20052070 Ver 2_401 Application_20150508

c)006"00-�o V a—
Soil & Environmental Consultants, PA
8412 Fails of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sandec.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Deborah E. Shirley
Soil & Environmental Consultants, PA
Re: Weaver Pond Subdivision -Phase 2C
Zebulon, Wake County, NC
$P QMay 8, 2015
S ct # 8713.131
NC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 9th Floor
512 North Salisbury Street �--�—
Raleigh, NC 27604 I
D �-
All p
L
DEQ,
On behalf of the applicant, Weavers Pond Development Co., LLC (Attn: David Berry) please find
attached a complete application and supplemental information requesting written concurrence from the
U.S. Army Corps of Engineers and the N. C. Division of Water Resources (NCDWR) that the activities
proposed below may proceed under Nationwides Permit 3 & 29 and Water Quality Certifications 3883 &
3890. Please contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
Weavers Pond Subdivision
Project Type
Residential Development
Owner / Applicant
Weavers Pond Development Co. LLC
CountyWake
0.293
Nearest Town
Zebulon
Waterbod Name
Beaverdam Creek
Basin & HUC
Neuse; 03020203*
Index Number
27-86-2-3
Class
C NSW
please note that with further review, the incorrect HUC was identified on the previous 2005/2006 application.
IMPACT SUMMARY
Stream Impact (acres):
0.037
Wetland Impact (acres):
0.227
Open Water Impact (acres):
0.029
Total Impact to Waters of the U.S. (acres)
0.293
Total Stream Impact (linear feet):
167
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Forms
USGS Topographic Map
NRCS Soil Survey Map
NCDWR Buffer Determination (NBRRO14-141)
Jurisdictional Determination-AID#SAW-2013-01731
Nationwide Permit Verification-AID#'s 200520460 and 200620187
t r -S
L
LM�'qnfc40,AY/IR

Water Quality Certification Approval-DWQ Project #2005-2070
Zebulon Planning Department, Memorandum-February,27, 2006-•
C
Fire Department Access ode
NCEEP Receipt -June 21, 2006 .
NCDMS Acceptance -May 5, 2015
Existing Conditions & Overall Impact Maps
Impact, Exhibits and'profiles
NCDWR ONLY:
-•$570 Application'Fee,,
.Drainage Area Map _
",,:Grading Plam
Grading and Drainage Details-
-.,LS-VFS Supplements
r Splitter Box Design
O&M Agreements
t -
is .

Strickland, Bev
From: Deborah Shirley <dshirley @sandec.com>
Sent: Friday, May 08, 2015 12:11 PM
To: Strickland, Bev
Subject: Weavers Pond Application 05 -08 -15
Attachments: FINAL PCN Application-Weavers Pond 2C_05- 08- 15.pdf, Diffuse Flow Package with
Final Application_05- 08- 15.pdf
Attached are the scanned PCN app package and the diffuse flow package, these are being couriered to your
office today.
Let me know if you need anything else!! Xoxoxox
Deb
Deborah Edwards Shirley
Environmental Specialist
Soil & Environmental Consultants, PA
NEW ( "'P 11 11 CE U.',) A r i ,) N,
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
919 - 846 -5900 (office)
919 -673 -8793 (mobile)
Iry Iry Iry . S a n d. E C. c o III.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This
electronic communication may not have passed through our standard review /quality control process. Design data and recommendations included herein are
provided as a matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature
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THINK BEFORE YOU PRINT

Environmental Consultants,
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attm James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Deborah E. Shirley
Soil & Environmental Consultants, PA
Re: Weaver Pond Subdivision -Phase 2C
Zebulon, Wake County, NC
R all 6K 4i. NC }}2761 i • H lie: (x)19) 840 -5900
�.3111]f'C .i 1)911
May 8, 2015
S& EC Project # 8713.P1
NC DW R. 401 & Buffer Permitting Unit
Attm Karen Higgins
Archdale Building — 9'0 Floor
512 North Salisbury Street
Raleigh, NC 27604
On behalf of the applicant, Weavers Pond Development Co., LLC (Attn: David Berry) please find
attached a complete application and supplemental information requesting written concurrence from the
U.S. Army Corps of Engineers and the N. C. Division of Water Resources (NCDWR) that the activities
proposed below may proceed under Nationwides Permit 3 & 29 and Water Quality Certifications 3883 &
3890. Please contact me at (919) 846 -5900 if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
Weavers Pond Subdivision
Project Type
Residential Development
Owner 1 Applicant
Weavers Pond Development Co. LLC
Coun
Wake
Nearest Town
Zebulon
Waterbody Name
Beaverdam Creek
Basin & HUC
Neuse 03020203'
Index Number
27- 86 -2 -3
Class
C, NSW
.please note that with further review, the incorrect HUC was identified on the previous 200912006 application.
IMPACT SUMMARY
Stream Impact (acres):
0.037
Weiland Impact (acres):
0227
Open Water Impact (acres):
0.029
Total Impact to Waters of the U.S. (acres)
0.293
Total Stream Impact (linear feet):
167
Attachments:
Pre - construction Notification (PCN) Application Form
Agent Authorization Forms
USES Topographic Map
NRCS Soil Survey Map
NCDWR Buffer Determination (NBRROI4 -141)
Jurisdictional Determination -AID #SAW - 2013 -01731
Nationwide Permit Verification- AID #'s 200520460 and 200620187

Water Quality Certification Approval -DWQ Project #2005 -2070
Zebulon Planning Department Memorandum- February 27, 2006
Fire Department Access Code
NCEEP Receipt -June 21, 2006
NCDMS Acceptance -May 5, 2015
Existing Conditions. & Overall Impact Maps
Impact Exhibits and profiles
NCDWR ONLY:
$570 Application Fee
Drainage Area Map
Grading Plan
Grading and Drainage Details
LS -VFS Supplements
Splitter Box Design
O &M Agreements

13 G7 3'
5 _�
� ;c
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 14
RCN r=oan — Version 1.3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Section 4174 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 29 & 3 or General Permit (GP) number: NIA
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
Z 401 Water Quality Certification — Regular Nan -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes 0 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.
0 Yes
❑ No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)"?
❑ Yes
No
2.
Project Information
2a.
Name of project:
Weavers Pond Subdivision -Phase 2C
2b.
County:
Wake
2c.
Nearest municipality 1 town:
Zebulon
2d.
Subdivision name:
Weavers Pond
--
2e.
NCDOT only, T.I.P. or state
project no:
FN/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Weavers Pond Development Co. LLC
3b.
Deed Book and Page No.
D.B. 14947: Pg. 1191
3c,
Responsible Party (for LLC if
applicable):
David Berry
3d.
Street address:
9407 Barfons Creek Road
3e.
City, state, zip:
Raleigh, NC 27615
3f.
Telephone no.
919 -604 -1928
3g.
Fax no.:
NIA
3h.
Email address:
NIA
Page 1 of 14
RCN r=oan — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
Q Agent Z Other, specify: Owner- please send correspondence to troth owner
and agent.
4b.
dame:
David Berry
4c.
Business name
(if applicable):
Weavers Pend Development Co. LLC
4d.
Street address:
9407 Bartons Creek Road
4e.
City, state, zip:
Raleigh, NC 27615
4
Telephone no.:
919 -604 -1928
4g.
Fax no.:
NIA
4h. Email address:
NIA
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Deborah Edwards Shirley
5b.
Business name
(if applicable):
Soil B Environmental Consultants, PA
5c.
Street address:
8412 Falls of Neuse Road, Suite 104
5d.
City, state, zip:
Raleigh, NC 27615
5e.
Telephone no.:
919 -846 -5900
5f.
Fax no.:
919- 848 -9467
5g.
Email address:
DShirley @SandEC.com
Page 2 of 14

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel ID: 9795 -79 -6490
1 b. Site coordinates (in decimal degrees):
Latitude: 35.8590 Longitude: - 78.3339
(DD.DDODDD) ( -DD DDDDDD)
lc. Property size:
t 173 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Deaverdam Creek 27- 86 -2 -3
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Neuse; Hydrologic Unit Code 03020203
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 existing conditions on site are agricultural and wooded, with a large pond. Phase 1 (south of Pippin
Road) which was previously permitted. has been constructed. The southern portions of Phase 2 (north of Pippin ,Road)
have been graded and infrastructure has been completed. The general laird use in the vicinity of the project is primarily
wooded, some agricultural and residential.
3b. List the total estimated acreage of all existing wetlands on the property:
Approximately 5.88 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 4.294 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is complete a residential development that was previously designed and approved
by local, state and federal permitting agencies. The purpose of the proposed impacts is to access the northwestern and
the eastern portions of the property, in addition to providing utilities.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of constructing a road crossing to access the north side of the property on the western
side of the stream & pond system, to construct a road crossing to access the northwestern "pod" of the property,
and to construct a road crossing and utility crossing at the pond dam to access the eastern side of the property.
Development on the property will include roads, utilities, residential lots and diffuse flow facilities. Equipment such
as bull dozers, bucket loaders, excavators and other typical equipment used for land disturbance and construction
will be utilized for this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property 1
Yes ❑ No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary Final
Comments: AID# SAW-2013-01731
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Soil & Environmental
Name (if known): Steven Ball
Consultants, PA Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Property was delineated in 2004 and then again in 2013 by S &EC. USA CE site visit verifying jurisdictional areas
conducted on September 5. 2013 with James Lastinger (AI,D# SAW - 2013 - 01737). A NCD WQ Neuse Buffer
determination was conducted on June 23, 2004 with Michael Horan (NBRRO #04- 0211), an updated NCDWR Neuse
Buffer determination was conducted on June 6, 2014 with James Graham (NBRRO #14 -141).
Page 3 of 14
PCN Form — Version 1.3 December 10, 2008 Version

Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for
Z Yes ❑ No El Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
In 2005 an application was submitted to both the USA CE and the DWQ for impacts to streams, wetlands and riparian
buffers for impacts associated with the residential development Weavers Pond. A Nationwide Permit 12 & 39 was issued
on March 13, 2006, AID # 200520460 and 200620187 (see attached). A 401 Water Quality Certification and Neuse
Buffer Authorization Certificate Approvals were issued on March 20, 2006, DWG? Project #2005 -2070 (see attached). The
404 Nationwide Permit Verification required compensatory mitigation for 0.46 acres of riparian wetland impact, 0.5 acres
of riparian wetland mitigation was paid to the NCEEP on June 21. 2006 (see attached receipt).
It is important to point out that this request is a continuation of the construction plans originally approved in 2006 by
Zebulon and Wake County, both entities have determined this project to be grandfathered. The project sat dormant for
several years and the property was foreclosed on, the new owner is now proceeding with the Phase 2 construction
already approved by Zebulon and Wake County.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
This phase 2C is a continuation of the original 2006 approved construction plans for Phase 2. All proposed impacts for
the entire development have been included within the application submittal. No additional impacts to waters/wetlands are
anticipated for the "future development" of residential lots. No additional phases beyond what is shown on the Overall
Impact Map are planned.
Page 4 of 14

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams - tributaries Z Buffers
Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d,
2e.
2f.
Wetland impact
Type of jurisdiction
number — Permanent
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
P or Tem ora T
if known
DWO — non -404, other
acres
W1 ( #2) ® P ❑ T
Road Crossing-
Culvert &
Bottomland
Yes
0 Corps
0.166
Dissipater
Hardwood
❑ No
DWQ
W2 ( #2) ❑ P ®' T
Road Crossing-
Construction
Bottomland
Yes
® Corps
0.06'7
Corridor
Hardwood
❑ No
❑ DWO
W3 ( #3) ® P T
Road Crossing-
Construction
,Headwater
Yes
Corps
0.004
Corridor
wrest
E] No
❑ DWO
W4 ❑ P [] T
❑ Yes
❑ Corps
❑ No
[] DWQ
❑ Yes
❑ Corps
W5 ❑ P ❑ T
[] No
❑ DWQ
2g. Total wetland impacts
0.227
2h. Comments: Total permeant impacts utilizing NWP 29 - 0.166 acres; total temporary impacts utilizing NWP 29 = 0.61
acres
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number - Permanent
(PER) or
(Corps - 404, 10
stream
length
(P) or Temporary (T)
intermittent
DWO _ non -404,
width
(linear
(INT)?
other)
(feet)
feet)
Road Crossing-
UT to
❑ PER
( Corps
S1 ( #3) ED P ❑ T
Culvert &
Beaverdam
INT
DWQ
11
96
Dissipater
Creek
Road Crossing -
UT to
❑ PER
❑ Corps
S2 ( #3) ❑ P ® T
Construction
Beaverdam
INT
DWQ
11
21
Corridor
Creek
S3 ( #4) P ❑ T
Dam
Maintenance -Pipe
U T to
Beaverdam
—
E] PER
Corps
6
45
replacement
Creek
®N
❑ DWQ
(NWP 3)
S4 (#4) ❑ P :D T
Utilities -Water
UT to
Beaverdam
❑ PER
® Corps.
6
5
Main
Creek
E INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments: Total permanent impacts utilizing NWP 29 = 96 linear feet; total permanent impacts utilizing NWP 3 = 45 9finear
feet; total temporary impacts for construction and utilities (NWP 29) = 26 linear feet.
Page 5 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposers impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then inclivid ally list all open water im acts below.
4a.
4b,
4c.
4d.
4e.
Open water impact
Name of waterbody
number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Tem ora T
01 (#4) ® P ❑ T
UT to Seaverdarn
Road Crossing
Pond
0.029
Creek
02 ❑ P ❑T
0. Total open water impacts
0,029
4g. Comments: Total permeant impacts utilizing NWP 29 = 0, 029acres
5. Pond or Lake Construction
If pond or lake construction proposed, then com fete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flood
ed
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit lE] no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 14

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f,
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name:
mitigation
(square feet)
(square feet)
Temporary T
required?
UT to
❑ Yes
B1 (f#3) 0 P ❑ T
Road Crossing
Beaverdam
No
6,233
4,542
Creek
UT to
❑ Yes
B2 (#4) El P El T
Road Grossing
Beaverdamm
No
4,879
5,979
Creek
UT to
❑ Yes
B3 (#4) ❑ P F-1 T
Dam Maintenance
Beaverdam
No
7,112
2,900
Creek
--
UT to
❑ Yes
B4 (#4) [] P E] i
Water Main
Beaverdamn
❑ No
620
103
Creek
6h. Total buffer impacts
18,844
13,524
6i, Comments:
Page 7 of 14

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
SBEC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to identify
natural resources so that the project engineer could design a site plan that would minimize impacts to the maximum
extent practicable. The proposed project includes three remaining impact areas to the Weavers Pond Subdivision.
Please note that the impacts numbers are successive to the previously authorized project. The proposed Wettand
Impact #2 is a new impact area however was shown as a future impact on the previous authorized site plans. This
crossing is necessary to access the northwestern portion of the project. The Town of Zebulon and the 2000 Edition
of the International Fire Code requires 2 points of access for the proposed number of residential lots, I have
attached both a memorandum from the Town of Zebulon and the 2000 Edition of the International Fire Code for
reference. This proposed impact includes permanent and temporary wetland impacts for a road crossing. The
proposed Crossing #3 Impact Area was previously authorized as first a standard culvert and then later an Arch
Span. Further investigations determined the lack of bedrock to support the Arch Span; therefore the applicant is
again proposing a standard culvert road crossing. This proposed impact includes permanent and temporary stream
impacts, along with temporary wetland impacts and riparian buffer impacts for a road crossing. Headwalls have
been proposed to minimize total impacts. The proposed Crossing #4 impact Area is a new impact area however
was shown as a future impact on the previous authorized site plans. This road crossing and water line is necessary
to access the eastern portion of the project and provide utilities. Similar to Impact #2, a second point of access is
required by Zebulon and the Fire Code for emergency access. This proposed impact include permanent and
temporary stream impacts and open water impacts associated with the road crossing and water main. Additionally,
the applicant is proposing dam maintenance to improve the integrity of the dam structure. The applicant would like
to utilize NWP 3 for impacts associated with the dam maintenance, specifically the new outfall and riparian buffer
impacts..
Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 29 & 3. With
respect to residential development conditions (NWP 29- Regional Conditions section 4.0) there are no impact
associated with single - family recreation facilities, there are no permanent wetland or stream fills proposed within the
floodwayJfloodplain and the stream classification for this project is C, NSW (i.e. not Outstanding Resource Waters,
Nigh Quality Waters, Coastal Wetlands or wetland adjacent to these waters).
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction techniques will consist of installation of coffer dams upstream of the impacts with clean water by -pass
piping provided. The impacted areas will be wrapped with temporary silt fence with a reinforced outlet during the
installation of the culvert crossings and placement of the roadway embankment fill. Construction will also be
requested to on!y take 21ace during Yry periods to minimize downstream im acts..
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
E Yes Q No
The proposed permanent impacts to streams are below
2a.
does the project require Compensatory Mitigation for
150 linear feet however proposed permanent impacts to
impacts to Waters of the U.S. or Waters of the State?
wetlands are greater than 1/10 acre. As such, the
applicant is proposing compensatory mitigation in the
form of a mitigation payment to the NC Division of
Mitigation Services.
2b.
If yes, mitigation is required by (check all that apply):
DWQ Corps
❑ Mitigation bank
2c.
If yes, which mitigation option will be used for this
Payment to in -lieu fee program
projects
El Permittee Responsible Mitigation
Page 8 of 14
PCN Farm — Version 1.3 December 10, 2008 Version

3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type
Quantity
3c.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu flee program is attached.
Yes
4b.
Stream mitigation requested:
0linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
0 square feet
4e.
Riparian wetland mitigation requested:
R33 acres
4
on- riparian wetland mitigation requested:
0 acres
4g.
Coastal (tidal) wetland mitigation requested:
0 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.
+6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWC
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes 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 9 of 14

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?
1b. if yes, then is a diffuse flow plan included? If no, explain why.
Yes El No
Comments: Please see comments under 2d.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
27.6016
2b. Does this project require a Stormwater Management Plan?
Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management. Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan. then provide a brief, narrative description of the plan:
Stormwater management for the existing site and proposed Phase 2 section of the project is currently
grandfathered to pre -Phase 2 stormwater requirements. However, the previous 401 Approval for the site required
the installation of several extended dry detention basins which have been installed and are currently functional. A
portion of Phase 2C (next phase to be constructed) drainage will drain to one of these devices. There are two other
outlets as a part of this phase which previously did not drain to the extended dry detention structures which they
provided pre- formed scour holes instead. The current plans will provide level spreaders with engineered filter strips
to replace the previously approved pre - formed scour holes. Overall flow discharge rates at these outlet points are
less than 6 cfs for the I0-year storm event. Overflows from these outlets will be discharged through flared end
sections with outlet dissipater protection. All future development beyond Phase 2 will be required to adhere to
Wake Count y Standards for the Town of Zebulon and require a stormwater permit issued through Wake Count .
ED Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DW`Q 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Town ofZebulon via Wake County
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
Z NSW
❑ USMP
apply (check all that apply):
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes E 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):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
Page 10 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5. DWO 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
© Yes El No
5b. Have all of the 401 unit submittal requirements been met?
E] Yes [] No
Page 11 of 14

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes No
use of public (federal/state) land?
lb.
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 (NEPAISEPA)?
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 D'W'Q Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes Z No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after- the -fact permit application?
❑ Yes Z No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and
Isolated Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version
2.1. The draft states that many private developments are unlikely to cause cumulative impacts, including projects
such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural and
silvicuitural operations. The Weavers Pond project will be a residential development. Additionally, the project is
located within the Town of Zebulon and Wake County's jurisdiction, therefore the adjacent properties that have
potential for development will have the following regulations to protect downstream waters 1) the Phase 11 NPDES
Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer
Systems (MS4s) in addition to post - construction stormwater management requirements; and 2) the Neuse River
Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffer
area in addition to "diffuse flow" requirements at a minimum and could require Best Management Practices that
control nitrogen if diffuse flow cannot be achieved. We anticipate that the NCDWR will advise us if any additional
information is needed.
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. This property will be connected to the City of Raleigh
Sanitary Sewer system. The City will ensure that capacity of their treatment facility will not be exceeded.
Page 12 of 14
PCN Form -- Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
❑ Yes Z No'
5a. Will this project occur in or near an area with federally protected species or
'Threatenedl €ndangered Species have
habitat?
been identified within the Zebulon
topographic Quadrangle but not necessarily
in or near this prefect.
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
E] Raleigh
5c. if yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? The NC- Natural Heritage Programs Data Search was used to search for elemental occurrences of federally protected
species listed as ,Endangered or Threatened within the Zebulon Topographic Quadrangle reap. It was determined based on
the search that there is one elemental occurrences that is federally listed as either Endangered or Threatened within the
Zebulon Quad reap.
See table below.
Scientific Topo State Federal
Name Common Name Map Protection Protection Habitat Comments
Status Status Status
Alasmidonta Dwarf Wedgemussel Current Tar and Neuse drainages,
heterodon E E mainly near Fall Line
References., North Carolina Natural Heritage Program Online Database Search [May 8 2095] Department of Environment and
Natural Resources, Office of Land and Water Stewardship. Raleigh, NC. http. °/ /www.ncnhr_.or�t
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? The NOAA Habitat
ConservationlHabitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced.
No Essential Fish Habitat was identified near the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
govemments have designated as having historic or cultural preservation
❑ Yes Z 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?
Records checks at the State Historic Preservation Office or the Office of State Archeology were not performed. No
structures , 50 yrs of age were observed while traversing the property. The NC SHPO HPO WEB GIS Service does not
identify any structures of concern within the property boundaries.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes (8 No
8b. If yes, explain how project meets FEMA requirements; NIA
8c. What source(s) did you use to make the floodplain determination? NC Flood Risk Information System website
Page 13 of 14

Deborah E. Shirley C✓' < �.� -�� May 8, 2015
Applicant/Agent's Printed Name ApplicantlAgent's Signature Date
(Agent's signature is valid only it an authorization letter from the applicant
is provided.)
Page 14 of 14

Environmental Consultants, PA
Road • Rskigh, Norte Carolina 27614 . Phone: (919) $4&-5900 • Fax: (919) $46 -9469
www.S=dEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: [lam Cat UtS' ' 1, D^ -s% lhefr C
1J AD �' �.
Address: q'16? -- Aff�K r U' J
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Project Name/ Description: 1 �CJ f S&EC Project # I
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ate:
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The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 189()
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current proper owner, hereby designate and authorize Sod & Environmental Consultants, PA to
act in my behalf as my agent in the processing, of permit applications, to furnish upon request
supptal inf
�rimation in support of applications, etc. from this day forward. The a day of
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 C ou should call S &EC
imiew-vi LV
to arrange a site meeting prior to visiting the site.
j
Print Property Owner's Name Property Owner's Signature r 11— L
cc: Ms. Karen Higgins CC Mr. Steven Bdll
NCDENR - DWQ WeSCAPe Soil & Environmental Consultants, PA
Archdale Building
512 N. Salisbury 'Street 9w Floor
Raleigh, NC 27604

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513 Wake, County, NC 11010 Raven Ridge Rd.- Raleigh, NC 27614
(9191846-5900 • f9191846 9467
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North Carolina Department of Environment and. Natural Resources
Pat McCrory
Governor
SaEC
Steven Ball
8412 Falls of the Neuse Suite 104
Raleigh, NC: 27615
Determination Type:
Butter Call Isolated or EIP Call
f*Ee7JSe {15A NCAG 2B .07331
1 1; [� Ephemera1Jlntermlttent +Perennial Determination Tar•Paml co (15A NCAC 2B 0259) , E) Isolated Wetland Determination
Jordan, (15A NCAC 2B .0267) - - - — - - _ - - - --
John E. Skvarla, III
Secretary
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June 18. 2013 ��` .rI I!
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Wake County
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LocationMireCliorts: Property is located notch of Wake field off of Pippin Road
Subject Stream'. UT to geaverdatn Creek_ - _
Determination Date; Jute 6, 2014
Staff-. James Graham
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Internet www newater uaiil or An €gquua'l dpponu giAtfirmative Action Employe'' 50% Recycw6iO% Post Consumer Paper

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June 18, 2414
Page 7 of 2
'�ior)'
ted Explanation: The feature(s}isted above e has Topographic map ata > X4,040 scale. Each feature uthat is checked
Carolina or the most recent copy ro Features that are checked
it to be a stream. There may be
"riot Subject" has. been determined not to be a stream or is not present on the p
"Subject" have been located on the property at a dopohow up on the �m pstrefe referenced above but, still may be
other streams located on your property and/or to the Division of Water Resources
considered jurisdictional according to the US Army Core s of Engineers an
(DWR).
request a determination by the
This on -site determination shalt expire five (ar Dearsae d � ��Authvrit} letter. �Landowners or affected parties that
dispute a determination made by the DW1t °
Director. An appeal request must be made Aithwnixty (6noafied ofdthis letter. Atrequest for a the detertminat'ion by ydthe
party (including downstreattt and/or adjacent )
Director shall be referred to the Director
in writing c/o Karen Higgins, 'fl4'1'R'We85CaPe Unit, 1t's50 Mail Service
Center, Raleigh, NC 27699.
less„ as detailed above, you ask for a hearing or appeal within sixty (60) Thls determination is final and binding un
days.
the subject property (stated
The owner/future owners should notify �` Division any Water Resources � ndences'regarding any other lyo�al,� tale, an
'Federal Agencies) of this decision concerning An inquiries should be
above). This project may require a Section 4041401 Permit for the proposed activity. Y Cor p of Engineers
directed to the Division of Water Resources (Central Office) at (9191- 807 -b�00, and the US Army
(Raleigh Regulatory Field Office) at (919)-55413884 -
ifyou have questions regarding this determination, please feel free to contact lalr�es Graham at (911) 791 -425b.
R tfully
r
i)o f7p
Danny Smith, Supervisor
Water Quality Section
Raleigh Regional Office
cc: RR©ISWP File Copy

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(M) 946 -5900 - (919) 846 946 7
Wet) rage www SandEC MM

U.S. ARMY CORPS of ENGINEERS
WILMINGTON DISTRICT
Action Id, SAW - 2013 -01731 County: Wake U.S.G.S. Quad: NC- ZEBULON
NOTIFICATION OF JURISDICTIONAL DETERMIN
Property O-Aner: Weavers Pond 1)evelo ment Co, Llk
David Bed
Address: 9407 Bartons Creek Rd.
Ralci h NC 27615
Telephone Number. 414 -604 -1928
am
t''EA E
JAN 17 7014
By Soil S Eva onmenld � Gatsutants, PA
Size (acres) 47 Nearest Town Zebulon
Nearest Waterway Beaverdam. Creek River Basin G'RRer lsIM. North Carolina.
USGS HUC 3020201 Coordinates Latitude: 35.8602167071409
Longitude: - 78.3335180837002
Location description: The property is located ad scent to Weaver Pond Dr. , near the town of Zcbulon Wake
County North Carolina. Aquatic resources on site drain to Beaverdam Creek in the Neuse River basin.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program. Administrative Appeal Process (Reference 33 CFR Part 331). If you wish, you may request
an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, die 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 die plat
signed by the Corps Regulatory Official identified below on January 14, 2014. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
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
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact .lames Lastin per at 919 - 5544884 02 or
James.C.Isastin era ?usare.arm ,.mil.
C. Basis For Determination: Stream channels on site exhibit nn established OHWM. Wetlands on site exhibit
the three criteria as described in the Corps 1987 wetland delint.rtirm 'Manual and appropriate regional supplement.
D. Remarks:
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 del ineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. if you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved ,jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US .Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Roam IOM15
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 33 1.5, 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 3/14/14.
"It is not necessary to submit an RFA farm to the Division Office if you do not object to the determination in this
correspondence. *"
Corps [Zegulatory Off►cia1:
Date: Jaguar 14 2414 Expiration Date:.fanuary 14, 2419

The Wilmington District is committed 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 htfp://pert.tMpp usace.crrmv.mil/survev,himl to
complete the survey online,
Copy furnished:
S &EC
Attn: Steven Ball
8412 Falls of ;Meuse Rd.
Suite 104
Ralei 11 NC 27+615

U.S. ARMY CORPS OF ENGINEERS E C E f V E
WILMINGTON DISTRICT MAC 15 2005
Action ID. 200520460 and 200620187 County: Wake USGS Quad: Zebulon Br Soil S 6-*WwrmM8t Con9uttantc PA
GENERAL PERMIT (REGIONAL AND NATIONW1 DE) 'VERIFICATION
Property Owner / Authorized Agent: Mr. Michael Whitehead
Address: MacGregor Development
201 Shannon Oaks Circle, Suite 201
Cary, NC 27511
Telephone No.: 919465 -3312
Size and location of property (water body, road namefnumber, town, etc.): The protect site is located on both sides of
Pippin Roar! approximately 1500 feet east of the intersection with Hi hway 961n Wake County, NC. The protect
is identified as Weavers ,Pond Subdivision
D"cription of projects area and activity: This permit authorizes 0.23 -acre permanent wetland impact (0.098 with
NWP 39 and 0.132 with i 'VP 12), 0.264 -acre temporary wetland impact (NWP 12) 0.009-acre permanent
impact to an in ter mitlent/unlmportant stream (NWP 39) and 95 1.F of temporary impact to a perennial stream
12 associated with the construction of a residential subdivision. '4110 ation at a 2:1 ratio is required for
the 0.23 -acre Permanent impacts to wetlands.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
(l Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12 and 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may Subject the permittec to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to
be modified, reissued, or revoked prior to March 18, 2007- It is incumbent upon you to remain informed of changes to
the NWPs. We will issue a public notice when the NWPs arc reissued. Furthermore, if you commence or are under
contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will
have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the
present terms and conditions of this nationwide permit. If, prior to the expiration date identified below, the nationwide
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time,
exercise this discretionary authority to modify, suspend, or revoke a case specific activity's authorization under any
NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone (919) 733 - 1796) to determine Section
401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management
Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management,
This Department of the Army verification does not relieve the perrnittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Monte Matthews at (919) 876 -844I x30.
Permit Condition: In order to compensate for impacts to 0.23 acres of wetlands the permittee shall make payment to
the North Carolina Ecosystem Enhancement Program (NC EEP) in the amount determined by the NC EEP, sufficient to
perform the restoration of 0.46 acres of riparian wetlands in the Neuse River Basin, Cataloging Unit 03020201.
Construction within jurisdictional areas on the property shall begin only after the permJttee has made full payment to the
NC EEP and provided a copy of the payment documentation to the Corps, and the NC EEP has provided written

-2-
confirmation to the Corps that it agrees to accept responsibility for the mitigation work requited, in compliance with the
MOU between the North Carolina Department of Environment and Natural Resources and the United States Army
Corps of Engineers, Wilmington District, dated November 4, 1998, .
"Mote: Habitat type may be described as found in Schafale and Weakley, Classification of the Natural
Conununities of North Carolina, Third Approximation, 1990; or in accordance with'Cowardin, et al (1979),
Classif=ication of Wetlands and Deepwater Habitats of the of the United States"
Corps Regulatory Official _Monte Matther4,.j &,j J�, Datc: March 13, 2006
Expiration Date of Verification: March 18. 2007

M
Determination of Jurisdiction:
® Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process ( Reference 33 CFR Part 331).
'Q There are Navigable Waters of the United States within the above described project area 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 retied upon For a period not to exceed
five years from the date of this notification.
There are waters of the US and/or wetlands within the above described project area 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.
The jurisdictional areas within the above described project area have been identified under a previous action.
PIease reference jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps
Wetland Delineation Manual and are adiacent to an CST to _Beaverdam Creek The property also contains
stream channels that exhibit an Ordinary High Water Mark as indicated by chap es in soil character and
absence or terrestrial vegetation and are hydrologically connected to Beaverdam Creek in the Neuse River Basin,
Appeals Information: (This information does not apply to preliminary determinations as indicated by paragraph A.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to
this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to
appeal this determination you must submit a completed RFA form to the South Atlantic Division, Division Office at the
Following address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD- ET -CO -R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
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 May 13, 2006.
" *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: ,Monte Matthews -z
L
Date March 13, 2006
SURVEY PLATS, FIELD SKETCH, WE'T`LAND DELINTEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.

Copy Furnished:
Soil and Environmental Consultants, PA Attn: Aaron Cooper
11010 Raven Ridge Road, Raleigh, NC 27614

� =1
a 'r
Mr. Michael Whitehead
MacGregor Development Company
201 Sannon Oaks Circle, Suite 201
Cary, NC 27511
Michael F. Easley, Governor
William G Ross Jr, Secretary
North Carolina t]epartmem of Environment and Natural Resources
March 20, 2006
RE C E I VE
MAR 2 3 1006
of Sail $ Wrartmetrlai Carmittants. PA.
Subject Property: Weavers Pond Subdivision
Beaverdam Creek [030402, 27 -27, C, NSW]
Alan W Klimek, P E Director
Division of Water Quality
Project #2005 -2070
Wake County
REVISED Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Whitehead:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
Within or otherwise impact 0.396 acres of wetland, 95 Linear feet of stream, 6.030 acres of open water,
and 16,994 square feet of Zone 1 protected Neuse Diver basin riparian buffer permanent impacts and
8,986 square feet of Zone 2 protected Neuse River basin riparian buffer permanent impacts, and 4,217
square feet of Zone 1 protected Neuse River basin riparian buffer temporary impacts and 1,611 square
feet of Zone 2 protected Neuse Diver basin riparian buffer temporary impacts, to construct the proposed
residential subdivision at the subject property, as described within your application dated November 16,
2005, and received by the N.C. Division of Water Quality (DWQ) on November 16, 2005. Amer
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3374 (GrC3374) and 3402 (130402). The Certification(s) ,allows you to use
Nationwide Permit(s) NW 12 and NW 39, respectively, when issued by the US Army Corps of Engineers
(USAGE). This letter shall also act as your approved Authorization Certificate for impacts to the
protected riparian buffers per 15A NCAC 213 .0233. This Certification replaces the Certification
issued to you on March 14, 2006. In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited
to) Erosion and Sediment Control, and Non - discharge regulations. Also, this approval to proceed with
your proposed impacts or to conduct impacts to waters as depicted in your application shall expire
upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application, if you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be ,given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. if total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 211 .,0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
401 Oversight/Express Review Permitting Unit
1650 Mail service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone. [phone] FAX 919 - 733 -6893 1 tnterm ha W o,rnr state .nc w to
An FAual Opportunity,Affirmatrve Action Employer 50% Recycic& 1070 Post Consumer Paper
iti�, Caro ria
,Naturally

MacGregor Development Company
Page 2 of 5
March 20, 2406
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
1 No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre - Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
.Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
C, Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times,
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that
the Division of Land Resources has released the project;
5. Protective Fencing
The outside buffer, wetland or wager boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
Amount A roved nits
Plan Location or Reference
404fWetland
0.395 (acres)
PCN
page 4 of 10
Stream
95 linear feet -
PCN
page 4 of 10
Open Water
0.030 acres
PCN
page 5 of 10
Buffer —
Zone 1 (permanent)
10,994 s care ft.
PCN
a es 8 and 9 of 10
Buffer —
Zone ermancnt
8,980 (square ft.
PCN
pages 8 and 9 of 10
Buffer —
Zone ] (tcmp2LagJ
4,217 (square ft. )
PCN
pages 8 and 9 of 10
Buffer —
Zone 2 tem or
1,611 (square ft, )
PCN
paSes 8 and 9 of 10
1 No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre - Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
.Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
C, Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times,
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that
the Division of Land Resources has released the project;
5. Protective Fencing
The outside buffer, wetland or wager boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the

MacGregor Development Company
Page 3 of 5
March 20, 2006
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A
NCAC 2B .0233 and GC 3404;
6. Proposed Stream Riparian Buffer Planting Plan
In a correspondence to the DWQ, dated March 3, 2006, MacGregor Development Company
proposes to restore/enhance the riparian buffer along the stream channel associated with Road
Crossing No. 3, on the site plan. The planting plan proposes at least two native hardwood tree
species be planted at a density sufficient to provide 320 trees per acre at maturity. This density
can be achieved by planting approximately 436 (10x10 feet spacing) to 681 (8x8 feet spacing)
bare root seedlings per acre. After reviewing the restoration/enhancement plan submitted by
MacGregor Development Company, the DWQ has determined it would be covered under
GC3374.
7. Deed. Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be do►vnloaded from the 401/Wetlands Unit web site at
http:// h2o.enr.state.nc,us/ncwetlands. The text of the sample deer/ notification may be modified
as appropriate to suit to this project;
8. Diffuse F~ ow (DWQ Reviewed Plans)
All stormwater shall be directed as diffuse flow at non - erosive velocities through the protected
stream buffers and will not re- concentrate before discharging into the stream as identified within.
15A NCAC 2B .0233(5)
In an effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC 02B
.0233(5)), you have provided the DWQ with level spreader designs dated February 13, 2006, The
DWQ believes that if implemented, as per these plans, diffuse flow will be achieved. However, if
diffuse flow as per 15A NCAC 02B .0233(5) is not achieved, then the DWQ shall be notified and
corrective actions to restore diffuse flow shall be taken if necessary to impede the formation of
erosion gullies. At no time shall stormwater from the proposed development be piped directly
through the buffer without prior DWQ written authorization.
The structural stormwater practices as approved by this Office as well as drainage pattcrns must
be maintained in perpetuity_ No changes to the structural stormwater practices shall be made
without written authorization from the Division of Water Quality. Stormwater easements shall be
recorded for a distance of at least 10 feet on each side of all stormwater conveyances and on all
lots containing these structures including future access for maintenance. The stormwater
easements shall allow for the ability to maintain the structures, perform corrective actions as
described above and shall provide ,protection of the structures from potential alternations by
future property owners.
An Operation & Maintenance (O &M) agreement signed by the current landowner must be
approved by the DWQ. This O &M agreement must transfer with the sale of the land or transfer
of responsibility for the stormwater facilities and the DWQ must be notified of every transfer.

MacGregor Development Company
Page 4 of 5
March 20, 2006
9. Construction Storinwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDFS General stormwater permit (NCGb 10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit (applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self - monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at hya.- lh,2©.enr.stare.ne.us/suJForms Documents,htm,;
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699 - 1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Adtrtinistrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699 -6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Cerliftcate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 1508.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B ,0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919- 733 -1786.
S. ly,
Alan W. Klimek, P.E.
AAWK/m
Enclosures: GC 3374 and GC 3402
Certificate of Completion

MacGregor Development Company
Page 5 of 5
March 20, 2006
cc: Aaron Cooper, Soil and Envirorunental Consultants, P.A., 11014 Raven Ridge Road, Raleigh, NC 27614
US,ACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Rename, 05207OWeaverPondSD{Wokc)401 NBR edited2

11I�I3i 'I,()l I'IIANNING 1)E1'Alt'1 "n1,N'i'
MEMORADUM
To: Bruce Herbert- Macgregor Development Company
From: Lyddia E. Pritchard, Planning Director
Subject - Weavers Pond Roadway Improvements
Date: February 27, 2006
As part of the Spacial Use Permit approval process for Weavers Pond you provided .i 5t�c
Plan and Traffic Impact Analysis. The site plan was approved by the Board of
Commissioners. The roadway design improvements as provided by your firm and the
traffic engineer are integral to maintaining safe and timely access to northcni Z.ebulon
residents. The minor thorough -fares shown on the attached exhibit provide for the access
and interconnectivity required in our Conservation Subdivision zoning. These same
roadway improvements were central to the Zebulon Board ofCommissioners as
evidence by the inclusion of these improvements as a condition of your Special Use
Permit.
Dual access points are a requirement of the 2000 edition of the International mire Code.
The access points labeled on the attached exhibit (access 1 & access 2) are necessary to
provide for emergency ingress and egress to the 115 homes in the western portion of the
subdivision. Of course permitting with DWQ is necessary to implement the roadway
improvements your site plan approval requires. Please contact me with any suggestions
as to how a second entrance may impact your Special Use Permit.
Lyddia E. Pritchard, CZfi
919 - 269 -7455 ext 244.

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FIRE DEPARTMENT ACCESS
Based on the 2000 edition of the International Fire Code
The Fire Department is required to respond to a multitude of emergencies in various types of
buildings and occupancies. These include single- family dwellings, apartment buildings,
shopping malls, business complexes, industrial complexes, hospitals, and nursing homes. To
provide effective fire fighting operations, we must be able to reach all structures by way of
approved access roadways, streets, or driveways.
Residential Cul- De-Sac Residential! Looped Lane
To assist developers and designers in meeting our requirements, we have defined some terms and
listed minimum design standards considered necessary for effective fine fighting operations.
u Fire Department Access
An approved route that is always available for use by fire trucks and is designed to meet fire
equipment load requirements. Except for Loop Lanes, Shared Driveways, and Private
Driveways, all access routes must be at least 20' wide. When a dead -end access route
exceeds 150' in length, an approved turn around area roust be provided.
q Public Strrtet Access
A Fire Department Access route on a public right of way. Public street access routes must
comply with the City or County road design standards and also must comply with the
International Fire Code.
o Private Street Access
A Fire Deparlment Access route on private. land. Private street access routes must comply
with the International Fire Code
o Grades
Street grades shall comply with City or County design standards for both Public and Private
,street Access routes. Maximum grade shall not exceed 8% (12% allowed in hilly terrain).
u Grades on Turn Around Areas
Maximum grades on turn around areas shall not exceed 4 %.

u Height
All Fire Department access routes shall have at least 13 Feet, 6 inches of vertical clearance
for the entire required width.
u hooped Lane
A Fire 1)t;txr►-mwnt ticces.% route in a public right ol` %%a%, con%isting of a looped road that
must be at least 16' wide. Looped lanes may be approved for residential subdivisions and
must he designed to approved standards (sec. design ,pages).
Li Private Driveway
A private driveway designed for the use of occupants of no more than two single - fancily
dwelling units or one two - family dwelling unit. if the 6velling units are located more than
100' from an approved Fire Deparim nt Access route. the private driveway must meet Our
minimurn design standards: At least 12' wide; grades not to exceed 12 %; adequate turn
arounds provided if over 150' long; width to be increased if sharp curves are included;
constructed with an all- wcathcr surface and able to support the weight of afire truck.
u Shared Driveway
A Fire Department Access route on private property, serving three or more single - family
units. A shared driveway must he at least 16' wide and be designed to approved standards
(see design pages).
u Residential Cul -De- Sac, Commercial/Industrial Cut- De-Sac
An approved turnaround area for public right of ways or private property, designed to Fire
Department standards ('see design pages).
u Tee Turnaround, Alternative Turnarounds
An approved turnaround area for private property designed to Fire Department standards (see
design pages).
•■■■■■■ �s�■ rrs■■■■■■■■■■■ rrM r■ r■■■■•■■■■■■■■■■ ■r■ ■ ■■r■• ■rar�����r�� ■�r��■■ ■.
ACCESS GUIDELINES
The following guidelines represent this department's efforts to maintain consistency
conec-ning Fire Department emergency access. It is our responsibility to ensure adequate
access for Fire Department emergency responders. We therefore reserve the right to require
modifications to established requirements if, in our opinion, the access cannot be provided or
may be compromised.
Type of Surface
All access roadways shall be finished by application of an all- weather driving surface
of hot mix asphaltic concrete or concrete pavement over a flexible base capable of supporting
a design wheel load of 18,000 pounds (GVW 80,000 pounds minimum; H -20 loading).
The roadway design must be prepared and certified by an engineer registered by the
State of Colorado. Any required Fire Department access within 100 feet of any building
must meet the same wheel - loading criteria.
All required access roadways must be properly maintained and kept clear for
emergency use at all times.
Any alternatives to these specifications must be reviewed and approved by the Grand
Junction Fire Department prior to construction.

Two points of Access
Providing two points of fire apparatus access has the following benefits:
u if one access route is blocked. emergency responders have a second route to the property.
u If an emcrgcnck- requires e►acuation of an area. the public will have an alternative exit
route should one route be blocked by the emergency incident.
When mo points ofaccess are required, the,% shall be placed a distance apart equal to not
less than one half of the length of the maximurn overall diagonal dimension of the property
or area to be served. measured in a straight line between .accesses. The Grand Junction
Fire Department dues not allmmi the second access point lintlted to use by emergency
responders only. The second access must always be available for public use in case the
other access is blocked.
Commercial and Industrial Developments:
o Buildings or facilities exceeding 30 feet or 3 stories in height shall have at least 2 means
of fire apparatus access.
u Buildings or facilities having, a gross building area of more than 62,000 square feet shall
have at least 2 means of fire apparatus access. if the buildings or facilities are provided
with an approved automatic fire sprinkler system, the gross building area can be
increased to 124,000 square feet with one access road.
Multi- family Residential Developments:
i Multi - family residential projects having more than 100 dwelling units shall be provided
with at least 2 means of fire apparatus access.
u Multi- family residential projects of up to 2.00 dwelling units. which are provided with an
approved fire sprinkler system, may have one means of fire apparatus access.
One or Two Family Residential Developments:
u Developments where the number of dwelling units exceeds 30. shall be provided with
separate and approved fire apparatus access roads..
u Developments where the number of dwelling units is 60 or less may be served by a single
fire apparatus access road, provided all dwelling units are provided with approved
residential fire sprinkler systems.
Aerial Apparatus Roadway Width
u 'Fire apparatus access roadways shall have a minimum unobstructed w dth of 26 feet in
the immediate vicinity of any building of portion of building more than 30 feet in height.
At least one of the required access routes meeting this condition shall be located within a
minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned
parallel to one entire side of the building.
Maintenance of Access Roads
Maintenance of the required access shall be considered during the planning stages and
installation of Fire Department access roadways, fire hydrants, or connections. This includes
the potential growth of trees and/or other vegetation over the years.
Divided Enlryway
A divided entryway can present a challenge to emergency vehicles. The required ►width of
the driveable surface in a divided entryway is based on the width of the entryway and that of
the street fronting it.

o if the street fronting the divided entryway is 28 feet wide, each lane of the entryway must
be at least 15 feet wide.
o If (he street frontini the divided entn.%\av is 34 feet wide, the entryway lanes may be less
than 15 feet \ %ide. but cannot be le%s than 12 feet wide.
❑ For fronting streets wider than 34 feet, entryway lanes must be at icast 12 feet wide.
No Parkinp, Si na e
For access routes less than 28 feet \vide and for fire apparatus turnaround areas, vehicle
parking is not allo\\ed. No Parking signs. are required. An approved design for the sienage
is shown in the'rmaspoilation I ng;ineerinV Design Standards, ii \ailable from the City of
Grand Junction Department of P ablic Works.
u For access routes 16 to 22 feet wide, Nn Parking signs are required along both sides of
the route.
❑ For access routes 22 to 28 feet wide, No Parking signs are required along one side of the
route.
• For Hammerhead Tees and Alternative Turnarounds, No larking signs are required
along both sides of the area.
• For Cul -de -sacs, No Parking signs should be placed along the outside of the turnaround
area.
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DESIGN STANDARDS
The following; pages give examples of Grand Junction Fire Department approved roadway,
turnaround, and turning radius specifications. The last of these pages may be photocopied
onto a transparency as a template for Fire Department turn radius requirements. -This is the
template used by the Fire Prevention Bureau when reviewing ,plans to determine proper
access and is based on the actual size of our fire fighting apparatus.
Hammerhead Tee Turnaround
Fire Truck i
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Turning Radius Required
for !tire Apparatus in a C
Tee Turnaround
LA
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20

Minimum
must be pr
all turn arl
designs.
0
i-
Alternative Tee Turnaround
Alternative Turnaround
- ?0 -I
1
Any proposed alternative or
variation from a standard
Hammerhead Tee must
meet our minimum turn
radius requirement and
provide at least a fill'
length for the turning
areas.

Other- Fine Department Turnarounds anti Clearances
Turnouts for Fire Iydrants: For emergence access routes less than 22 feet wide, where fire
hydrants are required along the route, a turnout area for lire trucks is required. The width of the
access read must he at least 20' in the area of the turnout. This turnout area is required so that
when afire truck utilizes the fire hydrant in an emergency, the access route will still be available
for use by other emergency vehicles.
In term tAiale Turnaround Areas: In cases where a single point of access exceeds 640 feet in
length, intermediate turnaround areas are required. The width of the access road must he at least
28 feel in the area of the turnaround. "These areas allow emergency vehicles to turn around
without having to drive to the end of long dead -end road. The intermediate turnarounds must
be provided at a maximum interval of every 504 feet.
Turnouts for
Fire Hydrants
Intermediate
Turnarounds
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Looped Lane Standards
I . Not more than seven single family residences obtain access from the fire loop lane;
2. The sixteen foot wide fire loop lane shall consist of an all- weather clear surface;
3. No curve on any portion of the flow line of the fire loop lane shall have an inside radius of less than thirty-three
feet (33`) and an outside radius of less than forty -eight feet (4$'). "Flow line" means the area between the curbs
or equivalent if curbs are not present.
1. No portion of the fire loop lane shall extend more than two hundred and fifty feet (250) 6om the abutting street
right -of -way.
S. A minimum of four parking spaces shall be constructed at the end of the fire loop lane, as indicated on the
diagram.
6. The fire loop lane and parking stalls, as indicated on the diagram, are dedicated to and maintained by the Cily;
7. Two -way traffic is allowed;
B. No parking signs and markings, as required by the City, are installed and maintained so that no parking is
allowed between the curbs on any traveled portion of the fire loop lane;
9. Corner lots that front the fire loop lane and the abutting street shall be required to only obtain access from the
fire loop lane.
10. No garage or carport built on a lot obtaining access from the fire loop lane shall be constructed any portion of
which is closer than forty feet (40') from any portion of the fire loop lane;
H. Each residence obtaining access from the fire loop lane shall provide and maintain four parking spaces between
the garage or carport and the fire loop lane; and
12- The fire loop lane shall only connect to a street where on- street parking exists now and is expected to remain,
according to the City Engineer, based on such factors as the City capital program and any adopted street plans.
MMxk M of 7 NO f%
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Snared Driveway Standards
1. A shared driveway shall be owned and maintained by the owners of the parcels or lots which
abut the shared driveway;
2. Not more than four single fancily lots sliall abut or touch an) portion ofthe shared driveway
and no more than four single fancily units may access a shared driveway;
3. A shared driveway shall be least sixteen feet (16') wide and not longer than one hundred and
fifty feet (150');
4. No parking is allowed on the shared drivewa ?;
5. Each lot abutting a shared driveway must provide 4 can -site parking spaces.
6. Each lot abutting a shared driveway must access off the shared driveway unless varied at
time of subdivision approval; and
7. A shared driveway may be used only where it intersects a street where on- street parking
exists and is expected to remain, according to the City Engineer, based on such factors as the
City capital program and any adapted street plans.
r
C
Example Layout

06 -21- 06 09:43 FROM -DFNU EEP
Pippb3 Road Properties, LLC
201 Sharmon Oaks Circle, Suite 201
Cary, NC 27511
9197152001
1E4n;,1V_7MC11,
"DGM"
RECEIPT
T-938 P02
Date: June 21, 2006
DWQ #: n/a
COSM 200520460, 20,0620187
Project: Weaver's Pored Subdivision County: Wake
U -442
The North Carolina Ecosyrstetn Enhancement Program (NC EEF) has received 4 deck in the amount of $13,123.00, check
number 5M, as Payment for the compensatory mitigation requirements of the 401 Water Quality Certification/Section 444
Permit issued for the above sef�renced pt*ect. This receipt serves as notification that the comperisatory mitigation
requirements for this project have been satisfied. You must also comply with all other cowlitions of this cort&cation and auy
other genre, federal or local govexnmew permits or authorization associated with dtis activity.
Tote NC MP, by acceptance of this payment, acknowledges that the WC l3EP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the McinoTzmdum of Understanding between the NC Department of
Envircrosnont and Natural Resources and the US Army Coups of lEngineers dated November 4, 1998, as indicated in the table
below.
River Basin Wetlands
Streets
Buffer
Buffer
�sinz (Acres)
(Linear Feet)
Zone I
Zone 2
Unit
(Sq. Ft }
Pt
Ripwian
Non - arias
I Caastgl Marsh
Cold
Cool
'Warm
_tSq.
Neuse 0.5
0
1 _T
0
0
0
0
0
0
03020201
Please note that a Paymet t merle to ttte Ecosystem 1�ffl>anccmcnt Program is pat reimbursable unless a request for
reimbu memetrt is received within 12 moult of the data of the receipt. Any such request must also be accompanied by i
fi+om the pitting regencies stating that the permit and/or authorization have been rescinde-d.
If you have any questions or need additional information, please contact Chris Mankoff at (9i9) 716 -1921.
CYndi Karoly, WetlantW401 Unit
Mointe Matthews, USAGE -Meigb
1&ic Kul4 DWCQ Regiateal Office- Raleigh
He
Sincerely,
ri]. Gilmore. PE cror
R ►�.., ��r cr:�t ... Pre ow JI 9-A& HCDM
North Carolina Ecosyateni Enhancement Program, 1652 Mail Service Center, Ra'eigh, NC 276W16521919-715 -04781 wvvwnceep.nxat

=,►`= A FIFWA
te:
NCDENrR
North Caroline Department of Environment and Natural Resources
Pat McCrory
Governor
Weavers Pond Development Co. LLC
Arm: David Berry
9407 Bartons Creek Road
Raleigh, NC 27615
Project: Weavers. Pond
Division of Litigation Services Donald R. van der Vaart
Secretary
May 5. 2015
Expiration, of Acceptance: November 5, 2015
County; Wake
The purpose of this letter is to notify you that the NCDENR Division of Mitigation Services (DMS) is willing to accept payment for
compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this
decision does not assure that participation in the DMS in -lieu fee mitigation program will be approved by the permit issuing agencies
as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the
DMS will be approved You must also comply with all other state, federal or local government permits, regulations or authorizations
associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification /CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on
the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu
fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you in your request to use the DMS, the impacts that may require compensatory mitigation arc
summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by
pen itting agencies and may exceed the impact amounts shown below.
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be .performed
in accordance with the In -Lieu Fee Program instrument dated July 28, 201+0.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information,
please contact Kelly Williams at (919) 707 -8915.
Sincerely,
L.�
Sam . Stanfill
Asset anagement Supervisor
cc: lames Lastinger, USAGE- Raleigh
Deborah Shirley, agent
1652 Mail Service Center, Raleigh, North Carofina 27699 -1652
Phone: [phone] Iniemet: wAnx.nceep.net
An Equal 4ppolonq t A Tnahre A,-bm ErVow - Made in pert from Tcyded pner
CU
Stream (feet)
Wetlands (acres)
Buffer I
Buffer 11
River Basin
Location
(Sq. Ft.)
(Sq- Ft-)
Cold Cool
Warm
Riparian
,Ion - Riparian Coastal Marsh
Impact
Neuse
1 03020203
0 1 0
1 0
0.33
1 p 1 0
1 0
0
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be .performed
in accordance with the In -Lieu Fee Program instrument dated July 28, 201+0.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information,
please contact Kelly Williams at (919) 707 -8915.
Sincerely,
L.�
Sam . Stanfill
Asset anagement Supervisor
cc: lames Lastinger, USAGE- Raleigh
Deborah Shirley, agent
1652 Mail Service Center, Raleigh, North Carofina 27699 -1652
Phone: [phone] Iniemet: wAnx.nceep.net
An Equal 4ppolonq t A Tnahre A,-bm ErVow - Made in pert from Tcyded pner

"V
TA-
u
a P
EXISTING
WETLAND
t
INTFRMITTFFlT
STREAM
i
EXMnI 1G LANE
EXOTWO
4r ROP
I f`
"IS T,NGW
.. ..? - NEUSE BUFFER
EXISTING Y ,.•__.� �.,. -
WETUNO
1 4-
3
q, EXISTING
L
PERENNIAL
STREAM
PROPOSED BOUNDARY (TYP. y WEAVERS POND SUBDIVISION
EXISTING CONDITIONS PLAN
ZEBULON, NC
EXISnNG
FUTURE DEVELOPMENT
9
EMTING
WETLAND
EXISTING
WETLAND
UNIMPORTANT
INTERMITTENT STREAM
EXISTING
3®' RCP
NEUSERUFFa
W EACH WAY
FROM STREAM
TOP OF BANK
EXISTING
15' CMP
xc o 2w 400
OVERALL ACREAGE
±261.93
AC
FUTURE DEVELOPMENT ACREAGE
1173,19
AC
EXISTING WETLAND
±5.88
AC
EXISTING PERENNIAL STREAM
±3,481
LF
EXISTING INTERMITTENT STREAM
±816
LF
EXISTING,
PERENNIAL �� NELISE BUFFER
STREAM j
ExIsTING
POND
I
J
1
aasrw� � f.
OUTLET PIPE
PROPOSED BOUNDARY (TYP)
EXISTING
WETLAND
FUTURE DEVELGPUENT
EX"NG
WETLAND
BOUNDARY
(a
CE GROUP
70f aEN140W AVE 110
RLALE*H JVC 17&03
RHOW P10,307..e790
FAX 9l431T-aJ1
rww aVaPK cam
lxaw� I C 1719
EXISTING
WETLAND

v
r7
r:
v
uz
0
N
v
U
m
CL
E
CD
CE GROUP
301 GLENWOOD AVE
SUITE 220
RAL €IGH,NC 27603
PHONE: [phone]
FAX: [phone]
o
11•t
0>
600' 0 600' 1200'
SCALE: 1" = 600'
ROADWAYS
45,035 SF
71.353 SF
SIDEWALKS
SIDEWALKS
20.024 SF
100' LOTS
44 LOTS
3,542 SFILOT 155.648 SF
3,042 SFILOT 194,688 SF
75' LOTS 94 LOTS
TOTAL 247,225 SF
PHASE 2
TOTAL 1.990.671 SF
WETLAND ROAD
ROADWAYS
253,647 SF
SIDEWALKS
64,985 SF
55' LOTS
94 LOTS
3,042 SFILOT 285,948 SF
65' LOTS
66 LOTS
3.042 SFILOT 200.772 SF
75' LOTS
31 LOTS
3.542 SFILOT 109.802 SF
TOTAL 915,154 SF
FUTURE
AMENITY AREA
45,035 SF
ROADWAYS
532,694 SF
SIDEWALKS
140,016 SF
55' LOTS 245 LOTS
3,042 SFILOT 745,290 SF
65' LOTS 64 LOTS
3,042 SFILOT 194,688 SF
75' LOTS 94 LOTS
3,542 SFILOT 332,948 SF
103 SF
TOTAL 1.990.671 SF
TOTAL LOTS = 638
TOTAL SITE AREA = 261.93 ACRES 11,409,671 SF
TOTAL IMPERVIOUS AREA = 2,691,835 SF
TOTAL IMPERVIOUS PERCENTAGE =27.6%
IMPACT TOTALS SUMMARY
ZONE 1 DAM MAINT.
ZONE 1 ROAD
11,112 SF
ZONE 2 ROAD
10,521 SF
SF
ZONE 1 UTILITY
620 SF
ZONE 2 UTILITY
103 SF
WETLAND ROAD
7,232 SF
WETLAND CONST. EASEMENT
2,699 SF
PERMANENT STREAM
1,351 SF
141 L
TEMPORARY STREAM
268 SF
26 L
OPEN WATER
1,268 SF
DAM MAINTENACE TOT_ A'LS
ZONE 1 DAM MAINT.
7,112
SF
ZONE 2 DAM MAINT.
1 2,9001
SF
REV45ION5: WEAVERS POND SUBDIVISION
COVERALL I M PACT MAP
ZEBULCON9 NC

f al ISTING WETLAND
23'.TEMPORAFIY
ACCESS
C Tt AN
C NSTR GTI'pN
h Ct #ti0 ¢Cr## #�# #O FJSEME T IMP CT
04 KsC3OC?0t' 0000
1 a° ucao #$o # #o� a sI
# #a# 0 o0 # #4 #0
### # ##Yacc#
R0 f A �
T 2S
i PROPOSED
ROADWAY
/ r r ■ ■ % ' r % — ORAINAG
% ■ r r -x
it
... w � r Y ■ ■ % ■ s ■ r Y - --- -
/ r % i " '% i " % PROPOSE
r r ■ ■ ■ -■ ■- % ■ : % w SANITARY SEWER
WATER MAIN ` Y % r ■ % r r • RO40
q . % r r •
-
1 �I Gf
�, _ q a *C>aIDt5 �ytt WETLAND
CONSTRUCTION
TEMPQR4RY _1 . EASEMENT -NPACT
IH
ACCESS
19173 SF
/ ( . . . . . . . . . . . . .
t - - EXISTING WETLAND
_ . .
f
f/ . . . ;
' . . . . .
1
' 1
1'
REV151ON5:
CE GROUP
301 GL €NWOOD AVE.
x SUITE 220
RALEIGN.NC 27603 30' 0 30' 60'
PHONE: [phone]
FAX [phone]
SCAT F- V = 3tb'
IMPACT TOTALS
WETLAND ROAD 17,232 SF
WETLAND
WETLAND CONST. EASEMENT 1 2,514 SF
WETLAND
WEAVERS POND SUBDIVISION
ROOD H
WETLAND IMPACT #2
ZEBULON, NC

1
ra
�\
ZONE 2
`I
STREAM
• TEMPORARY
IMPACT 108 SF
I
- -UNIMPORTANT
. WETLAND&- - -__ INTERMITTENT CIiA_N -NEL --
. . - -- - -- --" PERMANENT
'+ STREAM I ACT
y 1;1758 SF
ZONE 1
ZONE
PROPOSED 8'
WATER MAIN
ZONE 1
% . WETLAND "C'
LIMIT
_ _ Wrr.TND �.
ONSTRUCTION
IMPACT 185 SF
STREAM ZONE
— TEMPORARY IMPACT 00
127 SF / �o
IMPACT TOTALS
ZONE 1 ROAD
61233 SF
ZONE 2 ROAD
4,542 SF
WETLAND CONSTRUCTION
185 SF
PERMANENT STREAM
1,058 SF
96 L
TEMPORARY STREAM
235 SF
21 L
CE GROUP RF-V[51ON5: WEAVERS POND SUBDIVISION
301 GLENWOOD AVE. WEAVERS POND DRIVE EXTENSION
SUITE 220
'. RALEIGH.NC 27603 30' 0 30' 60' CROSSING #3 - PLAN VIEW
- PHONE: 919 - 367.8790
FAX: [phone] Z E B U LCD N, NC
SCALE: 1" = 30'

CE GROUP
301 G! ENWOOD AVE.
SUITE 220
RA6' EIGH,N+C 27603
PHONE: 91"67-0790
FAX [phone]
0 25 50 75 100 125 150 175 20YV
30' 0 30" 60,
WEAVERS POND DRIVE EXTENSION
CROSSING #3
H:"= 30', V: 1"= 3'
KEV151ON5:
WEAVERS POND SUBDIVISION
WEAVERS POND DRIVE EXTENSION
CROSSING #3 - PROFILE VIEW
ZEBUL ON, NC

33 SF
ZONE 1 DAM MAINT.
1 7,112
1 SF '
ZONE 2 DAM MAINT. 1
2,9001
SF
/", KEVI510N5: WEAVERS POND SUBDIVISION
E GRC[; I
301 GLENWOOD AVE. ROAD H
SUITE 220 4
RALEIGH, NC 27603 30' 0 30 60 CROSSING #'4 r PLAN VIEW
PHONE' 919 - 367 -8790
FAX. 919 - 322-0032 I Z E B U LO N, NC
SCALE. 1" = 30'

RNV (L) RM (R)
60' PUBLIC RNV
0 25 50 75 100 125 150 175 200
ROAD H
IMPACT
H: = 30', V: 1" = 3'
GI1VV
301 GLENVYOOD AVE.
SUITE 220
RALEIGN,NC 27603
PHONE. [phone]
FAX: 919,322 -0032
/ RV1 alaN5:
30' 0 30' 60'
RrAl F 1" = 'In'
WEAVERS POND SUBDIVISION
ROAD H
CROSSING #4 - PROFILE VIEW
ZESULON, NC

t.
."�
1 -
' Y ,
a
J
t
r WWI
tj'6
Al
I
s . Ae
� 1 t
A f
ilk
lot
- et
• gip• �.. .�, � A y - ' ' � � r•
AIV
lot
REV1510N5: WEAVERS POND SUBDIVISION
CE GROUP
301 GLENWOOD AVE, ROAD H
SUITE 220
RALEIGH,NC27'603 30' 0 30' 60" EXISTING AERIAL
PHONE [phone]
FAX [phone] ZEBU Lid N 9 NC
SCALE: 1 " = 30"