # \. S ", ` ���., - --ter_ J"'r_. ___. _ _ - - - -. - - - - �- s /:: / f , / / / f f r,�'' A ./ / / -
/ _ \ /i r -
(TYP•} �` - L = % .--- �'`-�`�' -- - -� - - ` `% i� ''� / / �, �-, / / / / / - Y iIICh _ 40 ft.
- � / / i/ ��� ^ r -- =- =%i i _ --- - -- _- - - - -_- --._' -- _ -- '-i� sl °,/ i // ,r/ / / � / I/ /
\s _"'' / // / /. ��,,. ='°` .°^-. \ \. t -\�.°V - `�/ q ! °�-= - ice- �_ '- ��,. '- - - °' -� - _ - `s' --"�.. "'-"` �i i -'' .-� //� i ,.�, ,/ ",/� -I - `,,. / ,�,` -°`
``° _' ,� \ \ � - � � '" - _ _ -::_ - - \ - - - - - - - -- - ! = ..� /r � - `` - FINAL DRAW - N0 RE
\ ,/�f / / \l\ - -_ - \ i - - 11 j - -- - -- "'- --
.! T - - -
ING T LEASED FOR C ®NSTRUCTION

PROPOSED STREAM AND NEUSE BUFFER IMPACTS
LEGEND
NOTE- (NEUSE BUFFER IMPACTS IN SQUARE FEET (S.F.) AND ACREAGE (AC.)
ZONE 1 BUFFER IMPACT ORIGINAL NET INCREASE TOTAL
IMPACT AREA *A*: 944 S.F. 0.022 AC. 3,071 S.F. 0.071 AC 4,015 S.F. 0.092 AC.
IMPACT AREA "B" 1,119 S.F. 0.026 AC. 0 0 1.119 S.F. 0.026 AC.
IMPACT AREA !Q" 6,510 S.F. 0,149 AC, 0 0 8.510 S,F� Q.119 AC,
TOTAL IMPACT 8,573 S.F. 0.197 AC. 3,071 S, F. O�071 AC. 11,644 S.F. 0.027 AC.
—238
ZONE 2 BUFFER IMPACT ORIGINAL
TOTAL
0.112 AC.
4,895 S.F.
IMPACT AREA "B" 9,659 S.F. 0.222 AC. 0 0 9,659 S.F. 0.222 AC.
IMPACT AREA "A" 3,573 S.F. 0.082 AC.
IMPACT AREA "C" 7,391 S.F 0. 170 AC, 0 7.391 S.F. 0. 170 AQ,
. ... . 21,945 S.F. 0.504 AC.
TOTAL IMPACT 20,623 S.F. 0.473 AC.
-A- (OPEN WATER) 254 S.F. 0.006 AC. 19 Yw
AREA
STREW IMPACT - TEMPORARY
IMPACT
IMEAQJ AREA -B- (OPEN WATER) 181 S.F. 0,004 AC, la yw
TOTAL IMPACT 435 S.F. 0.010 AC. 32 YDS` — X
232—
STREAM IMPACT - PERMANENT
IMPACT AREA -13- (OPEN WATER) 295 S.F. 0.007 AC. 22 YDS3
IMPACT AREA "C" 58 L.E.
TOTAL IMPACT 295 S.F. 0.007 AC. 22 YDS-3 58 LF.
/ rl,
ZONE 1 AND ZONE 2
CLEARING FOR INTAKE PIPE
MAINTENANCE CORRIDOR
PARALLEL IN ZONE 2 ONLY
G 40' CITY OF R&EI H
PERPENDICULAR IN ZONE 1: (30 LF) Ll
RZ;m"ARY SEWE� EASEMEN VD JB-4
_JOO YEA 10
FLOOD LAIN EX.SSMIH 8 ORA*
1LID
DfS-T-URBANCE-'-"'
C?
LIM" ?I,
c7p-) EX. M 6 z
-7
-7- # IMPACT AREA,,�
z z
0
(SEE INSET 2)-
-ISNI
Z 0-/t
m6vwE
jy')S� �yNE
_f78r.Fj
's, 7,51, ;�
I ACT AREA
A
ALLOWABLE BUFER
IMPACT AREA
IMPACT
"A"
Imp
ALLOWABLE BUFER "A
4�
IMPACT
-4;US-ER--7 -100 YEAR
---6v*x6' RISER PLACED
FLOOD WAY
BANK
IL
"N'
BEAVERD-Wfi�t-eREEK D
s--
(2,111 S.F.)
Top- 0
A-
ADDITION�L ZONE 2 IMPACTS
RON
A-
6',
Ale'�� �M
Null
VRR
40N,/FA IMPACTS
X
/7"t
F.
7-
70- --w a
/41f/
4p
77
. . ......... .
x
$0
rZA
cNz
z
Ld 2WE-
0 � 8
(3) pq 1.4 ca
c: C-5
00
0
c: A I �l 't
0 COD tj
w
4.4 rA E- ;a
0
> co
0 pa clz
IL
0
N
cn
Z 0
0 z
0-4 0
cl) U)
P--4 5;
> W
124
1-4
C\z
0
cq
E--4 0
R
C) U) 0 -<
M U
=E-1
oz
1-4
0
0
z
0
Ej
o :�o
z
PROJECT NO. CCC— 09000
FILENAME.
DESIGNED BY' DLP
DRAWN BY- DLP
SCAIE: 1" = 20'
DATE: 07-27-2011
INSET 1
IMF! c �s

■
® s
ACT A.
99 A 99
d
99 s 79
f N
'# �.,.�,� / w � fit' E,
.s] r
4 �
^Y"�c
F f L
v
,
R
,
, f... . __,_ . _ �.., �.._.f. r. _._. _ .. r .,_.,.f .r� -,:. y ._ _.... r _.._ >._. .�!l��i.T..�!� . :. , _ �.�,,�„ks, _ 3..:����a�i; -� _. - s : - -.�'" 4 _,_ .,._s^" . __ _�. ,�.., 2_. .,., .. 4 _ _. �', _.,. .. k �..._,<- :.:__>�...1 w , . - �'�,•s,� , ,'4� ,..., -�-�� '"
99p 39
Y9 .-. 77
Eye
E
.� s
�
� U
..
C7 O
cn
A•
„ a
H a
Q W
t, pq�
LU -.!� a
z
w
N9
N
O
d
4
� o
N o
W
Ot
t z
U2 0 0
OO O
rn
V+
'02
]W
L-
as z
�c
�c x
O�°aaU

CA6 ���III gun uu� mil u mW �!�illl 9 9 4pl pppll 91 I I ulllll uuull a LIlollllll uluq ills° ql Ill,ll Illi�l II II',II III,II � II . I�� L uull wolouuol lllllll I I I u IIIIIIIII III II uwl IIIIII IIIIIIII IIIILIII ICI IIII I, li I I� II III III III II II II II II I III ,ulllll Iluw ��lul IInI� �laVIllw, lllmu (IIIIIIIII IIII gull loull�llamullll� „lull) Iluw �uul luu� ,ullll unl�, �IIIV lllu� III II II II III II ulll luuo ,null lllou. �uull luu� IIGum I IlpuuIllllll l CO IIIIIIIUIIIII I IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII I
SITE DATA TABLE
PROPERTY PHYSICAL ADDRESS: 2500 GLENWOOD AVENUE
RALEIGH, NC 27608
PROJECT DESIGNER: ECOENGINEERING — A DIVISION OF THE
JOHN R. McADAMS COMPANY, INC.
2905 MERIDIAN PARKWAY
DURHAM, NC 27713
(919) 361 -5000
BUFFER
1 OF 5
COVER SHEET
RESTORATION
RESTORED
ZONE
AREA
ACRES
SEEDING NOTES
1
0.11 AC.
1
1
0.06 AC.
2
2
0.19 AC.
1
2
0.03 AC.
2
TOTAL
0.39 AC.
HIIIII 1plll II II IIII 1111l �III uI luIIII pll�„ „�loq wu�l��u'ulllllplll
lllllll
111" lldl
���IIIIIVIUIIUalumouVUllilllll° „�Illl loummloullll� IIIIIIiIlilluummuloV ��I�lul �Illllllrmuuplpllllllllll
NEUSE BUFFER RESTORATION PLAN
GENERAL NOTES
WAKE COUNTY, NORTH CAROLINA
PROJECT NUMBER: CCC -09006
DATE: JANUARY 21, 2013
PROPERTY OWNER:
CAROLINA COUNTRY CLUB
2500 GLENWOOD AVENUE
RALEIGH, NC 27608
1. ALL BUFFER RESTORATION AREAS TO BE SEEDED TO SPECIFICATIONS
UNLESS OTHERWISE NOTED.
2. ALL AREAS OUTSIDE OF THE CONSERVATION EASEMENT TO REMAIN IN
THEIR NATURAL CONDITION, UNLESS OTHERWISE NOTED FOR REMOVAL
DUE TO INVASIVE SPECIES.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND DESIGNER,
PRIOR TO PROCEEDING WITH THE WORK.
4. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL UTILITIES LOCATED
48 HOURS PRIOR TO MOBILIZATION TO THE SITE. "CALL BEFORE YOU
DIG." TOLL FREE NUMBER (800- 698 - 4949).
5. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL
EXISTING UTILITIES (IF ANY).
6. EXCESS SOILS AND DEBRIS WILL BE HAULED OFF THE PROJECT SITE AND
DISPOSED OF AT A LOCATION TO BE DETERMINED BY THE CONTRACTOR
AND APPROVED BY THE DESIGNER. NO EXCESS SOIL OR DEBRIS WILL BE
WASTED ON —SITE, UNLESS OTHERWISE DIRECTED (IN WRITING) BY THE
PROPERTY OWNER.
7. TEMPORARY CONSTRUCTION ACCESS TO THE BUFFER RESTORATION SITES
SHALL BE COORDINATED WITH THE PROPERTY OWNER. PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE
PROPERTY OWNER, EASEMENT OWNER, AND DESIGNER FOR THE ACCESS
POINTS.
SHEETINDEX
1 OF 5
COVER SHEET
2 OF 5
BUFFER RESTORATION PLANTING PLAN
3 OF 5
PLAN ING NOTES
4 OF 5
SEEDING NOTES
5 OF 5
PLAN LING DETAILS
SEQUENCE OF CONSTRUCTION EVENTS
THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING GENERAL SEQUENCE OF
CONSTRUCTION:
1. SET UP STAGING AREAS AND ACCESS ROADS. INSTALL CONSTRUCTION ENTRANCES,
SILT FENCE, AND SILT FENCE OUTLETS (AS REQUIRED). SEE EROSION AND SEDIMENT
CONTROL DETAILS FOR ADDITIONAL INSTRUCTIONS.
2. CONTRACTOR TO STOCKPILE AND STAGE MATERIALS ONLY AT THE LOCATIONS SHOWN
ON THE PLANS UNLESS OTHERWISE APPROVED BY THE DESIGNER. NO WASTE
STOCKPILING IS ALLOWED. ALL WASTE MATERIALS MUST BE REMOVED FROM THE
FLOODPLAIN AND THE PROJECT SITE.
3. REMOVE INVASIVE SPECIES WHERE PRESENT. STOCKPILE BAGGED INVASIVE SPECIES
AND HAUL OFF —SITE (SEE INVASIVE SPECIES CONTROL ON SHEET 4).
4. PREPARE PLANTING AREAS AS NEEDED. APPLY TEMPORARY OR PERMANENT SEED.
SEE PLANTING NOTES AND SEEDING NOTES (SHEETS 3 & 4) FOR ADDITIONAL
INSTRUCTIONS.
5. PLANT SITE ACCORDING TO THE PLANTING SPECIFICATIONS.
6. IN SEEDED AREAS, TO LIMIT EROSION POTENTIAL, THE CONTRACTOR SHALL LIMIT
SUB —GRADE AND FINISH GRADE PREPARATION TO AREAS THAT WILL BE PLANTED
IMMEDIATELY. PREPARED AREAS SHALL BE MOISTENED PRIOR TO SEEDING WHEN THE
SOIL IS DRY, BUT CARE SHALL BE TAKEN TO NOT CREATE MUDDY CONDITIONS.
7. COMPLETE ALL FINAL SITE WORK NECESSARY TO COMPLETE THE PROJECT
AftoEngineering
A division of The John R. McAdams Company, Inc.
ENGINEERS • PLANNERS • SURVEYORS• ENVIRONMENTAL
RESEARCH TRIANGLE PARK• CHARLOTTE
2995 Keridian Pukway, Durham NC 27719
990 - 793{6999. m johmmcadams.com-License No.: C -0299
SHEET 1 OF 6

,
/
/ I
/ I
/ / E
/
1 ,
I I
i
s-
\ \ I
(11�
ill.
If
X11 ,
1
:.:..::
tI
' GRAPHIC S
200 0 100
t
\�y 1 inch \� 200
r
It
I
BUFFER IF
` Aft A 2
1 I
II I
/ I
I , I
I I
I +
I I
i
BEAVERDAM CREEK
-BUFFER F ESTORA\TIO PROPOSED BUFFER
AREA 1 \ \ \\ RESTORATION AREA 1
7,500 SQ. FT.
0.17 ACRES
\ I1
1 REQUIRED MITIGATION
ZONE 1 — 4,484 SQ. FT.
I' ZONE 2 — 2,772 SQ. FT.
7,256 SQ. FT. TOTAL
\ \`\ 0.17 AC. TOTAL
\\ \\ ADDITIONAL REQUIRED BUFFER
\ MITIGATION (AREA 2)
CA \ ZONE 1 — 9,213 SQ. FT.
20 400 \`\ 0.21 ACRES
ft. \\ PROPOSED MITIGATION
\\ \ ZONE 1 — 9,350 SQ. FT.
0.22 ACRES
\\ \ 1 V
\ 1 \1
\ \ I
\ I
1 1
\ I 1
1 ;
1
� I `
/ \
,
1`
�-a
\ , Q
0
\ \\ \
-o 0
0
GENERAL NOTES
1. PRIOR TO CONSTRUCTION, TEMPORARY
CONSTRUCTION ACCESS TO THE BUFFER
RESTORATION AREAS SHALL BE COORDINATED
WITH THE PROPERTY OWNER AND EASEMENT
OWNER. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE PROPERTY OWNER,
EASEMENT OWNER, AND DESIGNER FOR THE
ACCESS POINTS.
2. PRIOR TO CONSTRUCTION, THE LOCATION(S) OF
TEMPORARY STOCKPILE AREAS AND TEMPORARY
CONSTRUCTION STAGING AREAS SHALL BE
APPROVED BY THE PROPERTY OWNER AND
EASEMENT OWNER.
TABLE 2: PLANTING AREAS
BUFFER
SPECIES
COMMON NAME
ExISTIN ;``
RESTORED
ZONE
AREA
�
TREE
1
0.11 AC.
,�•
1
,PROPOSED
2
2
0.19 AC.
R40ATION POI+D
2
�
2
TOTAL
0.39 AC.
TREE
BARE ROOT
8 X 8
QUERCUS NIGRA
WATER OAK
TREE
BARE ROOT
8 X 8
` r\
\ \ I
OVERCUP OAK
TREE
-N
\
QUERCUS LAURIFOLIA
LAUREL OAK
TREE
BARE ROOT
8 X 8
}
TULIP POPLAR
i /
BARE ROOT
8 X 8
CORNUS FLORIDA
FLOWERING DOGWOOD
SHRUB
BARE ROOT /CONTAINERIZED
8 X 8
MYRICA CERIFERA
WAX MYRTLE
SHRUB
BARE ROOT /CONTAINERIZED
8 X 8
AESCULUS SYLVATICA
PAINTED BUCKEYE
SHRUB
BARE ROOT /CONTAINERIZED
8 X 8
ILEX OPACA
I AMERICAN HOLLY
I SHRUB
I BARE ROOT CONTAINERIZED
1 8 X 8
CARPINUS CAROLINIANA
IRONWOOD
SHRUB
BARE ROOT /CONTAINERIZED
8 X 8
ARONIA ARBUTIFOLIA
\ \ I
(11�
ill.
If
X11 ,
1
:.:..::
tI
' GRAPHIC S
200 0 100
t
\�y 1 inch \� 200
r
It
I
BUFFER IF
` Aft A 2
1 I
II I
/ I
I , I
I I
I +
I I
i
BEAVERDAM CREEK
-BUFFER F ESTORA\TIO PROPOSED BUFFER
AREA 1 \ \ \\ RESTORATION AREA 1
7,500 SQ. FT.
0.17 ACRES
\ I1
1 REQUIRED MITIGATION
ZONE 1 — 4,484 SQ. FT.
I' ZONE 2 — 2,772 SQ. FT.
7,256 SQ. FT. TOTAL
\ \`\ 0.17 AC. TOTAL
\\ \\ ADDITIONAL REQUIRED BUFFER
\ MITIGATION (AREA 2)
CA \ ZONE 1 — 9,213 SQ. FT.
20 400 \`\ 0.21 ACRES
ft. \\ PROPOSED MITIGATION
\\ \ ZONE 1 — 9,350 SQ. FT.
0.22 ACRES
\\ \ 1 V
\ 1 \1
\ \ I
\ I
1 1
\ I 1
1 ;
1
� I `
/ \
,
1`
�-a
\ , Q
0
\ \\ \
-o 0
0
GENERAL NOTES
1. PRIOR TO CONSTRUCTION, TEMPORARY
CONSTRUCTION ACCESS TO THE BUFFER
RESTORATION AREAS SHALL BE COORDINATED
WITH THE PROPERTY OWNER AND EASEMENT
OWNER. THE CONTRACTOR SHALL RECEIVE
APPROVAL FROM THE PROPERTY OWNER,
EASEMENT OWNER, AND DESIGNER FOR THE
ACCESS POINTS.
2. PRIOR TO CONSTRUCTION, THE LOCATION(S) OF
TEMPORARY STOCKPILE AREAS AND TEMPORARY
CONSTRUCTION STAGING AREAS SHALL BE
APPROVED BY THE PROPERTY OWNER AND
EASEMENT OWNER.
TABLE 2: PLANTING AREAS
BUFFER
SPECIES
COMMON NAME
RESTORATION
RESTORED
ZONE
AREA
ACRES
TREE
1
0.11 AC.
1
1
0.06 AC.
2
2
0.19 AC.
1
2
0.03 AC.
2
TOTAL
0.39 AC.
TREE
TABLE 1: PLANTING ZONE
PIEDMONT BOTTOM LAND FOREST
SPECIES
COMMON NAME
GROWTH HABIT
PROPAGATION METHOD
SPACING
QUERCUS PHELLOS
WILLOW OAK
TREE
BARE ROOT
8 X 8
PLATANUS OCCIDENTALIS
SYCAMORE
TREE
BARE ROOT
8 X 8
QUERCUS PAGODA
CHERRYBARK OAK
TREE
BARE ROOT
8 X 8
BETULA NIGRA
RIVER BIRCH
TREE
BARE ROOT
8 X 8
QUERCUS NIGRA
WATER OAK
TREE
BARE ROOT
8 X 8
QUERCUS LYRATA
OVERCUP OAK
TREE
BARE ROOT
8 X 8
QUERCUS LAURIFOLIA
LAUREL OAK
TREE
BARE ROOT
8 X 8
LIRIODENDRON TULIPIFERA
TULIP POPLAR
TREE
BARE ROOT
8 X 8
CORNUS FLORIDA
FLOWERING DOGWOOD
SHRUB
BARE ROOT /CONTAINERIZED
8 X 8
MYRICA CERIFERA
WAX MYRTLE
SHRUB
BARE ROOT /CONTAINERIZED
8 X 8
AESCULUS SYLVATICA
PAINTED BUCKEYE
SHRUB
BARE ROOT /CONTAINERIZED
8 X 8
ILEX OPACA
I AMERICAN HOLLY
I SHRUB
I BARE ROOT CONTAINERIZED
1 8 X 8
CARPINUS CAROLINIANA
IRONWOOD
SHRUB
BARE ROOT /CONTAINERIZED
8 X 8
ARONIA ARBUTIFOLIA
RED CHOKEBERRY
SHRUB
BARE ROOT /CONTAINERIZED
8 X 8
SHEET 2 OF 6
z
b
w 4
0.
O ° Z W C e
N
d �
W d
© z
W
Ua
O��
U��
s
Za�
U
0 z
0
0 L O
0 ~ 0 N
of � N I
U II N
U
CD
°z m
v �
z
McADAMS

GENERAL RESTORATION NOTES
1. THE PLANTING STOCK SHALL BE GROWN WITHIN THE PIEDMONT REGION BY NURSERIES WITHIN 200 MILES OF THE
PROJECT SITE. THE SEED SOURCES FOR THE PLANT MATERIAL SHALL ALSO BE FROM THE PIEDMONT REGION AND
SHALL BE OBTAINED WITHIN 200 MILES OF THE PROJECT SITE. PLANT STOCK AND SEED MIXES MAY BE USED FROM
NURSERIES BEYOND THE 200 MILE LIMIT WITH THE APPROVAL OF THE DESIGNER.
2. THE CONTRACTOR (I.E. PLANTING SUPERVISOR) INSTALLING THE VEGETATION SHALL HAVE ONE OF THE FOLLOWING
QUALIFICATIONS / CERTIFICATIONS: CERTIFIED LANDSCAPE TECHNICIAN, CERTIFIED PLANT PROFESSIONAL, REGISTERED
FORESTER. REGISTERED LANDSCAPE CONTRACTOR. OR CERTIFIED NURSERYMEN.
3. THE CONTRACTOR (I.E. PLANTING SUPERVISOR) WILL BE RESPONSIBLE FOR MANAGING ALL ACTIVITIES INVOLVING
PERMANENT PLANTING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SITE PREPARATION FOR PLANTING, EXOTIC
PLANT REMOVAL (WHERE SPECIFIED), SEEDLING HANDLING AND STORAGE, PLANTING OPERATIONS, QUALITY CONTROL
INSPECTIONS, AND MANAGING PLANT COMPETITION.
4. THE PLANTING PERIOD FOR THIS PROJECT SHALL BE BETWEEN NOVEMBER 15 AND MARCH 1 (I.E. LATE FALL OR
WINTER, IF THE GROUND IS NOT FROZEN, TO EARLY SPRING BEFORE GROWTH BEGINS). PLEASE NOTE PLANTING SHALL
NOT TAKE PLACE IF ANY OF THE FOLLOWING OCCUR: (1) THE TEMPERATURE IS BELOW 327, (2) THE SOIL TO BE
EXCAVATED FOR THE PLANT HOLE IS FROZEN, OR (3) THE SOIL TO BE USED FOR BACKFILLING IS FROZEN OR T00
WET.
5. FOR ALL PLANTED MATERIAL (BAREROOT / CONTAINERIZED SEEDLINGS AND PERMANENT SEEDING), THE CONTRACTOR
SHALL BE RESPONSIBLE FOR MAINTAINING (I.E. A WARRANTY) AN 80% SURVIVAL RATE FOR THE DURATION OF THE
FIRST YEAR MONITORING PERIOD. ANY COSTS ASSOCIATED WITH REPLACING PERMANENT PLANTINGS THAT DO NOT
SURVIVE THE FIRST YEAR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PLEASE NOTE THE ONE -YEAR
MONITORING PERIOD BEGINS UPON ACCEPTANCE OF THE PERMANENT PLANTINGS BY THE DESIGNER. AT THE END OF
THE FIRST YEAR MONITORING PERIOD, AN ON -SITE INSPECTION WILL BE CONDUCTED BETWEEN THE CONTRACTOR AND
DESIGNER. AT THAT TIME, THE CONTRACTOR WILL BE DIRECTED ACCORDINGLY ON REPLACEMENT OF ANY NECESSARY
PLANTINGS.
6. THE ONE -YEAR WARRANTY SHALL INCLUDE MORTALITY AND POOR GROWTH DEFECTS, BUT SHALL NOT INCLUDE
DEFECTS RESULTING FROM ABUSE BY OTHER PARTIES AND ABNORMAL WEATHER CONDITIONS. PLEASE NOTE THE 80%
SURVIVAL RATE IS A MINIMUM STANDARD AND THE CONTRACTOR MAY PROVIDE ADDITIONAL MEASURES THEY
DETERMINE WILL BE BENEFICIAL TO PLANT SURVIVABILITY. ANY ADDITIONAL MEASURES WILL BE CONSIDERED PART OF
THE 80% SURVIVAL CLAUSE AND WILL NOT CONSTITUTE A CHANGE ORDER. THIS MAY INCLUDE, BUT IS NOT LIMITED TO,
SOIL AMENDMENTS. IRRIGATION. AND MULCH.
7. IN ORDER TO ELIMINATE COMPETITION WITHIN THE BUFFER RESTORATION AREAS, THE EXISTING VEGETATION MAY BE
SPRAYED WITH AN AQUATIC HERBICIDE. THE PARTY APPLYING THE HERBICIDE SHALL BE PROPERLY LICENSED IN THE
STATE OF NORTH CAROLINA. PLEASE REFER TO SHEET 4 "INVASIVE SPECIES CONTROL" FOR ADDITIONAL INFORMATION
8. THERE IS AN EXISTING BARBED WIRE FENCE LOCATED WITHIN THE BANK PARCEL AREA (PLEASE NOTE THIS IS NOT
SHOWN ON THE PLAN VIEW). THE CONTRACTOR SHALL REMOVE THE BARBED WIRE ONLY. ALL POSTS ASSOCIATED WITH
THE FENCE SHALL REMAIN IN PLACE. THE REMOVED BARB WIRE SHALL BE DISPOSED OFFSITE IN AN APPROPRIATE
MANNER. PLEASE NOTE ALL COSTS ASSOCIATED WITH REMOVAL AND DISPOSAL OF THE BARBED WIRE SHALL BE PART
OF THE CONTRACTOR'S EXPENSE (I.E. A CHANGE ORDER WILL NOT BE CONSIDERED FOR THIS WORK).
SPECIES SELECTION
1. THE PERMANENT PLANTINGS, AS LISTED IN TABLE 1 ON SHEET 2, WILL BE PLANTED IN THE DESIGNATED PLANTING ZONES
ONLY (SEE HATCHED AREAS ON SHEET 2). PLANT SUBSTITUTES WILL NOT BE CONSIDERED FOR THIS PROJECT AS FLEXIBILITY
HAS BEEN INCLUDED BELOW IN NOTE #3. PLEASE NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT AN
ADEQUATE NUMBER OF PLANTINGS ARE AVAILABLE DURING THE SPECIFIED PLANTING PERIOD.
PLANT DISTRIBUTION NOTES
1. PLANT SPACING SHALL BE BASED ON A 8' X 8' GRID. THIS SPACING REFERS TO PLANTING THE PLANTS EACH 8
FEET APART FROM EACH OTHER IN ALL DIRECTIONS. THIS SPACING DOES NOT RELATE TO PLANTING DISTANCE AT
THE ZONE BOUNDARY.
2. PLANT DISTRIBUTION SHALL BE RANDOM AND IS DEFINED AS FOLLOWS: RANDOM DISTRIBUTION - TAKE ALL PLANTS
AND MIX THE PLANTS SO THAT THEY ARE ALL PLANTED RANDOMLY. IF DONE PROPERLY, SOMETIMES TWO OR MORE
OF THE SAME SPECIES WILL BE PLANTED ADJACENT TO EACH OTHER AND OTHER TIMES THERE MAY ONLY BE ONE
PLANT OF A SPECIES COMPLETELY SURROUNDED BY ONE OR MORE OTHER SPECIES. THE PLANTING CONTRACTOR
SHALL ALSO RANDOMLY DISTRIBUTE CONTAINERIZED AND BARE -ROOT / TUBLING PLANTINGS. IN GENERAL, 50% OF
EACH PLANTING ZONE (7 TOTAL) SHALL BE CONTAINERIZED PLANTINGS AND 50% SHALL BE BARE -ROOT / TUBLING
PLANTINGS.
3. THE FIRST PLANTING ROW SHOULD BEGIN ih OF THE PLANTING DISTANCE IN FROM THE OUTER EDGE OF THE
PLANTING ZONE. THE ENTIRE ZONE SHALL BE PLANTED FULLY AT THE DESIGNATED SPACING. THE PLANTING ZONE
IS TO BE PLANTED TO WITHIN �/z THE DESIGNATED PLANT SPACING DISTANCE FROM ANY EDGE OF THE ZONE. IN ALL
CASES, PLANTS SHALL BE PLANTED UNTIL PLANTS ARE PLACED TO WITHIN A MAXIMUM OF 3/4 OF THE PLANT
SPACING DISTANCE FROM THE EDGE OF THE PLANTING ZONE.
4. THE CORRECT SPACING OF VEGETATION WITHIN THE PLANTING ZONE SHOULD BE CHECKED BY THE PLANTING SUPERVISOR
ON A REGULAR BASIS DURING PLANTING. DOCUMENTATION OF EACH INSPECTION SHALL BE KEPT BY THE SUPERVISOR AND
SHALL BE MADE AVAILABLE FOR INSPECTION UPON REQUEST. PLEASE NOTE ANY COSTS ASSOCIATED WITH CHECKING THE
PLANT SPACING / DOCUMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
PLANTING SPECIFICATIONS
1. THE STORAGE, HANDLING, AND PLANTING OF BARE -ROOT / CONTAINERIZED SEEDLINGS WILL FOLLOW THE
PROCEDURES OUTLINED IN THE NC DIVISION OF FOREST RESOURCES (NCFS) "POCKET GUIDE TO SEEDLING CARE AND
PLANTING STANDARDS ", 6th EDITION. JANUARY 2007. ONLY THE HIGHEST QUALITY BARE ROOT / CONTAINERIZED
SEEDLINGS SHALL BE PLANTED. THE PLANTED SEEDLINGS SHALL HAVE WELL - DEVELOPED FIBROUS ROOT SYSTEMS
AND HEALTHY BUDS.
2. ALL BARE ROOT / CONTAINERIZED SEEDLINGS SHALL BE DORMANT AT TIME OF ACQUISITION AND PLANTING.
3. ALL BARE -ROOT SPECIES SHALL HAVE A MINIMUM OF FOUR (4) FIRST ORDER LATERAL ROOTS (FOLR) THAT EXCEED
1 MM IN DIAMETER. SEEDLINGS THAT DO NOT POSSESS THE MINIMUM NUMBER OF FOLR SHALL BE CULLED FROM
PLANTING. BARE -ROOT TREE SPECIES SEEDLINGS THAT WILL FORM THE CANOPY MUST HAVE A MINIMUM ROOT
COLLAR DIAMETER (RCD) OF % INCH. SEEDLINGS WITH LESSER RCD'S CULLED FROM PLANTING.
4. THE CONTRACTOR SHALL PAY CLOSE ATTENTION TO THE HANDLING OF THE PLANT MATERIAL DURING CONSTRUCTION
TO PREVENT INJURY TO OR DRYING OUT OF THE TRUNK, BRANCHES, OR ROOTS. FREEZING OF THE PLANT ROOTS
SHALL ALSO BE PREVENTED.
5. UNLESS THEY ARE PROMPTLY PLANTED, IMMEDIATELY FOLLOWING DELIVERY TO THE PROJECT SITE, ALL PLANTS WITH
BARE ROOTS SHALL BE HEELED -IN CONSTANTLY MOIST SOIL OR SAWDUST (IN A MANNER CONSISTENT WITH
GENERALLY ACCEPTED HORTICULTURAL PRACTICES).
6. IF THE PLANTING AREA IS LOCATED ON COMPACTED SOIL, THE SOIL IN THIS AREA SHALL BE LOOSENED TO A
MINIMUM DEPTH OF 1 -FOOT. SEEDLINGS MAY BE PLANTED IN HOLES MADE BY A MATTOCK, DIBBLE, PLANTING BAR,
OR OTHER PROVIDED THE MEANS ARE APPROVED BY THE DESIGNER. ROOT STOCK SHALL BE PLANTED IN A
VERTICAL POSITION WITH THE ROOT COLLAR LOCATED APPROXIMATELY 0.5- INCHES BELOW THE SOIL SURFACE. THE
PLANTING TRENCH OR HOLE SHALL BE WIDE ENOUGH TO ALLOW ROOTS TO SPREAD OUT AND DOWN WITHOUT
J- ROOTING. AFTER PLANTING, THE SOIL AROUND THE SHRUB OR TREE SHALL BE TAMPED FIRMLY TO REMOVE
POTENTIAL AIR POCKETS.
2. PRIOR TO PLANTING, A WRITTEN LIST (SIGNED BY THE PLANTING SUPERVISOR) OF THE ACTUAL SPECIES PURCHASED FROM THE 7
NURSERY (AND IN WHAT PERCENTAGES OF THE TOTAL) MUST BE DELIVERED TO THE DESIGNER FOR REVIEW AND APPROVAL.
3. THE PLANTING ZONES SHALL BE PLANTED WITH AT LEAST SIX OF THE LISTED 'TREE" SPECIES AND THREE OF THE
LISTED "SHRUB" SPECIES AS DEPICTED ON TABLE 1. NO MORE THAN 20% OF ANY ONE SPECIES SHALL MAKE UP EACH
PLANTING ZONE (7 TOTAL). NO SPECIES SHALL MAKE UP LESS THAN 10% OF THE EACH PLANTING ZONE (7 TOTAL).
IN ADDITION, THE PLANTING CONTRACTOR SHALL ENSURE THE PLANTINGS CONSIST OF 50% CONTAINERIZED PLANTS
(MIN. SIZE 1- GALLON) AND 50% BARE -ROOT / TUBLINGS.
4. THE PLANTING SUPERVISOR SHALL ENSURE THAT THE MINIMUM PLANTING DENSITY OF 436 TO 681 INDIVIDUAL SPECIES
(TREE AND /OR SHRUB) PER ACRE IS MET WITHIN EACH PLANTING ZONE (7 TOTAL).
5. PRIOR TO SEEDING /APPLICATION, THE CONTRACTOR SHALL PROVIDE THE DESIGNER WITH SEED MIX INFORMATION,
INCLUDING BUT NOT LIMITED TO: GERMINATION RATES, NOXIOUS WEED SEEDS, AND DATE / LOCATION OF HARVEST.
THIS INFORMATION MUST BE REVIEWED / APPROVED BY THE DESIGNER.
6. AFTER PLANTING, A WRITTEN LIST (SIGNED BY THE PLANTING SUPERVISOR) OF THE ACTUAL SPECIES INSTALLED (AND IN WHAT
PERCENTAGES OF THE TOTAL) MUST BE DELIVERED TO THE DESIGNER FOR REVIEW BEFORE FINAL APPROVAL (I.E. - START OF
THE ONE -YEAR MONITORING PERIOD) OF THE PLANTING WILL BE ISSUED.
TO PROMOTE PROPER GROWTH, THE CONTRACTOR SHALL DEEPLY TILL AND SCARIFY THE PLANTING ZONES TO
ENSURE THAT THE ROOT GROWTH OF THE PLANTS WILL NOT BE IMPEDED BY COMPACTED SOIL. ANY SUB - SURFACE
HARDPANS WITHIN THE PLANTING ZONE SHALL BE ELIMINATED. RIPPING, DISKING, OR RAKING SHALL BE PERFORMED
IN ALL AREAS TO BE SEEDED TO A MINIMUM DEPTH OF 3 INCHES TO 4 INCHES.
8. STRAW MULCH SHALL BE PLACED: (1) AROUND THE BASE OF EACH SEEDLING /PLANT IN A MINIMUM 4" TO 6" LAYER
AND (2) OVER ALL SEEDED AREAS.
9. IN SEEDED AREAS, TO LIMIT EROSION POTENTIAL, THE CONTRACTOR SHALL LIMIT SUB -GRADE AND FINISH GRADE
PREPARATION TO AREAS THAT WILL BE PLANTED IMMEDIATELY. PREPARED AREAS SHALL BE MOISTENED PRIOR TO
SEEDING WHEN THE SOIL IS DRY, BUT CARE SHALL BE TAKEN TO NOT CREATE MUDDY CONDITIONS.
10. THE PLANTING ZONE SHALL NOT BE GRADED LEVEL. MICROTOPOGRAPHY IS DESIRED TO PROMOTE DIFFUSE FLOW AND
SURFACE WATER STORAGE. MICROTOPOGRAPHICAL DEPRESSIONS SHALL NOT BE GREATER THAN 6 INCHES IN DEPTH.
11. UPON COMPLETION OF FINAL GRADING, THE PLANTING SUPERVISOR SHALL CONDUCT A SITE ASSESSMENT TO
DETERMINE IF THE SOIL IS APPROPRIATELY PREPARED FOR PLANTING. IF ANY PROBLEMS EXIST, THEY SHALL BE
NOTED AND CORRECTED BEFORE PLANTING MAY COMMENCE.
SHEET 3 OF 6
L
U
d
W4
O°
0
V
W
U � �
0.
w
U Al
d
Ua
0 O��
U��
s
Za0
0 rZ4
U
0
O J
o
rn
o w u)
I c�
U Z
v o
m
0
z
F W
v �
z
a m m o
McADAMS

TEMPORARY SEEDING
TEMPORARY SEEDING SHALL BE APPLIED AS NEEDED DURING
CONSTRUCTION TO STABILIZE BARE OR DISTURBED AREAS OF SOIL
AND AT THE COMPLETION OF ALL GRADING AND EARTHWORK
ACTIVITIES WITHIN A PARTICULAR AREA OF THE SITE. PERMANENT
SEED MAY BE DISTRIBUTED WITH TEMPORARY SEED. PERMANENT
SEED MAY BE APPLIED IN PLACE OF TEMPORARY SEED ONLY IF
TEMPORARY SEED PERFORMANCE CRITERIA CAN BE MET USING
PERMANENT SEED.
SEEDBED PREPARATION
APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS
WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED. IF RECENT
TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE,
ADDITIONAL ROUGHENING MAY NOT BE REQUIRED EXCEPT TO
BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO
BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO
SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE
METHODS.
SEEDING METHODS
EVENLY APPLY SEED USING A CYCLONE SEEDER, DRILL,
CULTIPACKER SEEDER, OR HYDROSEEDER. IN SEEDED AREAS, TO
LIMIT EROSION POTENTIAL, THE CONTRACTOR SHALL LIMIT
SUB —GRADE AND FINISH GRADE PREPARATION TO AREAS THAT
WILL BE PLANTED IMMEDIATELY. PREPARED AREAS SHALL BE
MOISTENED PRIOR TO SEEDING WHEN THE SOIL IS DRY, BUT
CARE SHALL BE TAKEN TO NOT CREATE MUDDY CONDITIONS.
2. MULCH WITH CLEAN WHEAT STRAW.
3. AFTER SEEDING, APPLY MULCH TO AREAS UNDER HARSH
CONDITIONS SUCH AS AREAS THAT HAVE BEEN GRADED.
4. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS
LESS THAN 80% COVERAGE, OR WHERE EROSION OCCURS, AS
SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS
MUCH AS POSSIBLE.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES (IF ANY) WILL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF — PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
FENCES WHEN IT BECOMES APPROXIMATELY SIX (6) INCHES
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED
AS NECESSARY TO MAINTAIN A BARRIER. ALL SEEDED AREAS
WILL BE RESEEDED AS NECESSARY AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN. BECAUSE THE
GOAL OF THE RESTORATION IS TO ESTABLISH A SELF
MAINTAINING VEGETATED CORRIDOR, MAINTENANCE SHOULD BE
MINIMAL.
TABLE 4 — PERMANENT SEED MIX SPECIES
SPECIES (COMMON NAME)
MIN. PERCENTAGE
Andropogon gerardii (A. furcatus) (Big Bluestem (Turkey Foot Bluestem))
30
Panicum virgatum (Switchgrass)
10
Panicum clandestinum (Dichanthelium c.) (Deer Tongue)
10
Rudbeckia hirto (Black Eyed Susan)
10
Elymus riparius (Riverbank Wild Rye)
10
Asclepias syriaca (Common Milkweed)
1
Baptisia australis (Blue False Indigo)
1
Carex vulpinoidea (Fox Sedge)
1
Chomaecristo fasciculato (Cassia f.) (Partridge Pea)
1
Cornus amomum (Silky Dogwood)
1
Desmodium canadense (Showy Tick Trefoil)
1
Elymus virginicus (Virginia Wild Rye)
2
Eupatorium fistulosum (Joe Pye Weed)
1
Eupatorium maculatum (Spotted Joe Pye Weed)
1
Eupatorium perfoliatum (Boneset)
1
Euthamia graminifolia (Solidago g.) (Grass Leaved Goldenrod)
2
Heliopsis helianthoides (Ox Eye Sunflower)
2
Juncus effusus (Soft Rush)
2
Monarda fistulosa (Wild Bergamot)
2
Penstemon digitalis (Tall White Beard tongue)
2
Rhus typhina (R. hirta) (Staghorn Sumac)
2
Schizachyrium scoparium ( Andropogon scoparius) (Little Bluestem)
2
Sorghastrum nutans (Indiangrass)
2
Verbena hastata (Blue Vervain)
1
Vernonia gigantea (V. altissima) (Giant Ironweed)
1
Viburnum dentatum (Arrow Wood)
1
TOTAL =
100
PERMANENT SEEDING
1. PERMANENT SEEDING WILL BE REQUIRED ONCE ALL PLANTING
OF TREE AND SHRUB SPECIES HAS BEEN COMPLETED WITHIN
THE PLANTING ZONE. PERMANENT SEEDING SHALL OCCUR IN
CONJUNCTION WITH TEMPORARY SEEDING WHEN APPLICABLE.
2. PERMANENT SEED MIX SHALL CONTAIN THE LISTED SPECIES AT
THE MINIMUM PERCENTAGE SHOWN.
3. SPECIES FOR THE PERMANENT SEED MIX WERE DERIVED FROM
RIPARIAN BUFFER MIX ERNMX -178 FROM ERNST CONSERVATION
SEEDS, PA.
4. PERMANENT SEED MIX SHALL CONTAIN A MINIMUM OF 20 OF
THE LISTED SPECIES IN THE MINIMUM PERCENTAGE SHOWN.
5. SEE TEMPORARY SEEDING GUIDELINES FOR SEEDBED
PREPARATION.
6. SEED MAY BE APPLIED WITH TEMPORARY SEED OR OVER
SEEDED WHEN TEMPORARY SEEDING HAS BEEN COMPLETED.
7. MULCH IF PERMANENT SEED IS SOWN DURING WINTER OR THE
TEMPORARY PLANTING IS NO LONGER PRESENT.
8. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS
LESS THAN 80% COVERAGE, OR WHERE EROSION OCCURS, AS
SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC
AS MUCH AS POSSIBLE.
9. SEE TEMPORARY SEEDING GUIDELINES FOR MAINTENANCE PLAN
10. PERMANENT SEED SHALL BE APPLIED IN ALL DISTURBED AREAS
AT A RATE OF 15 LBS /ACRE.
INVASIVE SPECIES CONTROL
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
COORDINATE THE AREAS WHERE INVASIVES ARE TO BE
REMOVED / TREATED WITH HERBICIDE WITH THE PROPERTY
OWNER, EASEMENT OWNER, AND THE DESIGNER.
2. REMOVE CHINESE PRIVET (LIGUSTRUM SINESE), MULTIFLORA
ROSE (ROSA MULTIFLORA), AND JAPANESE HONEYSUCKLE
(LONICERA JAPONICA) FROM THE DESIGNATED WOODED AREAS
(AS SPECIFIED IN NOTE #1) WITHIN THE BANK PARCEL AREA.
3
4.
TABLE 3 — TEMPORARY EROSION CONTROL SEEDING
SEASON
SEEDING DATES
ECOREGION
SPECIES
SCIENTIFIC NAME
RATE (LB /ACRE)
SOIL AMENDMENTS
MAINTENANCE
FALL
AUGUST 15 — JANUARY 1
PIEDMONT
ANNUAL RYE (GRAIN)
SECALE CEREALE
120
FOLLOW SOIL TESTS FOR
LIME AND 750 LB /ACRE OF
SEE TEMPORARY
SEEDING
LATE WINTER AND EARLY
JANUARY 1 — MAY 1
PIEDMONT
ANNUAL RYE (GRAIN)
SECALE CEREALE
120
SPRING
10 -10 -10 FERTILIZER
MAINTENANCE PLAN
SUMMER
MAY 1 — AUGUST 15
PIEDMONT
GERMAN MILLET
ECHINOCHLOA CRUSGALLI
40
KtrtKtNUL: Jm Olen, M. u. ea. I`Jono. Norm uaroilna trosion ana Jealment Uontroi Planning ana ueslgn Manual. Kalelgn, Nu: Norm uaroma Jealmentation uontroi uommission, Norm
Carolina , and the North Carolina Cooperative Extension Service. 511 pp. Section 6.10.1.
THE TRUNKS, BRANCHES, AND VINES OF THESE SPECIES WILL
BE BAGGED & REMOVED FROM THE SITE WITH MINIMAL
DISTURBANCE TO THE SOIL SURFACE.
LIQUID HERBICIDE CONTAINING GLYPHOSATE WILL BE APPLIED
TO ALL AREAS WHERE THE CHINESE PRIVET, MULTIFLORA
ROSE, AND JAPANESE HONEYSUCKLE HAVE BEEN REMOVED.
PLEASE NOTE THE USE OF HERBICIDES WILL REQUIRE THE
APPROVAL OF THE PROPERTY OWNER, EASEMENT OWNER, AND
THE DESIGNER. ONLY EPA APPROVED AQUATIC FORMULATIONS
SHALL BE USED, WITH THE FOLLOWING CHEMICALS BANNED
FROM USE:
• NON— AQUATIC HERBICIDES
• COPPER SULFATE
SHEET 4 OF 6
-O)g !�
� z
0z �
bW�d
LU4N0.
O W
O z M .a
M
W � a tiWm
W d
© z
w
Ua
O��
U��
s
0
Za�
U
co
O J
O a-
0-)
O w cn
I lk� c�
U Of Z
U r`
U O
o m
z
F w
v �
z
a m m o
McADAMS

INSERT BAR AT ANGLE SHOWN
AND PUSH FORWARD TO
UPRIGHT POSITION.
PUSH BAR FORWARD FROM
PLANTER FIRMING SOIL AT TOP
OF ROOTS.
DON'T EXPOSE ROOTS TO AIR
DURING FREEZE OR PLANT IN
FROZEN GROUND.
REMOVE BAR AND PLACE
SEEDLING AT CORRECT DEPTH
FILL IN LAST HOLE BY
STAMPING WITH HEEL.
PLANT SEEDLINGS UPRIGHT —
NOT AT AN ANGLE.
INSERT BAR TWO INCHES
TOWARD PLANTER FROM
SEEDLING.
FIRM SOIL AROUND SEEDLING
WITH FEET.
DO NOT BEND ROOTS SO
THAT THEY ANGLE UPWARDS
OUT OF THE GROUND.
DIBBLE DETAIL
NOT TO SCALE
PULL BAR TOWARD PLANTER
FIRMING SOIL AT BOTTOM OF
ROOTS.
TEST PLANTING BY PULLING
LIGHTLY ON SEEDLING.
ALWAYS PLANT IN SOIL —
NEVER LOOSE LEAVES OR
DEBRIS. PACK SOIL TIGHTLY.
PLANTING INSTRUCTIONS
PLANTING TECHNIQUES:
1. ENSURE THAT ROOTS, ONCE REMOVED FROM POT, ARE STRAIGHTENED AND FACE
DOWNWARD.
2. CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT.
3. PLACE PLANTS IN PIT INSURING ROOTS ARE FACING COMPLETELY DOWNWARD.
4. HEEL IN SOIL AROUND PLANT AND PROCEED TO NEXT PLANTING LOCATION.
5. NEWLY PLANTED PLANTS NEED TO BE FASTENED TO THE SUBSTRATE FOR THE
ESTABLISHMENT OF NEW ROOTS
6. ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION. ALL BROKEN OR FRAYED
ROOTS SHALL BE CUT OFF CLEANLY.
7. THE DIAMETER OF THE PITS FOR ALL VEGETATIVE STOCK SHALL BE AT LEAST THREE
TIMES THE DIAMETER OF THE ROOT MASS. PLANT PIT WALL SHALL BE SCARIFIED
PRIOR INSTALLATION.
8. SET THE PLANTS UPRIGHT, IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT
MASS SHOULD BE RESTING ON UNDISTURBED SOIL.
9. PLACE THE BACKFILL AROUND THE BASE AND SIDES OF THE MASS, AND WORK EACH
LAYER TO SETTLE BACKFILL AND TO ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS
APPROXIMATELY 3 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER OF THE
BACKFILL. WATER AGAIN AFTER PLACING FINAL LAYER OF BACKFILL.
10. BROKEN OR DAMAGED PARTS WILL BE CUT BACK TO UNDAMAGED TISSUE, LEAVING AS
MUCH GREEN BASAL TISSUE AS POSSIBLE ABOVE THE ROOTS. IF MORE THAN FIFTY
PERCENT (50 %) OF THE PLANT IS DAMAGED THEN CONTRACTOR SHALL REPLACE THE
PLANT.
CONTAINER STOCK /BARE ROOT:
1. STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG FOR THE ROOT SYSTEM TO
HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER ONCE REMOVED FROM
THE CONTAINER.
2. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY AND PLACED IN SHADY
CONDITIONS UNTIL PLANTING OCCURS.
3. BARE ROOT PLANTS ARE FOR IMMEDIATE PLANTING, OTHERWISE SEE D) BELOW.
4. IF BARE ROOTS SPECIMENS ARE NOT TO BE PLANTED WITHIN FOUR (4) DAYS,
TEMPORARY HOLDING OF BARE ROOT SPECIMENS ARE TO BE COVERED ENTIRELY BY A
SUITABLE MEDIUM (ETC. SOIL, SAWDUST, MULCH OR THE LIKE) AND WATERED
REGULARLY SO AS NOT TO DRY OUT.
PLANT LOCATIONS:
1. NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON PLAN EXCEPT WHERE
CHANGES HAVE BEEN APPROVED IN PROPOSED CONSTRUCTION.
2. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER OR
THE OWNER'S REPRESENTATIVE.
WATER:
WATER SHALL BE POTABLE AND SHALL NOT CONTAIN
ELEMENTS TOXIC TO PLANT LIFE.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. PER ONE TIME ONLY, APPLY LIME UNIFORMLY AND MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL— PULVERIZED, FIRM, RESONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON FRESHLY PREPARED SEEDBED AND COVER.
7. MULCH IMMEDIATLEY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.
9. CONSULT INSPECTOR ON MAINTENANCE TREATMENT AFTER PERMANENT
COVER IS ESTABLISHED.
SHEET 5 OF 6
-O)g !�
z
z�
bW�d
w 4
0.
0 z
W � a tiWm
W d
© z
w
Ua
O��
U��
s
0
Za�
U
co
O J
o
rn
o w u) r
I c�
U Z
u
u o
m
°z
F w
v �
z
a m m o
McADAMS

RIPARIAN BUFFER RESTORATION MONITORING PLAN
1. THE RIPARIAN BUFFER RESTORATION SITE WILL BE MONITORED FOR FIVE CONSECUTIVE YEARS OR UNTIL THE
REQUIRED SUCCESS CRITERIA HAS BEEN MET AS DETERMINED BY NC DWQ AND ECOENGINEERING.
MONITORING ACTIVITIES WILL BEGIN IMMEDIATELY FOLLOWING THE COMPLETION OF THE RIPARIAN PLANTING
PLAN IN ORDER TO ADDRESS ANY POTENTIAL PROBLEMS AS THEY OCCUR. IF QUESTIONS OR PROBLEMS
ARISE FOLLOWING THE SUBMITTAL OF THE MONITORING REPORTS TO THE APPROPRIATE AGENCY
REPRESENTATIVES, IF ISSUES OR PROBLEMS ARE IDENTIFIED, THE RECIPIENTS OF THE REPORT ARE
REQUESTED TO CONTACT THE OWNER (OR THE OWNER'S REPRESENTATIVE) FOR THE PURPOSE OF DISCUSSING
THE MONITORING DATA AND ASSOCIATED SUCCESS CRITERIA.
2. THE GOAL IS TO ESTABLISH A NATIVE FORESTED RIPARIAN PLANT COMMUNITY WITHIN A MINIMUM OF 50 FEET
FROM THE PROPOSED TOP OF THE BANKFULL CHANNEL ALONG WITH THE REMOVAL OF EXOTIC VEGETATION
DURING CONSTRUCTION IMPLEMENTATION AND THE ELIMINATION OF CURRENT EMBANKMENT MAINTENANCE
PRACTICES. THE REQUIRED BUFFER MITIGATION IS 7,256 SQUARE FEET AND WE ARE PROVIDING 7,500
SQUARE FEET.
3. THE PRIMARY FOCUS OF THE VEGETATIVE MONITORING WILL BE SOLELY ON THE TREE AND SHRUB STRATUM,
ALTHOUGH HERBACEOUS SPECIES ENCOUNTERED MAY ALSO BE RECORDED. THE TARGET DENSITY FOR THE
RIPARIAN BUFFER IS TO ESTABLISH A MINIMUM OF 320 STEMS PER ACRE AFTER 3 YEARS WITH NO MORE
THAN 10 % MORTALITY IN SUBSEQUENT YEARS OR A MINIMUM OF 260 — 320 STEMS PER ACRE AT THE END
OF THE 5 —YEAR MONITORING PERIOD. VEGETATION MONITORING WILL OCCUR BETWEEN AUGUST AND OCTOBER.
4. ALL MONITORING METHODOLOGIES FOLLOW THE MOST CURRENT TEMPLATES AND GUIDELINES PROVIDED BY EEP
(EEP, 2006; EEP, 2009). VEGETATION PLOT PHOTOGRAPHS WILL BE COLLECTED FOR EACH VEGETATION PLOT.
PHOTOGRAPHS WILL BE TAKEN AT HIGH RESOLUTION USING AN OLYMPUS FE -115 5.0 MEGAPIXEL DIGITAL
CAMERA. GPS LOCATION INFORMATION WILL BE COLLECTED USING A TRIMBLE GEO XT HANDHELD MAPPING
GRADE GPS UNIT. STREAM AND VEGETATION PROBLEM AREAS WILL BE NOTED IN THE FIELD ON AS —BUILT
PLAN SHEETS. VEGETATION MONITORING PLOTS WILL BE MARKED IN THE FIELD BY PLACING ORANGE
FLAGGING. MONITORING TAXONOMY FOLLOWS FLORA OF THE CAROLINAS, VIRGINIA, GEORGIA, AND
SURROUNDING AREAS (WEAKLEY 2007). STEM HEIGHT WILL BE MEASURED WITH A FOLDING ONE —METER RULE.
DIAMETER AT BREAST HEIGHT AND DECIMETER HEIGHT WERE MEASURED WITH CALIPERS. THE SURVIVAL DATA
WILL BE MONITORED USING SAMPLE PLOTS (USACE, 2003) AND IN ACCORDANCE WITH THE MOST RECENT
VERSION OF THE EEP DOCUMENT ENTITLED "CONTENT, FORMAT, AND DATA REQUIREMENTS FOR EEP
MONITORING REPORTS ".
PER THE MONITORING AND SUCCESS CRITERIA RE— PLANTING WILL BE CONDUCTED PER THE BUFFER
RESTORATION PLAN PROTOCOL, AS NEEDED, DURING THE MONTHS OF NOVEMBER THROUGH MARCH TO
ACHIEVE THE SUCCESS CRITERIA. IF QUESTIONS OR PROBLEMS ARISE FOLLOWING THE SUBMITTAL OF THE
MONITORING REPORTS TO THE APPROPRIATE AGENCY REPRESENTATIVES, IF ISSUES OR PROBLEMS ARE
IDENTIFIED, THE RECIPIENTS OF THE REPORT ARE REQUESTED TO CONTACT THE OWNER (OR THE OWNER'S
REPRESENTATIVE) FOR THE PURPOSE OF DISCUSSING THE MONITORING DATA AND ASSOCIATED SUCCESS
CRITERIA. IF THE SITE IS NOT FUNCTIONING AS EXPECTED A SITE VISIT WILL BE SCHEDULED WITH THE NC
DWQ SO THAT A REMEDIATION PLAN CAN BE CREATED AND IMPLEMENTED.
SHEET 6 OF 6
-O)g !�
z
bW�d
w 4 N�
0.
OO
z�
W � a tiWm
W d
©z m
w
U
a
0
U
z
aaz
0 O
�z
p
U
0
co
O J
O
rn
O w (n r
I c�
U Z
u
u o
5
m
w
L G. v1 D
McADAMS