20170337 Ver 1_401 Application_20170317

CAROLINA
EcOSYSTEMS, INC.
Ms. Tasha Alexander
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
3040 NC 42 West, Clayton NC 27520
P:919-359-1102 — F:919-585-5570
AIDD
E:
March 20, 2017
20170337
RE: Nationwide Permit 29, Pre -Construction Notification
Center Point Pond Restoration, Woodbridge Drive, City of Raleigh
Wake County, North Carolina
Dear Ms. Alexander;
- D
MAR 2 2 2017
DEO-WATER RESOU ES
401 8 BUFFER PERMITTING
Carolina Ecosystems, Inc., on behalf of Center Point Apartments and Wetherill Engineering, has
prepared the attached Pre -Construction Notification (PCN) for the above referenced project to
apply for a Clean Water Act Section 404 Nationwide Permit 29, Section 401 Water Quality
Certification No. 3890, and a 15A NCAC 02B .0233 Neuse River Riparian Area buffer
authorization.
The project is pond restoration in a residential development along Woodbend Drive, east of Six
Forks Road (Figure 1). The pond is an impoundment of an unnamed tributary of Mine Creek,
and has silted in. The feature has become a safety and aesthetic concern for residents. Areas of
shallow stagnant water promote algal blooms during warm months, and provide breeding for
mosquitos and other nuisance wildlife. Transitional wetlands have formed inside normal pool
elevation, some of which would be removed by the project as proposed.
The attached PCN provides information for use in your review of the proposed impacts to
streams, wetlands, surface waters, and buffers associated with this project. Supplemental
information is provided in this cover letter and in the attachments including a Vicinity map,
USGS map, Jurisdictional Features map, and Impact Map. Wetherill Engineering has provided
the attached site plans for your review.
Proposed Impacts and Mitigation
As discussed, the proposal is for Center Point Pond to be dredged, as illustrated on the attached
construction plans. The plan would divert stream flow around active portions of the project
through use of an internal berm. Once complete, a cofferdam and temporary pump around would
enable removal of the berm. Several alternatives were considered. A temporary channel outside
the work area was not feasible due to buried utilities. A full-time pump around was not feasible
due to both cost and the acoustic impact on adjacent residences. A floating dredge was not
feasible due to cost.
The pond area to be disturbed during the project would include 42,855 square feet. Of the 5,618
square feet of wetland that have formed near the eastern end of the pond, unavoidable impacts
would occur through the removal of 2,499 square feet. The remaining 3,119 square feet would be
preserved. Fifteen feet of stream occurs at the far east of the limits of disturbance, and is
included in this request to accommodate a cofferdam at the end of the project.

Center Point Pond Restoration
March 20, 2017
Page 2 of 2
Work area sediment and erosion control measures would be implemented according to NC
requirements, and approved by NCDEQ. Jurisdictional areas and wooded portions of riparian
buffers adjacent to construction areas would be clearly marked with protection fencing or other
similar method to avoid inadvertent encroachment. Copies of permits and impact areas would be
provided to the prime contractor and all subcontractors working in or near jurisdictional areas.
Construction and grading would be completed with typical equipment including track excavators
and graders.
If you have any questions or need additional information, please contact me at your earliest
convenience at [phone] or [e-mail].
Sincerely,
Carolina Ecosystems, Inc.
Chris Hopper
Senior Environmental Scientist
Attachments:
- Pre -Construction Notification (PCN) Form
- Agent Authorization Letter
- Figure 1: Project Location
- Figure 2: USGS 7.5 Minute Topographic Map
- Figure 3: Aerial Photograph
- Figure 4: NRCS Soil Survey map
- Wetherill Engineering Plans

Montalvo, Sheri A
From: Montalvo, Sheri A
Sent: Thursday, March 23, 2017 10:54 AM
To: Chris Hopper
Subject: Center Point Pond Restoration
Importance: High
Follow Up Flag: Follow up
Flag Status: Flagged
Chris,
We received the PCN for the above. Page 10 of 10 was left unsigned. Please email me
signed page so that I can take the project off hold and forward through the review
process.
Thanks
Sheri Montalvo
Administrative Assistant
401 & Buffer Permitting Branch
Division of Water Resources
North Carolina Department of Environmental Quality
919-807-6303 (office)
919 807-6494 (fax)
sheri. montalvo(a�ncden r. qov
Physical: 512 N. Salisbury St., Ste 942-D, Raleigh, NC 27604
Mailing: 1617 Mail Service Center, Raleigh, NC 27699-1617
V'.
'othino 0', res
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ YesX❑ No
2.
Project Information
2a.
Name of project:
Center Point Pond Restoration
2b.
County:
Wake
2c.
Nearest municipality / town:
City of Raleigh
2d. Subdivision name:
Center Point Apartments
2e.
NCDOT only, T.I.P. or state project no: N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Redwood Landings, LLC
3b.
Deed Book and Page No.
Bk 015533 Pg 02236
3c.
Responsible Party (for LLC if
applicable):
3d. Street address:
1 E. Wacker Drive, Ste 1600
3e.
City, state, zip:
Chicago, IL 60601-1901
3f.
Telephone no.:
3g.
Fax no.:
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑X Agent ❑ Other, specify:
4b.
Name:
Mr. John Dilts, Construction Manager
4c.
Business name
(if applicable):
Fogelman Properties
4d. Street address:
4151 Ashford Dunwoody Road, Suite 280
4e.
City, state, zip:
Atlanta, GA 30319
4f.
Telephone no.:
770-231-0062
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Chris Hopper
5b.
Business name
(if applicable):
Carolina Ecosystems
5c.
Street address:
3040 NC Hwy 42 West
5d.
City, state, zip:
Clayton, NC 27520
5e. Telephone no.:
919-274-5979
5f.
Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1707622980 (19.99) and 1707730884 (19.22)
1 b.
Site coordinates (in decimal degrees):
ILatitude: 35.875516 Longitude: -78.639928
1 c.
Property size:
39.21 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Mine Creek (Index No. 27-33-14)
2b.
Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse
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 site is a residential apartment complex. Areas adjacent to the project pond are maintained lawn with scattered landscape trees.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.13
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 560
3d. Explain the purpose of the proposed project:
The project would remove accumulated sediments from a residential pond located along an unnamed tributary of Mine Creek
3e. Describe the overall project in detail, including the type of equipment to be used:
See cover letter and attached construction plans/sequence. Equipment to be used includes excavators, bulldozers, and small construction vehicles.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes 0 No ❑ Unknown
Comments: USAGE visited site no JD yet issued
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Phil May
Agency/Consultant Company: Carolina Ecosystems
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A preliminary JD request being sent to the USACE concurrent with this PCN application.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams — tributaries ❑X Buffers Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Excavation
Riverine Swamp Forest
No
Corps
0.06
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.06
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
Cofferdam
UT Mine Creek
PER
Corps
15
15
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
15
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 T
Center Point Pond
Dredging
Pond
0.98
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
0.98
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d. 5e.
Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
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 vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 T
Pond material lay -down
UT Mine Creek
No
1,575
1,892
B2 T
Pond material lay -down
UT Mine Creek
No
2,889
1,568
B3 T
Pond material lay -down
UT Mine Creek
No
1,127
3,118
B4 T
Pond material lay -down
UT Mine Creek
No
128
1,979
B5 T
Construction Entrance
UT Mine Creek
No
0
374
B6 T
Construction Entrance
UT Mine Creek
No
0
205
6h. Total Buffer Impacts:
5,719
9,136
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Several alternatives were considered. A temporary channel outside the work area was not feasible due to buried utilities. A full-time pump around was
not feasible due to both cost and the acoustic impact on adjacent residences. A floating dredge was not feasible due to cost.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control measures will be implemented according to NC requirements, and approved by Wake County prior to implementation.
Jurisdictional areas that are not permitted to be impacted and are adjacent to construction areas will be clearly marked with protection fencing or other
similar method to avoid inadvertent encroachment. Copies of the issued permits and impact areas will be provided to the prime contractor and all
subcontractors working in or near jurisdictional areas.
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 ❑X 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:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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
buffer mitigation?
Yes ❑X No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
la.
Does the project include or is it adjacent to protected riparian buffers identified
Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
No new impervious surface is proposed. Upon completion of pond restoration, all disturbed areas will be
❑ Yes ❑X No
restored
and revegetated.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑x 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:
BMPs will be constructed in compliance with the Neuse River watershed rules in the locations shown on the attached site plan. Review and approval
of these BMPs and Stormwater Management will be performed prior to any site construction.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
City of Raleigh
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
City of Raleigh
❑X Phase II
❑x NSW
3b.
Which of the following locally-implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state-implemented stormwater management programs apply
❑ORW
(check all that apply):
E] Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached.
5. DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
❑X 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
Yes
❑ No
letter.)
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
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes
❑X 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
❑X 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.
This project would restore a pond in an already developed area. No additional development would result.
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.
No
wastewater will be generated from the project.
Page 9 of 10
PCN Form — Version 1.4 January 2009

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?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS website https://www.fws.gov/raleigh/species/cntylist/wake.html, for Wake County, North Carolina Natural Heritage Program updated
February 6, 2017
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH Mapper
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 ❑X 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?
HPOWEB Map Service http://gis.ncdcr.gov/hpoweb/
National Register of Historic Places http://www.nps.gov/nr/research/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Project engineers will work with Wake County to secure a floodplain development permit, if necessary.
8c. What source(s) did you use to make the floodplain determination?
Wake County GIS floodplain mapping
North Carolina Floodplain Mapping Program http://www.ncfloodmaps.com/
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

CAROLINA 3040 NC Hwy 42 West; Clayton, NC 27520
ECOSYSTEMS, INC. P:919-359-1102 — F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
and/or Description Center Point Apartments
Parcel Identification
Number(s) (PIN) 1707730884,1707622980
City: Raleigh State: NC
Property Owner Information
County: Wake Property Size (Acres): 3.9
Owner: 14 Authorized Agent*: ❑
Name: ,)Zi".N)t1 D I.r PbIAJGS 1-1-C t 61 AAAK 15AACsOAl
Title: T -HG VI AZZ 4F NubSiAf �%pwoeb LAtub
'THE M KA6-ef, GAF 'FqE PLOC—R
Street Address: l &Ar,'_ WAtr_ � 0I17 -F 10
City: (L M I KA Ck State: 1 WN 6 ! S Zip Code: M 0 J
*Written proof of authorization from owner required.
Authorization
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the
U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.
Additionally, I hereby grant Carolina Ecosystems, Inc. (CEI) staff, their designated contractors and representatives, as
well as other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting on-site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of
environmental infonnation, documents, and/or permit requests concerning the above listed property. These services may
include regulatory determinations of environmental features on my property such as issuing a determination associated
with streams and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant suchacce have made CEI aware of, and supplied all available records related to, previous
environmental investigations on t ct property of which 1 have knowledge.
Owner/Agent (signature) Date 42-0-17

Davtsh�ie��
4
Berty Hill of
P p, 7
ti
O
4� y
Oak Creek fid Ston',
�1tioe
etdDr �jpThoma1
StipartOt
AG^M
Foram or f
oa �d Oratterson
6
C
f
�
Strickland Rd
Pony Run i-.
© Vvillianla
�n6 Memorial
o ^
R d
a a
�s
Th;
a
F00�
5`�aN
'v
PI
�', P
a
O^
a0
0` o
Killington
Or
cs 9' Mill Rd
` t ^L,
Uc
Rd
Dixon Or
�� o
o k
¢avenscror
r flt
o �
mvr
ket �c
�yOf
mill
o` 5a
Cedar HillNorth BendUt
e"
Pen Dr
n bark
CAthletic
Fieic. ��� o
°ming Ridge
galley L �edgefand Ur
tAe�lltor Rd
North Ridge
P p, 7
Country vtub
RJn ecrest Rd y
g Mine
�1tioe
etdDr �jpThoma1
StipartOt
Rd
ink Ur
s. WeskV'
Pony Run i-.
© Vvillianla
�n6 Memorial
o ^
R d
1+A
o 5 d
�s
Park
F00�
5`�aN
Lyle oc Forth q,r
t
Killington
Or
Dixon Or
0, O
�o
Faiis Church R�
07
9wood Ot
�}
Cedar HillNorth BendUt
Pen Dr
Athletic Fiel.!6
Cedar Hills d
CAthletic
Fieic. ��� o
e¢ F O�Ie
temp Ur W Millbrook
<,
Rd v v
X
Ivy Lr
y
Pa
c
Dr 0
Fstvlr"w a 3
d Quad
Lat 35.8755 / Long -78.6396
0 E Millbrook ;Id
x Stone�.��
lea` Purdur.St
C r
o aM
<akP Pinecrotf Ur = o`S Indian Trl w
% u
7r 0 a
Project Location:
Rrnrran`'t (arrpt Rd
c °
Wake County
Ortega Rd Q
`
h C
CAROLINA
N
Mile
Study Area
Figure 1:
ECOSYSTEMS
Vicinity Map
0
0.25 0.5
USGS Named Streams
Centerpoint
Apartments
Nlarch 2017
ESRI StreetMap World 2D
Wake County

rr� ���vv��CND
�a
dopa I' v
CAROLINA N Feet Study Area Figure 2: USGS Map
ECOSYSTEMS 0 100 200 Wetlands
Bayleaf and Raleigh West (2013) Centerpoint Apartments
March 2017 USGS 1:24K Quadrangle Maps S Pond Wake County

.. t4,
Cir air
VA
I i
F`
s�
a
r
CAROLINA N
ECOSYSTEMS 0 50 100eet Study Area
Wetlands
March 2017 2013 NC Statewide Aerial Photographs
Figure 3: Jurisdictional
Features Map
Centerpoint Apartments
Wake County

CITY OF
RALEIGH NEON RD
Ps�a
< ti W OODBE,VOOR JPS
�Sr
RF
PROJECT WESTBROOK DR
LOCATION
s+
0
z P�
�yNNpD �00
Sp,N�
VICINITY MAP
NTS
INDEX OF SHEETS
CV -1 COVER SHEET
EX -1 EXISTING CONDITIONS
GP -1 GRADING &EROSION CONTROL
PLAN
PH -1 PHASING PLAN
EC -1 EROSION CONTROL DETAILS
CENTERPOINT POND SITE PLAN
CITY OF RALEIGH
WAKE COUNTY, NORTH CAROLINA
6801 WOODBEND DRIVE
RALEIGH, NC
PIN #: 1707622980
DB 015533, PG 02236
19.99 ACRES ZONING: R-10
GENERAL NOTES
6915 WOODBEND DRIVE
RALEIGH, NC
PIN #: 1707730884
DB 015533, PG 02236
19.22 ACRES ZONING: R-10
TOTAL AREA: 39.21 ACRES
OWNED BY AND PREPARED FOR:
FOGELMAN MANAGEMENT GROUP
4151 ASHFORD DUNWOODY RD
SUITE 280
ATLANTA, GA 30319
- CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY
ASSOCIATED WITH WORK UNDER THIS PROJECT AND FOR COMPLIANCE
WITH ALL LOCAL, STATE AND FEDERAL HEALTH AND SAFETY
ORDINANCES, CONES, REGULATIONS AND LAWS. THIS INCLUDES, BUT
IS NOT LIMITED TO, THE CURRENT REQUIREMENTS MANDATED BY THE
OCCUPATION SAFETY AND HEALTH ADMINISTRATION (OSHA).
- THERE IS NO GUARANTEE THAT UNDERGROUND UTILITIES ARE
DEPICTED ACCURATELY AND UTILITIES IN ADDITION TO THOSE SHOWN
WILL NOT BE ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE
FOR VERIFYING LOCATION OF BURIED UTILITIES BEFORE CONDUCTING
ANY EXCAVATION
WORK. CONTRACTOR MUST NOTIFY NC -ONE -CALL (1-800$384949 OR
811) AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION OR
TRENCHING TO HAVE ALL UNDERGROUND UTILITIES LOCATED, FOR
LOCATION OF UTILITIES NOT MEMBERS OF 811, CONTACT UTILITY
OWNER.
- CONTINUITY OF SERVICE FOR ALL UTILITIES SHALL BE MAINTAINED
DURING CONSTRUCTION.
- CONSTRUCTION SURVEYING REQUIRED FOR AS -BUILT DRAWINGS
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
- ALL PROPOSED IMPROVEMENTS SHALL BE
IN ACCORDANCE WITH CITY OF RALEIGH
STANDARDS AND CONFORM TO THE CONTRACT SPECIFICATIONS.
-NEW DRAINAGE STRUCTURES MAY BE CAST
IN PLACE, PRECAST, OR BRICK BUILT AT THE
DISCRETION OF THE CONTRACTOR UNLESS OTHERWISE NOTED. SEE
DETAIL SHEETS AND PROJECT SPECIFICATIONS.
- CONTRACTOR SHALL RECONSTRUCT ALL LAND DISTURBED BY
CONSTRUCTION ACTIVITIES TO ITS ORIGINAL GRADE AND LOCATION
UNLESS NOTED OTHERWISE.
- GRADES, ELEVATIONS, AND LOCATIONS SHOWN ARE APPROXIMATE.
THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN
CONDITIONS, FOR STATIONS, OFFSETS AND ELEVATIONS. REFER TO
THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND
THE MIDPOINT OF THE LIP FOR CATCH BASINS.
GENERAL NOTES
PREPARED BY:
WETHERILL ENGINEERING, INC.
1223 JONES FRANKLIN RD.
RALEIGH, NC 27606
PH: 919.851.8077
FAX: [phone]
-THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND
EXISTING SANITARY SEWERS
AND WATER LINES. THE CONTRACTOR SHALL CONTACT THE CITY OF
RALEIGH PUBLIC UTILITIES DEPARTMENT IMMEDIATELY AT (919)
250-2737 TO REPORT ANY DAMAGE TO EXISTING WATER LINES OR
SEWERS.THE CONTRACTOR SHALL REPLACE ALL DAMAGED SANITARY
SEWERS AND/OR WATER LINE WITH DUCTILE IRON PIPE, WITH A
MINIMUM 10 -FOOT SECTION. FOR INFORMATION REGARDING UTILTY
REPAIRS, THE CONTRACTOR SHALL REFER TO THE CITY OF RALEIGH
PUBLIC UTILITIES HANDBOOK.
1. SIZE AND VERTICAL AND HORIZONTAL
LOCATIONS OF EXISTING SANITARY SEWER
AND WATER LINES TO BE FIELD VERIFIED.
2. THE CONTRACTOR SHALL ADJUST ALL
WATER VALVES. WATER METER BOXES AND
WATER VAULTS TO FINISHED GRADE.
3. SANITARY SEWER SERVICE SHALL NOT
BE INTERRUPTED AT ANY TIME.
CONTRACTOR TO PROVIDE BYPASS SYSTEM
AS NECESSARY FOR CONTINUOUS SERVICE.
- THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE
THE CUT/FILL LIMITS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE
ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. USE
PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO THE
PROPOSED CURB AND GUTTER OR SIDEWALK. TREE ROOTS EXPOSED
AND/OR DAMAGED DURING CONSTRUCTION SHALL BE PRUNED USING
EQUIPMENT SPECIFICALLY DESIGNED FOR PRUNING. ALL PRUNING
SHALL BE ACCOMPLISHED BY AN ISA CERTIFIED ARBORIST.
GENERALNOTES
-THE CONTRACTOR SHALL CONTACT NC ONE CALL CENTER PRIOR TO
ANY DIGGING.
-ALL PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS SHALL
CONFORM TO LATEST CITY OF RALEIGH PUBLIC UTILITIES DEPT.
STANDARDS AND SPECIFICATIONS. ALL EROSION CONTROL MEASURES
SHALL CONFORM TO LATEST CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS. ALL UTILITY WORK AND ASSOCIATED TRAFFIC
CONTROL IN EXISTING JONES FRANKLIN RD. RIGHT OF WAY SHALL
CONFORM TO LATEST NCDOT STANDARDS AND SPECIFICATIONS.
-THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR
CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BEFORE
PERFORMING WORK IN THE AFFECTED AREA.
-THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO
EXISTING FACILITIES, ABOVE OR BELOW GROUND THAT MAY OCCUR AS
A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR.
-IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS.
-THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING,
SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT
DRY WHILE PIPES ARE BEING PLACED, DEWATERING SHALL BE USED AS
REQUIRED, AND PERMITTED THROUGH LOCAL GOVERNMENTAL
AGENCIES AND WATER MANAGEMENT DISTRICT PER CURRENT
REGULATIONS AT THE SOLE COST OF THE CONTRACTOR.
PROGRESS DRAWING
NOTFOR
CONSTRUCTION
0
0
wW
Qz
zz0
)
aoa
� 3
z
C
a
LWL
C�
z
W
J
Q
z
a
a
U
F
0
z
z
U
IllV.
Q
i
..r.� 15387.70
�—
L. ZPN
COVER SHEET
CV -1
1 e 5 —

PROGRESS DRAWING
NOT FOR
CONSTRUCTION
•W 15387 30
��MVZ
saw -
EXISTING
JDS
CONDITIONS
`POND R TOR dwg
EX -1
2- 5 —
TOPOGRAPHIC SURVEY NOTE:
TOPOGRAPN ICSURVEIPERFORMED Bl' -T. F RILL ENC.INFFRING, INC. NOVEMBER 2016 ANU
ADJUSTED TO NAD83 DATUM.
CB CB
TOP -347.75' TOP=347.87'
INV OUT=340.50' INV IN=340.50'
0 30' 6D• INV OUT=340.24'
SCALE: 1' = 30'
\\
c
END �.�pT
V / FOUND
e
O
ELECTRIC BOX
Di2PIN--FIRE EXT
(3r7 GRILL
DRAIN
00���
/O
END/NGT \ Qv
��e
FOUND Zq: /; POND ELEVATION AT
%RSP NV=336.68' TIME OF SURVEY
, 338.66
338-
INV5,4INV=33718
\
V\
1 TRASH CAN
_
GAZEBO
END NOT1
v END'. NOT �� �,. 3 a J -- FOUND
,
/ FOUND
FIRE EX��
BBQ GRILL—
RILL
TRASH
TRASH CAN—
W
SSMH
END NOT - — TOP=343.77'
"-
SSMH SURVEYED INV IN -337.22'
SSMH
TOP=342.63' = _ NV OUT -337.19'
TOP -343.53
NV IN=331.18' INV IN=33.7 ,,
INV OUT=331.12' INV `DUT=33071 INV=336.20'-----\
FIRE EXT --- �� - aao�<<� dad
STONE BBO
PIT ~
TRASH CAN DI", - _
TOP- 342.35' /"a;__—� END NOT
INV IN=338.27j'/ V FOUND
'.,—
INV OUT=33$.25' -----�/
END NOT
FOUND
PROGRESS DRAWING
NOT FOR
CONSTRUCTION
•W 15387 30
��MVZ
saw -
EXISTING
JDS
CONDITIONS
`POND R TOR dwg
EX -1
2- 5 —

0 30 60•
SCALE: 1-30'
TOPOGRAPHIC SURVEY NOTE:
TOPOGRAPHIC SURVEY PERFORMEII B1W ET.IXII.L TN'GINkkRINC.. INC. NOV EMBER 2011 AID
ADIUSTED TO NAOIO DATUM.
NCOENR SELF -INSPECTION PROGRAM
TME SEDMENTATION POLLLffION CONTROL ACT WAB AMENDED IN 2000 TO REQUIRE
THA TP ER SONS RESONSBLE FORLANASA RBINGACTWITES INSPECTA
CB C13 PROJECT AFTER EACH PMNSE OF THE PROJECT TO MAKE SURE THAT
THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
TOP -347.75' TOP = 3 4 7.8 7' RULES DETALLING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT
INV OUT=340.50' INV IN=340.50' ocioaER 1.2010.
INV OUT=340.24' SELFWONFT NGP OG OMM OF TIME SEPARATE STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELFJNSPEGTION REPORT IS THE
INSTKLATON AND MNNTENANCE OF EROSON ANp SEDIMEWATKkI CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE
CONDUCTED AFTER EACH PHASE OF TME PROJECT, AND CONTINUED UNTLL
PERMANENT GROUND COVER IS ESTA9LISHED.
GRO
TO RLINq ADMINI6TFATIVE CODE CONCERNING SELFINSPECATICNTMS Mr+E ErTjHCLOSED.
BETTER E%PUIN TME REOIRREMENTS, A LIST OF FREOUENRY ASKEp
_ - - - QUESTIONS IS ALSO ENCLOSED, KONG WITH A SEIFJNSPECTION gEPORT FORM.
THE SELFINSPECTION REPORT FORM WLLL ALSO BE AVAk eel c AS AN EXCEL
' \a. R P SPREADSHEET FROM THE UND OUALfTY WEB BRE,
CONST
hllplMww.dFsnrsble.rc.uMpep W eadYnanlellon_rww,NMi
NOTE:
ENTRANCE
(TYP) - TT11111`0ine person conducts the land -disturbing activity 8 any related
ENTRANCE (TVP) ., - borrow or waste activity the related borrow or Waste act shell
- `` , constitute pert of the land -disturbing ectN4 unless the borrow or
waste aClNlty is regulated under the Mining Act of 1971. or Is a
l of Con e9rruDblYYatgged by Ihearp anynrNaabC bonov�iM Or wasie aotMy are
/ - \ not conOuctedbycthheeyseme Ppeerson, they shall be considered
- \ Separate land -disturbing OCtivtties and must be ermMed either
,�' c'� / ITA ' . • \l th=h the Sedimentetlon Pollution Control Act as a one -use borrow
/ she or through the Mining ACL
\� ' END` T
FOUI�oPOND MATERIAL LAY -DOWN
` AREA. (TYP)
� LEGEND
DIFLAM
TYPICAL EQUIPMENT (zo 07)
ACCESS ROUTE
/ CONTRACTOR STORAGE.� _ -r , \ \ — ' — • — LMns of DIBnIRS,w.
STAGINGAREAI X' \\ \ —X BKT 1M.
, TREE PROTECTpN FEMME
ELECTRIC'-qOX
/ 6" D -RAIN
FIRE 'TXT
BBG GNJI L
LIMITS OF DISTURBANCE
2.892 ACRES
DRAiN, A V A
Q• / v
\ \ SILT FENCE (TYP)
PROPOSED POND-
// / QQ ACCESS POINTS 3,3j N, - --
N 'NOT a \ \
UND 2 / s POND ELEV TION AT
NV=336.68' TIME OF S RVEY \
338.6
35,49' INV -337.I8'
°' \ 338 338 33)6 J 5 331
TRASH CAN\ TREE PROTECTION
\ - I GAZEBO ' FENCE(TYP)
\ END' NOT
nt
FOUND
"1+r
FIRE EXT
BBO GRILL\ i
CONTRACTOR ST -Q
TRASH CAN ---STA GIN GAREA
R
SSMH VEYED \ /34
1\ SSMH a
TOP 342.63' STOP=343.53 k" = -
INV IN=331.18'
\\\ '- - -.- iNV�INIt
INV OUT=331.12' INV'017�
SITEAREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIMEFRAME
FRAME EXCEPTIONS
Parknebr m..
brebs. dkcnea
> drys
NmM
e abuse
PIT
H OuakN
IHOWI
idrye
Nate
Zones
CONSTRUCTION SEQUENCE
Skq°^ebeper
Man3:1
]drys
N.—emIv. bMInIanam—
a,sM w@Mn2:T14dryssso ,u1
Skges 3:1 a
14 drys
7-dryc W..— peabr
hailer
' � --
_
_-- - -1
Nan SOhM b Wglh
a aMar.reae
AM Wpea M1Mr
10 dei.
Norc
IaXcaq la perYlMMs erld
Men 4:1
n
NOW ZarNa
or Paler slleapetlOc mndltlwM uri make mnpYll®Y�MraeYmk.• (gecyon n.B (2Mb)
telQetJIE YOV OIOI
C; Al.l_ 7-aOD•di[-iii
NC. C��•C�N uQ�@/f W
GENERAL NOTES
1, E%ISDNG UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE
BASED ON FIELD SUrtVEYS AND BESTAVAILASEE RECORD DRAWINGS.
THE CONTRACTOR SHALL FILED VEHIFY CONDINOHS FRIOR TO
STARTING CONSTRUCTION AND NOTIFY INE ENGINEER OF ANY
DISCREPANCIES
2. THE CONTRACTOR SWAEL CONTACT NORTH —OUNA ONE CALL AT
1-0OL6W2 FOR ASSISTANCE LOCATING EXISTING UTBITIES THE
CONTRACTOR BMALL GAEL AT LEAST AS PRIOR TO ANY DIGGING
3 ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH AND
NCDOT STANDAHOS AND SPECIFICATIONS. ALL WATER AND SEWER
IMPRWEMENTS SHALL CONFORM TO THE CITY OF RALEIGH STANDARDS
AND SPECIFICATION
4. WETHERIU. ENGINEERING RIC DOES NOT CERTIFY TO THE EXISTENCE
OR NONE%ISTANCE OF ANY UNDERGROUND UT LITIES THAT MAY OR
MAY NOT EXIST WITHIN THE BOUNWRES SHOWN HEREON
5 TOPOGRAPHIC SURVEY AND BOUNDARY INFORMATION TAKEN FROM
SURVEY PREPARED HY WETHERILL ENGINEERING, INC.
EROSION CONTROL NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL
REQUIREMENTS
3 EBOepN ComRINSTALLED
OL PRACT CES MUST BE AND --ED
TO RETAIN SE➢MENT WITHIN THE S—AR ES OF TI1ESITE GROUND COVER
a unpN SHALL BE IN ACc DANCE WITH xPOEs
PERMIT AND STARIe TION
CHART 'ELM.
Ll4 NTENANCE ALL EROSION AND SEDMENT CONTROL PRACTICES TO BE
INSPECTED WEEKLY AND AFTER EVERY RUNOFF PRODUCNG RAINFALL
EVENT NEEDED REPAIRS WILL BE MADE MMEDATELY.
MAXIMUM GRADED SLOPE SHALL NOT EXCEED -0 (21 TO ONE O1.
TOTAL LOT G DISTURBED AREA IS 125,987 SF (2892 ACRES).
END NOT
FOUND
A
O
SSMH
T0P=343.77'
NV IN=337.22'
INV OUT -337.19'
PROGRESS DRAWING
NOT FOR
CONSTRUCTION
qWC'15387 JO
31
��
SQW-
GRADING & E/C PLAN
a
INV -3 3Q
FIRE_EXT❑/�
PIT
/x
x
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS
2. INSTALL EROSION CONTROL PER THE PIAN
TRASH CAN \.
DI
' � --
_
_-- - -1
0
FOLLOWING NCDENH AND
CXCAVATKE WR 3TMMRD3 ANO SPEGIFIU
TOP�3.42.35'
'ZJ
y�
��GJ� �' � ENU NOT
n
3. EXCAVATE TO CREATE SUMP AT OIIILET STRUCMiE APPROXIMATELY
UC`FU
4' DEEP.
IN
N=33$'27;
/�
�.�� FOUND f
'S1 � / '� _-.'
/. INSTALL PUMPISIAT OUTLET SUMP TO OE-WATERPOND.
IN
/
5. AFTER POOR HAS —WATERED AND IS DRY ENOUGH. EXCAVATE q
, ' /' 35_--___ /---
TRENCH TO ELEVATION TIONDs4 ALONG SOUTHERN EDGE OFPOND.
MVNTAN AA:13 SLOPE ON PWW BANK CREATE AN EARTH DME
, '
, _ /
) / •
ELEVATION 340 USING POND SEDIMENT OR IMPORTED FILL. MMNTAINING
IN
•
A 3:1 SIDE SLOPE. SEE PHASING PLAN SHEET.
6. REMOVE PUMP(S) FROM OPERATION ALH STREAM FLOW TO,
_ ,
AND EDIT THE POND THE O
THE OUTLET STRUCTURE
END N O T
]. EXCAVATEFROM
EPONDSEgMENT FROMNORTHERN IDE
NORH
FOUND
BE ME ONCAPOND.PLACE
SEDIMENT TOD IAYOOWNAREAS DISSHOWN TATHE PLAN. ALLOW
SEDIMENT ACCEPTABLELEVEL TO
PILE-WATEIAND ANTOAN
PREVENT SPILLAGE LURING TRANSPORT TO A WASTE SITE. REPENT
THIS PROCESS UNTIL A POND BOTTOM OF 33415 ACHIEVED WITHIN THE
NORTHERN SIDE THE POND.
IC
0. MAINTAIN THE MAJORITY OF THE TARTM DEE WHILE THATNN
STREAM FLOW AT INLET/OUTLET TO THE NEWLY EXCAVATEDN NORTHRTH ERN
SIDE OF THE POND. SEE PHASING PIAN SHEET.
]. EXCAVATE POND SEgMENT FROM SOUTHERN CODE OF POND. PLACE
SHOWN THE PLAN. ALLOW
SEDIMENT To MN IAYDOWN AREAS TO
DE -WATER AND DRY TORN ACCEPTABLELEVELTO
SEDIM'EVENT
PI
PREVENT SPILLAGE DURING TRANSPORT TO A WASTE BRE.LONG T
PROCESS OCESS UNTIL A POND BOTTOM OF 331 IS ACHIEVED KONG THE
SOUTHERN EDGE.
B. NSTAELPUMPSA LOWER THE WATER ELEVATION OF THE POND TO
REMOVAL OF
ALLOW PEWS)OF THE CAME,
9. REMOVE PUMPISI
PROGRESS DRAWING
NOT FOR
CONSTRUCTION
qWC'15387 JO
31
��
SQW-
GRADING & E/C PLAN
a

TOPOGRAPHIC SURVEY NOTE:
IOPDGRAPHIC SURVEI'PERFORMED.I'WETHERILI. FN(:INEERIN(;, INC, NOV Bt{t 2014 AN
ADHJSTEDTONAD8 ATOM.
/ / \ ELECTRIC BOX
6 DRAP N '--BBQ
EXT
� BBO GRILL
WWW \
SCALE: i'=30' / / DRAIN.
r.
0
00 / / = `IMPERVIOUS EARTH DIKE
END/NOT
F UND?q POND ELEVATION AT \
Z RSPTIME OF SURVEY \
/ V=336.68' - 33866 •A
INV -337 IB �'• � _
-
uS
,n.( � `�o � V-335 49' ,
J /
TRASH
GAZEBO
B \1
\ NOT 1 CA ENO NOT
END.
\ �-�. ' , -- � _ U
\ -
FOUND �� , J - `^-. � ' ; 1 •---- _
FIRE EXT
BBO GRILL—
TRASH
RILTRASH CAN
,
MAINTAIN STREAM FLOW
�\ SSMH
END NOT TOP=343.77'
SURVEYED
SSMH '� � � "`I� �. INV IN=337.22'
TOP -342.63' TOP=343 53' ��� INV OUT
=337.19'
INV IN=331.18' NV IN=331.7', ��\`
NV OUT=331.12 INV'DUT=331.71' NV 336.20
FIRE EXT
—STONE BBO
BBO
PIT
PHASE 1 A.
ZTRASH CAN o
TOP342.- -- - -
DI
35'' i
,, _ END -NOT NDT
�
TOPOGRAPHIC SURVEY NOTE: / ��,'�• i�
TOPOGRAPHIC SURVFI'PERFORMED BI'WETIDiRILI. EN(iMEERDJG, MC, 6f1BER 2010 / ,' // \ ELECTRIC BOX
ADIUSTED'EO NAD83 DATUM. / \ ��
6 DRAIN FIRE EXT
�
_FIRE
GRILL
000
\
0 3a sD' - � � V C�-'--�i�.. -DRAIN,
MAINTAIN STREAM FLOW
SCALE: 7':3ry O�' • �•/�/ \ \ - -.- �
1 \ "
l
•
IM PERVIOUS EARTH DIKE \\
ENn/NOT — G
UND 21POND ELEV N AT \ --
/ R�'NV=336.68' TIME OF SU Y ��-
338 66
L.S \
LS
ilf \
INV � >, 49
33
J
TRASH
N
/ W -
GAZEBO
\ ` "•. `, ' - - \ I END NOT
\ \�` - FOUND
\ END' NOT \ J G CA
/ FOUND b �' •
s
FIRE EXT ' L S J Il
BBO GRILL
TRASH CAN U _c c
W Z
;
1
END NOT \ SSMH
SURVE-
� SSMH '1� zz INV IN4
YED
SSMH 337 22'
TOP=342.63' TOP=343.53' INV OUT=337.19'
INV IN=331.18' -- --- _ ---
NV IN=331.77'.
INV OUT=331.12' INV ,OUT=331:71' INV=336.20'
FIRE EXT
STONE BBD
PIT
PHASE 2
I -
TRASH CAN
TOP -342.35' EFO NOT
--1 FOUND '
PROGRESS DRAWING
NOT FOR
CONSTRUCTION
d
z
O
z u
F19
[� O
Q z
O
W �
U
Qz
Zzu
C)
ao�
0
z
^ANO
W
h H
W
U w
Q
3
15JB7 30—
�mVz
JDSs9w—
PHASING PLAN
PH -1
4 s 5 —

EC kM
TX�'E:::
ANTiMdf ClM TOl7flZLi--�
He I PEQNBY'oNSEF
TmaEW0.T[e NRF/,
°b 9' ao$ a �°
` mpF
Nwhr, CLE 9.1.ME u'YYaMATMARD FOR
i StTRpCE SiGtX.G6£!�'.4:EG!^Y E,NpygE
�i�
° �
T BIOME I'C BF..EL` °
Jl'RA?T'.AZ�
�o RAtiICkdlYV3T; fj
' 8�° �° cc. �'i
e o°4��0 oRr°e a°I_!
ffiOW'.AjaO`DTw
�FFBCiLFT
iSFBRFi+ra'E.
MIIE/4"RB.P
�l3_
v4N8'?RlC' CMI EfiFY+h1.k H lib' -_G.
R.^M5'�. C* DA f E�rh4£BUC.y TMaT
"+P1A.^.BIK£':E'66kh'iS YT TE tT4OlE TPAIEiB[G
SBRT+IE Ei NE '.EN,YME'AEE �F'IrE
'E'i91E.k t %»rB.EG SEFCRE EM"EABIP'F�
R.RYE FCi+Hi.9 T1$iFN3'Di.�.R'T�T_C4M$'F$:Tay
E`+^P.4RGF EYEY£T.
>�f�[�\\#-PLAN
k ° $$L T FE4l�E
4a•A Y.�aM4J.CIW
FX6TK./MZ'a+Wk � 36t9pY, b?!t � \
IMFil�10
`— FAORC Om BF'GNE
CROW SES
'nN.NROK 17?wTLMa pRml
I
MAMENPNCE: CLEM OUT AT W% CAPAC RY
LVEOFFENCM"WWN 0
-PRC9s�q
u
:+JTi N'nWn.
j iEf.70N Y£41R
FRONTVIEW lilt 4' 2
NaTEF: "��T"II�11..
. tOwr WL NJa elEl meH14
9.6 0 Ci ATRYCE 1EE0!'0 F 'tANFQ W.�K
a.mrc.e.An aeNNww'-rFc-rlcc s. Fa-9c.c...rw
0®AENf/ENCf FETFM GC [Ya9 �f]9Ec „ Kf Vvl'E9
RI1Wtq LCMl4XR�iN@61�E6A3h IFrt'eRq.
nAMecmM
crestas
wpee
8 $
-HO TREE PRU'ECTC'N FENCE OETAL 8 REWRD
TmaEW0.T[e NRF/,
WRPRO WTO, OFTREECONSW ATIMOE E
` mpF
Nwhr, CLE 9.1.ME u'YYaMATMARD FOR
Qg 1¢$p
i
Ve,ff OF EXISTNO TREES IWEECTETk 7.2 7E,
WARNMK9 SKIN DETAL
tFiiEF'
.-.=:exalswmwonwxrnrea�c+m+�a�.
I
MAMENPNCE: CLEM OUT AT W% CAPAC RY
LVEOFFENCM"WWN 0
-PRC9s�q
u
:+JTi N'nWn.
j iEf.70N Y£41R
FRONTVIEW lilt 4' 2
NaTEF: "��T"II�11..
. tOwr WL NJa elEl meH14
9.6 0 Ci ATRYCE 1EE0!'0 F 'tANFQ W.�K
a.mrc.e.An aeNNww'-rFc-rlcc s. Fa-9c.c...rw
0®AENf/ENCf FETFM GC [Ya9 �f]9Ec „ Kf Vvl'E9
RI1Wtq LCMl4XR�iN@61�E6A3h IFrt'eRq.
nAMecmM
crestas
wpee
8 $
to
Qg 1¢$p
i
N
t6Zo
N � gUT
�
� 3
m
(—,LIN 1 hKFUIN1' YUND RESTORATION ��
g m o z F g[ WOODBEND DRIVE ���L/[�TC�FR L n o
l J o RALEIGH, NC ���IINEERII�� o A
oo $ N R WAKE COUNTY NORTH CAROLINA A o N
m w 9oFm IB"m a m m y
FNeak Nmm Cv w V"
EROSION CONTROL DETAILS
N onlm,v°OY alas s�svfrw� �,cnr

Page 10 of 10
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
RYes
❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act i
RX Yes
❑ No
impacts?
5c. if yes, indicate the USFWS Field Office you have contacted.
i
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS website https:/twww.fws.gov/raleigh/species/c.ntylisttwake.htmi, for Wake County, North Carolina Natural
Heritage Program updated
February 6,2 0 1 7
6. Essential Fish Habitat (Corps Requirement)
Ga. Will this project occur in or near an area designated as essential fish habitat? YesX❑
No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH Mapper
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)?
j
7b. What data sources did you use to determine whether your site would impact historic or archeological
resources? j
HPOWEB Map Service http://gis.nodcr.gov/hpoweb/
National Register of Historic Places http:/Iwww.nps.gov/nr/research/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain? X❑ Yes
❑ No
—._.._..--_..__........_.... ............ _._._.._.._......... _.-_._...... _...... _.._._................ ---_-__....... _..-._ -—_......_ ....._.......--................
_._._................. __........ _...... _.._ .... _.............. __._._..._.i
8b. If yes, explain how project meets FEMA requirements:
Project engineers will work with Wake County to secure a floodplain development permit, if necessary.
8c. What source(s) did you use to make the floodplain determination?
Wake County GIS floodplain mapping
North Carolina Floodplain Mapping Program http:/twww.ncfloodmaps.com/
j....._..._...___.....___.........-_.._........
!
Applicant/Agent's Printed Name Agent's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10