20150718 Ver 1_Riparian Buffer Authorization_20150721

LETTER OF TRANSMITTAL
To: Ms. Karen Higgins
NC Division of Water Resources
512 N. Salisbury Street
Raleigh, North Carolina 27604
919- 807 -6360
Re: Villages at Lake Boone Trail
Neuse River Buffer Authorization
I am sending you the following item(s):
COPIES DATE NO.
3
These are transmitted as checked below:
❑ As requested
® For approval
❑ For review and comment
Remarks:
Copy to:
Raleigh- Durham
2905 Meridian Parkway
Durham, North Carolina 27713
(919) 361 -5000
J
MCADAMS
Date: July 21, 2015
HAND DELIVER
Job No.: TBR -14000
DESCRIPTION
Neuse River Authorization Packages
❑ For your use
George eorge Buchholz, REM, PWS
Environmental Consultant
Charlotte
11301 Carmel Commons Blvd., Suite 111
Charlotte, North Carolina
(704) 527 -0800
Designing Tomorrow's Infrastructure & Communities
McAdamsCoxom

July 21, 2015
Ms. Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, North Carolina 27604
2 0 y 50 T
18
Re: Neuse Buffer Authorization & Neuse River Buffer Determination
Villages of Lake Boone Trail — Phase I
Wake County, North Carolina
TBR -14000
Dear Ms. Higgins:
On behalf of TBR Lake Boone Owner LLC /TR, we are applying for a Neuse
River Riparian Buffer Authorization for permanent impacts to Zone 1 and
Zone 2 of the Neuse Buffer associated with a future 20 foot wide pedestrian
bridge access path is proposed through the Neuse River Buffer. In addition,
we are requesting a Neuse River Buffer Determination for the proposed
project. The proposed project is an approximately 34 acre existing apartment
complex on the north side of Lake Boone Trail between the I -40 Beltway and
Blue Ridge Road within Wake County, North Carolina. The project site is
located within the Neuse River Basin (HUC 03020201) and the unnamed
tributary to House Creek has a NCDWR Water Quality Classification of Class
C and Nutrient Sensitive Waters (DWR Index Number 27- 33 -13). The
proposed project involves the redevelopment of the existing apartment
complex within Phase I of the Villages of Lake Boone Trail. More
specifically, the existing apartment complex will be demolished, which will
remove existing impervious surfaces that currently encroach into the Neuse
River Buffer, and a future 20 foot wide pedestrian bridge access path is
proposed through the Neuse River Buffer.
McAdamsCo.com Designing Tomorrow's Infrastructure & Communities
The following items are included in this Neuse Buffer Authorization
application package:
The John R. McAdams
• Signed Agent Authorization
Company, Inc.
• Stream Origin/Buffer Applicability Determination Form
• Riparian Buffer Authorization Form
Raleigh / Durham, NC
• Fig. 1 - USGS Quad — Raleigh West
2905 Meridian Parkway
• Fig. 2 - Wake County Soil Survey Sheet 48
Durham, North Carolina 27713
(919)361 -5000
• USACE Jurisdictional Determination USACE Action Id:
(
SAW - 2013- 01066; June 12, 2013)
• Email correspondence (July 20, 2015)
Charlotte, NC
• Fig. 3.1 - Existing Conditions Map (Proposed Demolition Plan)
11301 Carmel Commons Blvd.
Suite 111
Charlotte North Carolina 28226
(704) 527 -0800
McAdamsCo.com Designing Tomorrow's Infrastructure & Communities

Ms. Karen Higgins
Villages of Lake Boone Trail — Phase I
July 21, 2015
Page 2 of 5
• Inset 1 — Area to be Removed from Neuse River Buffer
• Fig. 4.1 — Site Plan
• Inset 2 — Proposed Pedestrian Bridge Impact
• Stormwater Impact Analysis and Preliminary Design of
Stormwater Management Facility
STREAM MAPPING: McAdams Company, Inc. conducted a jurisdictional
wetland and stream delineation of the project site. The U.S. Army Corps of
Engineers issued a Jurisdictional Determination and plat on June 12, 2013
(USACE Action Id: SAW- 2013 - 01066). Coordination was initiated by
McAdams on January 31, 2013 with Martin Richmond (DWR representative)
regarding a Neuse River Buffer determination; however, correspondence from
DWR was not received (see attached July 20, 2015 email correspondence).
PROPOSED PROJECT /IMPACTS: The proposed project involves the
demolition of the existing apartment units and creation of new apartment
units, retail, associated utility, parking, and roadway improvements. In
addition, approximately 5,043 square feet (0.12 acres) of the existing
encroachments within Neuse River Buffers will be removed as part of the
demolition plan. Revegetation of the Neuse River Buffer with native plant
species will occur in these areas in accordance with procedures outlined in
Guidelines for Riparian Buffer Restoration (NCEEP 2004). The project also
proposes to include a future 20 foot wide pedestrian bridge access path across
the Neuse River Buffer and the unnamed tributary to House Creek. The
greenway/hiking trail access path is proposed to provide connectivity between
Phases 1 and 2. The proposed pedestrian bridge, and associated footers, will
be located outside the top of bank of the unnamed tributary to House Creek;
and therefore, there are no stream impacts proposed associated with Phase 1
activities. As a result, Neuse River Buffer impacts in the form of 1,215 square
feet in Zone 1 and 805 square feet in Zone 2 are proposed. Additional impacts
within the Neuse River Buffer associated with Phase 1 activities are not
proposed. Traditional equipment will be used, including front -end loaders,
graders, and earth movers.
TOTAL_ BUFFER IMPACTS:
Buffer Impact Type Zone 1 impact
(square feet)
Greenway /Hiking 1,215
Trail
TOTAL
TBR -14000
1,215
Zone 2 impact
(square feet)
805
805

Ms. Karen Higgins
Villages of Lake Boone Trail — Phase I
July 21, 2015
Page 3 of 5
AVOIDANCE and MINIMIZATION: The proposed project involves the
demolition of the existing apartment units within Phase 1. In 1972,
approximately 5,043 square feet (0.12 acres) of the existing apartment
complex was constructed within the Neuse River Buffer prior to issuance of
the Neuse River Buffer Regulations within Phase 1. The proposed site plan of
a new apartment units complex within Phase 1 is located outside the Neuse
River Buffers. Revegetation of the Neuse River Buffer with native plant
species will occur in demolished areas in accordance with procedures outlined
in Guidelines for Riparian Buffer Restoration (NCEEP 2004).
A future 20 foot wide pedestrian bridge access path is proposed to be
constructed through the Neuse River Buffers. The proposed pedestrian bridge
will be an aerial crossing of the unnamed tributary to House Creek at a near
perpendicular angle. The proposed pedestrian bridge, and associated footers,
will be located outside the top of bank of the unnamed tributary to House
Creek; and therefore, there are no stream impacts proposed associated with
Phase 1 activities. Although there are unavoidable Neuse River Buffer
impacts associated with the greenway/hiking trail access path, impacts to the
Neuse River Buffers have been minimized by crossing at a near perpendicular
angle. In addition, the stream feature (unnamed tributary to House Creek)
from which the Neuse River Buffers are established is avoided.
Excluding proposed impacts associated with the greenway/hiking trail access
path in Zone 2 of the Neuse River Buffer, it is anticipated that approximately
4,238 square feet (0.09 acres) of Zone 2 will be reestablished with the
proposed revegetation activities.
DIFFUSE FLOW: All concentrated flows are directed into existing storm
drainage; therefore, diffuse flow requirements are satisfied.
STORMWATER MANAGEMENT:
Hydrology
Per City of Raleigh stormwater management regulations, peak flow rate
detention is required for the 2 -year and 10 -year storm events for the site area
only. Even though the site rests within the separate drainage areas that pass
through the site, the detention analysis compares pre -vs post - development
peak flow rates from the site only at the analysis points.
The site has been divided into three subbasins draining to three points of
analysis: POA 1 (eastern property line), POA 2 (eastern property line), and
TBR -14000

Ms. Karen Higgins
Villages of Lake Boone Trail — Phase I
July 21, 2015
Page 4of5
POA 3 (near the southeastern property corner). Phase I incorporates a portion
of the onsite area in the drainage area to POA 2 and all the onsite area in the
drainage area to POA #3.
An analysis of pre- vs post - development runoff rates in the 2- and 10 -year
storm events has demonstrated that detention is required for both POA 2 and
POA 3. (Since the drainage area to POA 1 does not fall within the Phase I
property boundary, a pre- vs post- development analysis of POA 1 was not
provided.) For the purposes of this site plan submittal, preliminary sizing and
routing of two underground detention systems has been provided: one in
Subbasin 2 (SWMF #2B) and one in Subbasin 3 (SWMF #3). In the runoff
calculations for Subbasin 2, the northern area not being developed is modeled
in its current state and "added" hydrologically to routed outflows from the
SWMF /BMP system managing and treating the runoff in the southern
redevelopment area as well as the small amount of bypass from the southern
area. In the future, the northern portion of Subbasin 2 will be redeveloped and
managed by an SWMF/BMP system for that area. Routed flows from this
system (as well as any bypasses from this northern area) will be added
hydologically to the flows being generated in the previously developed
southern portion.
Nitrogen Export
Water quality and nitrogen export calculations make use of the City of
Raleigh Apportioning Method. Please note that all ROW impervious area in
the pre - developed condition, where such ROW is proposed to be eliminated
(and, as such, absorbed into the property), have been included in the pre -
development impervious condition. Based on the apportioning analysis, water
quality BMPs are proposed to bring the site TN loading down to at or below
10 lb /ac /year. The remaining TN load (down to 3.6 lb /ac /year) will be
handled with offset payments.
Water Ouality BMPs
Conventional On -site BMPs:
The development of Phase I includes the provision of two sand filters: (1)
BMP #213, which is attached to SWMF #213; and (2) BMP #3, which is
attached to SWMF #3. Preliminary apportioning of Phase I as well as
preliminary sizing of the sand filters has been provided in the section of this
report entitled, "Preliminary Design of Onsite Sand Filters." Both sand filter
systems are designed to be offline structures. All areas managed and treated
TBR -14000

Ms. Karen Higgins
Villages of Lake Boone Trail — Phase I
July 21, 2015
Page 5 of 5
by the SWMF /BMP systems in both Subbasin 3 and Subbasin 2 South
discharge, respectively, into two existing downstream storm sewer systems.
As such, diffuse flow is not required at the outfalls for either system.
MITIGATION: All buffer impacts associated with the proposed
greenway/hiking trail access path are deemed "Allowable" under the Neuse
River Riparian Buffer Rules — Table of Uses. Therefore, no mitigation is
proposed.
At this time, we are requesting a Neuse River Riparian Buffer Authorization
and a Neuse River Buffer determination for the proposed project.
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 -0890.
Sincerely,
The John R. McAdams Company, Inc.
George Buchholz REM, PWS
Environmental Consultant
Enclosures
TB R- 1 4000

AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The CurrentProverty Owner
Name: TBR Lake Boone Owner LLC (aatn: Mr. Stephen Bates)
Address: 1575 Northside Drive Northwest; Building 100, Suite 200
Phone: 4n4- sa7-aa46
Project Name /Description: villages of Lake Boone Trail
Project Number: TBR -14000 Project Manager: I George Buchholz
Date: July 15, 2015
NCDENR- Division of Water Resources
Attn: Cherri Smith
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize The John R. McAdams Company,
Inc. to act in my behalf as my agent in the processing of permit applications, to furnish upon
request supplemental information in support of applications, etc. from this day forward. The
16 day of July, 2015
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only
for government officials to enter the property when accompanied by The John R.
McAdams Company, Inc. staff. You should call The John R. McAdams Company, Inc. to
arrange a site meeting prior to visiting the site.
Tbr lake boone owner,llc
Print Property Owner
4re Sigmna
Raleigh- Durham Charlotte
2905 Meridian Parkway 11301 Carmel Commons Blvd., Suite 111
Durham, North Carolina 27713 Charlotte, North Carolina
(919) 361 -5000 (704) 527 -0800
Designing Tomorrow's Infrastructure & Communities
McAdamsCo.com

X�
�.� a
RMENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
Date Received
DW(Q ois b,*r 'Project #s
Stream Origin /Buffer Applicability Determination
Required Information
1. Owner Information (corporation /individual who is legally responsible for the property and its compliance)
1a. Name(s) on Recorded Deed TBR Lake Boone Owner LLC/TR
1 b. Responsible Party (for LLC) Mr. Stephen Bates
1c. Mailing Address 1575 Northside Drive Northwest; Building 100, Suite 200, Atlanta, Georgia 30318
1d. Telephone Number (404)367 -6546 1 1e. Email Address
2. Location of Project Site - please include the county, nearest named town and highway number: The Villages of Lake Boone
Trail is an approximately 34 acre existing apartment complex on the north side of Lake Boone Trail between the 1 -40
Beltway and Blue Ridge Road. The Villages of Lake Boone Trail is located at the intersection of Lake Boone Trail and
Landmark Drive in Raleigh, North Carolina within Wake County.
3. Has anyone from DWQ visited the site? I Y I Staff Name I Martin Richmond I Date of Visit? I Not sure
Additional Requested Information
4. Agent/Consultant Information (if applicable)
4a. Name, Company George Buchholz, The John R. McAdams Company, Inc.
4b. Mailing address 2905 Meridian Parkway
4c. Telephone no. (919)287 -0890 4d. Email address I [e-mail]
5. Project and Site Information
5a. Name of project I Villages of Lake Boone Trail 5b. County I Wake
5c. Nearest Named Stream I House Creek 5d. River Basin I Neuse
5e. Provide a brief description of this project (attach site plan if available): The proposed project involves the
redevelopment of the existing apartment complex within Phase I of the Villages of Lake Boone Trail. More specifically, the
existing apartment complex will be demolished, which will remove existing impervious surfaces that currently encroach into
the Neuse River Buffer, and a future 20 foot wide pedestrian bridge access path is proposed through the Neuse River
Buffer.
Please attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and /or NRCS Soil Survey.
If you are unable to locate either of these maps, please contact the Regional Office for assistance.
e DWO' Use `Only- Is this, stream call,for the purpose of: ° ° , • buffer°mitigation. nuirient offset credit
For DWR Staff- Email following documents to applicant:
0 Riparian Buffer Authorization & Help Document 0 PCN & PCN Checklist
O Session Law 2012 -200 = Minor /Major Variance

Please return form to: Sara Knies
1628 Mail Service Center
Raleigh, NC 27699 -1628
Fax: [phone]
Email: sara.kniesancdenr.00v
Note: Submittals on Friday after 12:00 pm will be
stamped as received on the next business
day.
Please contact the Raleigh Regional Office at (919) 791 -4200 if you have any questions.

D,W-7 ,
Div` ision of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
15A NCAC 02B.0233 (8)(b),.0243 (8)(b),.0250 (11)(b),.0259 (8)(b),.0267 (11)(c),.0607 (e)(2) - Buffer Authorization
FORM: BA 10 -2013
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1a. Name of project: Villages of Lake Boone Trail
1 b. County: Wake
1 c. Nearest municipality: Raleigh
1d. Subdivision name: Village of Lake Boone Trail
1 e. Is the project located in any of North Carolina's ❑ Yes
twenty coastal counties. If yes, answer 1f below.
1f. Is the project located within a NC Division of Coastal ❑ Yes
Management Area of Environmental Concern (AEC)?
2. Owner Information
2a. Name on Recorded Deed:
2b. Deed Book and Page No.
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
2d. Responsible Party
(for Corporations):
2e. Street address:
2f. City, state, zip:
2g. Telephone no.:
2h. Fax no.:
2i. Email address:
TBR Lake Boone Owner LLC/TR
DB: 015072, PG: 01848
TBR Lake Boone Owner LLC (attn.: Mr. Stephen Bates)
1575 Northside Drive Northwest; Building 100, Suite 200
Atlanta, Georgia 30318
(404)367 -6546
3. Applicant Information (if different from owner)
3a. Applicant is: ❑ Agent ❑ Other, specify:
3b.
Name:
3c.
Business name
Business name
(if applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
4. Agent/Consultant Information (if applicable)
4a.
Name:
George Buchholz, Environmental Consultant/Project Manager
4b.
Business name
The John R. McAdams Company, Inc.
(if applicable):
4c.
Street address:
2905 Meridian Parkway
4d.
City, state, zip:
Durham, NC, 27713
4e.
Telephone no.:
(919)287 -0890
4f.
Fax no.:
(919)361 -2269
4g.
Email address:
buchholz @mcadamsco.com
FORM: BA 10 -2013
KIM.
ME.
Page 1 of 8

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees):
1 c. Property size:
2. Surface Waters
2a. Name of nearest body of water to proposed project
0785932086
Latitude: 35.818223
± 34 acres
Longitude: - 78.698702
House Creek; DWR Index Number 27 -33 -13
2b. Water Quality Classification of nearest receiving water: C;NSW
2c. River basin: Neuse: 03020201
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 Villages of Lake Boone Trail is an approximately 34 acre existing apartment complex on the north side of
Lake Boone Trail between the 1-40 Beltway and Blue Ridge Road. The existing apartment complex is two parcels
separated by the public right -of -way of Landmark Drive. The site will be subdivided into more than two parcels
upon redevelopment. Redevelopment will occur in two phases. Phase I of the redevelopment is located adjacent
to the north of Lake Boone Trail and shown on Figure 1. The existing conditions of Phase 1 consist of an
apartment complex, landscaping, and associated infrastructure, to include roads, utilities, and city sewer. There
is an unnamed tributary to House Creek which separates Phases 1 and 2. There is a 50 foot Neuse River Buffer
associated with the unnamed tributary. In 1972, approximately 5,043 square feet (0.12 acres) of the existing
apartment complex was constructed within the Neuse River Buffer prior to issuance of the Neuse River Buffer
Regulations (Figure 3).
3b. Attach an 8 '/z x 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site. See attached Figure 1
3c. Attach an 8'h x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site. See attached Figure 2
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,397 LF stream within Phase 1
3e. Explain the purpose of the proposed project:
The proposed project involves the redevelopment of the existing apartment complex within Phase I of the Villages
of Lake Boone Trail. More specifically, the existing apartment complex will be demolished, which will remove
existing impervious surfaces that currently encroach into the Neuse River Buffer, and a future 20 foot wide
pedestrian bridge access path is proposed through the Neuse River Buffer.
3f. Describe the overall project in detail, including the type of equipment to be used:
The proposed project involves the demolition of the existing apartment units and creation of new apartment units,
retail, associated utility, parking, and roadway improvements. In addition, approximately 5,043 square feet (0.12
acres) of the existing encroachments within Neuse River Buffers will be removed as part of the demolition plan.
Revegetation of the Neuse River Buffer with native plant species will occur in these areas in accordance with
procedures outlined in Guidelines for Riparian Buffer Restoration (NCEEP 2004). The project also proposes to
include a future 20 foot wide pedestrian bridge access path across the Neuse River Buffer and the unnamed
tributary to House Creek. The greenway /hiking trail access path is proposed to provide connectivity between
Phases 1 and 2. The proposed pedestrian bridge, and associated footers, will be located outside the top of bank
of the unnamed tributary to House Creek; and therefore, there are no stream impacts proposed associated with
Phase 1 activities. Additional impacts within the Neuse River Buffer associated with Phase 1 activities are not
proposed. Traditional equipment will be used, including front -end loaders, graders, and earth movers.
FORM:. BA 10 -2013 Page 2 of 8

B. Project Information and Prior Project History
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/ Comments:
project (including all prior phases) in the past?
4b. If yes, who delineated the jurisdictional areas? Agency/ Consultant Company:
Name (if known): Kevin Yates Other: The John R. McAdams Company
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
- A jurisdictional determination and signed plat was issued on June 12, 2013 by Mr. David Schaeffer (USACE
Action ID.: SAW- 2013 - 01066).
- Coordination was initiated by McAdams on January 31, 2013 with Martin Richmond (DWR representative)
regarding a Neuse River Buffer determination; however, correspondence from DWR was not received (see
attached July 20, 2015 email correspondence).
5. Project History
5a. Have permits or certifications been requested or obtained for this ❑ Yes ❑ No ® Unknown l
project (including all prior phases) in the past?
5b. If yes, explain and detail according to "help file" instructions. I
6. Future Project Plans I
6a. Is this a phased project? I ® Yes ❑ No
6b. If yes, explain.
The villages of Lake Boone Trail includes two phases, of which, Phase 1 is currently proposed for redevelopment.
FORM: SSGP3080 8 -13 Page 3 of 8

C. Proposed Impacts Inventory
1. Buffer Impacts
1 a. Project is in which protected basin? ® Neuse ❑ Tar - Pamlico ❑ Catawba
■IIIIM
❑ Yes ❑ No
Total buffer impacts 1,215 805
1c. Comments: Approximately 5,043 square feet (0.12 acres) of the existing apartment complex was constructed
within the Neuse River Buffer prior to issuance of the Neuse River Buffer Regulations. The proposed project
includes the demolition of the existing apartment units, associated infrastructure, within the Neuse River Buffer
(Inset 1). Revegetation of the Neuse River Buffer with native plant species will occur within these areas in
accordance with procedures outlined in Guidelines for Riparian Buffer Restoration (NCEEP 2004).
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
A future 20 foot wide pedestrian bridge access path is proposed to be constructed through the Neuse River
Buffers. The proposed pedestrian bridge will be an aerial crossing of the unnamed tributary to House Creek
at a near perpendicular angle. The proposed pedestrian bridge, and associated footers, will be located
outside the top of bank of the unnamed tributary to House Creek; and therefore, there are no stream impacts
proposed associated with Phase 1 activities. Although there are unavoidable Neuse River Buffer impacts
associated with the greenway /hiking trail access path, impacts to the Neuse River Buffers have been
minimized by crossing at a near perpendicular angle. In addition, the stream feature (unnamed tributary to
House Creek) from which the Neuse River Buffers are established is avoided.
The proposed project involves the demolition of the existing apartment units within Phase I. In 1972,
approximately 5,043 square feet (0.12 acres) of the existing apartment complex was constructed within the
Neuse River Buffer prior to issuance of the Neuse River Buffer Regulations within Phase I. The proposed site
plan of a new apartment units complex within Phase 1 is located outside the Neuse River Buffers.
Revegetation of the Neuse River Buffer with native plant species will occur in demolished areas in
accordance with procedures outlined in Guidelines for Riparian Buffer Restoration (NCEEP 2004). Excluding
proposed impacts associated with the greenway /hiking trail access path in Zone 2 of the Neuse River Buffer,
it is anticipated that approximately 4,238 square feet (0.09 acres) of Zone 2 will be reestablished with the
proposed revegetation activities.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and
installation. All work will take place during dry conditions and can be facilitated from high, non - jurisdictional,
stable ground. The contractor shall install silt fence, inlet protection, sediment traps, diversion ditches, tree
protection, clearing only as necessary to install 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. Temporary seeding and permanent
seeding plans are included to restore impacted areas. The project will meet all relative requirements of Best
Management Practices and Engineered Stormwater Control Structures as outlined through State and Local
Stormwater Rules.
FORM: BA 10 -2013 Page 4 of 8
❑ Randleman
❑ Jordan
❑ Goose Creek
1 b. Individually list all buffer impacts below.
If any impacts require
mitigation, then you MUST fill out Section D of this
form.
Buffer impact
Reason for
Type of impact
Stream name
Buffer Zone 1 Zone 2
number—
impact
(exempt, allowable,
mitigation impact impact
Permanent (P)
allowable w/ mibgation)
required? (sq ft) (sq ft)
or Temporary (T)
Inset 2 ® P
Greenway /Hiking
Allowable
Unnamed
❑ Yes ® No 1,215 805
❑ T
Trail
Tributary to
House Creek
■IIIIM
❑ Yes ❑ No
Total buffer impacts 1,215 805
1c. Comments: Approximately 5,043 square feet (0.12 acres) of the existing apartment complex was constructed
within the Neuse River Buffer prior to issuance of the Neuse River Buffer Regulations. The proposed project
includes the demolition of the existing apartment units, associated infrastructure, within the Neuse River Buffer
(Inset 1). Revegetation of the Neuse River Buffer with native plant species will occur within these areas in
accordance with procedures outlined in Guidelines for Riparian Buffer Restoration (NCEEP 2004).
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
A future 20 foot wide pedestrian bridge access path is proposed to be constructed through the Neuse River
Buffers. The proposed pedestrian bridge will be an aerial crossing of the unnamed tributary to House Creek
at a near perpendicular angle. The proposed pedestrian bridge, and associated footers, will be located
outside the top of bank of the unnamed tributary to House Creek; and therefore, there are no stream impacts
proposed associated with Phase 1 activities. Although there are unavoidable Neuse River Buffer impacts
associated with the greenway /hiking trail access path, impacts to the Neuse River Buffers have been
minimized by crossing at a near perpendicular angle. In addition, the stream feature (unnamed tributary to
House Creek) from which the Neuse River Buffers are established is avoided.
The proposed project involves the demolition of the existing apartment units within Phase I. In 1972,
approximately 5,043 square feet (0.12 acres) of the existing apartment complex was constructed within the
Neuse River Buffer prior to issuance of the Neuse River Buffer Regulations within Phase I. The proposed site
plan of a new apartment units complex within Phase 1 is located outside the Neuse River Buffers.
Revegetation of the Neuse River Buffer with native plant species will occur in demolished areas in
accordance with procedures outlined in Guidelines for Riparian Buffer Restoration (NCEEP 2004). Excluding
proposed impacts associated with the greenway /hiking trail access path in Zone 2 of the Neuse River Buffer,
it is anticipated that approximately 4,238 square feet (0.09 acres) of Zone 2 will be reestablished with the
proposed revegetation activities.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and
installation. All work will take place during dry conditions and can be facilitated from high, non - jurisdictional,
stable ground. The contractor shall install silt fence, inlet protection, sediment traps, diversion ditches, tree
protection, clearing only as necessary to install 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. Temporary seeding and permanent
seeding plans are included to restore impacted areas. The project will meet all relative requirements of Best
Management Practices and Engineered Stormwater Control Structures as outlined through State and Local
Stormwater Rules.
FORM: BA 10 -2013 Page 4 of 8

C. Impact Justification and Mitigation, continued
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer I ❑ Yes ® No
mitigation?
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a ❑ Yes ❑ No
mitigation bank or NC EEP proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: SSGP3080 8 -13 Page 5 of 8

E. Diffuse Flow Plan
FORM: BA 10 -2013 Page 6 of 8

All buffer impacts and high ground impacts require diffuse flow or other form of ® Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be ®Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
All concentrated flows are directed into existing storm drainage; therefore, diffuse flow
requirements are satisfied. See attached Stormwater Impact Analysis and Preliminary Design
of Stormwater Management Facility.
Hvdrologv.
Per City of Raleigh stormwater management regulations, peak flow rate detention is required
for the 2 -year and 10 -year storm events for the site area only. Even though,the site rests
within the separate drainage areas that pass through the site, the detention analysis
compares pre -vs post - development peak flow rates from the site only at the analysis points.
The site has been divided into three subbasins draining to three points of analysis: POA 1
(eastern property line), POA 2 (eastern property line), and POA 3 (near the southeastern
property corner). Phase I incorporates a portion of the onsite area in the drainage area to
POA 2 and all the onsite area in the drainage area to POA #3.
An analysis of pre- vs post - development runoff rates in the 2- and 10 -year storm events has
demonstrated that detention is required for both POA 2 and POA 3. (Since the drainage area
to POA 1 does not fall within the Phase I property boundary, a pre- vs post - development
analysis of POA 1 was not provided.) For the purposes of this site plan submittal, preliminary
sizingg and routing of two underground detention systems has been provided: one in Subbasin
2 (SWMF #26) and one in Subbasin 3 (SWMF #3). In the runoff calculations for Subbasin 2,
the northern area not being developed is modeled in its current state and "added"
hydrologically to routed outflows from the SWMF /BMP system managing and treating the
runoff in the southern redevelopment area as well as the small amount of bypass from the
southern area. In the future, the northern portion of Subbasin 2 will be redeveloped and
managed by an SWMF /BMP system for that area. Routed flows from this system (as well as
any bypasses from this northern area) will be added hydologically to the flows being
generated in the previously developed southern portion.
Nitrogen Exoort
Water quality and nitrogen export calculations make use of the City of Raleigh Apportioning
Method. Please note that all ROW impervious area in the pre - developed condition, where
such ROW is proposed to be eliminated (and, as such, absorbed into the property), have
been included in the pre - development impervious condition. Based on the apportioning
analysis, water quality BMPs are proposed to bring the site TN loading down to at or below 10
lb/ac/year. The remaining TN load (down to 3.6 lb/ac/year) will be handled with offset
payments.
Water Qualitv BMPs
Conventional On -site BMPs:
The development of Phase I includes the provision of two sand filters: (1) BMP #213, which is
attached to SWMF #26; and (2) BMP #3, which is attached to SWMF #3. Preliminary
apportioning of Phase I as well as preliminary sizing of the sand filters has been provided in
the section of this report entitled, "Preliminary Design of Onsite Sand Filters." Both sand filter
systems are designed to be offline structures. All areas managed and treated by the
SWMF /BMP systems in both Subbasin 3 and Subbasin 2 South discharge, respectively, into
two existing downstream storm sewer systems. As such, diffuse flow is not required at the
outfalls for either system.
FORM: SSGP3080 8 -13 Page 7 of 8

F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the use of ❑ Yes ® No
public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an ❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document been finalized by the State ❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland ❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .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):
Applic nt/Agent's Printed Name pplicant/Age Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent
For government transportation projects sent
by First Class Mail via the US Postal Service:
by delivery service (UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1650 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1650
Raleigh, NC 27604
For all other projects sent by First Class Mail
For all other projects sent by delivery service
via the US Postal Service
(UPS, FedEx, etc.):
Karen Higgins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
NCDWR — 401 & Buffer Permitting Unit
1650 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1650
Raleigh, NC 27604 ,
FORM: SSGP3080 8 -13 Page 8 of 8

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^OPY,
U.S. ARMY CORPS OF ENGINEERS
WILMING'T'ON DISTRICT
Action Id. SAW- 2013 -01066 County: Wake U.S.G.S. Quad: NC- RALEIGH WEST
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: TriBridge Residential, LLC
Michael Tompkins
Address: 1575 Northside Drive. NW Buildin2100, Suite 200
Atlanta, Georgia 30318
Size (acres) 34.29 Nearest Town Raleigh
Nearest Waterway House Creels River Basin Upper Neuse, North Carolina
USGS HUC 3020201 Coordinates Latitude: 35.81817
Longitude: - 78.6985
Location description: The subiect property is located north of the intersection of Lake Boone Trail and Landmark
Drive in Raleigh: North Carolina. Parcel Number 0785932086.
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 fiuther 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 fi•om 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 properly 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 subject 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 6/12/2013. 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 fi-om the date of this
notification.
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.
Page 1 of 2

_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CA-MA). 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.ShaefferQusace.a rmy.mit.
C. Basis For Determination: The site exhibits wetland and stream criteria as defined in 33 CFR 328.3. the 1987
Wetland Delineation Manual. the Regional Suoolement to the 1987 Manual: Eastern Mountains and Piedmont
v2.0, the Raoanos -Cara bell Guidance. and Regulatory Guidance Letter 05 -05.
D. Remarks: None.
E. Attention USDA Program Participants
This del ineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/deternination 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 Informati0n (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 tinder 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 Sheet SW, Room 10M15
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 8/10/2013.
* *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: 6/12/2013 Expiration Date: 6/12/2018
The Wilmington District is c0717117itted to providing the highest level ofsupport to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit http://per2.nwv. usace. ar7nv.mil/survev.htn71 to
complete the survey online.
Copy furnished: Kevin Yates, John R. McAdams Company, Inc., Post Office Box 14005, Research Triangle Park, North
Carolina 27709

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'V—
Applicant: ,n ••. File Number: SAW - 2013 -01066 I Date: June 12, 2013
Michael Tompkins TriBridge Residential, LLC
Attached is: See Section below
❑ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
❑ PROFFERED PERMIT (Standard Permit or Letter of permission) B {
❑ PERMIT DENIAL C
® APPROVED JURISDICTIONAL DETERMINATION D 1
❑ PRELIMINARY JURISDICTIONAL DETERMINATION E
dr- �- - x?s�...:s�.�•.�6,>" .. �f . ate.,`; �- �.;- :•.td�"ffin.1:.x:�Ali�..�,� .. .�,r�. >aa�x
SECTION 'l _ The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional it for`mation may be found at http: / /www.usace.armv. mil /inet/fLinctions /ew /ceewo /t-eg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
® ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
Permit.
6 OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section IP of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
® ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terns and conditions, and approved jurisdictional determinations associated with the
permit.
® APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
® ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
® APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section lI of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

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
j- 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:
his decision and /or the If you only have questions regarding the appeal process you may
If you have questions regarding t
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 opportunity to participate 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 L. 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 10M15, Atlanta, Georgia 30303 -8801
Phone: [phone]

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I, RONALD T. FREDERICK, a North Carolina Professional Land Surveyor, do
hereby certify that this map was prepared under my supervision and omeag +eee�s�
shows the locations of Section 404 Jurisdictional Areas as delineated by �a9`6 �H CA °j0e °e
The John R. McAdams Company, INC. of Research Triangle Park, North �o °� QR..•••••. RO
Carolina. J ' .``` •pFESS
• °'�` ¢ SEAL ��
-- - -------- - - - - -- --------------- - - - 4- f� --- "� ,4720 a
0. RONALD T. FREDERICK PLS L -4720 Date — — yO e&
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RIDGECROFT ONDOM/NIUMS o
D.B. 8254, PG. 1697
PIN 785837863
C-4
N O
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GENERAL NOTES---------------------------------
36 LINEAR FEET
1.) THIS IS NOT A BOUNDARY SURVEY,
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
iV
DEEDS AND MAPS OF RECORD.
704 SQ. FT. / 0.02 AC.
3.) COORDINATES SHOWN HEREON ARE BASED ON
N
NC GRID (NAD 83).
70TAL dURISDICiIONAL MIEfl.A M
4.) WETLANDS WERE DELINEATED IN THE FIELD BY THE
w
JOHN R. McADAMS COMPANY, INC.
iv
5.) NOTE: THIS MAP IS NOT A CERTIFIED SURVEY AND
f
HAS NOT BEEN REVIEWED BY A LOCAL
LINE BEARING I
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
N
APPLICABLE LAND DEVELOPMENT REGULATIONS.
O
Z
PERENNIAL STREAM A:
788 LINEAR FEET
PERENNIAL STREAM B:
156 LINEAR FEET
PERENNIAL STREAM C:
36 LINEAR FEET
MTAL PERENNIAL S7REAMS:
980 UNEAR FEET.
JURISDICTIONAL WETLAND A:
704 SQ. FT. / 0.02 AC.
JURISDICTIONAL WETLAND B:
355 SQ. FT. / 0.01 AC.
70TAL dURISDICiIONAL MIEfl.A M
1,059 = FT. /003 AC.
OPEN WATER:
68,255 SQ. FT. / 1.57 AC.
I LINE TABLE
f
LINE BEARING I
LENGTH
i L1 S 02'47'30" W +
40.79'
L2 S 85'49'03" W
413.31' I
I L3 S 85'54'33" W
99.95'
L4 S 86'33'13" W
99.38'
L5 S 88'48'33" W
99,90'
L6 N 46'30'57" W
58.81'
L7 N 01'50'04" W I
6.36'
L8 N 01'50'04" W
161.71'
L9 N 01'27'47" E
67.99'
LEGEND REX HOSPITAL , INC.
O EXISTING IRON PIPE D•B 3910, PG`
3039. WETLAND FLAG PIN 785822820
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ASSOC/ATED UROLOGISTS OF NC PROPERTY °
D. B. 14626, PG 354 I
PIN 785933877 N
i
S ; SHEL TON
03,53 .6 p.B. 15160, PG, 192,:
PIN 785938791
- - - - -_ - N/F
S7RUM
Cross D.B, 6241, PG. 489
Creek Court " / -- P/N 7859;8682
BK 197 PUB/_/c R/{{i SHEAAERIN
2 VOL . 21 PG 145 N D.B. 3491, PG 38
- °-ZA_ 785938583
SEE SHEET 2 N/F
f MAHONEY -
/ D.B. 4681, PG 860
�✓ PIN 765938473
SEE S N/F HEET 3 COX
D. B. 14378, PG
—1296 P/N 785938382
SEE SHEET 2 --- --{
3
Woodlake place
(—"160' PURL /C R/W
8K 1972, VOL. 2, PG f as
SEE SHEET 6
SEE SHEET 5 1
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<6 LS L4 L3
This certifies that this copy of this plat accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. 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 Wetlands Delineation Manual.
= --- - - - - -- ----- --
(Title) - -- ln`C __ SC �rs � _ APR 3 0 2013
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(Date) - -_�? --2'� �- ----- - - - - -- OR
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Lake Boone Trail
SR 1676 (Public)
Existing 60' R1W
BK 1972, VOL. 2, PG 145
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GRAPHIC SCALE
200 0 100 200 400
1
1 inch = 200 ft,
(A( D #)
SHEET 1 OF 6
PR CCTNO' TRB12000 LANDMARK APARTMENTS
' "'Y1ie,2 ° °0- w,.DWG WETLAND DELINEATION MAP
scels: " ,
1 _ zoo _ LAKE BOONE TRAIL
�' n "'$ 03 -25 -2013 I
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
THE JOHN R. McADAMS
COMPANY, INC.
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I, RONALD T. FREDERICK, a North Carolina Professional Land Surve$
hereby certify that this map was prepared under my supervisiorL%am
shows the locations of Section 404 Jurisdictional Areas as de6nea
The John R. McAdams Company, INC. of Research Triangle P'k, N
Carolina. °
0I
�
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RONALD T. FREDERICK PLS L -4720 Date
•y,snAnnosd ®�•,
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GENERAL NOTES
•rq
0 •.��0s 1.) THIS IS NOT A BOUNDARY SURVEY.
y
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:2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
SISAL
;, DEEDS AND MAPS OF RECORD.
L-4720 g
b3.) COORDINATES SHOWN HEREON ARE BASED ON
p ; NC GRID (NAD 83).
4.) WETLANDS WERE DELINEATED IN THE FIELD BY THE
n'•s °4��
e•o� von
JOHN R. McADAMS COMPANY, INC.
M to
5) NOTE: T IS MAP IS NOT A CERTIFIED SURVEY AND
mesa
;+ o
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
cV
APPLICABLE LAND DEVELOPMENT REGULATIONS.
This certifies that this copy of this plat accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. 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 C a' s of Engineers Wetlands Delineat' Manual.
(Name)s` --=-------- - - - - --
(Title) - -_ L--�-O _ _-
(Date) - ' - - - --
(AID
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1 NORTHING EASTING STREAM FLAG #
1753427.40 2088997.43 SC2 I
1753418.21 2088997.03 SC1
1753391.30 2088995.86 S82
1753379.21 2088995.33 S81
1753421.76 2089037.41 SC8 TT SB14
1753415.48 2089028.83 SC7 /SB12 'Cr"�•
753390.29 2089116.27 SB22 r"'1
1753359.11 2089116.46 SB15
1753098.27 2089782.82 4302 1
1753073.77 2089781.63 4310 1
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sea I
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LEGEND
I
O EXISTING IRON PIPE
I
3039, WETLAND FLAG
PROJECT NO. TRB12000
N TTR812000- W1.DWG
ry scsle: 1 " =30'
DAM 03 -25 -2013
N
M
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1�
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IPS #2
N: 753255.99
E: 2089790.5.5
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rn �
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APR 3 0 2013
3
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1 NORTHING EASTING STREAM FLAG #
1753427.40 2088997.43 SC2 I
1753418.21 2088997.03 SC1
1753391.30 2088995.86 S82
1753379.21 2088995.33 S81
1753421.76 2089037.41 SC8 TT SB14
1753415.48 2089028.83 SC7 /SB12 'Cr"�•
753390.29 2089116.27 SB22 r"'1
1753359.11 2089116.46 SB15
1753098.27 2089782.82 4302 1
1753073.77 2089781.63 4310 1
C�C .
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S N: 753598.27 a
o E: 2089004.86
o Q
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3 �
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PERENNIAL STREAM C
o �' STARTING AT SC1
N F AND ENDING AT
SC7 /SB12
36 LINEAR FEET
a
S C2 SC4` SC6
i
I
see TT SS14 - PERENNIAL STREAM B
sc3 Scs STARTING AT S81 i
sc1 SC7/SB12 AND ENDING AT S815
Se10 se16 139 LINEAR FEET
sea I
SB6
Se S818
S82 S84 BS _SSB20 SB22
r
S83 C, I M
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1 set w i w OPEN WATER
=I=
(n ILn
5813 U-1 I
UJ 1W
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s815 I
I
LEGEND
I
O EXISTING IRON PIPE
I
3039, WETLAND FLAG
PROJECT NO. TRB12000
N TTR812000- W1.DWG
ry scsle: 1 " =30'
DAM 03 -25 -2013
N
M
4)
A
1�
2i
IPS #2
N: 753255.99
E: 2089790.5.5
1
LANDMARK APARTMENTS
WETLAND DELINEATION MAP
LAKE BOONE TRAIL
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
PERENNIAL STREAM B
STARTING AT 3240
AND ENDING AT 4302
17 LINEAR FEET,
212 SQUARE FEET
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
THE JOHN R. McADAM\
COMPANY, INC.
SNGII0�.9 • PIATOM • SURYIMM • ffiiYII 101011 NTAL
RIMEU TRIANGIB PENS • CHARLOTTE
tYDe Samim Pakwq. Rak.m NC mis `
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PROPERTY, NOT
INCLUDED IN LINEAR
4301
STREAM CALCULATION,
4305 1
ENTERS RCP
1
3240
4306
I
4309
4310
LANDMARK APARTMENTS
WETLAND DELINEATION MAP
LAKE BOONE TRAIL
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
PERENNIAL STREAM B
STARTING AT 3240
AND ENDING AT 4302
17 LINEAR FEET,
212 SQUARE FEET
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
THE JOHN R. McADAM\
COMPANY, INC.
SNGII0�.9 • PIATOM • SURYIMM • ffiiYII 101011 NTAL
RIMEU TRIANGIB PENS • CHARLOTTE
tYDe Samim Pakwq. Rak.m NC mis `
- lOb7�S3ME. �,juhamdmim ° tlemr Na: C-•1m //

I, RONALD T. FREDERICK, a North Carolina Professional Land Surveyor, ;�0401k ��ie,�i
hereby certify that this map was prepared under my supervision and °° .... o•�
shows the locations of Section 404 Jurisdictional Areas as delineated 3� °�CESSi'-.��/ °ae
The John R. McAdams Company, INC. of Research Triangle Park, North
Carolina. L �r °
0 O
r L-4720
UK
b
RONALD T. FREDERICK PLS L -4720 Date a•RO�Q�;� °, °°
8888t18a8
This certifies that this copy of this plat accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. 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 Car s of Engineers Wetlands Deline ion, Manual.
(Name) �_ —�' —�� `�—`! --------- - - - - --
(Title)- - -��^_
(Date) - -- S/—�1 d`r]J�1 J- - - - - --
(AID #) �! `�? �! = 0_ ND
—PERENNIAL STREAM B
! 7-77
APR 3 0 2013
_....,, -I AEC:,iji_; TORY
4719 5044
GENERAL NOTES
1.) THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
DEEDS AND MAPS OF RECORD.
3.) COORDINATES SHOWN HEREON ARE BASED ON
NC GRID (NAD 83).
4.) WETLANDS WERE DELINEATED IN THE FIELD BY THE
JOHN R. McADAMS COMPANY, INC.
5.) NOTE: THIS MAP IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS.
NORTHING EASTING STREAM FLAG #
1 753390.29 I 2089116.27 I SB22
1 753359.11 2089116.46 5815
N
LEGEND
OO EXISTING IRON PIPE
3039, WETLAND FLAG
PRWECf No. TRB12000
" TRB12000— W1.DWG
SCALE: 1"=40 -
DATE: 03 -25 -2013
.q
695
14690
GRAPHIC SCALE
40 0 20 40 80
I I I I I
1 inch = 40 ft.
SHEET 3 OF 6
LANDMARK APARTMENTS
WETLAND DELINEATION MAP
LAKE BOONE TRAIL
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
15
®THE JOHN R. McADAM 1
COMPANY, INC.
RNGIIOM • PLANMM • SORVnMM • MfVIRQN1MAL
MWEARCHTRIANGLR PAM . CHARLOII'e
= mean P°ekw, Om!°m Ne: rn13

I, RONALD T. FREDERICK, a North Carolina Professional Land
hereby certify that this map was prepared under my supervi
shows the locations of Section 404 Jurisdictional Areas as
The John R. McAdams Company, INC. of Research Triangle
Carolina.
RONALD T. FREDERICK PLS L -4720
T.
!S�.�y�nee�nM4Y1e�
YaC r1V CAR r
O�+r r�''s�
,,q9orth '�9r
SEAL o
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01O ��'hs..ve• ©Gj �`6\
'4006 eayEaeeaee�e
This certifies that this copy of this plat accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. 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 Corp of Engineers Wetlandl Delinea 'on Manual.
(Name) _ — ,==-- cJ— �1 —�_ —� -- r --------- - - - - --
(Title) - --
- - --
(Date)--- 6� 201 - - - - -- - - - -- a.,v .
— I��,.� -'�1 -- 0��(,� r APR 3 2013
(AID #)— — - - - - -- - - - -- '� _ )
w kyU
I NORTHING
EASTING
STREAM FLAG # 1
752437.19
2088963.56
SA106 I
752432.21
2088963.46
SA115 I
752551.11
2089174.25
SA66 1
i 752547.63
2089170.42
SA69 I
1 752544.08
2089178.31
WA1 TT TOB I
1752566.26
2089181.02
WB2 1
PERENNIAL STREAK
STARTING AT SA1
AND ENDING AT Si
260 LINEAR FEE
SA96
SA105`
SA 00 SA9 SA103
SA104 SA10 SA107
SA106 SA109
SAM A113
SA115
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IPS #3 F
N: 752313.88
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LEGEND
OO EXISTING IRON PIPE
3039• WETLAND FLAG
PROJECT No. TRB12000
' -114B12000— W1.DWG
b scAl�:
1"=30-
D TE: 03 -25 -2013
GENERAL NOTES
1.) THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
DEEDS AND MAPS OF RECORD.
3.) COORDINATES SHOWN HEREON ARE BASED ON
NC GRID (NAD 83).
4.) WETLANDS WERE DELINEATED IN THE FIELD BY THE
JOHN R. McADAMS COMPANY, INC.
5.) NOTE: THIS MAP IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS.
-q
LANDMARK APARTMENTS
WETLAND DELINEATION MAP
LAKE BOONE TRAIL
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
SA66
SA7 A71/
WA1 TT TOB
I
SA-9
SA 1
S A79 A73
-t
SA83
SA75
W
w
SA77
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(n
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GRAPHIC SCALE
30 0 15 30 60
I I i I I
1 inch = 30 ft.
® THE JOHN R. McADAMS
COMPANY, INC.
RNCiDOME ■ PIANNSR3 • SURYriM • EMMONUMAL
R844ARCH r®ANGIB PARR . CHARIOM
nm xem= Patm Dml= NC am0
EOM3,5Ma. Na: C -Ong

i
This certifies that this copy of this plot accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. 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 Car of Engineers, Wetlands Delineation Manual.
(Name)- -----------------
(Title) - -- � `` off -�� s / - •, •,...,..:•.,,,,.m •:: ,., . „._, ,
(Date)_ 1242,d -------- - - - - -- ?' - --
�J�3- -010_ _APR 3 2013
(AID #)------ - - - - -- - -- - - --
-- WETLAND "B”
355 SQ. FT.
0.01 AC.
I
SASS
SA62
IWB SA60 SA61 S
W82 r
SA6
SA66 SA64
SA65 0
_ SA67
/ I WA1 TT TO8
SA69
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LEGEND
(9 EXISTING IRON PIPE
3039, WETLAND FLAG
PROJECT NO. TRB12000
TTR 812000- W1.DWG
'b SCALE: 1"=30'
DATE: 03 -25 -2013
SA54
S
SA•
WA5 TT TOB
WA4
WETLAND "A"
704 SQ. FT.
0.02 AC.
SHEET 5 OF 6
NORTHING
752551.11
752547.63
752544.08
752566.26
752568.36
752573.66
752643.40
752636.72
EASTING
2089174.25
2089170.42
2089178.31
2089181.02
2089208.38
2089238.01
2089367.54
2089379.98
STREAM FLAG #
SA66
SA69
WA1 TT TOB
WB2
SA62
WA5 TT TOB
SA46
SA43
SA46
PERENNIAL STREAM A SA48 'SA43I
STARTING AT SA66 SA45
AND ENDING AT SA46 SA47 Ln ( C,
225 LINEAR FEET r- r-
wlw
SA50 SA49 N V)
SA52 A53 L I Ld
SA51
S Z
J
S
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LANDMARK APARTMENTS
WETLAND DELINEATION MAP
LAKE BOONE TRAIL
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
N
I
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
THE JOHN R. McADAMS\
COMPANY, INC.
WQNMM • PI,0WM • SURW0M • SNVII 0M=TAL
RRSRARCH TIWGLS PARE • CHARLOTTE
EM Kal&n Pukny.
nmt.m Rc =3
Eo-1334M• . .. .. rm.leen Ko a /
C-0£/7
GENERAL NOTES
hereby Acertfy that this Kmap was prepared Professional dermys pervisSogiiX��aL�Qe,D'�•e
C HH C',R ,,
1.) THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
shows the locations of Section 404 Jurisdictional Areas as 01i11 � �
-�. ';
DEEDS AND MAPS OF RECORD.
The John R. McAdams Company, INC. of Research Trionglee�''arR f#rSSj`•;�i
Carolina, e •'L
Q �•:7
3.) COORDINATES SHOWN HEREON ARE BASED ON
;'
° SEA
NC GRID (NAD 83).
-,�
4.) WETLANDS WERE DELINEATED IN THE FIELD BY THE
JOHN R. McADAMS COMPANY, INC.
- - ---- - - - - -- - - -- ---------------- d-- - - -@�'
RONALD T. FREDERICK PLS L -4720 Dd "9lO•, ���ee;
5) HAASENOT IBEENPREVIEWEDABYEATLOCAL SURVEY AND
�S(�RVEy.'
°eee
GOVERNMENT AGENCY COMPLIANCE
APPLCABLELANDDEVELOPMENTREGULATIONS.
This certifies that this copy of this plot accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. 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 Car of Engineers, Wetlands Delineation Manual.
(Name)- -----------------
(Title) - -- � `` off -�� s / - •, •,...,..:•.,,,,.m •:: ,., . „._, ,
(Date)_ 1242,d -------- - - - - -- ?' - --
�J�3- -010_ _APR 3 2013
(AID #)------ - - - - -- - -- - - --
-- WETLAND "B”
355 SQ. FT.
0.01 AC.
I
SASS
SA62
IWB SA60 SA61 S
W82 r
SA6
SA66 SA64
SA65 0
_ SA67
/ I WA1 TT TO8
SA69
14- I LO
F-
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NI0
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F-
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LEGEND
(9 EXISTING IRON PIPE
3039, WETLAND FLAG
PROJECT NO. TRB12000
TTR 812000- W1.DWG
'b SCALE: 1"=30'
DATE: 03 -25 -2013
SA54
S
SA•
WA5 TT TOB
WA4
WETLAND "A"
704 SQ. FT.
0.02 AC.
SHEET 5 OF 6
NORTHING
752551.11
752547.63
752544.08
752566.26
752568.36
752573.66
752643.40
752636.72
EASTING
2089174.25
2089170.42
2089178.31
2089181.02
2089208.38
2089238.01
2089367.54
2089379.98
STREAM FLAG #
SA66
SA69
WA1 TT TOB
WB2
SA62
WA5 TT TOB
SA46
SA43
SA46
PERENNIAL STREAM A SA48 'SA43I
STARTING AT SA66 SA45
AND ENDING AT SA46 SA47 Ln ( C,
225 LINEAR FEET r- r-
wlw
SA50 SA49 N V)
SA52 A53 L I Ld
SA51
S Z
J
S
Q
LANDMARK APARTMENTS
WETLAND DELINEATION MAP
LAKE BOONE TRAIL
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
N
I
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
THE JOHN R. McADAMS\
COMPANY, INC.
WQNMM • PI,0WM • SURW0M • SNVII 0M=TAL
RRSRARCH TIWGLS PARE • CHARLOTTE
EM Kal&n Pukny.
nmt.m Rc =3
Eo-1334M• . .. .. rm.leen Ko a /
C-0£/7

I, RONALD T. FREDERICK, a North Carolina Professional Land Surveyor, dob$y�A$y9
hereby certify that this map was prepared under my supervision and
e D9j9�e
shows the locations of Section 404 Jurisdictional Areas as delinegl� ��� t'A O �•,�
The John R. McAdams Company, INC. of Research Triangle Park ell , °'" ° �
9 � OFESS�O` 4' +�
Carolina. •Q 1. °; y r
0
720
�
a
Date °.Q
s v� •
d�pa��d'.:anno0���� ®e®
RONALD T. FREDERICK PLS L -4720 '
SA46
I
This certifies that this copy of this plat accurately depicts the boundary of the
jurisdiction of Section 404 of the Clean Water Act as determined by the
undersigned on this date. 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 Wetlands Delineation Manual.
(Name)-- ezA-A -- C-' - -- --------------- -
(Title)----;- -- `- - �!.— ,pro, .
11 �f F
(Date)
(AID #
SA45
F— F-
wlw
V) V)
w
MI w
V)
w
Z
U
F—
Q
NORTHING
752643.40
752639.84'
1 752645.89
752634.82
752698.06
1 752689.68
1 752771.87
1 752763.60
cz ��
EASTING
2089367.54
2089372.75
2089504.57
2089508.33
2089657.27
2089662.75
2089766.91
2089766.50
LEGEND
O EXISTING IRON PIPE
3039• WETLAND FLAG
NZ7/ HEADWALL /RCP
PROJECT N0. TRB12000
(&a FMNALE:
TRB12000- W,.DWG
SCALE: 1 "= 30,
DATE: 03 -25 -2013
APR 3 0 2013
PERENNIAL STREAM A
STARTING AT SA46
AND ENDING AT SA30
163 LINEAR FEET
A42
d
SA30
SA40
SA33
SA38
SA31 SA34 SA32
A3
SA29 SA23
SA25
STREAM FLAG #
SA46
SA45
SA30
SA23
SA28
SA21
SA2
SA1
N
SHEET 6 OF B
C)
GENERAL NOTES
1.) THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
DEEDS AND MAPS OF RECORD.
3.) COORDINATES SHOWN HEREON ARE BASED ON
NC GRID (NAD 83).
4.) WETLANDS WERE DELINEATED IN THE FIELD BY THE
JOHN R. McADAMS COMPANY, INC.
5.) NOTE: THIS MAP IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS.
SA:
c�
b
ccS
r4
PERENNIAL STREAM A
STARTING AT SA21
AND ENDING AT SA1
140 LINEAR FEET
SA20
LANDMARK APARTMENTS
WETLAND DELINEATION MAP
LAKE BOONE TRAIL
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
SA10 SA
SA12 V SA 4y
SA16
SA19 SA11
r
IPS #4
N: 751930.61
E: 2089725.88
m -
4
A
x
SA2 -
SAt
SA3
SA5
7 m O
N
O v
N CA
O
m '
D �
N 00
W
D w
;0 co
GRAPHIC SCALE
30 0 15 30 60
I inch = 30 ft.
THE JOHN R. McADAMS\
COMPANY, INC.
Effiff =• PLANNERS • SURMOM • EMBONNEffAL
RESEARCH TRLNGIZ RARE • CHARLOTTE
2W rml.o P&*W' Dab= EC r"Is
8007334$W. .... - ..

Buchholz, George
From: Yates, Kevin
Sent: Monday, July 20, 2015 5:19 PM
To: Buchholz, George
Subject: FW: Landmark Apts Site - Raleigh - Lake Boone Trail
Attachments: Landmark - SOILS.PDF; Fig. 3 - aerial - storm pipe network - Landmark site.pdf;
Landmark - QUADMAP.PDF; 2013 -02 -11 Executed - Agent Auth. - Michael Tompkins -
Tribridge - Landmark Apts..pdf
From: Yates, Kevin
Sent: Thursday, February 21, 2013 9:00 AM
To:'Richmond, Martin'
Subject: RE: Landmark Apts Site - Raleigh - Lake Boone Trail
Martin,
Thanks for discussing a couple weeks ago. You were going to re -issue the Neuse Buffer verification to the current owner,
but don't think I ever sent you an Agent Auth. form... its attached. Call with any questions.
Thanks,
Kevin
From: Richmond, Martin rmailto:martin. rich mond( ncdenr.gov1
Sent: Thursday, January 31, 2013 5:03 PM
To: Yates, Kevin; Shaeffer, David L SAW
Subject: RE: Landmark Apts Site - Raleigh - Lake Boone Trail
Kevin — I looked at all these features in Dec for a sewer line upgrade. Let's discuss, I'll try to call you tomorrow or
Monday.
Martin Richmond
NC Division of Water Quality
Raleigh Regional Office
3800 Barrett Drive, Raleigh NC 27609
(919) 791 -4250
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties unless the content is exempt by statute orother regulation
From: Yates, Kevin fmailto:[e-mail]
Sent: Thursday, January 31, 2013 11:46 AM
To: Richmond, Martin; Shaeffer, David L SAW
Subject: Landmark Apts Site - Raleigh - Lake Boone Trail
Martin /David,
1

Hope ya'II are doing well. I want to get on your calendar for a JD /Neuse Buffer site visit for a 34 -acre existing apartment
site (Landmark Apartments) off of Lake Boone Trail in Raleigh. There are 3 stream features, a pond, and some fringe
wetlands we need to look at, and will probably take about 30 minutes to look at. The streams and wetlands were recently
flagged and surveyed, and i should have a prelim wetland /stream survey map to send to you before our site
visits. Attached are the USGS quad, Soils, and Wake GIS aerial and pipe network.
The address is 2412 Landmark Drive in Raleigh, but we can meet at the corner of Landmark Drive and Woodlake Place. I
will be in the brown McAdams co truck.
Let me know what works for you.
Thanks,
Kevin
Kevin Yates
Senior Environmental Consultant
Project Manager
Office: 919- 287 -4262
Cell: 919- 624 -6901
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JlEcoEngineering
A division of The John R. 41cAdartis Company, Inc.
P.O. Box 14005, Research Triangle Park, NC 27709
Design Services Focused On Client Success
Please consider the environment before you print this e-mail.

_ L
LEGEND
\ \ = xx x
\ \ REE TREE, UPLiTV OR OTHER VEGETATION 70 BE REMOVED
\ \` \ • '�'��rjlL�- - �TI��\ UNOERp70UN0 UnLITY TO BE REMOVED
\ EXISTING 2p' CITY $F .
\ \ ALEIGH J ITY EASNMENT — I so -FT NEUSE .111R BUFFER
1 BM 1972, PGN 145
AREA TO E/E REMOVED (SIDEWALK, CURB ANO GUTTER. STRUCTURES.
ASPHALT, CONCRETE PANNG. ETC.)
ti• �1 \ 1 • \ \ \ \`\ /-A OA]3 SO M TT (O.l i ACRES)SE R1 111R BUFFER
S,
AC CRIB (MAO 83)
n!
S � \
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0,
y A \
\
\
1
GRAPHIC SCALE 1
50 0 25 Si 100
1
I inch = 50 ft. \ —
X: \Projects \TBR \TBR -14000 \Storm wetlOnds \T8R14000— XC.dwq, 7/17/2015 11.09:02 AM, Roth, Kelly
PROJECT NO. TBR -14000
(r`_ "
FILENAME: TBR14000— XC.DWG VILLAGES OF LAKE BOONE TRAIL J '���,INC.
> 2M SALE: INSET 1 hm. ? ems„ P�F�.27
50' °`u�` �ozasznts
DATE: 07 -17 -15 RALEIGH. NORTH CAROLINA MCADAMS ceoot Asa -56"*' cA J

N#110 _-
DEMOLITION LEGEND j 11
X X xx-
TREE. uTuTY OR OTHER VEGETATION TO BE REMOVED
REX WAY UNDERGROUND UTILITY TO BE REMOVED 59 -IT
ME.SE RIVER —ER
UTLITY
EXISTM EASEME 20' CITY OF AN_EIGH
am 1672. PC '.5
AREA TO BE REMOVED (SIDEWALX, CURB AMID GUTTER. STRUCTURES.
ASPHALT. CONCRETE PAVING. ETC
XX X X lo�
iN Y AREA TO BE REMOVED FROM NEUSE RIVER BUFFER
5.043 SQ. FT (0.12 ACRES)
1
'-1 _,T
LEGEND
OWVEWAY CULVERT Q SANITARY SEWER CLEANOUT
STORM DRAIN � WATER VALVE
OU— OVERHEAD UTILITY LINE CEO WATER METER
UE— UNDERGROUND ELECTRIC lw FIRE DEPARTMENT CONNECTION (FDC)
UT— UNDERGROUND TELEPHONE TELEPHONE PEDESTAL
TELEPHONE MANHOLE
—W— WATER LIKE (D
Sr­ SANITARY SEWER LINE 11 ELECTRIC BOX
—r— GAS LINE 0 LIGHT POLE
STILL FOREST LACE 10, POWER POLE
-X—X— FENCE LINE
R /R ` - / / , \ \ >•'\ \ n wi CURB INLET
G IR Pi
EXIS N ON PE
MANAGE MANHOLE
T IRON PIPE SET
NIZ
A CALCULATED POINT YARD INLET
Cl
0 SANITARY SEWER MANHOLE
k' if U)
I) SEE PLAN FOR DETAILED DEMOLITION PROCEDURES, SEOUENCING AND
x
SPECIFICATIONS. 0
,� , ' �� l � �e 4L
2) THERE ARE EXISTING WATER AND SEWER MAINS AND SERVICES THROUGHOUT THE z E
SITE THAT HAVE NOT BEEN LOCATED OR VERIFIED. THESE UTILITIES SHALL BE
REMOVED BACK TO THE PUBLIC R/W AND CAPPED. THE REMAINDER OF REMOVAL 0 Im
ABANDONMENT WALL 13E DONE PER CITY OF RALEIGH STANDARDS AS PART OF THE
PHASE I CONSTRUCTION., THE STILL FOREST PLACE R/W IS HEREBY BEING z z
< ABANDONED THOSE UTILITIES SHALL BE REMOVED BACK TO THE LAKE BOONE TRAIL
R/W.
x C) o
3) THE EXISTING IRRIGATION SYSTEM WITHIN THE DEMOLITION AREA SHALL TURNED OFF r o
AND VERIFIED BY THE DEMO. CONTRACTOR. ALL SUPPLY LINES, WIRING, VALVES ETC.
WITHIN DISTURBED AREAS UNCOVERED DURING DEMOLITION SHALL BE REMOVED AND
HAULED OFF-SITE.
C', x
x
X
X
\00,
DEMOLITION NOTES
0
X
1. THE INFORMATION SHOWN WITHIN THE OVERALL PROJECT BOUNDARY WAS TAKEN FROM
DESIGN DRAWINGS AND FIELD SURVEY WHEREVER POSSIBLE ANY DISCREPANCY IN
PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO
START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
Co VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE Z
0
BEGINNING CONSTRUCTION.
DO PLAN ARE BASED ON THE AVAILABLE
INFORMATION, THE CONTRACTOR SHAL, VERIFY THE EXACT LOCATION OF UTILITIES WITH 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THIS
THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. ALL DEMOLITION MATE RIAL WILL BE REMOVED FROM THE SITE AND DISPOSED OF IN A of
PROPER LOCATION AND METHOD AS DESIGNATED BY THE LOCAL AUTHORITIES.
C LOCATION OF EXISTING WATER AND SEWER SERVICES TO BE VERIFIED PRIOR TO
CONSTRUCTION.
5, CONTRACTOR WILL CONTACT APPROPRIATE UTILITY OWNERS TO COCIRD114ATL
T
REMOVAL/RELOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. CONTACT
-632-4949. THE
-TI[fr - - - -_ - -_ __w ­1_11 44
NORTH CAROLINA E CALL' SDO CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NON - SUBSCRIBING UnUTIES.
6. THE CONTRACTOR SHALL. AT ALL TIMES, KEEP THE PREMISES FREE FROM A.CCUMULATKWS
NQ
i OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL Lj
-
DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY ak9S x
Sp-
7. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT CITY OF
0
RALEIGH STANDARD SPECIFICATIONS AND DETAILS.
4
-AOL-
x o
AC GRID (NAD 83) o IZI
0 L-)
>< 0
0
0 C,
X
C)
m
X
q >0< GRAPHIC SCALE
100 0 50 100 200
U
1 inch = 100 ft.
MUMCADAMS

\ �21\
- LEGEND 5�
50 -FT NEUSE PoVER BUFFER b
Dz� o
•y
PROPOSED PEOESIPoAN BRIDGE ZONE 1 NEUSE PoVER BUFFER TAVACT$ y
REX DAY y�.... - \\\\\\\\�1 ./- 1.2T5 50. Fr. (aD3 ACRES)
al.
SIG. M Tx
Soac 1•� PROPOSED PEDES7FCAR BRDLE ZONE I NEUSE RIVER BUFFER IMPACTS
f.Sl![ orACRw a— h oT.AAS) IF
a/- BOS SO. FT. (0.02 ACRES)
GRADING LEGEND
�\ a
- _ - - - -- � aaAwALE
t.•., � STGRM 9ERMq lllE
— AG —AG— Roar DAAw. a- AGS _
� .' ..' .. _... . sruTr EA.C[ .aE, —"° MGIA- rERrMArED mares M V
_ r EOUK �.aR .R 40PEn w
y . • Sitlb S WI0`_0RAW COKR PK SCJIEdAF
LOT c —Ts �wEAs
9.74 AC. 0 AwcTM — n —n —n— IME RROTE"M
aM
u.R Or PSTURBAIKE
BUILDING l •�
SS R2SLD6f1T1AL UNR'S �
�
T ^—'1• � �� CRADIHG NOTES
L ti'r •r
T c we a on u c.no, x. cIII,Es R so cmrr iuiA psi ar aaD- tu-wn) At SAS* x wu wawESs
\ O.[S PIAOA ro EanIT, WI4iwAII" L M CswrAIM ro Iwt [.S.0 uTSDL
-� I.aT 7 w' '• � LocnED. w o-two ro "IGI— Arr LOCx ulAa[s TAl FROT[[ TIOR Des s To
m.as Ao -KDn a wnH wr o[ au-. A[IRAi AHr GIAFO.AO[s ro
M OOAOT ..O}MRr
'! 0 -57 AC. \ ] u aRn.c GIUA[S .[ 9QA. Ai ArV.OrR IDWYA3. ACT.L IDWIOM AwD KPOI
ro E COM IMAIG w rlay IOOC CwaTaACTIM w CMlw4m.
•. u OOW"M sro.A AMC TO FAM OF C IAIILS OT[AAn[ IWO,
s Tw+s swu E D[SflAw n GMO ro Awnc M LOID a A rw[ mAa (.G.Gw W
U67.
O
'
RETAINING M REAMf AAAU AT 3W Tr SOF T MME CIS OMCR M IOGTIM of M rAMr rrz 6
. I KT MM VIAL A AT TL CA O M Y SI M MF TUCTO! K ESPMSEE rM rxOES
YKUYUJ6U O.CMAC .AR45 V, NOT LOCATED w .w SEEM my MAT AIO Mw LOASIYUCTIM ODES AGr
STILL FOREST PIACEI tAwoAa wro AR. ADAIASIrT AAraKS art ro AA, MATTER ArCaliORATFD w M OE9M Or M
(PRIVATE) t , r' Rwli O
• - i. �_.___. 1
r� - I i x CO tTr1rI1K10 SICYWO TT WOO _ "AIAL RiRI� CRMd DMAW.G rROA W�RO E.0'QR M a
iE LOT 5 , , J _ _ A.D Gw Ml. ROIAM PO KO.SS•Rr IM M CdSTRKTOA Or M WTA . j W
x• 1 0m I - 1 KTAwwO AALLS !WL E ASSIAfD 10 E aAOVUID .M uT -1R AO.rO. WipAl M
a.., IroE8D n un[s M Cm TO M Oa.rl .T `IQIr ; POOL rnM M
mom Mo M WlA ..L DnacA. —1 KAOAI AIIAAAR M-!iE auu
�"' o • M rM AAD amTUa OT — ELE_ S fbEA M ME RAAS DOI_ rryAw MAO[
FGGWiGO OAT. M [AIOR m[ M W CAI .rl ARL E [YIDAOw ELM MADE ro M
GA-TI M Apt. OTAO[ ro M TM Or M CY lOff C01AlT= 9.ML E IDD.iim M M �/ E
KTAVAwG TILL CMSEUCAM MAATwCi
EM: .. ' a ]. u K,AR.c a.LS GOI 3r rAal TH. -A A s.rt T, RRCE (OEDM ar OT4RS1
O �, E-1
I AMr A SR4 M M KTAww. E ALL01RD .TMw <O � wr- W- .r gAEA: O
r�
�� y I • ,. Sro DADA A ww -ar salt E MKCTEG A.AT M KTAwwc RALLA AR, Au1fOS W ro /c-I
Isl T 1 TM� a M D[ fOP rAEDf1 TO IIAS a9�Ol uTC wAwA n0 MOAL1,r ro M Q
Q ° •i - I °
BUILDING z - x
[m z i l27 RESIDENTIAL UNITS El = -
l.]A AC.
M
- u
I'
m V W
is
ISrtxc- _ LA 1Y_�ARK 11R1Y_E _ _
—"[i r ey RMICT -OF DAY
ANN - - PR. 84 PUBLIC RIGHT -OF -DAY- - ---�_ _
DRIVE - - -
--�
E-31
{! Lor E BUILDING 9 °0
a.az AC. l44 RESIDENTIAL, UNITS o
❑ ALL TION SHAL✓, CONFORM WITH THE / PETCS CAT�ara a U RALEIGH OF
AND sS . I E O
4 - 2 C) � � II')
0 0 T
1011 AC CRID (NAD BJ) O O O i�
!' .,�. � . iis.�l�' ` ■ .CwA - Dip m O
m p m
�•
".,A LL`
ITT KKMM LLC Z
u A1111 nAAAw - - GRAPHIC SCALE
hn." I a
mTO.l s- ox -se. v �
�! 100 0 50 100 200 2 z F
MMMMMMi x
_ -�
1 inch = 100 ft. 'JMCADAMs
N

PROPOSED PEDESTRIAN BRIDGE,
AND ASSOCIATED FOOTERS, TO BE
LOCATED OUTSIDE TOP OF BANK
(I.E. NO STREAM IMPACTS)
a
PROPOSED PEDESTRIAN BRIDGE.
IMPACT:
M\\\\\N 1.215ESO.VFT. (0.03 ACRES)
1
[�`\`\ \ \\ I 805SSO. RIVER . (0.02 ACRES) NE 2
N
w
PROPOSED RETAINING
WALL (TYP.)
LEGEND
50 —FT NEUSE RIVER BUFFER
GRAPHIC SCALE
50 0 25 50 100
I I
I
1 inch = 50 ft.
x: \Projects \TBR\TBR - 14000 \Storm\r tlonds\TBR14000—Gl,dwq. 7/20/2015 4:58:23 PM, Buchholz, George
L I PROJECT NO. TBR -14000 VILLAGES OF LAKE
FILENAME: WCC14000- IMPACT
BOONE TRAIL
SCALE:
1 " = so' INSET 2
I
w DATE: 07-17-201 5 RALEIGH. NORTH CAROLINA
Ix
"
1
JOHN 7M R. hAWNNB
J
COMPANY.I[NC.
ZM Maidian Partway
Durham, North Caro1W 27713
L7ceose No.: C -0293
MCADAMS
1171 -58481 McAda ,com