20140098 Ver 1_401 Application_20140114

20
40090
Environmental Consultants,
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger / Craig Brown
3331 Heritage Trade Drive, Ste.105
Wake Forest, NC 27587
From: Bob Zarzecki
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Ste. 104
Raleigh, NC 27615
Sure 104, Raleigh, NC 27615 • I'hone: (919) 846 -59M
sandec.corn
January 31, 2014
S &EC Project #11250.P1
NC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 9' h Floor
512 North Salisbury Street
Raleigh, NC 27604
Re: STONEHENGE MANOR SUBDIVISION
Howard Road & Ray Road, Raleigh, Wake County, NC
On behalf of the applicant, Stonehenge Manor Developers, LLC (Attn: Bruce Herbert), please find attached
a complete application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers (USACE) and the North Carolina Division of Water Resources (NCDWR) that the
activities proposed below may proceed under Nationwide Permit 29 and Water Quality Certification 3890
and the Isolated & Other Non -404 Wetlands General Permit. Please contact me at (919) 846 -5900 if you
have any questions or require additional information.
PROJECT SUMMARY
Project Name
STONEHENGE MANOR SUBDIVISION
Project Type
Sin le Family Residential Subdivision
Owner / Applicant
Stonehenge Manor Developers, LLC
County
Wake
Nearest Town
Raleigh
Waterbody Name
UT to Hare Snipe Creek
Index Number
27-33-12-(2) — Neuse 03020201
Class
C; NSW
IMPACT SUMMARY
Stream Impact (acres):
0
Wetland Impact (acres):
0.014
Open Water Impact (acres):
0.462 (pond)
Total Impact to Waters of the U.S. (acres)
0.476
Total Stream Impact (linear feet):
0
Isolated /Non -404 Wetlands
0.255
Attachments: Completed PCN Application & Agent Authorization
Maps (USGS, Soils, NWI, SHPO, NHR Flood)
NBRRO #09 -092 Buffer Determination Letter
Wetland Survey Plat (submitted to USACE. but not yet signed)
DENR Approval of Breach Construction
86 -lot conceptual site plan
82 -lot preliminary subdivision plan (proposed) & Impact exhibit
$570 DWR Permit Application Fee
7 Nft - WAT>~F

O�O'� W AT t9
1 <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number. 29 or General Permit (GP) number: 3890
1 c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
Q 401 Water Quality Certification — Regular Q Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes Q No
For the record only for Corps Permit:
❑ Yes Q No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes X❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2.
Project Information
2a.
Name of project:
STONEHENGE MANOR SUBDIVISION
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
Stonehenge Manor Subdivision
2e.
NCDOT only, T.I.P. or state project no:
n/a
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Stonehenge Manor Developers, LLC
3b.
Deed Book and Page No.
Book: 015550 Page: 01518 -01523
3c.
Responsible Party (for LLC if
applicable):
Bruce J. Herbert
3d.
Street address:
1210 Trinity Road, Suite 102
3e.
City, state, zip:
Raleigh, NC 27607
3f.
Telephone no.:
919 - 233 -3886
3g.
Fax no.:
fax to agent
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ❑ Other, specify owner is applicant
4b
Name
4c
Business name
(if applicable)
4d
Street address
4e
City, state, zip
4f
Telephone no
4g
Fax no
4h
Email address
S.
Agent/Consultant Information (if applicable)
5a
Name
Bob Zarzecki
5b
Business name
(if applicable)
Sod & Environmental Consultants, PA (SBEC)
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 -846 -9467
5g
Email address
j bzarzecki @sandec corn
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property Identification no (tax PIN or parcel ID)
multiple, see attached agent authorization form
1b
Site coordinates (In decimal degrees)
I Latitude 35 8845 Longitude -78 688
1c
Property size
2964 acres
2.
Surface Waters
2a
Name of nearest body of water to proposed project
UT to Hare Snipe Creek (Stream Index 27- 33- 12 -(2))
2b
Water Quality Classification of nearest receiving water
C, NSW
2c
River basin
Neuse 03020201
3.
Project Description
3a Describe the existing conditions on the site and the general land use In the vicinity of the project at the time of this
application
The property assemblage is approximately 50% forested, 30% pasture & 20% residential home sites The USACE verified that the property contains a
jurisdictional pond, jurisdictional wetland, isolated wetlands, and isolated /non - regulated pond No streams were found to exist on the property DWR
confirmed that no Neuse River Riparian Buffers exist on the property Surrounding land uses are primarily single family residential neighborhoods
3b
List the total estimated acreage of all existing wetlands on the property 0 75
3c
List the total estimated linear feet of all existing streams (Intermittent and perennial) on the property 0
3d Explain the purpose of the proposed project
To develop an 82 -lot single family residential subdivision per the attached preliminary subdivision plan
3e Describe the overall project in detail, Including the type of equipment to be used
To develop 82 single family residential lots and associated infrastructure (streets, utilities, stormwater management, etc ) Excavators, dozers, etc
4.
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary Q Final
4c
If yes, who delineated the jurisdictional areas?
Name (if known) Craig Brown & Steven Bali
Agency /Consultant Company
Other USAGE & S &EC
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
On April 2, 2013, Mr Craig Brown and Mrs Jean Gibby of the USACE verified the jurisdictional waters (wetlands & pond) as depicted on the attached
plans and impact exhibits The jurisdictional request package including data forms, maps & a wetland survey plat have been submitted to Mr Brown
5.
Project History
5a
Have permits or certifications been requested or obtained for
this project (including all pnor phases) in the past?
Yes ©No El Unknown
5b
If yes, explain in detail according to "help file" instructions
6.
Future Project Plans
6a
Is this a phased project?
Q Yes ❑ No
6b If yes, explain
The project is phased, but all phases are shown on the preliminary subdivision plan provided in this application and all impacts are requested at this
time Construction would begin in 2014 and is anticipated to be completed prior to the expiration of the current NWP
Page 3 of 10
PCN Form — Version 14 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑X Wetlands ❑ Streams —tributaries ❑ Buffers ® Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1 P
Fill (lots)
Headwater Wetland
Yes
DWQ (isolated)
0 102
W2 P
Fill (road)
Headwater Wetland
Yes
DWQ (isolated)
0 031
W3 P
Fill (lots)
Headwater Wetland
Yes
DWQ (isolated)
0 114
W4 P
Fill (road)
Headwater Wetland
Yes
DWQ (isolated)
0 008
W5 P
Fill (storm /sewer pipes)
Headwater Wetland
Yes
Corps
0 014
W6
Choose one
Choose one
Yes /No
2g Total Wetland Impacts:
0 269
2h Comments
0 255 acres of isolated wetland impacts are requested for lot and road construction under the DWR Non - 401 /Isolated General Permit
0 014 acres of jurisdictional wetland impacts are requested to install storm pipe /sewer pipes, these are proposed as permanent give the grading
necessary to ensure hydrologic connection between the avoided jurisdictional wetland to the west and pond to the east
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 (PER) or
Type of
Average
Impact
number
Intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 -
Choose one
-
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h Total stream and tributary impacts
0
31 Comments
No jurisdictional or buffered streams were found to exist on the property
Page 4 of 10
PCN Form — Version 14 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then indivi ually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
Impact number
(if applicable)
Type of Impact
Waterbody
Area of Impact (acres)
Permanent (P) or
type
Temporary T
01 P
jurisdictional pond
Fill (storm/sewer pipes)
Pond
0 024
O2 P
jurisdictional pond
Fill (lots)
Pond
0 337
03 P
jurisdictional pond
Fill (storm pipe)
Pond
0 105
04
Choose one
Choose
4f Total open water impacts
0 462
4g Comments ul 6 u6 total acres oT open water to ins tail storm/sewer pipes ana are propose 59 —permanent o a ow adequate gra ing o
maintain proper hydrologic connection and safe fill slopes Pond will be drained to allow for fill and sediment control measures
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a
5b
5c
5d
5e
Pond ID number
Proposed use or
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
purpose of pond
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f Total:
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWO)
If project will impact a protected riparian buffer, then complete the chart below If yes, then Individually list all buffer impacts
below If any impacts require mitigation. then vou MUST fill out Section D of this form
6a Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other
6b
6c
6d
6e
6f
6g
Buffer Impact
Reason for impact
Stream name
Buffer
Zone 1
Zone 2
number —
mitigation
impact
impact
Permanent (P) or
required?
(square
(square
Temporary T
feet )
feet
131
Yes/No
B2
Yes /No
B3 -
Yes /No
B4
Yes /No
B5 -
Yes /No
B6
Yes /No
6h Total Buffer Impacts:
0
0
61 Comments
No buffers were found to exist on the property See NBRRO #09 -092 DWR also determined the upper pond to be non - regulated
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed Impacts In designing project
Attached is an original 86 -lot conceptual subdivision plan proposed for the property, the City approved 85 -lots & 3 additional lots were removed from
the plan to avoid the majority of the jurisdictional wetlands and pond As a result the current plan only proposes 82 lots The grading plan was
designed to maintain hydrologic connectivity between the avoided jurisdictional wetlands and the downstream pond bottom The stormwater pond was
located in upland areas and at an elevation that would ensure that it will not potentially drain the adjacent avoided, groundwater fed wetlands
lb Specifically describe measures taken to avoid or minimize the proposed Impacts through construction techniques
The pond dam was classified as high hazard The owner determined that upgrading it to a safe dam was not feasible, as such DENR has approved a
dam breach plan However, no fill will be placed in the pond bottom beyond that requested in this application The lowenng of the pond will aid in the
environmentally safe construction of the requested 3 lots & utilities within the footprint of the jurisdictional pond The project will obtain a land
disturbance permit from the City and use proper erosion & sediment control measures Wetlands will most likely form in the avoided pond bottom
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a Does the project require Compensatory Mitigation for
Impacts to Waters of the U S or Waters of the State?
❑ Yes © No
2b If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this
project
❑ Mitigation bank
❑ payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type Choose one
Type Choose one
Type Choose one
Quantity
Quantity
Quantity
3c Comments
4. Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation, stream temperature
Choose one
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non - riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5. Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes ❑X No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required:
o
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan included? If no, explain why
Note no buffers exist on the property All property drains to a single stormwater drop inlet located off
❑ Yes © No
property
to the east below the existing pond dam The proposed stormwater pond will be directly
discharged in to this drop inlet
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
26%
2b
Does this project require a Stormwater Management Plan?
0 Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
The SMP will be reviewed and approved by the City of Raleigh and will include a stormwater management
pond that directly discharges to an existing
drop inlet The project will comply with Phase 11 and NSW stormwater management regulations
2e
Who will be responsible for the review of the Stormwater Management Plan?
CLG - City of Raleigh
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
City of Raleigh
0 Phase II
0 NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes 0 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
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1 4 January 2009

F Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a Does the project Involve an expenditure of public (federal /state /local) funds or the
❑ Yes Q No
use of public (federal /state) land?
1b If you answered "yes" to the above, does the project require preparation of an
❑Yes ❑ No
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑Yes No
❑
letter)
Comments
2. Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑Yes Q No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after - the -fact permit application?
El Yes Q 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 WIII this project (based on past and reasonably anticipated future Impacts) result in
❑Yes © No
additional development, which could impact nearby downstream water quality?
3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
The project is a single family residential subdivision and is surrounded by other single family residential subdivisions There are no similar
undevelopment properties in the area, that could be instigated for development as a result of this project Also, any development or redevelopment
within this area would be subject to City of Raleigh stormwater management and Neuse River Buffer regulations
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
Wastewater from the development will discharge to the existing City of Raleigh sanitary sewer system The City will work with the State to ensure
available capacity
Page 9 of 10
PCN Form — Version 14 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
❑ Yes Q No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c If yes, indicate the USFWS Field Office you have contacted
'
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NHP website, database and map viewer
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH Map Viewer and website The project is located in a developed area of the piedmont of NC
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
SHPO HPO -WEB and website
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes Q No
8b If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination?
NC Flood Maps / DFIRM
S &EC, PA
D69.9y signed by Bob Zarmdo
Bob Zarzecki Dn.o °US
Data 2014 01 31 08 53V -0500
January 31, 2014
Bob Zarzecki
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided
Page 10 of 10

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: OW) 846- 59(1()
sandec.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Owner
Name: STONEHENGE MANOR DEVELOPERS, LLC
Address: 1210 Trinity Road, Suite 102 Raleigh, NC 27607
Phone: [phone]
Project Name/ Description: STONEHENGE MANOR S/D, (5 Parcels totaling +/-29.64 ac)
PIN #s 0797264718000 (20.21 ac) 0797270642000 (6.95 ac) ,
0797179007000 (0.48 act 0797178273000 (1 ac), 0797177545000 (1 ac).
Lat /Long: 35.8845/- 078.6880 S &EC Project # 11250
Date: January 2014
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: James Lastinger
Field Office: Raleigh Regulatory Field Office
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current owner, hereby designate and authorize Soil & Environmental Consultants, PA to act in my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc. from this day forward. The day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtes r asons, is valid ly o government
officials to enter the property when accompanied by S &EC staff. Y should call �& ar ange a site
meeting prior to visiting the site. //
STONEHENGE MANOR DEVELOPERS, LLC
Asst.
J•
cc: Ms. Karen Higgins 1-1-11c�-r. Bob Zarzecki
NCDENR - DWQ WeSCAPe Soil & Environmental Consultants, PA
Archdale Building
512 N. Salisbury Street,1Zh Floor
Raleigh, NC 27604

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Project Mgr.:
Howard Road 51te
Soil & Environmental Consultants, PA
56
Re 11a bu 1 I t
E
11010 Raven Ridge Rd.• Raleigh, NC 27614
(919) 846-%W • (919) 846 -9467
sc�ie:
Wake County, NC
Web Page: www.SandEC.com
I" = 1,320'
' -
Wake County 5011 Survey
3/4/13
5heet 28

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Stonehenge Manor
January 30, 2014 1:12,308
0 0.1 0.2 0.4 mi
• NR Individual Listing 0 0.15 0.3 0.6 km
• NR Listing, Gone
S&EC
NRHn C;PntPr Point

NC Department of Environment and Natural Resources
Natural Heritage Program - NHP Map Viewer
Natural Heritage Program Map Viewer
(Data last updated on January 8, 2014)
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7522 Ray Road, Raleigh, NC 27613, USA
35.88449672880054 - 78.68815898895263
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...�, STONEHENGE MANOR
• Major CR�es
Roads
- 100yr Flooding - F oodway :AEI
N ❑ 3000 Fee"
+ Benchmarks
— NC Highway
_ 100yr Flooding - Has BFE's (AE)
OFIRM Grid
—US Highway
i 100yr Flooding - NO BFEb 1A)
— Rivers and Streams
ari Interstate Highway
® )OOyr Floodhg - ';eboty Zone
- -- Transects iCoestail
Poldcai Areas
- 500yr Flooding (Shaded xj
North Carolina
0 Cointy Boundaries
0 E <traterritoral Juns6ctions
___ Bass Flood Elevation (Symbol l
Flaxlplain Mapping Program
Coastal Bamer Resource Systems
Coastal Sounds
,_ Cross Sectcns

j
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Soil and Environmental Consultants
Attn: Steven Ball
11010 Raven Ridge Road
Raleigh, NC 27614
BASIN:
Neuse River Buffer Determination X
(I 5A NCAC 2B .0233)
Project Name
Howard Road Site
Division of Water Quality
Coleen H. Sullins
Director
Jule 15, 2009
Tar - Pamlico Buffer Determination
(I 5A NCAC 21B .0259)
Location/Directions: located southeast of the intersection of Ray Road and Howard Road
Subject Stream
UT to
Date of Determination: 6/22/09
Dee Freeman
Secretary
NBBRRO 409 -092
Wake County
Feature(s)
Not Subject
Subject
Start @
Stop@
Soil
Survey
USGS
To o
A
X
and and stream)
X
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may
be other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and /or to the Division of Water Quality.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface ivater
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly , DWQ
Wetlands /401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604 -2260. Individuals that dispute a
determination by the DWQ or Delegated Local Authority that "exempts" a surface water from ftcbuffer
Ntmali'm hCarolma
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: www.ncwaterquality.org 1628 Mail Service Center Raleigh. NC 27699 -1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

rule may ask for an ad judicatory hearing. You must act within 60 days of the date that you receive this
letter. Applicants are hereby notified that the 60 -day statutory appeal time does not start until the affected
party (including downstream and adjacent landowners) is notified of this decision. DWQ recommends that
the applicant conduct this notification in order to be certain that third party appeals are made in a timely
manner. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699 -6714. This determination is final and binding unless you ask for a hearing within 60 days.
The owner /future owners should notify the Division of Water Quality (including any other Local, State,
and Federal Agencies) of this decision concerning any future correspondences regarding the subject
property (stated above). This project may require a Section 404/401 Permit for the proposed activity. Any
inquiries should be directed to the Division of Water Quality (Central Office) at (919)- 733 -1786, and the US
Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)- 876 -8441.
Respectfully,
Lauren C Witherspoon
Environmental Senior Specialist
cc Wetlands/ Stormwater Branch. 2321 Crabtree Blvd, Suite 250, Raleigh. NC 27604
RRO /SWP File Copy

`.
Legend
r.
Detailed Delineation of Waters of the US
Jurisdictional Linear Wetland Suitable for Prellminatv Planning Only _
S &EC reserves the rfput to moc8fythis map based on more Oddwork.
and airy of /ter additional Infarnatlon. Alpxttr manctiswere napped tntrtg
50' Buffer Measured from top -of -bank �, to bedisurbed .4atrphaosnndgrouTdtnshail beap roved red
to Ix disturbed. S &EC's ckialled delineation should be approved and
prrmtt led IV t lw U. S. Army Corms of Englrctrs as rtgnlretl. If the user of
thts work desires anaeatrate map oft tr regulated feats ins Ragwd by
S R B F i e I d Areas S&EC. they shauld retain a NC Registered Professional Isund 9utrveor to
locate SNW*.% OaWInz
Pond — s5 ••
l
Jurisdictional Wetland A,
Howard road fi N,t.r +�
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Project Number: Map Title: 11250.W2 Figure 3- Wetland Sketch
Project Manager: 513 Howard Road Partners Soil & Environmental Consultants, PA
Wake Count NC 11010 Raven Ridge Rd.• Raleigh, NC 27614
Scale: County, [phone] • [phone]
1 = 200 Source: web Page w".SaMEC.com
Date: G/ 19/09 Wake County GIS
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
(919) 846 -5900 • (919) 846 -9467
Web Page: www.SandEC.com
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Web Page: www.SandEC.com
-
Project No.
1125O.w2
Soil Survey map
Project Mgr.:
Howard Road Site
Se
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Scale:
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I" = 1,320'
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(919) 846 -5900 • (919) 846 -9467
Web Page: www.SandEC.com
-
Project No.
1125O.w2
Soil Survey map
Project Mgr.:
Howard Road Site
Se
Howard Road Partners
Scale:
Wake County, NC
I" = 1,320'
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G/ 19/09
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11010 Raven Ridge Rd.- Raleigh, NC 27614
(919) 846 -5900 • (919) 846 -9467
Web Page: www.SandEC.com
-
Project No.
Figure 2 -NRC5
1125O.w2
Soil Survey map
Project Mgr.:
Howard Road Site
Se
Howard Road Partners
Scale:
Wake County, NC
I" = 1,320'
Wake County Soil Survey
G/ 19/09
Sheet 26
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
(919) 846 -5900 • (919) 846 -9467
Web Page: www.SandEC.com

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1 1250 w2 Topographic Quadrangle
Project Mgr Howard Road 51te Soil & Environmental Consultants, PA
513 Howard Road Partners 11010 Raven Ridge Rd • Raleigh, NC 27614
Scale Wake County, NC (919) 846 -5900 • (919) 846 -9467
Web Page www SandEC com
I" = 2,000'
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G/ 19/09

AGA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
Certificate of Approval
August 28, 2013
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Chavis Revocable Trusts
Attn: Ms. Marva Motley
7608 Ray Road
Raleigh, NC 27613 -8804
RE: Approval of Breach Construction
Chavis Dam
Wake County
State Darn ID: WAKE408
Dear Ms. Motley:
Pat McCrory, Governor
John E. Skvada, III, Secretary
This is in response to your submission dated and received on August 21, 2013 of plans,
specifications and design data to breach the subject dam in compliance with the Dam Safety Law
of 1967. Also, Check Number 24754 in the amount of $200.00 serving as the minimum
application processing fee was received on June 7, 2013. The plans, specifications and design
data were prepared under the supervision of Mr. Patrick K. Smith, PE.
This letter constitutes approval of your proposal to breach the subject dam according to the plans
and specifications submitted to this Division on August 21, 2013 with the following stipulations:
Project construction shall be supervised by Mr. Patrick K. Smith, PE. Mr. Patrick K. Smith,
PE shall be responsible for field observation of construction as necessary to ensure
compliance with approved plans.
2. During construction, the Division of Energy, Mineral, and Land Resources may require such
progress reports as are deemed necessary.
Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699 - 1612.919 -707 -9200 / FAX: 919 - 715 -8801
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: hitp: / /Dortal.ncdenr,org/webAr/
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled l 10% Post Consumer Paper

Ms. Marva Motley
Approval of Breach Construction
August 28,2013
Page 2 of 3
Chavis Dam
WAKE -408
3. Minimum thickness of NCDOT Class 1 riprap where specified shall be twenty five inches
(1.5 times maximum stone size of 17 inches) and eighteen inches for NCDOT Class B nprap
is specified (1.5 times maximum stone size of 12 inches).
4. The minimum depth of all riprap channel lining shall be 2.75 feet
5. In accordance with GS 143- 215.29 and NCAC 15A-2K.0203,.0212,.0215, and .0216,
within 30 days of completion of the project, Mr Patrick K Smith, PE shall inspect the
completed work and upon finding (a) that the work has been done as specified and (b) that
the breach has been sufficiently stabilized to restrain accelerated erosion, and (c) the remains
of the dam are safe, shall file with the Division of Energy, Mineral, and Land Resources two
sets of record drawings and a certificate stating that the work has been completed in
accordance with the approved plans and other requirements, and the remains of the dam are
safe.
6 This approval does not convey the right to access the private property of others. Any
required access to perform the approved work must be secured prior to initiation of
construction activities.
7. You must notify Mr. John Holley, PE, Regional Engineer, Land Quality Section, 1628 Mail
Service Center, Raleigh, North Carolina 27699 -1628 or 3800 Barrett Drive, Raleigh North
Carolina 27609, telephone number (919) 791 -4200 ten days before the start of construction
The Army Corps of Engineers should be contacted to determine if additional permits are
required. Please note that there are rules in effect to help address water quality issues within the
Neuse River Basin which includes Hare Snipe Creek and its tributaries. You may wish to
contact the Division of Water Resources at telephone number (919) 707 -9000 to obtain a copy of
the rules Also, the erosion and sediment control program having jurisdiction should be
contacted to determine permit requirements. In any case, sediment must be prevented from
entering the waters of the state or flowing onto neighboring property.
Enclosed are a cost certification form and an explanation of the final processing fee calculation.
An additional fee will be required when the cost certification and engineer's certifications are
submitted if the cost for removal of the dam exceeds $10,001.00. The cost certification form
must be completed and returned with the engineer's certification in any event.
Construction must begin within one year of the date of this approval or the approval is void. For
assistance, you may contact Mr. John Holley, PE, Regional Engineer at [phone] or a
member of the Central Office dam safety staff at (919) 707 -9220.
Sin rely,
ti � racy . avis, PE, CPM
Division Director

Ms. Marva Motley
Approval of Breach Construction
August 28,2013
Page 3 of 3
TED /smm
Enclosures
cc: \11-. Patrick K. Smith, PE
Mr. John Holley, PE, Regional Engineer
Surface Water Protection Regional Supervisor
File Name: WAKE -408 20130828 COAB Chavis Dam
Chavis Dam
WAKE -408

WETLAND DELINATION SURVEY FOR
ROYAL OAKS
BUILDER GROUP
HOUSE CREEK TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
200 100 0 200 400
SCALE 1 " =200'
SEPTEMBER 3, 2013
REVISED JANUARY 9, 2014
ZONED R -4
PIN #0797.09 -26 -4718
PIN #0797.09 -17 -9007
PIN #0797.09 -17 -8273
PIN #0797.05 -17 -7545
PIN #0797.05 -27 -0642
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PROFESSIONAL LAND SURVEYOR L -3794
NOTES:
— WETLANDS WERE DELINEATED BY SOIL
& ENVIRONMENTAL CONSULTANTS
— ALL COORDINATES ARE REPORTED
IN U.S FEET.
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NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CAN - CABLE TV BOX
EB - ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD LINE
LP - LIGHT POLE
WM - WATER METER
WV - WATER VALVE
S' CO - SEWER CLEAN -OUT
�CAWTHORNE, MOSS & PANCIERA, P.C.
PROFESSIONAL LAND SURVEYORS, C -1525, 333 S. WHITE STREET, P.O. BOX 1
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
JUPJSDIC71N OF SECTION 4134 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBUSHED REGULATIONS.
THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE U71UZING THE APPROPRIATE
REGIONAL SUPPLEMENT TO THE 1887 CORPS OF
ENGINEERS WETLAND DELINEATION MANUAL
REGULATORY OFFICIAL
TITLE
DATE
USAGE ACTIN ID
WAKE FOREST N.C., 27588, (919) 556 -3148
I DECLARE THAT THIS SURVEY COMPLIES WITH THE NORTH
CARDUNA STANDARDS OF PRACTICE FOR SURVEYING,
GARO� /JVOf (SECTION
ALCULATED RA110 FOR OF PRECISION AND THAT THE ADJUSTMENTS
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
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WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN
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THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO
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DETERMINATION WAS MADE U71UZING THE APPROPRIATE
REGIONAL SUPPLEMENT TO THE 1887 CORPS OF
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TITLE
DATE
USAGE ACTIN ID
WAKE FOREST N.C., 27588, (919) 556 -3148

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ON THIS DATE UNLESS THERE IS A CHANGE IN Z 17
THE LAW OR OUR PUBLISHED REGULATIONS, LEGEND: V—)
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WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE UNLESS THERE IS A CHANGE IN Z 17
THE LAW OR OUR PUBLISHED REGULATIONS, LEGEND: V—)
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MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE THIS EIP — EXISTING IRON PIPE
DETERMINATION WAS MADE UTILIZING THE APPROPRIATE EPK — EXISTING PK NAIL
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Tru
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT
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JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS,
THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE THIS
DETERMINATION WAS MADE UTILIZING THE APPROPRIATE
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ISOLATED WETLAND
\� \ \ \ �U \ ` \ 0 0 0 0 0 o a ROAD IMPACT = 0 039 AC
\ W1— ISOLATED WE iLAND I� -�� - • \
LOT ,IMPACTS-0.102-AC \ 1 \ \ \ ISOLATED WETLAND
J, LOT IMPACT = 0 216 AC
W2— ISOLATED WETLAND =1 \ \ JURISDICTIONAL WETLAND
ROAD IMPACTS -0.031 AC \ = ^ \
SEWER IMPACT = 0 014 AC
\ JURISDICTIONAL POND OPEN WATER
N\ 5 \1 \ gyp\ \ I — — _ _ — LOT /FILL IMPACT = 0 337 AC
\ \� ` \ ' ( ! ' \\ \ O \ 1g 1� \� \ ` ( JURISDICTIONAL POND /OPEN WATER
_ • ' • • • * STORM /SEWER IMPACT = 0 129 AC
\ .�'� ' ` `� \ \ ♦ cW0 \ \ ISOLATED POND — NOT
\ \ , ` ` / ♦ \ REGULATED BY USACE OR DWR _ TOTAL JURISDICTIONAL POND /WETLAND IMPACTS = 0 480 AC
Be PUBM R/w
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IN
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43— ISOLATED WETLAND
LOT IMPACTS- 0.114AC
I`-N 01— JURISDICTIONAL POND /OPEN WATER
ISOLATED WETLAND I I X11 STORM /SEWER IMPACTS- 0.024AC
\ I ) I I \ I ROAD IMPACTS- 0.008AC 1
02— JURISDICTIONAL POND /OPEN WATER
LOT/FILL IMPACTS- 0.337AC
\ \\ \ I I \I JURISDICTIONAL TO BE AVOIDED / — — = I / ` \
\ _ JURISDICTIONAL POND
NO IMPACT
03— JURISDICTIONAL POND /OPEN WATER
STORM IMPACTS- 0.105AC
W5— JURISDICTIONAL WETLANDS \ �— =_ _ —• �, • .. , .. '
\\ \ ` �\ ; \ \ STORM /SEWER IMPACTS- 0.014AC /� J /
coleJenest STONEHENGE MANOR SUBDIVISION PROPOSED WETLAND IMPACTS
& Stone Project No. 50332.03 Issued 1.2.14 SCALE: V =100'
0 50 100 200