20140475 Ver 1_More Info Received_20140626

Strickland, Bev
From: Higgins, Karen
Sent: Thursday, June 26, 2014 1:49 PM
To: Strickland, Bev
Subject: FW: Summerfield at Arrowstone 401 Comments
Attachments: Summerfield 401 Comments.pdf, Summerfield 404 NW29.pdf; Summerfield Agent
Authorization Letter.pdf, Low Density Supplement001.pdf, Drainage Areas and Road
Swales.pdf, WR Summerfield at Arrowhead.pdf, Summerfield Signed PCN Pgll.pdf
For 14 -0475. Haven't gotten the hard copies yet but will put in file when we do.
Thanks-
Karen
Karen Higgins
401 & Buffer Permitting Unit Supervisor
NC DENR - Division of Water Resources
1617 Mail Service Center, Raleigh, NC 27699 -1617
*Note new Mail Service Center Number*
Phone: [phone]
Email: karen.higgins @ncdenr.gov
Website: http: / /Portal.ncdenr.org /web /wq /401bufferpermitting
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Adam Carter [ mai Ito: wetlandsolutionsncCa)yahoo.com]
Sent: Monday, June 23, 2014 2:26 PM
To: Higgins, Karen
Subject: Summerfield at Arrowstone 401 Comments
Karen,
I hope you are doing well. Attached are the 401 comment you had sent ,me and the requested information is
attached. Changes to PCN and Agent of Authorization is a attached also. I have printed all additional information and
have sent it out in todays mail.
Thank you for your help.
Adam
Wetland Solutions, LLC
PO Box 244
Bunnlevel, NC 28323
(910)890 -2779
wetlandsolutionsnca- vahoo.com
www.wetlandsolutionsnc.com

North Carolina
Pat McCrory
Governor
Samuel A. Carter
Wetlands Solutions, LLC
PO Box 244
Bunnlevel, NC 28323
�7 k
NCDENR
Department of Environment and Natural
May 14, 2014
Subject: REQUEST FOR ADDITIONAL INFORMATION
Summerfield at Arrowhead Subdivision
Dear Mr. Carter:
Resources
John E. Skvaria, III
Secretary
DWR # 14 -0475
Moore County
On May 12, 2014, the Division of Water Resources (Division) received your application dated April
15, 2014, requesting a 401 Water Quality Certification from the Division for the subject project.
The Division has determined that your application is incomplete and cannot be processed. The
application is on -hold until all of the following information is received:
1. When the applicant is a corporation, the Division requires the state in which it its
domesticated, the name of its principal officers, the name and address of the NC process
agency and the name of the individual who shall be primarily responsible (pursuant to 15A
NCAC 02H .0502 (a)(3)). BCMB INC is not listed on the NC Department of the Secretary of
State's Corporation website
(httP://www.secretary.state.nc.us/Corporations/CSearch.aspx), however BCMB, LLC is
listed (see attached document). if the applicant is BCMB, LLC, please correct the applicant
information on the PCN. If the applicant is BCMB INC, they will need to register with the
Secretary of State before the Division can process an application from BCMB INC.
2. According to the parcel information provided in the application, the current owner of the
parcel is not BCMB INC or BCMB, LLC. When the applicant does not have title to the
property, documentation must be provided that the applicant has been authorized by the
owner to apply for a certification. Also, please list the owner (Anita Blue and Heirs) in part
A -3 of the PCN and list the applicant (BCMB INC or BCMB, LLC) separately in part A -4 of the
PCN..
Division of Water Resources — 401 & Buffer Pernnittirg Unit
1650 Mail Service Center, Raleigh, North Carolina 27699 -1650
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 919-&07 -63001 FAX: 919 - 807 -6494
Internet: www.ncwaterquality.org
An Equal Opporturity V Affirmative Action Employer— Made in part by recycled paper

DWR # 14 -0475
Request for Additional Info
May 14, 2014
3. Page 11 of the PCN Form carries your signature. In order for you to sign, the application
package requires an agent authorization form from the applicant. An example can be
found online:
http:Z/www.saw.usace.army.mil/ Portals /59 /docs /regulatory /regdocs /Permits /SAMPLE AG
ENT AUTHORIZATION FORM.gdf.
4. Page 9 of the PCN Form indicates that a stormwater management plan will be reviewed by
the Division, however no stormwater management plan was provided. Please see GC3890
for stormwater management plan submittal requirements
(http://portal.ncdenr.org/c/document library/get fife ?uuid= 9e7c74e6- 1036- 44dd -b70f-
8e93e7ef6fbe &groupId= 38364).
Pursuant to Title 15A NCAC 02H .0502(e), the applicant shall furnish all of the above requested
information for the proper consideration of the application.
If all of the requested information is not received in writing at the address below within 30
calendar days of receipt of this letter, the Division will be unable to process the application and it
will be returned. The return of this project will necessitate reapplication to the Division for
approval, including a complete application package and the appropriate fee.
Please be aware that you have no authorization under the Section 401 of the Clean Water Act for
this activity and any work done within waters of the state may be a violation of North Carolina
General Statutes and Administrative Code.
Please contact me at 919- 807 -6360 or karen.higgins @ncdenr.gov if you have any questions or
concerns.
Sinc rely,
I VJ Cg
Karen Higgins, Supervisor
401 & Buffer Permitting Unit
cc: Wes Caddell, BCMB, LLC, 3100 Vass Carthage Rd, Carthage, NC 28327
USACE Wilmington Regulatory Field Office
DWR FRO 401 files
DWR 401 & Buffer Permitting Unit
Filename: 140475SummerfieIdatArrowheadSubdivis ion (Moore) _Hold

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW- 2014 -00054 County: Moore U.S.G.S. Quad: Southern Pines
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: BOMB, Inc.
Wes Caddell
3100 Vass - Carthage Road
Carthage, NC 28327
Telephone Number: (910 94Z 9 -2356
Size (acres) 129 Nearest Town Whispering Pines
Nearest Waterway Spring Valley Lake River Basin Cape Fear River Basin
USGS HUC 03030004 Coordinates Latitude: 35.2491 Longitude: - 79.3790
Location description: The:. project area is located on Hardee Lane, south of Spearhead Drive, in Whispering Pines, Moore
County, North Carolina.
Description of projects area and activity: This Nationwide Permit 29 authorizes impacts to 0.04 acre of wetlands for the
construction of an access road to the proposed Summerfield at Arrowhead subdivision, located on Hardee Lane, south of
Spearhead Drive, in Whispering Pines Moore County North Carolina Please see attached plans
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: 3
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated April 15, 2014. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and /or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. 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 requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
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 [phone]) 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 in Morehead City, NC, at (252) 808 -2808.
This Department of the Army verification does not relieve the permittee 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
Corps Regulatory Official: �archI8 Date: JtcAa�e11�"'
Expiration Date of Verification: 17

May 19, 2014
Owner Information of Property
Name: A n i$6, 13 rue an d H e- r s
Mailing Address: a`7 $ a Vc, - Ca v '-3 e Ka �8
City, State, Zip: Ca e4-h a e, N C 0 9 3 Q-7
Telephone #: cl) C7 _ 9 Lcl - 3 p a 3
BCMB, LLC
Principle Officer: �h; �Q Slu e,
Mailing Address: R'7 g a V G__%S- Co_f- �-h 1-©GL d
C.ox4 a e, rvG a 3 7
Property Descn tp ion
Project Name: Hardee Tract
Address: See Attachment
PIN #: 8584 -1165 -0503
County: Moore
1, -- Ari r 4-,;L elu -,as , as owner /agent of the above referenced
property, authorize the US Army Corps of Engineers and the NC Division of Water Quality to
enter the subject property for the purpose of a jurisdictional determination.
1 also authorize Mr. Adam Carter of Wetland Solutions, LLC to act in my behalf as my
agent in processing applications for wetland certification and/or permits.
Signature
Title Date

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
El Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
El Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC DENR, Div. of Parks and Recreation, Natura, 20100101, Natural Heritage Element Occurrences: NC DENR, Div. of
Parks and Recreation, Natural Heritage Program, Raleigh, North Carolina. and
NC Natural Heritage Program Virtual Workroom, 2 -mile radius search:
http://nhpweb-enr.state.nc.us/pubiictvirtual—workroom.phtm1
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?
South Atlantic Habitat and Ecosystem IMS available at: http: // ocean. floddamarine .org /efh_coralrims /viewer.htm
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
El Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b_ What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA Flood data available from NC Department of
Transportation at: http:!/ www_ ncdot. org/ it/ gisIDataDistribution /FEMAFloodData /engAreview.htmi
Adam Garter
Z
Z�L
6/18/2014
Applicant/Agent's Printed Name
I
Date
—
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page I I of 11
PCN Form —Version 1.3 December 10, 2008 Version

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Wes Caddel
BOMB, LLC.
3100 Vass - Carthage Road
Carthage, NC 28327
Project: Summerfield at Arrowhead
Michael Ellison, Director
Ecosystem Enhancement Program
May 19, 2014
John E. Skvarla, III
Secretary
Expiration of Acceptance: November 19, 2014
County: Moore
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please
note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation
for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be
approved. You must also comply with all other state federal or local Rovernment permits, regulations or authorizations associated
with the proposed activity including SL 2009 -337: An Act to Promote the Use of Compensatory Mitigation Banks as amended by
S.L. 2011 -343.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit /401 Certification /CANIA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In-
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation
are summarized in the following table. The amount of mitigation required and assigned to NCEEP for this impact is determined by
permitting agencies and may exceed the impact amounts shown below.
Impact
River
Basin
CU
Location
Stream (feet)
Wetlands (acres)
Buffer I
(Sq. Ft.)
Buffer II
(Sq. Ft.)
Cold
Cool
Warm
Riparian
Non - Riparian Coastal Marsh
Cape Fear
03030004
0
0
0
0.25
0 0
0
0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed
in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010. Thank you for your interest in the NCEEP. If you have any questions or need additional
information, please contact Kelly Williams at (919) 707 -8915.
Si erely, S49
Jai es B Stanfill
Asse Management Supervisor
cc: Karen Higgins, NCDWR Wetlands /401 Unit
Christy Wicker, USACE- Wilmington
Adam Carter, agent
File
1652 Mail Service Center, Raleigh, North Carolina 27699 -1652
Phone: 919 - 707 -8976 \ Internet: www.ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

SV
® • 0 '
Roadsig
���� g \ ii-
11011 501\
Swalej 21
50`
9
431,515 -SF
,0.91 AC
,
/ s ••s
• • DA24A
••.•' Roadside 68,838ASF
Swale #20
*woo
Swale #23
DA22
223-086 SF
5.12 AC- ' - - - -_�
Notes:
Deed restriction language are required on form
SWU -101 shall be recoreded as a restrictive covenant.
A copy of the recoreded document shall be provided to
DWQ within 30 days of platting and prior to the sale
of any lots.
i•\\� \�� Alb
547,55 SF , y�
�\ ty 12.57 AC \
L-)
\ y
224E
GRAPHIC SCALE (Feet)
100 0 100 zoo
/
1
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1
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it
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Liner Depth
(See Chart)
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Legend:
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tr
w
a_
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w ="r
_ 1 N
U_ a3 3 Ql N
wUm��
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= Iron Pipe Found
``399 ■
� ■
-,
= Concrete Monument Found
- _ ■
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o
= PK Nail Set
- - - - - -
= Proposed Phaselines
0.53
= Boundary Line
0
- -
= Adjacent Property Lines not Surveyed
goo
= Existing Contour
ir0o
= Proposed Contour
- - - - - - -
- = Existing Easement
- - - - - - -
- = Proposed Easement
3
y ♦ `
\ DAU\
= Existing Fence
X23,086 SF\
`\
Notes:
Deed restriction language are required on form
SWU -101 shall be recoreded as a restrictive covenant.
A copy of the recoreded document shall be provided to
DWQ within 30 days of platting and prior to the sale
of any lots.
i•\\� \�� Alb
547,55 SF , y�
�\ ty 12.57 AC \
L-)
\ y
224E
GRAPHIC SCALE (Feet)
100 0 100 zoo
/
1
i - - --
1
I I
I
I 1
I l
I� 1r
I
f
I
I
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it
I
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/ I
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/ y
,
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i
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Liner Depth
(See Chart)
('ompaq.... ___'J ---
Han
Legend:
Oar
tr
w
a_
W E cm
w ="r
_ 1 N
U_ a3 3 Ql N
wUm��
Z o�
a `''
= Iron Pipe Found
•
= Iron Rod Found
■
= Concrete Monument Found
A
= PK Nail Found
o
= PK Nail Set
- - - - - -
= Proposed Phaselines
0.53
= Boundary Line
0
- -
= Adjacent Property Lines not Surveyed
goo
= Existing Contour
ir0o
= Proposed Contour
- - - - - - -
- = Existing Easement
- - - - - - -
- = Proposed Easement
3
Existing Wetland Limits
�
= Existing Fence
• :..:..: _
, Existing Stream Centerline and Lake /Pond
C/
= Curb Inlet
V51
= Existing Storm Drain Manhole
HDPE
= High Density Polyethylene Pipe
RCP
= Reinforced Concrete Pipe
FES
= Flared End Section
a
= Proposed Storm Drainage Pipe
Construction Specifications:
1. Remove all trees, brush, stumps and other objectionable material from
the foundation area and dispose of properly.
2. Excavate the channel and shape it to neat lines and dimensions shown
on the plans plus a 0.2 ft. overcut around the channel perimeter to allow
for bulking during seedbed preparation and sod buildup.
3. Remove and properly dispose of all excess soil so that surface water
may enter the channel freely.
4. The procedure used to establish grass in the channel will depend upon
the severity of the conditions and selection of species. Protect the swale
with mulch or a temporary liner sufficient to withstand anticipated velocities
during the establishment period.
Q-
/� 529 -
61463 SF Roadside `-
/ t 0.15 A&
Roadside I• �• tl ` ' \ \
Swole#26 , i t►•i r \ ���� .
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9531
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533 i/i,' ,' ■ `\ \ \`\ \ \\
,'`i' 73,534 SF
' ,■ i 1.69 AC/ ■ 9 \ �� `y �y �y
534 - �•, � �- \_ 'a y1 +,,,
_ _� / �� �� i' ■ r1 1 l � y 1 1 t t
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Maintenance:
During the establishment period, check gross -lined channels after every rainfall. After
grass is established, periodically check the channel; check it after every heavy rainfall
event. Immediately make repairs. It is particularly important to check the channel outlet
and all road crossings for bank stability and evidence of piping or scour holes. Remove
all significant sediment acculmulation to maintain the designed carrying capacity. Keep
the grass in a healthy, vigorous condition at all times, since it is the primary erosion
protection for the swale.
- Cv*­+*nn ­^'4-
1 c.,,. r11,1 "
Scale: None
---- - - - - -♦ -- ----- - - - - -- ■ 50' Undistrubed
-- --- - - - - -- Buffer li1P�
_
------- - Section B
Site Data
Site Jurisdiction:
LRK #, Parcel IDs:
Deed Book & Page
Current Zoning:
Setbacks:
Front:
Side:
Rear.
Total Acreage
Total Lots Provided
Minimum Lot Size
Open Space
Required
Total Provided
Total Linear Feet of Streets:
Total Proposed
lmperivous Surface
Total
Rnni1 Q;da Curnla Tnhla
w
3
3
i I I
Z
O
North a
Per Deed of Recor U
0)
W
0
Q
0
W
Dc
Whispering Pines, NC (ETJ)
31503, 20060431
Oar
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a_
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w ="r
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U_ a3 3 Ql N
wUm��
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Road
M
O
Liner Depth (d)
$ M
v
J
1
n'
W
-CD
Bri htleaf
1.60
0.53
0.51
0
v
2
C
m
a)
Brightleof
p
"` J
50'
o °
130.33 Acres (includes Parcel ID 20060431 in Deed Book 3058, Page 531)
3
i ts
�
Brghtleaf
<C5
0
i- U
20,000 SF (Lot 71 Smallest Lot 20,041)
4
4-1mm
LV
10 +00 - 17 +00
Goldenleaf
CO (a
_
Z
0.80
N
n-
5
i=
°
I
U 0
Wildflower
nL' j
V/ Q�
co
• QC
W s
Z i
0.90
1.00'
3
6
E
Roadway: 4.92 Acres
Wildflower
Q r`
Y 00
Houses /Driveways (Estimated BA 3,400 SF) 10.15 Acres
UJ '5 N
3
Whispering Pines, NC (ETJ)
31503, 20060431
Oar
tr
w
a_
W E cm
w ="r
_ 1 N
U_ a3 3 Ql N
wUm��
Z o�
a `''
Road
M
Book 887, Page 25
Liner Depth (d)
$ M
Book 3058, Page 531
RS
1
cb tj
Z N ft
-CD
Bri htleaf
1.60
0.53
0.51
• Q 0)
40'
2
rn U
12' (15' Side Street)
Brightleof
p
"` J
50'
�U
130.33 Acres (includes Parcel ID 20060431 in Deed Book 3058, Page 531)
3
a Z
(This parcel MUST be recombined with the parent tract (Parcel ID 31506)
Brghtleaf
W
130
i�ri �C
20,000 SF (Lot 71 Smallest Lot 20,041)
4
m
10 +00 - 17 +00
Goldenleaf
c
= 31.62 Acres (Required)
0.80
N
= 32.38 Acres (25.6% Provided)
5
m
•ra) m
Whole Length
Wildflower
10
10,729 LF
0.90
1.00'
3
6
N
Q
Roadway: 4.92 Acres
Wildflower
Q r`
Y 00
Houses /Driveways (Estimated BA 3,400 SF) 10.15 Acres
UJ '5 N
3
7
_U
Estimated 15.07 Acres (11.92 %) (24% Max Built Upon Area)
Goldenleaf
W z
Swale
Oar
Sta.
Road
Slope %
Depth (d)
Liner Depth (d)
Bottom Width (B)
Side Slope (Z)
1
Straw with Net
12 +50 - 31+00
Bri htleaf
1.60
0.53
0.51
1.00'
3
2
None
10 +00 - 12 +50
Brightleof
0.50
0.70
1.00'
3
3
None
10 +00 - 12 +50
Brghtleaf
0.50
0.90
1.00'
3
4
Straw with Net
10 +00 - 17 +00
Goldenleaf
1.40
0.87
0.80
1.00'
3
5
Straw with Net
Whole Length
Wildflower
1.00
0.98
0.90
1.00'
3
6
None
10+00 - 11 +40
Wildflower
1.00
0.24
1.00'
3
7
Straw with Net
10 +00 - 18 +75
Goldenleaf
1,40
0.80
0.73
1,00'
3
8
Straw with Net
18 +50 - 23 +50
Goldenleaf
0.70
0.88
0.81
1.00'
3
8
Straw with Net
18 +50 - 21 +00
Wheatfield
0,70
0.88
0.81
1.
3
9
None
10 +75 - 12 +50
High Ridge
0.50
0.28
1.00'
3
10
Synthetic Mat
Whole Length
Channel 3
1.00
1.17
0.96
1.00'
3
11
None
10 +00 - 10 +75
High Ridge
1.10
0.24
1.00'
3
12
Straw with Net
10+50 -17+75
Wheatfield
1.30
0.72
0.67
1.00'
3
13
None
10 +75 - 12 +50
High Ridge
0,50
0.65
1.00'
3
14
Straw with Net
12 +50 - End
High Ridge
2.80
0.49
0.51
1.00'
3
15
Straw with Net
12 +50 - End
High Ride
2.80
0.36
0.46
1.00'
3
16
Synthetic Mat
Whole Length
Channel 1
1.00
2.07
1.81
1.00'
3
17
Straw with Net
18+50 - 23 +50
Goldenleaf
1.00
1.91
1.66
1.00'
3
18
Straw with Net
10 +00 - 20 +50
Wheatfield
1.30
1.20
1.13
1.00'
3
18
Straw with Net
19 +00 - 31+00
Brightleof
1.30
1.20
1.13
1.00'
3
19
1 Synthetic Mat
24 +00 - 26 +50
Goldenleaf
0.70
1.63
1.37
1.00'
3
20
None
24 +00 - 28 +50
Goldenleaf
0.60
0.48
1.00'
3
21
Synthetic Mat
21 +50 - End
Wheatfield
2.10
1 1.33
1.25
1.00'
3
22
Straw with Net
21 +50 - End
Wheatfield
2.10
0.35
0.46
1.00'
3
23
Straw with Net
26+50 - 40+50
Goldenleaf
0.60
1.48
1.39
1.00'
3
23A
Straw with Net
10 +00 - 12 +50
Banning
3.80
0.19
0.25
1.00'
3
24
Synthetic Mat
12 +50 - End
Banning
4.80
0.38
0.37
1,00'
3
25
Synthetic Mat
12 +50 - End
Banning
4.80
0.59
0.51
1.00'
3
26
1 Synthetic Mat
10 +00 - 12 +50
Banning
3.80
1 0.94
1 0.77
1 1.00'
3
w �
� c
c .
c EL
0) M E
C w
LO
N U)
a SEAL
. F`N
RELEASED
for
CONSTRUCTION
Scale: I As Noted
Date: 6 -1 8-14
Project # 1210601
Drawn By: ASM
SHEET: C01

18 �' �
224B / 1"E _
-
' 'Green" 1
3.90' \ \ 16290 Open mace "B1' 1
1 ri
Stop Sign (TYP.) A .18 CA 50,382 SF 1,
1 \ 11 �s`� Open Space "All" 1.16 ACS 181B
5 ` 1 19o• 38,141 SF � y
0.88 AC
' 1 - 1 ` , , 3692 Qf,.t ?ression Bed �tfJ 8 P - r �.
1 \ ��'�� 1 1 `` 13► 63 0.59 AC
' _ (2Oing DB 1 0 \ 1'6icea S78'3j'18 :') o- - - - - - - - - -
�, Gh 1 `e 1 1 3 V 1p0.04 1 Easement) Cf\ Bp M
8
e �r
AXLE
'iY
141.46• H1p• 9
o 0 22 ps Ci 147831 ` o 0 1 8 0 B
1 ,p5o2 , \ N 12 �, 4¢ / 21,112 SF ¢ C 30 18 W
�' \ �• 'c� o w ° c^or- - 6 ' BA 8 416 SF . f4 99.23%
�,o� z a 24,597 SF to I I \ � � 147 � -
t1 O ` 1 60 ` , Z \� 21 7J SF 2 1 1 1 I l p\ 83j�18 -W
��� 14 a, �; I 393A 11,132 SF1 20,105 SF - 8 Q9g,
o $ c° 1 BA 7,210 SF ' % r\ 20,954 SF 1 �
o 20,526 SF 1 BA 8,973 SF /...
9 6 44 \ 1 ; 15 � w \ _ I - - - I 1 - /a / BA 1082 SF- s83•r 1'167- � °p
20,922 SF - \ - / /�
10 G10 6g 29 - .-- IJ358' �
102• �,,� z t � w \ BA 8,662 SF - v � ` • 42 �
\. >, 16 \ Im \ BA 8,624 SF\ \ - - I I BA 9,665 .� ♦ N 1'OA1. " " o
N 1 y1' c1 s` - I 0 p6n Space A8 I
ry 1 0 20.919 SF \ 1 Stop Sign (TYP.) 102' 1' C19 r - -- C . \ �O ,� 947 SF (typ•) (0.02 AC) CV
\ z 20,0(41 SF Nt BA 8,616 SF \ ` 68 �1g710 �" ` -� -` c� ryy� ¢, L 23,143 SF
! 2 \ , 7, - ,p0'YV -�"" ' �6 ai BA 10,745 SF
' 20,319 SF BA 8,390 SF \ - 574 -�" �" C25' "� °A *f�0 •� G� SsS3 N
1g8.59 C2 �� C13. a hb G6 - 194.042 I
BA 8,528 SF \ o �" 57 33.00 W X15 _ _ _ _ _ / / �� i�� ell~ �ry,�9� -
\ , p1i g0.33� \ BA 11,052 SF 26` A�6il c� 6
1o0. "�' 9g' 'BA 8,407 SF ? // /. �c`�- Q� "' \
-§F 10 /2.04 $ .�' Stop Bar , - \ g o; I 25,519 SF „
C7j 51 33�p0 '�''"W ? $g5' C2� ` U \� c'r, 1 U o_ 0 24, 98 SF BA 10,057 SF-
56 _> ♦\ ��,� ` \ \ 6119 g1` / I. n°.,
1 BA 8,946 SF ZS v,
"� 5743300 1� , 1 i 20,957 SF �' s 20 / ^ - ♦ l� oA
152 1 1 17 n `$ \ "� 22,137 SF K
"Green" 1 1 �1 w 20,753 SF t _ _ ' f �l o°h16, >` '` - 5
��6 Open Space "B3 "� �� BA 7,166 SF E / �� ��� ti��' \ ` \ 2x,880 SF ! w
" . / / `� 1 BA 11,476 SF` ` I L4
/ 4 33 00
\ ? 45,713 SF �'1 N
�+ , I N8740'16 "E 7 96.86 / 25,254 SF \ N
\ \ 0% BA 14,247 SF
� 1.05 AC °, � 4'ss•
161.06'. , 1 "E
/ \ \ 20,44 SF I I U ��s os X66. \ �` ` 1
ti I! 39 0� i 4 I
\a�j�BA ,16Q SF 1 22,806 SF a ^ 23,407 SF�� 22,678 SF I °�
69 s� `�� / 582.41 '47 E ' o - - o
e! M ?BA 8,093 SF Z I BA 9,366 SF s 37 22 \ BA 6,979 SF ?
21,535 SF V J99.83� t. / I 25,218 SF ' - -
BA 10,283 SF \ - - I - 22,850 SF u -
I I / > S // I BA 11,271 SF o, N8751'18"E
8ro5 :�•� -� BA 9,924 SF • h� '
Nss %o I 40 r` 14` - ,- �� 01 9 / I " - ' ^' 1 ; - - 193.13' - --
ig" 1 ,_� - - .... -. 10' / a� 60 l -148251'18 E
f`- 1 I
I ,25559 w o I 20,215 SF High R� C38 / / q'` 3 b' !'
198.26' - 3 I
7.36' `�` BA 8,517 SF 1 S . ' die Court / / 20,948 SF I t g
6 8 � _ BA 8 444 SF o �0 20 479 SF
U 8 S82'42 00" I 1 C , 6 ,- 1482'05 46'1Y ��� c♦ " " `. z N z, Z t°' I
21,847 SF 1 20 E �� JzS - - r4 �-g �stDpen pace A6 t o I 2 I $14 y 1cn I
• ,L - 4.43' - N 17.04 6 47 SF (typ.) (OA2 AC) ao 0 10 ! �1 BA 8,416 SF
8A 10,638 SF - -
�"W o W - . _ C� ao, I N o I 20,222 SF I °�°- 1 1'18"W
57 2,16' 9,765 SF- - - , sr4 c BA 6,066 SF I - S8r5
o `N 1 I 1482'51'18 "E ' - 189.85' - I
= 20,673 SF 10t I W C s% 1 `
�+ ry /
41 BA 8,865 SF . i - C 1 N85'38'38 "E - 198.26 - ( 1 I I
- f 6 ( I '$BA 8, " - - 3 1 ^��' BA 8.384 SF 123.53' . - } BA 8,444 SF A(4 , � I /,��
� I 25,274 SF I
24,457 SF £ 1 - l• �\ 32 `- I '. 24 � 2
BA 11,396 SF 1 r- 209'03' - 1 Z \ Go• I I I ! i 23,016 SF
Q 1 1 - 21.573 SF / o♦ BA 10,183 SF o 20,222 SF I
5745354'W i ( ° \. / �� C41 / 1 4 I - I 1� I+ BA 9,642 SF J
222 45 - w N I 4 2 see 0,546t
35 1 - S82751' 18"W
1 •- \ 'L~' , \ 21,320 SF N82'51'18"E ' 1
I 20,591 SF - .150.00' \ �y� �•� 1 - \ ��i i 198.26' r - .186.08'- -
6 6 I BA 8,421 SF
S87'49'12"W X06 oIV
I . ,725 SF BA 9,599 SF - - 187.44'. ",
1
2507 w , I 30 \ �' `, 33 N • ! , - ,0693, 25 ;w j '. 22,990 SF I
23,314 SF a' -20,513 SF o `F 34 u 1 t '
3 3 �, 28,845 SF ' BA 9,260 SF I
20 ' CP \ I ,".�; �1 \ \ >. BA 7,974 SF ;n ro 21,320 SF rn `�� BA 11,347 SF
43 13A $,715 SF \ BA 71369 SF ° °. I - -
\ °. \ 22,427 SF \ ` *� s , \ `„ 6 X641 `�. �. ._ 15 - -
65 N ,� , = ,
21,539 SF \ BA 9,175 SF \ \ sky 65 . \ o. - 26 \ \ N6456'03 E 187.51'
BA 9,167 SF 30 Sy �gy ?> • y1 y1 °I' � -
46 \ 51014 d �` \ .� 'ss �5�' R, 24,453 SF 00 \- �56��4� \ 0 1773 \ °s` \ s39 \ X56 \lu+",A
00 1g�' �_ \ ", n �r s 6+. 1484 56 *03E 241;
\ o ? 44 ` \� - 21,450 SF \ �,� ate. BA 8,541 SF c3� -� - - 194.21'
\ $' 47.32'
64 \ \ ` X BA 7,428 SF �4 ° °' �27 \ �, . 9 �' , X6'2
\20,192 SF \ •. y
\
20,492 SF ti BA 7,546 SF ,� °R \, >>s ���1,6 / y' 22,121 SF ��g51 °
\BA 8,2 8 SF �� �Qi'- i�g1 - w Open
ti0 �o r'd. \ y y' ' st. BA 7,623 SF `' , 1p Z. v cn
\ e,3 \ s 551 `i \ \ `rR\ / Q ,� ,g S �♦+� 7
y ?,11 ti� \ s> s y \ '� ♦♦ �\ `�`,. / 28 ti9 `'fi, i i Nh6 y y�1 ti��6 \ w 20,865 SF/
�, ti� >,♦s 22,556 SF , i \
63 45 �� \� F 9 e, tzl��y ��� \° \ BA 7,517 SF
/ '�(�
20,445 SF \ \ 24,037 SF \ ♦Zt \� > >s`s BA 9,283 SF ' l�000 G6� ' \ \ 48 \ \ / / ti
\BA 8,097 SF +� 'o. ' BA 8,470 SF
�O N33'14'32W 21,038 SF
�� C33 Gy9 i 224.07' �a'jBA 8,743 SF/
i
6c� Open Space "A ' \ -�- -�'� / p Bar ' 20,49
err SF\ /
\ > / 4,127_ SF , \ /
21,500 SF / # BA 8,823 SF
\BA 8,728 SF ti"� ° A / 46 0.10 1AG \� iambs
Legend • y`L°c s / 24,731 SF �to ,y�iTnis Road Triangle \ 5 0 �\
k ti� \ �, % feature is the sam
BA 10,517 SF � � y 23,021 SF
\ / 1�RDad Triangle that s\
QQ = Iron Pipe Found / / 61 \ / j /.�, le is currently located �s�so 10,711 SF
• = Iron Rod ound \ 20,237 SF �s / ` �y at the intersection
■ = Concrete onument Found SBA 8,004 SF / � - / /% o��� ,00h /of John Ray \ / -
M ■ ■ I OEM= Pro osed haselines \ ti`O .S \ Memorial Causeway 51 \ / g
P d, y. \ �//� / and Pine Ridge Dr. \ ao
= Proposed Right of Way ` g6 / ,�� �, s�� z*,159 SF 6'
- ---- - - - - - -= Proposed enterline / 66 yam' < `� ss BA 11,556 SF 0�
ice- /
= Boundary ine 20,962 SF / \ 52 /
..................... = Limits of isturbance .BA 7,502 SF / i h1 \
- - - - - = Adjacent Property Lines not Surveyed / `Ara % �' / / - 2,s \24,370 SF
BA 11,622 SF)
- - - - - - = Proposed 3etback Lines
w = Approxima a Location of Existing Waterline 53 \\ /
-SIN = Proposed " Waterline �'��' / - \ \ /
21K = Proposed "Waterline C65 � / � A\ 24,8A411 957 SF
- - - - - - - = Existing E sement / Section A
oHu = Existing Oberhead Utility J*
- = Existing S it Road _ 54 -\ \ - /_ o, �
- - -- -- - - -- = Existing Gavel Road / �s 23,687 SF
-
�X = Existing Li ht Pole � _ `�y� BA 11,191 SF / 61�
= Proposed fight Pole
- E. c '1't P l
- - -- - - -
oi
N
1'79B
[Mel
0
N n2
°D o
Space "A1"
- xi U s ing i i y o e ; 5 \ / ti, GRAPHIC SCALE (Feet)
= Proposed tility Pole �°j' 10D 0 100 2W
® = Existing W ter Meter
SF
O1 F_ = Proposed Noter Meter
= Existing W ter Valve
rN = Proposed Nater Valve
= Existing Fie Hydrant
= Proposed ire Hydrant
= Proposed anitary Sewer Manhole
1
i
i
i
w
171B
N 172B
ao N
CURVE TABLE
Curve
------------
Chord
Ch. Direction
176B���
C1
25.00'
h
S51'06'20 "E
38.36'
� F
430.00'
60.05'
N1 1'08'56W
60.10'
C3
1'75B
101.26'
N21-5453W
101.50'
C4
430.00'
106.03'
W
106.30'
N
i
w
N tH
r /
w
co
174B
Ot
S61'3756"W
18.69'
C7
50.00'
48.91'
N53'46'07E
51.10'
Open Space "All "F /
P
50.00'
38.26'
38,141 SF
39.26'
C9
0.88 AC / f
43.57'
N46.201101W
/
bD
Ot
50.00'
47.53'
S79'27'20"W
Open Space "AV/
C11
50.00'
`1,379 SF
S24'13'49W
46.86'
X0.03 AC / 1 6 9 B
25.00'
18.26'
N184756E
18.69'
C13
Stop Sign (TYP.)
33.15'
N81'44'39E
36.24'
Space "A1"
- xi U s ing i i y o e ; 5 \ / ti, GRAPHIC SCALE (Feet)
= Proposed tility Pole �°j' 10D 0 100 2W
® = Existing W ter Meter
SF
O1 F_ = Proposed Noter Meter
= Existing W ter Valve
rN = Proposed Nater Valve
= Existing Fie Hydrant
= Proposed ire Hydrant
= Proposed anitary Sewer Manhole
1
i
i
i
w
171B
N 172B
ao N
CURVE TABLE
Curve
Radius
Chord
Ch. Direction
Arc Length
C1
25.00'
34.71'
S51'06'20 "E
38.36'
C2
430.00'
60.05'
N1 1'08'56W
60.10'
C3
430.00'
101.26'
N21-5453W
101.50'
C4
430.00'
106.03'
N35'45'33W
106.30'
C5
25.00'
33.15'
S0118'47 E
36.24'
C6
25.00'
18.26'
S61'3756"W
18.69'
C7
50.00'
48.91'
N53'46'07E
51.10'
C8
50.00'
38.26'
N01'59'30 E
39.26'
C9
50.00'
43.57'
N46.201101W
45.08'
CIO
50.00'
47.53'
S79'27'20"W
49.53'
C11
50.00'
45.16'
S24'13'49W
46.86'
C12
25.00'
18.26'
N184756E
18.69'
C13
25.00'
33.15'
N81'44'39E
36.24'
C14
460.02'
155.87'
S6846'04'E
156.63'
C15
533.18'
198.21'
S47'14'59E
199.37'
C16
430.00'
102.13'
N63- 3252W
102.37'
C17
430.00'
101.68'
N7709'29W
101.92'
C18
430.00'
87.01'
N89'45'18"W
87.16'
C19
847.32'
60.34'
S81'4228"W
60.35'
C20
25.00'
35.59'
S60'0427 "E
39.60'
C21
25.00'
35.12'
N295533 "E
38.94'
C22
25.00'
35.35'
N60'2728W
39.26'
C23
25.00'
35.36'
S29'3238'W
39.28'
C24
211.37'
16.28'
N74 33'00E
16.29'
C25
376.35'
175.87'
N89'0432W
177.51'
C26
370.00'
145.61'
N64'0558W
146.56'
C27
370.00'
170.70'
N3W2454W
172.25'
C28
370.00'
121.71'
N16'3642W
122.27'
C29
25.00'
33.56'
N35'00'41 E
36.79'
C30
530.00'
112.40'
S70'37'03"W
112.61'
C31
530.00'
58.28'
S61'2244W
58.31'
C32
1230.00'
110.28'
S55'3927W
110.32'
C33
123.85'
180.20'
NBW16'41 E
201.79'
C34
270.00'
33.22'
S39'46'08E
33.25'
C35
270.00'
202.92'
S14'10'08E
208.03'
_ G36
25.00'
35.36'
S5754'14'W
39.27'
C37
170.00'
110.83'
N63'04'16'W
112.90'
C38
25.00'
21.03'
N19'10'30"W
21.70'
C39
50.00'
31.97'
S12'56'53E
32.54'
C40
50.00'
38.43'
S541I'26 E
39.44'
C41
50.00'
38.26'
N80'43'09E
39.26'
C42
50.00'
51.94'
N26'56'07E
54.61'
C43
50.00'
60.92'
1 N41'53'08"W
65.50'
C44
25.00'
16.47'
S60'10'36 "E
16.79'
C45
230.00'
8.10'
N41'5652 W
8.10'
G46
230.00'
74.87'
N5Z19'29'W
75.21'
C47
25.00'
35.61'
S36'40'S5E
39.63'
C48
530.00'
102.16'
NO3'12'06E
102.32'
C49
530.00'
121.22'
N08'5344W
121.49'
C50
470.00'
190.37'
NO3'46'51'W
191.70'
C51
330.00'
58.00'
S02'51'43'W
58.08'
C52
330.00'
101.16'
S10'59'48 "E
101.56'
C53
330.00'
99.03'
S28'2634 E
99.40'
C54
330.00'
35.83'
S40.11'04 E
35.85'
C55
120.00'
168.27'
1401'1318 E
186.48'
C56
7762.89'
37.03'
S45'1329"W
37.03'
C57
1170.00'
76.20'
S44'50'15W
76.22'
C58
1170.00'
94.59'
S49'01'13"W
94.62'
C59
1170.00'
110.65'
S54'02'51'W
110.69'
C60
1170.00'
30.00'
S57'2933"W
30.00'
C61
470.00'
100.64'
S64'2224'W
100.84'
C62
470.00'
117.93'
S77'4336'W
118.24'
C63
1338.24'
128.52'
S40'55'15'W
128.57'
C65
25.00'
34.57'
81' '13 E
38.17'
C66
1170.00'
80.06'
S52'31'30 "E
80.08'
C67
1170.001
121.80'
S473449 "E
121.86'
C68
1170.00'
127.95'
S41'27'43 "E
128.02'
C69
1170.00'
123.48'
S35-18-10 -E
123.53'
C70
1170.00'
119.56'
S29'20'57 "E
119.61'
C71
1170.00'
119.19'
S23'30'04 E
119.24'
772
1170.00'
111.86'
S175029 E
111.90'
C73
1170.00'
79.66'
S13- 09'03 "E
79.67'
C74
280.00'
155.19'
SO4'53'21 W
157.25'
C75
280.00'
153.32'
S36'52'05'W
155.31'
C76
280.00'
105.85'
S63'39'15"W
106.50'
C77
340.00'
38.34'
S71'19'04 W
38.36'
C78
340.00'
103.64'
S59'19'07'W
104.05'
C79
340.00'
57.98'
S45'39'40W
58.05'
C80
25.00'
32.58'
N81'26'12E
35.49'
C81
25.00'
18.26'
S362847 "E
18.69'
C82
50.00'
53.95'
N47'4236W
56.98'
C83
50.00'
52.43'
S68'01'30W
55.18'
C84
50.00'
40.36'
S12'36'13W
41.54'
C85
W. W,
70.42'
S55'5754 E
78.13'
C86
25.00'
18.26'
N79'18'48W
18.69'
C87
25.00'
17.42'
N3730' 16 W
17.80'
C88
25.00'
17.33'
NO3'09'44E
17.69'
C89
340.00'
93.20'
S153334W
93.49'
C90
340.00'
101.63'
S00' 4'49'E
102.02'
C91
340.00'
10.03'
S10'2117 "E
10.03'
C92
1230.00'
57.87'
S12'3253 "E
57.87'
C93
1230.00'
99.75'
S1613111
99.78'
C94
1230.00'
100.44'
S20'53'02E
100.47'
C95
1230.00'
100.08' 1
S25-33'20 *E
100.11'
C96
1230.00'
100.08'
S30-13'08 'E
100.11'
C97
1230.00'
144.08'
S3554'29 "E
144.16'
C98
25.00'
34.57'
N0428 42E
38.17'
C99
360.00'
39.06'
S45'06'46 W
39.08'
C100
360.00'
88.69'
534'55'41 W
88.91'
C101
360.00'
77.77'
S21'39'06W
77.92'
C102
360.00'
100.30'
S07-2635W
100.63'
C103
25.00'
32.39'
N39'49'04 E
35.24'
C104
25.00'
31.48'
S40'30'00 'E
34.05'
C105
300.00'
252.17'
S23'22'10W
260.26'
C106
25.00'
34.57'
N88'02'00W
38.17'
C107
1230.00'
218.60'
S49'23'15 E
218.89'
C108
25.00'
35.77'
NOS'48'12W
39.87'
C109
25.00'
35.36'
N81'5244"E
39.27'
C110
330.00'
150.69'
N66'19'08W
152.03'
C111
25.00'
18.26'
S78'23'00 *E
18.69'
C112
50.00'
61.20'
S85'17'48W
65.86'
C113
50.00'
55.97'
S13'31'33W
59.40'
C114
50.00'
46.73'
S48- 21'54 "E
48.62'
C115
50.00'
54.76'
N70'34'21E
57.96'
C116
25.00'
18.26'
S5847'00W
18.69'
C117
25.00'
35.36'
N54'48'00W
39.27'
C118
25.00'
35.36'
S35'12'00W
39.27'
C119
270.00'
14.94'
S81'47'07W
14.94'
C120
270.00'
110.78'
N84-4728W
111.57'
C121
270.00'
92.99'
N63'02'14W
93.46'
C122
25.00'
35.87'
NO716'38W
40.01'
C123
530.00'
89.99'
S33'41'48W
90.09'
C124
270.00'
208.27'
N51'30'45 E
213.81'
C125
270.00'
28.27'
N77- 11'57E
28.28'
C126
25.00'
35.36'
S54'48'00 E
39.27'
C127
25.00'
35.36'
N35'12'00 E
39.27'
C128
25.00'
18.26'
S78'23'00 E
18.69'
C129
50.00'
54.76' 1
S89-4939"W
57.96'
C130
50.00'
54.07'
S235328W
57.13'
C131
50.00'
71.30'
S54'19'11 E
79.38'
C132
50.00'
36.51'
N58'47'001
37.38'
C133
25.00'
18.26'
S58'47'00W
18.69'
£134
330.00'
286.08'
N54'3 48E
295.89'
C135
519.36'
81.00' 1
S33'3557W
81.08'
C136
1170.00'
96.51'
S40'3627W
96.54'
C137
200.00'
250.74'
N31-07'21 "W
70.99'
C138
25.00'
18.26'
N33'5335E
18.69'
£139
50.00'
65.16'
S14'38'47W
70.97'
\ ti
1 \
528
0 M
r �\
-- X-
X- »
N80'o242 E
334.77'
Section B
C1401
50.00'
46.51'
S53'4357E
48.37'
C141
50.00'
49.09'
N69'09'1 7 "E
51.31'
C142
50.00'
57.44'
N04'42'01E
61.19,
C143
25.00
18.26'
S08'56'26 "E
18.69'
C144
260.00
112.62'
N00'01'55W
113.52'
C145
260.00
86.54'
N2707'11 W
86.94'
C146
260.0£'
102.80'
N43'06'05W
103.48'
£147
260.00
84.00'
N62'15'56W
84.36'
North
Per Deed of Record
"BLUE"
Lake
2.43 AC
/
t`
M1/
ry
3
r 3
We1LGnds
4
4.34 AC
F'Mrso 3
1�
y
50' UndistiuW
Buffer (op.)
LINE TABLE
Line
Length
Bearing
L1
24.29'
N54'2909W
1-2
21.76'
145C29'09 "W
1-3
32.06'
N11.12'00W
L4
32.06'
N11'12'OOW
L5
40. 1'
N5753'47W
L6
40.21'
1 N5753'47W
III
Z
O
a_
U
W
0
:.
W
a
0
W
ir
CA R
SEAL r .'
368Q9��
RELEASED
for
CONSTRUCTION
scale:
AS Noted
Date:
4 -24 -14
Project 4
1210601
Drawn By:
ASM
SHEET:
CO2

Permit No.
(to be provided by DEMLR)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008 -211, 15A NCAC 2H.1000, Session Law 2006 -246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : Summerfield at Arrowstone- Phase 1. Sections A& B
Contact Person: Wes Caddell Phone Number: (910 )949 -2356
Number of Lots:63 Allowable Built Upon Area (BUA) Per Lot*:See Table
Number of Dwelling Units Per Acre * *:
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
® Swales ® Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
* *(Phase II Post - Construction [non -SA] only)
II. BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (ht�t �ortal.ncdenr.orp-/web/Ir /state- stormwater -forms docs)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non - uniform lots.
Form SW401 -Low Density-Rev.3-2/10/09 Page 1 of 4

Cnlrnlntinn-
For uniform lot sizes:
(SA: ft' x DF: ) - (RA: fe) - (OA: ftZ) = BUA per Lot = ft'
(No of Lots: )
For non - uniform lot sizes:
a. (SA: 19968111 ft' x DF: 0.24) - (RA: 120112 ft2) - (OA: 0 ft') = Total allowable lot BUA = 359.123 ft
b. Total BUA from lot listing: 350,839 f. b must be <_ a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http : //hdsc.nws.noaa.gov/hdsc /pfds/
T.hln 1 Cwnle rlesian inf n,natinn hated on the 10 -Year storm
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
( %)
Vanow
(fps)
Vacwal
(fps)
Flow
Depth (ft)
1
3.64
0.37
3.27
0.5
2.95
1.60
5.00
2.15
0.53
2
1.02
0.12
0.90
0.5
2.76
0.50
5.00
1.27
0.70
3
0.19
0.09 1
0.10
0.5
0.77
0.50
5.00
0.91
0.39
4
1.30
0.18
1.12
0.5
8.64
1.40
5.00
2.75
0.87
5
1.61
0.26
1.35
0.5
9.50
1.00
5.00
2.46
0.98
6
0.11
0.04
0.07
0.5
0.46
1.00
5.00
1.12
0.24
7
1.75
0.37
1.38
0.5
7.03
1.40
5.00
2.58
0.80
8
1.52
0.21
1.31
0.5
6.14
0.70
5.00
1.92
0.88
9
1 0.11
0.04
0.07
0.5
0.45
0.50
5.00
0.88
0.28
10
5.10
0.19
4.91
0.5
14.42
1.00
5.00
2.73
1.17
11
0.11
0.02
0.09
0.5
0.46
1.00
5.00
1.12
0.24
12
1.34
0.19
1.15
0.5
5.37
1.30
5.00
2.36
0.72
13
0.98
0.04
0.94
0.5
2.68
0.05
5.00
1.40
0.65
14
1.22
0.04
1.18
0.5
3.35
2.80
5.00
2.76
0.49
15
0.65
0.07
0.58
0.5
1.74
2.80
5.00
2.33
0.36
16
20.91
1.93
18.98
0.5
66.02
1.00
5.00
4.42
2.07
17
15.66
1.48
14.18
0.5
54.09
1.00
5.00
4.21
1.91
18
5.77
0.64
5.13
0.5
18.52
1.30
5.00
3.35
1.20
19
8.01
0.42
7.59
0.5
28.04
0.70
5.00
2.92
1.63
20
0.38
0.12
0.26
0.5
1.55
0.60
5.00
1.32
0.48
Form SW401 -Low Density- Rev.3- 2/10/09 Page 2 of 4

Swale
No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
M
V allow
(fps)
V actual
(fps)
Flow
Depth (ft)
21
7.35
0.76
6.59
0.50
29.95
2.10
5.00
4.51
1.33
22
0.38
0.13
0.25
0.50
1.50
2.10
5.00
2.10
0.35
23
5.12
0.32
4.80
0.50
20.50
0.60
5.00
2.55
1.48
23A
0.15
0.06
0.09
0.50
0.60
3.80
5.00
2.02
0.19
24
0.65
0.13
0.52
0.50
2.68
4.80
5.00
3.30
0.38
25
1.69
0.12
1.57
0.50
6.90
4.80
5.00
4.22
0.59
26
0.22
0.06
0.16
0.50
16.86
3.80
5.00
4.70
0.94

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H. 1000, NCDENR BMP Manual (2007), Session Law 2006 -246, and Session Law 2008 -211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
a.' For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
b.' For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
c.' For Phase H Post - Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
C01 d. Deed restriction language as required on forth SWU -101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
C01 e. Built upon area calculations are provided for the overall project and all lots.
f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H. 1007)
C01 g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
C01 h. Longitudinal slope of swales is no greater than 5 %; for non -curb outlet projects, calculations for
shear stress and velocity are provided if slope is greater than 5 %.
C01 i. At a minimum, swales are designed to carry the 10 year storm velocity at a non - erosive rate.
C01 j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity (for this flow requirement into wetlands, non - erosive is velocity < 2 ft/s).
C01 k. Swale detail and permanent vegetation is specified on the plans.
C01 1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
C01 m.Swales are located in recorded drainage easements.
n.'t Length of Swale or vegetated area is at least 100 feet for each curb outlet.
o tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
p." Curb outlets direct flow to a Swale or vegetated area.
Projects in the Neuse, Tar-Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401 -Low Density- Rev.3- 2/10/09 Page 3 of 4

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped ".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build -up,
erosion, and trash accumulation.
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to any
changes to the system or responsible parry.
Print Na
Address
Phone: R(o- 7,11- z7.SL Date:
Signature: < �
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
z:)b6) ° a Notary Public for the State of �� , County of
t_4 a tc do hereby certify that k� b <.r it �i�� personally appeared before me this
day of DyAn Q ��I , and acknowledge execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
N tary signature,.,,,,,,
Notary Public
MmEounty
>,Q",y COO''ky`N
My commission expires 'OZd
Form SW401 -Low Density- Rev.3- 2/10/09 Page 4 of 4

LOW DENSITY SUPPLEMENT CALCULATIONS
FOR NON - UNIFORMED LOT SIZES
Summerfield at Arrowstone
Phase 1 Section A
See Page CO2 of Plans For Lot Numbers.
Lot
No.
Lot Size
(In Sqft)
Allowable
BUA
1
22,990
5,517
2
23,016
5,524
3
20,479
4,915
4
22,678
5,443
5
29,880
7,171
6
25,519
6,124
7
23,143
5,554
8
20,954
5,028
9
21,112
5,066
10
21,666
5,200
11
20,105
4,825
12
24,597
5,903
13
21,277
5,106
14
20,526
4,926
15
20,922
5,021
16
20,919
5,021
17
20,753
4,981
18
20,957
5,030
19
24,998
5,999
20
22,137
5,313
21
25,254
6,061
22
25,218
6,052
23
20,222
4,853
24
20,222
4,853
25
28,845
6,923
26
24,453
5,868
27
22,121
5,309
28
22,556
5,413
29
21,450
5,148
30
23,314
5,595
31
25,274
6,066
32
21,573
5,178
33
20,513
4,923
34
21,320
5,116
35
21,320
5,116
36
20,948
5,028
37
22,850
5,484
38
23,407
5,617
39
22,806
5,474
40
20,215
4,852
41
20,673
4,962
42
20,591
4,942

Summerfeild at Arrowstone
Phase 1 Section B
See Page CO2 of Plans for Lot Numbers
Totals
34 acres
Total Project Acres
1,461,865.00 scift
Total Project SQFT
350,839 sqft
Allowable Built Upon Area
240/6
Allowable Built Upon Area %
Project I
SA (SQFT)
DF 24%
RA
O
BUA
Phase 1, Section A
1694288
107336
Phasel, Section B
302523
12776
Total
1
1996811
0.24
120112
359,123