20141314 Ver 1_401 Application_20141214

WITHERS RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
115 MACKENAN DRIVE
CARY, NORTH CAROLINA 27511
919.469.3340
FAX [phone]
T0: NC Division of Water Resources
512 N. Salisbury Street; 9`h Floor
Raleigh, NC 276o4
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
® Attached
❑ Prints
❑ Change order
LETTER OF 7RANSMMAL
DATE Dec. 19, 201
106 NO 02110263 00
ATTENTION Ms Karen Higgins
PHONE# [phone]
RE Montvale Subdivision
os Certification Application Packet
12/19/2014
02110263.00
❑ Under separate cover via
❑ Plans ❑ Samples
❑ Diskette ❑
the following Items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
12/19/2014
02110263.00
4ol Certification Application Packet w /Check
1
12/19/2014
02110263.00
CD of Application Packet
i
jz 19 Ml
02It9LV3,00
(% 5 ')0 tPr ►GA
THESE ARE TRANSMITTED as checked below.
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ Foryour use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Sizriature:
COPYTO: File SIGNED: Martin Richmond
if enclosures are not as noted, kindly notify us at once

WITHERS �� RAVENEL
December 17, 2014
US Army Corps of Engineers
Regulatory Field Office
Mr. David Schaffer
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
ENGINEERS I PLANNERS I SURVEYORS
NC Division of Water Resources
401 & Buffer Permitting Unit
Ms. Karen Higgins
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: Montvale Subdivision — NWP 29 PCN Submittal
Cary, Wake County
Corps AID #SAW -2013 -01346
W &R Project #02110263.00
Dear Mr. Schaffer and Ms. Higgins,
On behalf of Glennjan, LLC, we are requesting authorization from the USACE to use NWP 29 for 0.339
acres of permanent wetland impacts, 89 if of permanent stream impacts, and 102 if of temporary
stream impacts for construction of the proposed project. We are also requesting a 401 WQC from
NCDWR for the above referenced impacts.
The project is ±105 acres in size and is located east of the intersection of Earnest Jones Rd and Turtle
Creek Road in Cary, Wake County (Latitude: 35.803392 °N; Longitude: - 78.9255o6 °W). The project is
located in the Cape Fear River basin and onsite waters drain to Indian Creek. The Water Quality
Classification for Indian Creek is WS -IV; NSW and the Stream Index Number is: 16- 41- 1- 18 -(1). The
cataloging unit for the site is 03030002.
Proposed Proiect
The proposed project consists of the construction of a single- family residential subdivision and
associated required infrastructure (i.e. roads, utilities, greenways, stormwater management, etc.).
Project History
The Corps of Engineers issued a Jurisdictional Determination for the proposed project on February 7,
2014 (AID #SAW -2013- 01346).
115 MacKenan Drive I Cary, NC 275111 tel: [phone] fax: [phone]
www.withersravenet.com I License No. C -0832

Montvale Subdivision NWP 29 PCN
December 17, 2014
The Town of Cary issued a Buffer Determination Letter for the proposed project on May 3, 2013 (TCRB
12 -021). Please note that impacts to Jordan Lake Buffers will be permitted through the Town of Cary
as the delegated municipality.
Proposed Impacts
The proposed impacts consist of 0.339 acres of permanent wetland impacts, 89 if of permanent
stream impacts and 102 if of temporary stream impacts.
The proposed 0.339 acres of permanent wetland impacts are required for construction of a roadway
(Regent Oak Drive) (Impact 1), a proposed greenway (Impacts 5 & 6), and residential lots (Impacts 1,
2, 3 & 4). The 89 if of permanent stream impact is required for construction of a culverted greenway
crossing (Impact 8) and associated dissipater pad downstream of the culvert (Impact 9). The
proposed 102 if of temporary stream impacts (Impacts 7, 10 & 11) will occur from construction of
sanitary sewer lines servicing the subdivision.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and "waters" could be minimized.
Proposed permanent impacts have been minimized primarily to impacts necessary to construct a
road to access developable uplands, and impacts required for construction of four residential lots.
The alignment of Regent Oak Drive (Impact 1) is designed provide access to developable upland
areas to the east along Reserve Pine Drive. To minimize impacts, the road is located as close to the
southern property boundary as setbacks allow, and the crossing will occur perpendicular to the
wetland, minimizing the footprint of the impact.
Impacts 2, 3 and 4 (wetland) and a portion of Impact 1 (wetland) are necessary for construction of
four residential lots (Lots 34, 38, 39 & 40). The proposed development was originally designed with
164 lots, which was based the approved density of 1.8 units per acre (upa). The original design
would have required additional stream crossings for roads and utilities for the cluster development
design. Due to site constraints such as riparian buffers, streams, wetlands, stormwater
management requirements and the American Tobacco Trail easement, the site design has been
revised to propose 141 lots, which results in a density of 1.3 upa. The loss of 24 lots greatly
decreases the number of lots to offset development costs (i.e. site grading, utilities, stormwater
management, etc), which thereby increases both the construction costs per lot, and the selling price
of the lots in order for the project to be financially feasible. Therefore, the proposed 141 lots is the
minimum number of lots necessary to keep construction costs per lot down in order to keep the
individual lot selling prices within the range that the current real estate market will support. The
loss of any additional lots would increase individual lot costs above what the real estate market will
support, potentially rendering the project financially unfeasible.
Furthermore, the proposed wetlands to be impacted for construction of lots 38, 39 & 40 consist of
small linear, wetlands in crenulations whose hydrology is provided primarily by runoff from adjacent
uplands, with very little influence from groundwater fluctuations. The Town of Cary's stormwater
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Montvale Subdivision NWP 29 PCN
December 17, 2014
requirements in the Land Development Ordinance requires that all runoff from impervious areas be
captured and conveyed to BMPs for treatment prior to discharge. If these wetlands would have been
avoided by the site design, they would have been surrounded by lots, resulting in all runoff being
directed away from these wetlands, greatly reducing the drainage area and severing their natural
hydrologic source. As a result of the insufficient drainage area severely altering the hydrology, the
function of these wetlands would be secondarily impacted and eventually dry up and become
uplands. Therefore, the integrity and long term viability of these wetlands could not be maintained
in the post- development condition even if direct impacts would have been avoided. It was
determined that the functional value of these wetlands would be better served through the provision
of mitigation in a larger, significant wetland system within a mitigation bank or EEP mitigation
project.
Impacts 5 & 6 (wetland impacts) and 8 & 9 (stream impacts) are required for construction of the
greenway trail, which is required by the Town of Cary as part of the site plan approval. The proposed
greenway trail has been designed to meet the minimum 10' width and minimum backslopes as
required by the Town of Cary for public greenway trails. Furthermore, the greenway alignment at
Impacts 5 & 6 has been designed as close to the rear of the residential lots as allowed in order to
minimize wetland impacts. This alignment has minimized impacts to only the outer edge of this
wetland to prevent segmentation and depletion of the long term integrity of this wetland.
The culverted greenway crossing at Impacts 8 & 9 has been designed to cross the stream at a
perpendicular angle to minimize stream impacts. The bottom of the culvert will be installed below
the stream bed to allow for passage of aquatic life during periods of low flow. Furthermore, the
dissipater pad associated with the proposed greenway crossing has been designed for the rip -rap to
be installed with the top of the rip -rap matching the pre- construction elevation of the stream bed.
This design allows for the impacted stream areas to continue functioning as a natural stream by
maintaining natural water depths and allowing for passage of aquatic life.
Impacts 7, 10 and 11 (stream) are temporary, and necessary for the installation of a sanitary sewer
line servicing the subdivision. These lines will be installed through open cut installation. These
impacts have been designed to provide for a perpendicular crossing to minimize stream impacts.
After construction is complete, the stream bed and banks will be restored to pre- construction
contours.
Mitigation
Stream Mitigation
Permanent stream impacts for the project total 89 linear feet, and therefore, stream mitigation is not
currently proposed.
Wetland Mitigation
The applicant proposes to mitigate for the 0.339 acres of permanent wetland impacts through the
purchase of offsite mitigation credits at a 2:1 ratio, resulting in the purchase of 0.7o acres of riparian
wetland mitigation. The applicant will provide the 0.7o acres of proposed riparian wetland
mitigation credits through the purchase of a combination of 0.2o acres from Cripple Creek Stream &
WITHERS &_ RAVENEL
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Montvale Subdivision NWP 29 PCN
December 17, 2014
Wetland Mitigation Bank and o.5o acres from EEP. Copies of the letters of reservation from
Restoration Systems, LLC and EEP have been provided as an Appendix.
Stormwater Management Plan
The stormwater management plan consists of a combination of grassed swales and a wet detention
pond designed for 9o% TSS removal. The stormwater management plan will be reviewed and
approved by the Town of Cary, and final approval will be issued upon receipt of the 404/401
authorizations.
The current request is for 0.339 acres of permanent wetland impacts, 89 if of permanent stream
impacts and 102 if of temporary stream impacts (see the attached maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely,
Martin Richmond
Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization
• USGS Quad
• Wake County Soil Survey
• Corps JD
• Cripple Creek Letter of Reservation
• EEP Letter of Reservation
• Impact Exhibits
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D�0� WA r$9
�n r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
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 El Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: NWP 29 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Montvale Subdivision SF7 & SF9
2b.
County:
Wake
2c.
Nearest municipality / town:
Town of Cary
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Glennjan, LLC
3b.
Deed Book and Page No.
Book 012862 Page 00001
3c.
Responsible Party (for LLC if
applicable):
Glenn Futrell
3d.
Street address:
9407 Barton Creek
3e.
City, state, zip:
Raleigh, NC 27615
3f.
Telephone no.:
(919) 810 -0980
3g.
Fax no.:
3h.
Email address:
glenn(a.pirates- cove.com
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d. Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Martin Richmond
5b.
Business name
(if applicable):
Withers and Ravenel
5c.
Street address:
115 MacKenan Drive
5d.
City, state, zip:
Cary, NC 27511
5e. Telephone no.:
(919) 271 -0368 mobile [phone] (office)
5f.
Fax no.:
(919) 467 -6008
5g.
Email address:
mrichmond @withersravenel.com
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Wake Co PINs: 0724273554; 0724169863;
0724264873;0724268303
1 b. Site coordinates (in decimal degrees):
Latitude: 35.803392 Longitude: - 78.925506
1 c. Property size:
± 105 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Indian Creek; Stream Index: 16- 41- 1- 18 -(1)
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -IV; NSW
2c. River basin:
Cape Fear Basin (Jordan Lake Watershed): 03030002
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project site is currently undeveloped woodlands. General land use in the vicinity is a mix of undeveloped /agriculture
use and single - family residential subdivisions.
3b. List the total estimated acreage of all existing wetlands on the property:
±1.35 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
±7,000 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is construction of single - family residential subdivision and associated infrastructure
(i.e. roads, utilities, stormwater management, greenway trail, etc.)
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of the construction of 141 lot single - family residential subdivision and associated infrastructure.
Standard commercial construction equipment and techniques will be used to construct the proposed project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments: Jurisdictional Determination was issued by the
Corps February 7, 2014.
4b. If the Corps made the jurisdictional determination, what type
El Preliminary [I Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Withers & Ravenel
Name (if known): Troy Beasley
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps issued a JD on February 7, 2014 (AID# SAW- 2013 - 01346). A copy of the JD is provided as an Appendix with this
submittal.
The Town of Cary issued a Buffer Determination Letter on May 3, 2013. Impacts to Jordan Lake Riparian Buffers will be
authorized through Town of Cary as delegated municipality.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ® Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
The project will be constructed in Phases; however, impacts necessary for construction of the entire project are being
addressed under this PCN.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
Impact #1
Road Crossing
®Yes
ED Corps
® P ❑ T
and fill for
Headwater Forest
❑ No
® DWQ
0.130 acres
residential lot
Impact #2
Fill for residential
Headwater Forest
® Yes
® Corps
0.143 acres
® P El
lot
El No
® DWQ
Impact #3
Fill for residential
Headwater Forest
® Yes
® Corps
0.044 acres
® P El
lot
[_1 No
® DWQ
Impact #4
Fill for residential
Headwater Forest
® Yes
® Corps
0.017 acres
® P El
lot
❑ No
®DWQ
Impact #5
® P [_1 T
Fill for greenway
Fill
Headwater Forest
® Yes
[_1
® Corps
® DWQ
0.004 acres
Impact #6
® P El T
Fill
Fill for greenway
Headwater Forest
® Yes
El
® Corps
® DWQ
0.002 acres
2g. Total wetland impacts
0.339 acres
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Impact #8
Greenway
UT to Indian
❑ PER
® Corps
3 ft
41 If
® P El
Crossing
Creek
® INT
® DWQ
Impact #9
Rip Rap
UT to Indian
❑ PER
® Corps
3 ft
48 If
® P [:1 T
Dissipater
Creek
® INT
® DWQ
Total Permanent Stream Impacts
89 If
Impact #7
Sanitary Sewer
UT to Indian
® PER
® Corps
3 ft
21 If
[_1 P ® T
Line Crossing
Creek
[_1 INT
® DWQ
Impact #10
Sanitary Sewer
UT to Indian
® PER
® Corps
3 ft
31 If
❑ P ® T
Line Crossing
Creek
❑ INT
® DWQ
Impact #11
Sanitary Sewer
Indian Creek
® PER
® Corps
3 ft
50 If
❑ P ® T
Line Crossing
❑ INT
® DWQ
Total Temporary Stream Impacts
102 If
3h. Total stream and tributary impacts
191 If
3i. Comments: Impact #9 is permanent stream impact that will occur from installation of required rip -rap dissipater on
downstream end of culvert. Rip -rap will be installed with top of rip -rap matching the pre- construction contour of stream to allow
restoration of normal stream function.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑ PEI T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
re uired?
131 ❑P ❑T
❑Yes
❑ No
B2 ❑ PEI T
F-1 Yes
❑ No
B3 ❑P ❑T
F-1 Yes
❑ No
6h. Total buffer impacts
6i. Comments: Buffer impacts will be authorized through Town of Cary
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands
and "waters" could be minimized.
Proposed permanent impacts have been minimized primarily to impacts necessary to construct a road to access developable
uplands, and impacts required for construction of four residential lots.
The alignment of Regent Oak Drive (Impact 1) is designed provide access to developable upland areas to the east along
Reserve Pine Drive. To minimize impacts, the road is located as close to the southern property boundary as setbacks allow,
and the crossing will occur perpendicular to the wetland, minimizing the footprint of the impact.
Impacts 2, 3 and 4 (wetland) and a portion of Impact 1 (wetland) are necessary for construction of four residential lots (Lots
34, 38, 39 & 40). The proposed development was originally designed with 164 lots, which was based the approved density of
1.8 units per acre (upa). The original design would have required additional stream crossings for roads and utilities for the
cluster development design. Due to site constraints such as riparian buffers, streams, wetlands, stormwater management
requirements and the American Tobacco Trail easement, the site design has been revised to propose 141 lots, which results
in a density of 1.3 upa. The loss of 24 lots greatly decreases the number of lots to offset development costs (i.e. site grading,
utilities, stormwater management, etc), which thereby increases both the construction costs per lot, and the selling price of the
lots in order for the project to be financially feasible. Therefore, the proposed 141 lots is the minimum number of lots
necessary to keep construction costs per lot down in order to keep the individual lot selling prices within the range that the
current real estate market will support. The loss of any additional lots would increase individual lot costs above what the real
estate market will support, potentially rendering the project financially unfeasible.
Furthermore, the proposed wetlands to be impacted for construction of lots 38, 39 & 40 consist of small linear, wetlands in
crenulations whose hydrology is provided primarily by runoff from adjacent uplands, with very little influence from groundwater
fluctuations. The Town of Cary's stormwater requirements in the Land Development Ordinance requires that all runoff from
impervious areas be captured and conveyed to BMPs for treatment prior to discharge. If these wetlands would have been
avoided by the site design, they would have been surrounded by lots, resulting in all runoff being directed away from these
wetlands, greatly reducing the drainage area and severing their natural hydrologic source. As a result of the insufficient
drainage area severely altering the hydrology, the function of these wetlands would be secondarily impacted and eventually
dry up and become uplands. Therefore, the integrity and long term viability of these wetlands could not be maintained in the
post - development condition even if direct impacts would have been avoided. It was determined that the functional value of
these wetlands would be better served through the provision of mitigation in a larger, significant wetland system within a
mitigation bank or EEP mitigation project.
Impacts 5 & 6 (wetland impacts) and 8 & 9 (stream impacts) are required for construction of the greenway trail, which is
required by the Town of Cary as part of the site plan approval. The proposed greenway trail has been designed to meet the
minimum 10' width and minimum backslopes as required by the Town of Cary for public greenway trails. Furthermore, the
greenway alignment at Impacts 5 & 6 has been designed as close to the rear of the residential lots as allowed in order to
minimize wetland impacts. This alignment has minimized impacts to only the outer edge of this wetland to prevent
segmentation and depletion of the long term integrity of this wetland.
The culverted greenway crossing at Impacts 8 & 9 has been designed to cross the stream at a perpendicular angle to
minimize stream impacts. The bottom of the culvert will be installed below the stream bed to allow for passage of aquatic life
during periods of low flow. Furthermore, the dissipater pad associated with the proposed greenway crossing has been
designed for the rip -rap to be installed with the top of the rip -rap matching the pre- construction elevation of the stream bed.
This design allows for the impacted stream areas to continue functioning as a natural stream by maintaining natural water
depths and allowing for passage of aquatic life.
Impacts 7, 10 and 11 (stream) are temporary, and necessary for the installation of a sanitary sewer line servicing the
subdivision. These lines will be installed through open cut installation. These impacts have been designed to provide for a
perpendicular crossing to minimize stream impacts. After construction is complete, the stream bed and banks will be restored
to pre- construction contours.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Rip -rap dissipaters have been designed with top of the installed rip -rap matches the pre- construction elevation of the stream
bed. This design allows for the temporary impacted stream areas to continue functioning as a natural stream by maintaining
natural water depths and allowing for passage of aquatic life.
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
2c. If yes, which mitigation option will be used for this
project?
® Mitigation bank
Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Cripple Creek Stream & Wetland Mitigation Bank
3b. Credits Purchased (attach receipt and letter)
Type Riparian
Wetland
Quantity 0.20 acres
3c. Comments: The applicant will purchase 0.20 acres of riparian wetland mitigation within Cripple Creek Stream & Wetland
Mitigation Bank, with the remaining 0.50 acres being purchased from EEP.
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:
0.50 acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8of12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ❑ 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
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: Impacts to Jordan Lakes Riparian Buffers will be permitted through the Town of Cary as a delegated
municipality.
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Diffuse flow requirements will be reviewed /approved by the Town of
❑ Yes ® No
Cary during the Stormwater Management Plan review and Buffer Authorization.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
23.6%
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The stormwater management plan consists of a combination of wet detention ponds and constructed wetlands. The
stormwater management plan is being reviewed /approved by the Town of Cary.
® 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?
Town of Cary
® Phase II
3b.
Which of the following locally - implemented stormwater management programs
® NSW
F-1 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?
The Town of Cary is currently reviewing the Stormwater management Plan,
and final approval will be issued after receipt of the 404/401 Permit. A copy of
the Stormwater Management Plan approval from the Town of Cary will be
provided upon receipt.
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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
❑ 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 proposed project is situated in an area of Wake /Chatham Counties and the Town of Cary where land use is
transitioning from rural agricultural use to residential development. The proposed project is not anticipated to be a
catalyst for future development that could impact downstream water quality.
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.
Town of Cary — Western Wake WWTP.
Page 11 of 12
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?
W &R requested the GIS data from the NC Natural Heritage Program for all known occurrences of federally listed
threatened and endangered species within 2.0 miles of the project site. The NCNHP GIS data did not identify any known
occurrences of federally listed species within 1.0 miles of the project site. Furthermore, W &R conducted pedestrian
surveys to identify the presence of federally listed species and /or potential habitat. The pedestrian survey did not identify
any occurrences of federally listed species or critical habitat within or adjacent to the project boundary.
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?
There are no waters in Wake County classified as EFH.
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?
W &R reviewed the NC State Historic Preservation Office's online database, located at: http: / /gis.ncdcr.gov /hpoweb /, to
determine if there were any known historic or cultural resources within or in the vicinity of the proposed project. The
database review did not identify any known resources within the proposed project area. One resource, listed as John
Ferrell House (HPO Site ID: WA0990) is located at 1033 Ferson Rd, approximately 500 feet south of the project
boundaries. This resource is situated on a separate property parcel and will not be impacted by the project.
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:
8c. What source(s) did you use to make the floodplain determination? www.ncfloodma]Ds.com
Martin Richmond — W &R
Authorized Agent
12/18/14
Applicant/Agent's Printed Name
Applicant /Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION

WITHERS � RAVEH EL
ENG €VEERS I PLANNERS I SURVEYOR'S
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser /Owner GLENNJAN. LLC (Client) does hereby appoint Troy
Beasley / Withers & Ravenel Inc. as his, her, or it's agent for the purpose of petitioning the
appropriate local, state and federal environmental regulatory agencies (US Army Corps of
Engineers, NC Division of Water Quality, NC Division of Coastal Management, etc.) for: a) review
and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface
waters, riparian buffers, etc.) and /or; b) preparation and submittal of appropriate environmental
permit applications /requests for the_ Montvale Project.
The Client does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requests /applications and the required supplemental
materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or termination by
the Client.
Date:
Agent's Name, Address & Telephone: Signature of Client:
Troy Beasley /Withers & Ravenel. Inc.
(Name - nt) (Titl
1410 Commonwealth Drive Suite 101
Wilmin ton NC 28403 (Signature)
Tel. [phone]
Mailing Addr ss
if 7
City State Zip
Phone: _ `'/% C� �' /D
Email: alAM C 'rf'cc•�v�P' - ''
111 MacKenan Drive j Cary, NC 275111 teL: [phone] fax: [phone] www.withersravenel.com I License No. C -0832
1410 Commonwealth Drive I Suite 2011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
7011 Albert Pick Road 1 Suite G 1 Greensboro, NC 274091 tel: [phone] fax: [phone]

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MONTVALE WAKE SOIL SURVEY - SHEET 45 WITHERS &- RAVENEL
CHATHAM SOIL SURVEY - GREENLEVEL ENGINEERS I PLANNERS I SURVEYORS
CAKY WAKE COUNT Y NORTH CAROLINA

US ARMY CORPS OF ENGINEERS
JURISDICTIONAL DETERMINATION
FEBRUARY 7, 2014

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT •
Action Id. SAW- 2013 -01346 County: Wake U.S.G.S. Quad: NC -GREEN LEVEL
Property Owner:
Address:
Telephone Number:
Size (acres)
Nearest Waterway
USGS HUC
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Glennjan, LLC
Glenn Futrell
907 Barton Creek Road
Raleigh, North Carolina, 27615
919 - 810 -0980
105 Nearest Town Cary
Indian Creek River Basin Cape Fear
3030002 Coordinates Latitude: 35.8036
Longitude: - 78.9255
Location description: The subject property is located east of the intersection of Earnest Jones Road and Turtle Creek
I +arm Road (PINS: 0724243554, 0724169863, 0724264873, 0724268303, 1074191207, 0724195311, 0724281657,
0724189218, 0724182191 ,0724178697,0724176275).
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). If you wish, you may request
an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subj ect to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on February 7, 2014. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2
I-M

There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact David Shaeffer at 919 -554 -4884 X31 or
David .L.Shaeffer(iDusace.army.mil.
C. Basis For Determination: Based on information submitted by the applicant, the site exhibits criteria for
waters of the U.S. as defined in 33 CFR 328.3 the 1987 Wetland Delineation Manual the Relzional Supplement to
the 1987 Manual: Eastern Mountains and Piedmont v2.0, the Rapanos- Carabell Guidance, and Rellulatory
Guidance Letter 05 -05.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation /determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by April 8, 2014.
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Date: February 7, 2014 Expiration Date: February 7, 2019

The Wilmington District is committed to providing the highest level of support to the public. To help ors ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit htto: llger° 2, mwlxusace .crrrnv.jnil/survM.fxtnrf to
complete the survey online.
Copy fivaished:
Withers & Ravenel, Incorporated
Troy Beasley
1410 Common Wealth Drive, Suite 101
Wilmington, North Carolina 28403

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION,
If you have questions regarding this decision and /or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: David L. Shaeffer
CESAD -PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 1OM15
Atlanta, Georgia 30303 -8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportuni to 12artici 2ate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David Shaeffer, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303 -8801
Phone: [phone]

INDEX:
SHEET 1 — TITLE AND VICINITY MAP
SHEET 2 — INDEX OF SHEET NUMBERS
SHEETS 3 through 10 — WETLANDS LOCATION SHEETS
SHEET 11 — WETLANDS /STREAM COORDINATES
THE PURPOSE OF THIS MAP IS TO DEPICT THE HORIZONTAL
LOCATION OF THE JURISDICTIONAL WETLANDS. PROPERTY
MAY BE SUBJECT TO PROTECTIVE STREAM BUFFERS AS
DETERMINED BY GOVERNING MUNICIPALITY AT THE TIME
OF SITE PLAN APPROVAL.
NOTES:
1. AREAS COMPUTED BY COORDINATE METHOD
2. BASIS OF BEARING IS NC GRID NAD 63.
3. THIS PROPERTY IS NOT LOCATED IN A FEMA DESIGNATED FLOOD AREA
PER NORTH CAROLINA FLOOD INSURANCE RATE MAP #37200724001 WITH
A DATE OF 5102106. THE FLOODLINE SHOWN HEREON IS PER FLOOD
STUDY BY THIS FIRM.
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE
REPORT AND MAY BE SUBJECT TO ANY MATTERS THAT A FULL TITLE
SEARCH WOULD DISCLOSE.
AREA SUMMARY
TOTAL JURMDX71OWL WETLANDS
0.996 ACRES
STREAM LFWDTHS
INTERMITENT STREAM 11 - 1,036 LF
PERENNW. STREAM 12 = 3,540 LF
INTERU TETIT STREAM /3 — 334 LF
INTERMITTENT STREAM /4 — 123 LF
INTERMRTENT STREAM /5 - 166 LF
INTERMITTENT STREAM 17 — 24 LF
LEGEND:
LF
LINEAR FEET
CL (4)
CENTERLINE /WIDTH
WF
WETLAND FLAG
TT
TIE TO
CH
CHANNEL
PL
PROPERTY LINE
ST/STRT
START
I NT
INTERSECTION
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VICINITY MAP NOT TO SCALE
W&ft X* N/A MONTVALE SUBDIVISION
iBED Z ED GLENNJAN, LLC
n+.c sn1 MED 02110263 WHITE OAK TOWNSHIP WAKE COUNTY NORTH CAROLINA
JURISDICTIONAL WETLANDS MAP
WETLANDS /STREAM LOCATION
I, MICHAEL E. DICKERSON, PLS, DO HEREBY CERTIFY THAT
THIS MAP WAS PREPARED UNDER MY DIRECT SUPERVISION,
AND ACCURATELY DEPICTS THE LOCATIONS OF SECTION 404
JURISDICTIONAL AREAS AS DELINEATED BY WITHERS AND
RAVENEL, INC. OF CARY, NORTH CAROLINA.
pppo ®`o'4aQ00a00adpdao�6o
41 �.-- \ Age ["
MICHAEL E. DICKERSON, PLS L -3639 4 �+���'
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT WITHIN THE DESIGNATED INSET AREA,
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER
AREAS OF JURISDICTION MAY BE PRESENT ON THE SITE BUT HAVE
NOT BEEN DELINEATED. UNLESS THERE IS A CHANGE IN THE LAW
OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL.
SIGNATURE, U.S. ARMY
CORPS F ENGINEERS OFFICIAL
1 TITLE •nf43C ff II�11 r �, 4
S Army Corps DATE { 1 t
A Engineers. USACE ACTION ID
APPLIES TO SHE P 5 C E 1 V E C
AUG p 7 2013
RALEIGH REGULATORY
FIELD OFFICE
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INSINlERS 1 PLANNERS 1 SURVEYORS 1 OF 11
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3263
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STREAM POINT TABLE
STREAM POINT TABLE
STREAM POINT TABLE
STREAM POINT TABLE
STREAM POINT TABLE
°6° °a °nacanp
POINT
NORTHING
EASTiNG DESCRIPTION
POINT NORTHING
EASING DESCRIPTION
POINT
NORTHING
EASTING DESCRIPTION
POINT
NORTHING
EASTING DESCRIPTION
POINT NORTHING EASTING DESCRIPTION
° °°`, C aPQa0
1052
747129.3404
2022674.4115
CL 3
1178 747105.2006
2022986.1092
CL 4
1311
746451.6235
2023335.3112
CL 2
3185
748159.5496
2022196.9412
CLI
7
3321 749452.0645 2021267.3534 CLI 8
°
0 °°
1(k ARID °a
1053
1054
747136.7498
747147.9404
2022683.3137
2022690.3045
CL 3
CL 3
1179 747108.5937
1180 747103.5590
2023005.1089
2023024.2916
CL 4
CL 4
1312
1313
746444.3643
746429.3060
2023329.0686
2023328.9690
CL 2
3186
3187
748186.7703
748212.9879
2022187.7780
2022186.4159
CL1
7
3322 749462.2331 2021246.1696 CL1 5
oqc QQti
aq ggo(q.00aoc
°o.
f+�/ Oo
'�/ oa
1055
747165.9379
2022693.5076
CL 3
1181 747069.9790
2023038.6694
CL 4
1314
746418.3939
2023329.1826
CL 2
748224.4601
CLI
6
3323 749479.4725
2021232.4580 CLI 8
a° } °s(CSSIC
ao
747169.4342
2022684.5184
CL 3
3189
2022188.4417
CLI
9
3324 749505.5591 2021206.0289 CLI 8
�°
n
a
1056
1057
747176.1895
2022677.8137
CL 3
CL 3
1182 747061.2792
1183 747047.8632
2023044.9882
2023045.5930
CL 4
CL 4
1315
1316
746405.8444
746402.2982
2023330.7543
2023326.7213
CL 3
CL 3
3190
3191
748245.7036
748268.9402
2022193.2531
2022189.3988
CLI
CL)
7
6
3325 749530.5019 2021180.3982 CLI 12
3326 749552.2359 2021152.9162 CLI 7
aoa
q
e
S�L
q
1058
747179.8186
2022671.4236
CL 3
1184
747030.8597
2023054.0375
CL 6
1317
746398.6749
2023313.1849
CL 3
3192
748276.6734
2022184.6453
CLI
6
3327 749571.8303
2021127.5374
CLI 8
1059
747186.8896
2022668.3321
CL 3
1185 747020.9249
2023058.6348
CL 4
1318
746387.2032
2023313.3773
CL 3
3193
748278.8528
2022175.2600
CLI
7
3328 749590.4188 2021116.8398 CLI 8
°
L-3M
1060
747180.6530
2022762.6765
CL 4
1186 747008.4498
2023063.2893
CL 4
1319
746372.0970
2023341.8464
CL 3
3194
748291.8938
2022162.6866
CLI
7
3329 749602.7939 2021095.3265
CLI 7
1061
747187.1264
2022747.9301
CL 4
1187 746997.6778
2023076.2405
CL 4
1320
746363.8961
2023357.5017
CL 3
3195
748310.1724
2022140.8051
CLI
7
3330 749616.1407 2021078.0435 CLI 8
7062
1063
747189.4792
747182.4869
2022733.3885
2022717.5747
CL 4
CL 4
1188 747037.3703
1189 747040.1040
2023050.8041
2023056.3086
CL INT
CL 2
1321
1322
748113.5047
747046.7645
2022233.8800
2022592.0162
TTPL
CL 3
3196
3197
748317.8891
748340.0393
2022126.8467
2022117.9863
CLI
CLI
5
9
3331 749643.9276 2021060.5251 CLI 8
3332 749664.7572 2021050.1960 CL 7
00[� °aaaiZj •�q °O�Q,� =�4
w '�1 aag SU1�pa09aa�
1064
747181.0897
2022697.3714
CL 4
1790
747043.1155
2023076.1483
CL 2
2001
747115.4365
2022668.3765
CL 2
3198
748358.3755
2022102.4167
CLI
9
3333 749686.0721
2021014.7779
CL1 7
�e
1065
747188.2047
2022681.0012
CL 4
1191
747047.9018
2023093.5723
CL 2
2002
747099.8408
2022658.9002
CL 2
3203
748370.7986
2022101.0010
CLI
7
1066
747190.9743
2022656.3406
CL 4
1192 747046.6472
2023098.0633
CL 2
2003
747084.1236
2022648.9966
CL 2
3204
748398.8830
2022080.5803
CLI
9
to sets',
1067
747201.3139
2022647.1025
CL 4
1193 747054.6885
2023111.1759
CL 2
2004
747080.6409
2022639.6733
CL 2
3205
748429.2538
2022062.8949
CLI
8
1068
747217.6618
2022643.0655
CL 5
1194 747052.1573
2023120.8469
CL 2
2005
747070.5679
2022631.9180
CL 3
3206
748449.5202
2022057.4462
CLI
8
1069
747222.1725
2022648.5404
CL 7
1195 747064.8248
2023136.6989
CL 4
2006
747071.6574
2022625.4077
CL 2
3207
748464.3768
2022044.2380
CLI
9
1070
747231.0461
2022653.8914
CL 5
1196 747073.4131
2023137.8322
CL 2
2008
747067.1037
2022603.3818
CL 2
3208
748484.7490
2022036.2268
CLI
7
1071
747237.2683
2022653.4735
CL 5
1197 747082.0395
2023142.1661
CL 2
2010
747042.2973
2022585.0155
CL 4
3209
748490.4611
2022029.0926
CLI
3
WETLAND
POINT
TABLE
WETLAPID
1072
747246.6217
2022635.4964
CL 4
1198 747089.9727
2023144.1883
CL 2
2011
747038.7670
2022575.8810
CL 3
3210
748506.8122
2022009.1786
CLI
4
POINT TABLE
1073
747272.3467
2022630.0252
CL 4
1199 747096.8846
2023155.5050
CL 4
2012
747030.5144
2022574.3783
CL 2
3211
748518.0729
2022000.9053
CLI
4
NORTHING
EASTING
DESCRIPTION
NORTHING
EASTING DESCRIPTION
1074
747284.2093
2022640.3668
CL 4
1200 747103.3352
2023162.5231
CL 2
2013
747026.6825
2022566.5651
CL 2
3273
748543.1491
2021992.7694
CLI
6
746175.0606
2022633.4974 WF A18
746572.8138
2022368.6795
WF B15
1075
747292.0124
2022642.3352
CL 4
1204 747105.5589
2023169.5383
CL 2
2014
747013.4819
2022552.9304
CL 3
3215
748548.4806
2021980.3087
CLI
4
746219.9742
2022643.1106 WF A19
746597.6832
2022394.3732
WF 814
1076
747303.0128
2022633.8883
CL 4
1205 747104.2574
2023176.3596
CL 2
2015
747006.1037
2022542.4069
CL 4
3221
748567.1156
2021973.0644
CLI
4
746237.1711
2022667.7357 WF A20
746745.1829
2022530.6283
WF B26
1077
747309.3493
2022631.6320
CL 4
1206 747110.0790
2023182.4941
CL 2
2016
746998.1277
2022541.1117
CL 2
3222
748585.8256
2021977.1797
CLI
6
746260.2406
2022683.9661 WF A21
746783.5022
2022516.0053
WF 827
1078
747322.0699
2022639.4704
CL 4
1207 747111.7761
2023191.5274
CL 2
2017
746988.8911
2022541.2678
CL 2
3223
748595.8927
2021970.9166
CLI
4
746214.7767
2022676.2989 WF A7
746796.4020
2022496.7546
WF B28
1079
747333.1252
2022637.5863
CL 5
1208 747119.6272
2023203.6007
CL 2
2018
746981.3893
2022544.7184
CL 2
3224
748601.7006
2021963.6754
CLI
4
746177.9166
2022674.9122 WF A8
746798.7570
2022492.2693
WF B41
1080
747343.0677
2022632.6128
CL 5
1209 747119.5928
2023215.3862
CL 2
2019
746972.6609
2022543.2401
CL 2
3225
748620.0271
2021960.6493
CLI
4
746149.9484
2022642.2743 WF A17
746779.8527
2022464.5231
WF 829
1081
747351.2326
2022639.0450
CL 4
1210 747123.9096
2023227.8954
CL 3
2020
746967.6138
2022538.7297
CL 2
3226
748634.6970
2021965.7457
CLI
4
746124.2205
2022649.3535 WF A16
746782.2295
2022453.9263
WF 840
1082
747369.9401
2022642.6018
CL 4
1211 747122.8736
2023245.8531
CL 3
2021
746963.2474
2022539.2357
CL 2
3227
748638.8371
2021968.4793
CLI
1
746118.6570
2022682.8675 WF A9
746769.5148
2022424.8772
WF B39
1083
747388.0316
2022638.0308
CL 4
1212 747116.0175
2023257.0642
CL 2
2022
746960.7483
2022533.2209
CL 2
3229
748660.6740
2021973.8474
CLI
1
746093.0948
2022669.5419 WF A15
746788.7258
2022400.8114
WF 837
1084
747398.5545
2022628.4164
CL 4
1213 747106.0590
2023288.7667
CL 2
2023
746952.8070
2022522.4706
CL 2
3230
748670.8696
2021972.3621
CLI
1
746071.1142
2022668.5942 WF A14
746768.9654
2022380.9882
WF B36
1085
747420.1660
2022633.3172
CL 4
1214 747108.4009
2023294.8978
CL 2
2024
746942.6126
202251 Z 7059
CL 2
3231
748679.0508
2021965.5560
CLI
2
746058.4049
2022693.0577 WF AID
746763.5656
2022362.5205
WF B35
1086
747463.4222
2022634.8289
CL 4
1215 747101.6508
2023296.9406
CL 2
2027
746920.8610
2022520.0578
CL 2
3232
748681.0002
2021960.7993
CLf
1
748028.1594
2022696.3339 WF UPLAND DP
746750.4286
2022369.5720
WF 832
1088
747485.8823
2022632.6475
CL 5
1216 747101.1628
20233OZ 7429
CL 2
2028
746915.9726
2022518.9029
CL 2
3233
748680.0867
2021953.5990
CLI
1
746033.2943
2022676.3660 WF All
746749.7761
2022331.2426
WF B34
1089
747498.6098
2022634.3292
CL 5
1217 747090.5323
2023319.7286
CL 2
2029
746910.9018
2022511.3422
CL 2
3234
748684.1931
2021937.5812
CLI
2
746026.6863
2022651.0720 WF A13
746738.1275
2022339.5265
WF 833
1090
747522.6150
2022616.5157
CL 4
1218 747089.4548
2023328.0255
CL 2
2030
746904.6658
2022515.0412
CL 2
3235
748688.5355
2021914.7072
CLI
3
745994.5271
2022683.1847 WF Al2
746767.9673
2022407.4906
WF B38
1091
747532.6866
2022616.5248
CL 3
1219 747089.4439
2023341.0972
CL 3
2037
746888.1992
2022510.8404
CL 2
3236
748684.7080
2021906.5437
CLI
3
745986.2793
2022642.8972 WF A 13
746757.8850
2022412.5227
WF B31
1092
747544.4150
2022627.5042
CL 4
1226 746976.2860
2023094.5640
CL 4
2032
746871.0647
2022513.0222
CL 2
3237
748685.7626
2021895.3005
CLI
3
745951.9848
2022665.5786 WF A138
746764.6713
2022431.2553
WF B30
1093
747563.5881
2022629.0513
CL 4
1227 746968.1581
2023102.4501
CL 4
2033
746871.2780
2022520.5816
CL 2
3238
748690.4271
2021890.5689
CLI
1
745920.3511
2022692.5629 WF A73C
746817.1424
2022499.9105
WF 842
1094
747567.7753
2022622.5504
CL 7
1228 746950.0844
2023099.5482
CL 4
2034
746852.4009
2022523.5465
CL 2
3239
748694.8274
2021878.2759
CLI
3
745895.5495
2022709.3325 WF A13D
746858.6279
2022493.9673
WF 643
1095
747569.7199
2022614.0680
CL 7
1229 746946.0492
2023102.1326
CL 4
2035
746836.5655
2022529.6430
CL 2
3240
748713.6739
2021890.0586
CLI
2
745912.4972
2022723.3195 WF A 13
746886.8666
2022493.3755
WF 844
1096
747573.3372
2022593.7639
CL 4
1230 746942.7577
2023109.6892
CL 4
2036
746827.4454
2022531.9484
CL 2
3247
748716.7539
2021887.9162
CLI
1
745962.8827
2022696.1237 WF A13F
746893.0992
2022512.0904
WF B45 TTCH
1097
747571.2184
2022581.8757
CL 5
1231 746923.9836
2023118.3364
CL 3
2037
746817.2641
2022525.4024
CL 2
3242
748729.0217
2021887.6952
CLI
1
746267.7549
2022703.6173 WF A6
746954.4518
2022531.4281
WF B51 TTCH
1098
747576.5745
2022578.7010
CL 5
1232 746920.2850
2023123.4141
CL 3
2038
746809.9223
2022526.9324
CL 2
3250
748742.4224
2021882.6565
CL T
2
746308.0442
2022746.4517 WF A5
746959.1577
2022540.0102
WF B50 TTCH
1099
747581.3334
2022580.5528
CL 5
1233 746912.1190
2023127.7795
CL 3
2039
746803.1139
2022531.7877
CL 2
3251
748744.5865
2021874.7371
CL
2
746295.2819
2022765.4465 WF A4
746949.2226
2022553.4017
WF B49
1100
747584.0650
2022589.8503
CL 4
1234 746898.1686
2023129.4432
CL 3
2040
746793.2027
2022535.3337
CL 2
3252
748756.5489
2021868.1338
CLI
4
746303.0771
2022784.9255 WF A3
746928.1276
2022544.3435
WF 852
1101
747595.7798
2022588.7264
CL 4
1235 746890.2005
2023130.0851
CL 3
2041
746784.1101
2022534.6686
CL 2
3253
748773.7825
2021867.4060
CLI
4
746358.2268
2022755.7042 WF A2
746907.1432
2022556.8030
WF B48
1102
747602.8353
2022575.3048
CL 4
1236 746884.7989
2023127.2637
CL 5
2067
746776.2152
2022541.4452
CL 2
3254
748784.3278
2021853.8851
CLI
3
746377.2785
2022731.7303 WF Al TFCH
746874.6418
2022534.3886
WF B53
1103
747604.4471
2022559.4552
CL 4
1237 746880.8472
2023132.3739
CL 4
2068
746761.8881
2022545.4552
CL 2
3255
748797.8775
2021845.3351
CLI
5
746556.4040
2022579.9317 WF B59 TFCH
746866.2760
2022542.7871
WF 847
1104
747614.0661
2022552.2727
CL 3
1238 746874.4205
2023140.4663
CL 3
2069
746751.0453
2022544.7802
CL 2
3256
748811.4108
2021836.5803
CLI
3
746539.4556
2022566.3381 WF 191 ITCH
746861.9591
2022526.0020
WF B54 ITCH
1105
747620.6371
2022538.2291
CL 4
1239 746863.7273
2023150.3898
CL 3
2070
746743.7371
2022550.3107
CL 2
3257
748847.7290
2021824.9106
CLI
5
746543.1578
2022546.8839 WF B2
746854.2811
2022531.0377
WF B46 TTCH
1106
747629.6408
2022529.0722
CL 4
1240 746853.4957
2023157.1360
CL 3
2071
746738.7452
2022550.1750
CL 2
3258
748852.5756
2021812.8583
CLI
4
746568.0195
2022503.2200 WF B4
746750.2152
2023183.1954
WF C5
1107
747639.7515
2022529.8852
CL 4
1241 746848.7417
2023158.2162
CL 4
2072
746734.3662
2022553.9884
CL 2
3259
748860.9828
2021804.5725
CLI
6
746587.6793
2022519.8311 WF 83
746739.5740
2023164.7131
WF C6
1108
747648.6061
2022528.5997
CL 4
1242 746842.8704
2023163.2800
CL 3
2073
746712.3504
2022560.2121
CL 2
3262
748871.3745
2021808.7784
CL1
8
746559.5973
20224771282 WF B5
746771.5907
20231372525
WF C7
1111
747640.3753
2022644.1802
CL 2
1243 746834.2826
2023173.0635
CL 3
2074
746697.0052
2022561.3463
CL 2
3263
748875.3942
2021808.4349
CL
INT
746571.4120
2022476.6900 WF B6
746793.6256
2023105.9806
WF C8
1112
747648.4222
2022628.2666
CL 2
1257 746821.9822
2023175.6871
CL 6
2075
746680.2166
2022553.4704
CL 2
3272
748883.0596
2021803.7283
CO
12
746602.8263
2022490.0408 WF 87
746839.7001
2023097.4187
WF C9 TTC1
1113
747643.8643
2022606.7791
CL 2
1258 746815.9777
2023192.4617
CL 3
2076
746675.0157
2022543.8422
CL 2
3273
748899.4136
2021795.3219
CLI
8
746612.0472
2022505.1942 WF B8
746849.1171
2023105.1319
WF Cl
1114
747645.5169
2022586.1995
CL 2
1259 746808.5728
2023205.5233
CL 4
2078
746663.9823
2022548.8464
CL 2
3274
748916.1767
2021790.8437
CLI
8
746638.6571
2022502.1113 WF S9
746844.9396
2023129.1747
WF UPLND OP
1115
747648.7032
2022582.9741
CL 2
1260 746805.6845
2023212.1037
CL 6
2079
746644.0446
2022549.2652
CL 2
3275
748937.5319
2021790.4678
CLI
9
746658.5676
2022501.5764 WF 823
746824.7240
2023130.3910
WF C2
1116
747644.8630
2022578.5015
CL 2
1261 746800.5881
2023215.7929
CL 4
2080
746634.5712
2022553.3663
CL 2
3276
748955.3035
2021778.1584
CLI
9
746600.4746
2022572.6885 WF B58
746806.0558
2023160.1054
WF C3
1117
747644.8529
2022567.6764
CL 2
1262 746789.4478
2023222.5361
CL 4
2081
746625.9588
2022550.3839
CL 2
3277
748978.9542
2021761.7956
CLI
10
746662.7718
2022573.9685 WF B57
746783.4877
2023175.6034
WF C4
1118
747648.3769
2022556.3527
CL 2
1263 746787.3251
2023233.3913
CL 4
2082
746616.1625
2022548.7916
CL 2
3278
749003.6936
2021756.2939
CLI
6
746679.2383
2022540.2560 WF B24
748307.2398
2022121.4658
WF D1 TFCH
1119
747644.4552
2022542.7914
CL 2
1264 746780.7731
2023245.4503
CL 4
2083
746604.1921
2022553.0226
CL 2
3279
749029.4245
2021745.5219
CLI
6
746711.9930
2022551.1910 WF B25
748369.5765
2022063.4644
WF 02
1120
747634.6944
2022538.1152
CL 2
1265 746767.8533
2023261.1473
CL 3
2084
746592.6411
2022559.7519
CL 2
3280
749040.3197
2021740.4530
CLI
10
746703.4248
2022570.0407 WF 856
748508.6071
2022002.0318
WF D5
1121
747632.2369
2022532.3898
CL 2
1266 746751.8737
2023280.1398
CL 3
2085
748585.1447
2022559.1817
CL 2
3281
749058.8589
2021731.7276
CO
12
746717.2742
2022564.8547 WF B55 TFCH
748541.5454
2021983.5061
WF D6
1125
747658.1298
2022512.3335
CL 5
1267 746747.9908
2023285.3939
CL 6
2086
746580.6779
2022556.1593
CL 2
3282
749063.9285
2021717.2894
CL1
7
746656.0753
2022468.5713 WF B22
748471.3657
2022073.2662
WF D4
1126
747685.0208
2022495.2333
CL 5
1268 746749.5350
2023294.4573
CL 2
2087
746572.9874
2022556.7330
CL 2
3283
749065.1101
2021703.6024
CLI
9
746648.4028
2022473.4248 WF B10
748462.0287
2022006.2152
WF UPLND DP
1127
747697.3295
2022483.6833
CL 4
1269 746749.8515
2023299.0198
CL 2
2088
746566.3575
2022563.8930
CL 2
3284
749022.8536
2021743.9697
CL3
0.5
746677.0885
2022450.3359 WF B21
748443.6942
2022014.7917
WF D3
1128
747707.3856
2022486.1830
CL 4
1270 746738.2377
2023306.0596
CL 2
2089
746554.1898
2022563.7387
CL 2
3285
749015.6053
2021735.7695
CL3
0.5
746651.5354
2022444.9710 WF B11
748641.9130
2021957.6824
WF D8
1129
747714.0156
2022492.6716
CL 6
1271 746729.8406
2023327.4533
CL 3
2090
746544.4769
2022570.2016
CL 2
3286
749006.8267
2021723.2508
CL3
1
746648.3374
2022435.1139 WF B12
748738.1138
2021832.9746
WF D13 TTCH
1130
747729.0733
2022489.0333
CL 6
1272 746720.4607
2023332.8693
CL 3
2091
746545.5882
2022576.5817
CL 2
3287
748996.8604
2021717.2285
CL3
1
746626.3146
2022421.9124 WF B13
748726.1908
2021821.2088
WF D72
1131
747744.4195
2022498.5233
CL 6
1273 746704.5430
2023334.0320
CL 3
2092
746548.9192
2022583.3809
CL 2
3288
748986.5149
2021704.5629
CL3
1
746679.7255
2022421.1878 WF B20
748670.9014
2027811.4223
WF 011
1132
747770.6623
2022499.1743
CL 5
1274 746698.9019
2023330.2968
CL 3
2093
746546.6360
2022588.1342
CL 2
3289
748974.6191
2021694.9233
CL3
2
746677.2846
2022391.0181 WF B19
748644.4015
2021857.5640
WF D10
7133
747782.6377
2022493.9574
CL 4
1275 746695.1233
2023339.8400
CL 3
2094
746528.5710
2022590.2173
CL 2
3290
748965.3310
2021692.6940
CL3
2
746648.1396
2022370.3973 WF 818
748643.1925
2021920.1441
WF 09
1134
747804.8188
2022497.1619
CL 6
1276 746695.4827
2023344.3602
CL 3
2130
746524.3888
2022602.5574
CL 2
3291
748951.9935
2021678.3014
CL3
2
746620.6341
2022353.5482 WF B17
748907.1183
2021639.6468
WF S7 STCH LOW
1135
747817.1498
2022506.6022
CL 4
1277 747189.5935
2022668.6357
CL INT
2131
746505.7905
2022614.9006
CL 2
3292
748938.6790
2021668.3103
CL3
3
746586.1849
2022353.3500 WF B16
748571.6239
2021956.3852
WF D7
1136
747834.6936
2022508.5544
CL 4
1278 746755.1701
2023307.6873
CL 2
2132
746492.7370
2022630.7698
CL 2
3293
748926.2071
2021663.5147
CL3
3
746380.4815
2022727.3833
WF S -1
1737
747848.7385
2022490.0907
CL 4
1279 746754.6714
2023317.5877
CL 3
2733
746493.7390
2022635.8812
CL 2
3297
749082.0999
2027674.9645
CO
12
1142
747859.5920
2022487.4673
CL 3
1280 746758.2382
2023326.3345
CL 3
2734
746487.5810
2022642.7302
CL 2
3298
749105.1665
2021669.7769
CLI
10
1143
747871.0876
2022463.2672
CL 4
1289 746693.9143
2023345.1781
CL 3
2135
746485.6684
2022654.0849
CL 2
3299
749121.4703
2021656.1700
CL1
8
1144
747889.6381
2022456.6506
CL 4
1290 746671.2552
2023351.9126
CL 2
2136
746475.4690
2022657.3696
CL 2
3300
749137.6143
2021641.6977
CLI
9
1145
747898.9956
2022463.9194
CL 6
1291
746658.4367
2023365.1976
CL 2
2137
746470.8683
2022663.8553
CL 2
3301
749158.8696
2021614.9881
CLI
9
1146
747909.2429
2022455.4884
CL 4
1292 746642.1657
2023368.2055
CL 2
2138
746468.3411
2022674.5354
CL 2
3302
749181.1457
2021589.3182
CLI
7
1147
747914.0744
2022451.8421
CL 4
1293 746623.8754
2023378.7593
CL 2
2139
746449.2453
2022690.9839
CL 2
3303
749199.5375
2021577.5233
CLI
7
1148
747928.4897
2022452.0301
CL 4
1294 746614.7927
2023393.9000
CL 2
2140
746428.9794
2022697.6875
CL 2
3304
749215.2347
2021556.6411
CLI
6
1149
747940.6031
2022445.4062
CL 4
1295 746604.4463
2023411.6878
CL 3
2141
746415.9193
2022711.5277
CL 2
3305
749235.7742
2021551.3264
CO
7
7150
747945.2513
2022445.3000
CL 4
1296 746590.0124
2023413.0287
CL 3
2142
746398.9044
2022720.5222
CL 2
3306
749254.3894
2021536.7631
CO
8
R E C
E I V E C
1164
747179.5691
2022767.9583
CL 4
1297 746583.8595
2023410.7046
CL 3
2143
746390.3278
2022728.9751
CL2
3307
749266.1436
2021523.5025
CO
5
Y
1165
747181.5972
2022796.4373
CL 4
1298 746584.6132
2023404.9775
CL 3
2144
746380.4815
2022727.3833
CL2
3308
749274.5161
2021503.2169
CLI
7
1 166
1167
747176.8736
747179.5201
2022806.7552
2022812.8311
CL 4
CL 4
1299 746588.3326
1300 746577.1891
2023393.1551
2023386.8521
CL 3
CL 2
2145
2146
746365.6738
746356.9954
2022720.9398
2022725.2812
POINT
POINT
3309
3310
749299.6827
749311.9191
2021480.6233
2021456.5635
CLI
CLI
9
7
AUG
0 7 2013
1168
747173.3475
2022821.3981
CL 4
1301
746564.5727
2023399.6763
CL 2
2155
746349.2199
2022727.1365
POINT
3312
749326.3846
2021427.8853
CLI
7
1169
747180.1229
2022856.4935
CL 4
1302 746549.6967
2023401.1676
CL 2
2156
746334.8081
2022730.7058
POINT
3313
749344.2143
2021405.7569
CO
8
1170
747180.7956
2022880.4417
CL 4
1303 746533.1429
2023388.2052
CL 2
2157
746319.2147
2022728.7361
POINT
3314
749354.3160
2021375.3112
CLI
5
RALEIGH
REGULATORY
7171
747182.2529
2022897.5315
CL 4
1304 746510.9234
2023379.7864
CL 2
2158
746310.3310
2022727.0634
POINT
3315
749375.7130
2021363.5390
CLI
8
1172
747167.8917
2022913.1999
CL 4
1305 746495.1022
2023378.0557
CL 2
2159
746290.6144
2022711.2662
POINT
3316
749391.5068
2021348.5962
CL1
8
FIELD
OFFICE
1173
747140.0346
2022932.6390
CL 4
1306 746480.6611
2023381.1189
CL 2
2160
746276.4014
2022699.1229
POINT
3317
749407.1204
2021326.6063
CL1
7
1174
747143.4138
2022951.7187
CL 6
1308 746471.4056
2023372.3562
CL 2
2161
746269.6745
2022687.4858
POINT
3318
749420.5353
2021296.0289
CO
7
1175
747138.8330
2022957.4645
CL 5
1309 746466.8618
2023358.9941
CL 2
3101
746377.2817
2022723.0587
POINT
3319
749425.2911
2021277.0466
CO
4
1177
747124.3573
2022958.1191
CL 4
1310 746458.4581
2023353.5050
CL 2
3184
748136.8692
2022215.5731
CO 9
3320
749436.7896
2021273.4777
CLI
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MONTVALE SUBDIVISION
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MITIGATION LETTERS OF RESERVATION
Restoration Systems, LLC
NC Ecosystem Enhancement Program

Mitigation Credit Reservation Confirmation Letter
Statement of Availability
December 10, 2014
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
CESAW -RG -R
3331 Heritage Trade Center, Ste. 105
Wake Forest, NC 27587
Re: Reservation of Compensatory Mitigation Credits
Project: GLENNJAN, LLC —Glenn Futrell
Corps AID #:
This document confirms that Glenn Futrell (Applicant) has reserved for purchase 0.2 riparian wetland mitigation
credits from the Cripple Creek Stream & Wetland Mitigation Bank.
Restoration Systems (RS) attests to the fact that 0.2 riparian wetland mitigation credits are currently available for
immediate transfer from its Official Bank Credit Ledger to Applicant and that as of this date RS has placed 0.2 riparian
wetland mitigation credits into "no- sale " - reservation status under the name of the project referenced on this
document (Project).
These credits will remain in reservation status until payment in full is received from the Applicant, resulting in the
issuance of a Transfer of Mitigation Responsibility form by RS acknowledging that the applicant has fully secured
credits from the bank and RS has accepted full responsibility for the mitigation obligation requiring the credits. If RS
does not receive payment in full for the Mitigation Credits within thirty (30) prior to the initiation of Project
construction, RS has the right to terminate this Reservation Letter, in which case RS will have no further obligation
to provide mitigation credits to the Applicant.
RS will issue the Transfer Certificate within five (5) days of receipt of the Purchase Price. RS shall provide to Applicant
the Transfer form debiting credits from the Bank Official Credit Ledger showing the permit number and the resource
type secured by the applicant, and will send an a copy of the Transfer Certificate with an updated Official Credit
Ledger to regulatory agencies showing the proper documentation.
If any questions need to be answered, please contact me at 919 - 334 -9123
Thanks,
�. f& /� xr`
Tiffani Bylow
Project Manager
Restoration Systems, LLC

Pat McCrory
Governor
Glenn Futrell
Glennjan, LLC
9407 Barton Creek Road
Raleigh, NC 275615
Project: Montvale Subdivision
N+CDENR
North Carolina Department of Environment and Natural Resources
Michael Ellison, Director John E. Skvarla, III
Ecosystem Enhancement Program Secretary
December 18, 2014
Expiration of Acceptance: June 18, 2015
County: Wake /Chatham
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please
note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation
for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be
approved. You must also comply with all other state federal or local government permits regulations or authorizations associated
with the proposed activity including SL 2009 -337: An Act to Promote the Use of Com enp satory Mitigation Banks as amended by
S.L. 2011 -343.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit /401 Certification /CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In-
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed.at www.nceep.net.
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation
are summarized in the following table. The amount of mitigation required and assigned to NCEEP for this impact is determined by
permitting agencies and may exceed the impact amounts shown below.
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed
in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010.
Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at
(919) 707 -8915.
Sincerely,
0"a sivq X.
James. B Stanfill
Asset Management Supervisor
cc: Karen Higgins, NCDWR Wetlands /401 Unit
David Schaffer, USACE- Raleigh
Cherri Smith, NCDWR- Raleigh
Martin Richmond, agent
1652 Mail Service Center, Raleigh, North Carolina 27699 -1652
Phone: 919 - 707 -8976 \ Internet: www.ncdenr.gov
An Equal Opportunity \ Affirmative Action Employer- Made in part by recycled paper
River
CU
Stream (feet)
Wetlands (acres)
Buffer I
Buffer II
Basin
Location
S
( q. Ft. )
(Sq. Ft.)
Cold
Cool
Warm
Riparian
Non - Riparian
Coastal Marsh
Impact
Cape Fear
03030002
0
0
0
Up to
0
0
0
0
0.339
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed
in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010.
Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at
(919) 707 -8915.
Sincerely,
0"a sivq X.
James. B Stanfill
Asset Management Supervisor
cc: Karen Higgins, NCDWR Wetlands /401 Unit
David Schaffer, USACE- Raleigh
Cherri Smith, NCDWR- Raleigh
Martin Richmond, agent
1652 Mail Service Center, Raleigh, North Carolina 27699 -1652
Phone: 919 - 707 -8976 \ Internet: www.ncdenr.gov
An Equal Opportunity \ Affirmative Action Employer- Made in part by recycled paper

IMPACT EXHIBITS

NFw VICINITY MAP
O� cH F
Z � Q
O
F
G
�C SITE CUFF
WETLAND & STREAM IMPACT SUMMARY
MAP
1IMPACT#1
PERMANENT
WETLANDIMPACT
(AC)
PERMANENT
WETLANDIMPACT
(SF)
TEMPORARY
WETLANDIMPACT
(AC)
TEMPORARY
WETLANDIMPACT
IS F)
PERMANENT
STREAMIMPACT
(LF)
TEMPORARY
STREAM IMPACT
(LF)
A
1
0.130
5,675
-
-
B
2
0.143
6,216
-
-
-
-
3
0.044
1,896
4
0.017
732
-
-
-
C
5
0.004
178
-
-
-
6
0.002
69
-
-
-
-
7
-
-
21
D
1 8
41
9
48
-
E
10
31
F
11
-
-
-
-
-
50
TOTALS
1 0.339
14,766
0.000
0
89
52
/ #6/�/
MAP C
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IMPACT#
F
o�
O
PERMANENT
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(SF)
oa
TEMPORARY
WETLAND IMPACT
(SF)
PERMANENT
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(LF)
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0.130
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-
-
-
-
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1 SITE
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MAP
IMPACT#
PERMANENT
WETLAND IMPACT
(AC)
PERMANENT
WETLAND IMPACT
(SF)
TEMPORARY
WETLAND IMPACT
(AC)
TEMPORARY
WETLAND IMPACT
(SF)
PERMANENT
STREAM IMPACT
(LF)
TEMPORARY
STREAM IMPACT
(LF)
A
1
0.130
5,675
-
-
-
-
B
2
0.143
6,216
-
-
-
-
3
0.044
1,896
4
0.017
732
C
5
0.004
178
-
-
-
-
6
0.002
69
-
-
-
-
7
-
-
21
D
8
41
_
9
48
_
E
10
31
F
11
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TOTALS
0.339
14,766
0.000
0
89
52
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IMPACT #1
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GRAPHIC SCALE
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/
WETLANDS
II
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ig
IMPACT #3
PERMANENT WETLAND IMPACT
0
0.044 AC (1,896 SF)
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I
0
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IMPACT #2
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PERMANENT WETLAND IMPACT
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No.
Revision
Date
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AT
Date
, .zoo o5/15/14
MONTVALE SUBDIVISION SF7 & SF9
IMPACT EXHIBITS
Town of Cary Wake County North Carolina
IMPACTS #2, & #4
�
WITHERS &- R"ENEL
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I M PACT #7 \
\ \ TEMPORARY STREAM IMPACT
21 LF (48 SF)
j \ \
G
29 \\ \
\ \ ss,
WETLANDS \ IMPACT #6 \
� \ PERMANENT WETLAND IMPACT
0.002 AC (69 SF)
IMPACT #5 \
> PERMANENT WETLAND IMPACT \
0.004 AC (178 SF)
LIMITS OF GRAPHIC SCALE
DISTURBANCE so o is so
No. Revision Date B y sale
JET o5/15/14 , .zoo MONTVALE SUBDIVISION SF7 & SF9 WITHERS &— R"ENEL
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PROPOSED
GREENWAYI
APRON SIZE (30'X 35'X 18 ")
308
307
308
305
304
303
302
301
300
299
298
40 -30 -20 -10 0 10 20 30 40
10 +00
CROSS SECTION AT HW 200
-40 -30 -20 -10 0 10 20 30 40
10 +39
CROSS SECTION AT HW 201
TOP OF RIP RAP —J GRAPHIC SCALE
TO MATCH
PRE — CONSTRUCTION 30 0 15 30
STREAM CONTOUR
RIPRAP APRON DETAIL
NTS
No. Revision Dale 1 By I '11T1er �
Vol I JET si, .m0 MONTVALE SUBDIVISION SF7 & SF9 WITHERS & R"ENEL
�rwney ate IMPACT EXHIBITS IMPACTS #8 & #9 D
JET 05 15 l4
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297.9-
IN
.;
308
307
308
305
304
303
302
301
300
299
298
40 -30 -20 -10 0 10 20 30 40
10 +00
CROSS SECTION AT HW 200
-40 -30 -20 -10 0 10 20 30 40
10 +39
CROSS SECTION AT HW 201
TOP OF RIP RAP —J GRAPHIC SCALE
TO MATCH
PRE — CONSTRUCTION 30 0 15 30
STREAM CONTOUR
RIPRAP APRON DETAIL
NTS
No. Revision Dale 1 By I '11T1er �
Vol I JET si, .m0 MONTVALE SUBDIVISION SF7 & SF9 WITHERS & R"ENEL
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JET 05 15 l4
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X,
10'
PROPOSED 10.0'
GREENWAY (TYP)
/SS
/SS
EX. WETLANDS
ILI
5o N�3
do
ti
� STREAM
ti
G>►
2
/ IMPACT #10
TEMPORARY STREAM
IMPACT
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I'
II /
,4
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\ SS
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No.1 Revision Date by 1 sale
JET I- zoo IMPACT EXHIBITS 7 & WITHERS &- R"ENEL 11,11 N11
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JET 05 15 l4
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ET oz,loz53.00 Town of Cary Wake County North Carolina
MacKenan Drive Cary, North Carolina III II ref. 919- 4G9-40 Liceiue No. CO832

11
PROPOSED 10.0'
GREENWAY (TYP)
.�O
.VO
k.Wf
4JW4
F
Al*
1O�STREAM
(TYP)
/X
Ln
ASS \
SS \
� S
IMPACT #11 \ s\ \
TEMPORARY STREAM \ \ \
I M PACT
\ 50 LF (112 SF) \ \
STREAM
(TYP)
35' TO
UTILITY EASEMENT
GRAPHIC SCALE
30 0 15 30
No.1 Revision Date by 1 sale
JET I- zoo IMPACT EXHIBITS 7 & WITHERS &- R"ENEL ,hF " "-
°rwo ev ° °'e IMPACT # 11
JET 05 15 l4
cn�ea "o_ ENGINEERS 1 PLANNERS I SURVEYORS
ET 021102 53.o0 Town of Cary Wake County North Carolina
Liceiue No. CO832