20050732 Ver 49_PermitModification_20190703

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#*
20050732
Version* 49
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Paul Wojoski:EADS\pavtojoski
Select Reviewing Office:*
Submittal Type:*
401 Application
Central Office - [phone]
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
*
owed? r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
r Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Perry Isner
Who is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20050732 46
20170001 (no dashes)
Project Name: Firmage Tract (Briar Chapel)
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Chatham
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
19061 2_BC_F i rmage_Pe rmitMod ificatio n. pdf 6.03MB
Only pdf or IOTz files are accepted.
Describe the attachments:

Permit modification.
V By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
• I intend to electronically sign and submit the online form."
Signature:
Per'r'l IS14er'
Submittal Date: Is filled inautorretically.

Ifs&W
WETLANDS
1.4ATERS
June 12, 2019
Mrs. Jean Gibby
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
RE: Corps AID# 200121252; DWR# 2005-0732
Letter of Permit Modification
NNP Briar Chapel, LLC
Attn: Bill Mumford
1312 Briar Chapel Parkway
Chapel Hill, NC 27516, Chatham County
Mrs. Gibby,
This correspondence is to request a minor modification of a previously issued permit verification for the
project referenced above and per our recent discussions with yourself and Mr. Andy Williams.
This modification is a result of the impending design and development of the 'Firmage Tract', which was
included in the revised project limits at the time of the permit renewal that was requested in 2016. As
this parcel was not included in the originally contemplated Briar Chapel project limits, a delineation of
Waters of the US had not been previously been done. Wetlands & Waters, Inc. delineated the subject
parcel and requested a Jurisdictional Determination in spring of 2018, for which a site visit was
conducted by your office on 05/10/18. The revised Approximate Depiction of Waters and Wetlands for
this parcel is included with this request.
At the time of the permit renewal in 2016 specific plans for the development of the Firmage Tract had
not yet been contemplated, thus impacts to regulated features were not known. Development of this
parcel will utilize the low density, conservation subdivision process in order to minimize disturbance and
impacts to greatest extent practicable while still meeting the economic pro forma of NNP Briar Chapel.
Proposed permanent impacts include a small, linear wetland feature (191 square feet), as well as
temporary impacts to an intermittent tributary (29 linear feet). The permanent wetland impacts are
necessary for construction of the primary roadway through the property, with the temporary stream
impacts necessary for riprap outlet protection of a culvert. Previous iterations of the concept plan did
not include the temporary stream impacts; however it was determined that in order to meet DOT
specifications regarding outlet protection the riprap dissipator was required. This riprap will be keyed
into the stream bed such that it is consistent with the current elevation in order to facilitate aquatic life
passage and preserve aquatic function. These new proposed impacts are labeled 'Impact AA' and
'Impact BB', respectively, on the attached Revised Briar Chapel Overall Site Plan. All other impacts to
jurisdictional features have been avoided.
In order to offset losses associated with the planned development of the Firmage Tract the applicant
proposes to eliminate 'Impact X', which was previously authorized as part of the 2016 Permit renewal
process. This impact totaled 240 square feet, meaning approval of this modification would result in
overall impacts to regulated wetlands being reduced by approximately 50 square feet. These features
CHRISTOPHER HUYSMAN
1 70 DEW DROP ROAD
SPAPTA, NC 2B675
336.406.0906
[e-mail]
WETLAND'S &c WATER'S, INC.
TAMP BANDY
41 DB LB PPOPST DRIVE
CONOVEP, NC 2B61 3
B2B.302.3437
[e-mail]

are assessed to be of similar quality as both are small, headwater wetlands associated with similar
landscape positions. Further, in order to offset the temporary stream impacts the applicant will
eliminate permanent impacts to 29 linear feet of 'Impact V, which was also previously authorized under
the 2016 Permit renewal.
Please don't hesitate to call if you have any questions about the provided information.
Best regards,
Perry Isner
704.773.4239
Attachments: Approximate Depiction of Waters and Wetlands
Revised Firmage Subdivision Conceptual Site Plan
Revised Briar Chapel Overall Site Plan
NC Natural Heritage Program Report
CC: Andy Williams, USACE
Karen Higgins, NC DWR
CHRISTOPHER HUYSMAN WETLANDS & WATERS, INC. TAMP BANDY
1 70 DEW DROP ROAD 41 CG LB PROPST DRIVE
SPARTA, NO 25675 CONOVER, NO 2561 3
336.406.0906 525.302.3437
CHRIS. H UYSMAN@�GMAIL. COM JTAMPBAN DY(2)�GMAIL. COM

Stream Form 2 r
0te tial etla ds , - 13.25'
Wat rs of the US
WL A100 & B 00 �-
Potent al Non-w tiand
Wa ers oath US Stream Form Potential Wetla ds'
'
tar y 26 /aters of the S
1
Stream Form 3
I
W tlan
ntial W tiands� e U
aters of the US 1 0'LJ
l-WL &2 s ured
.,,,,,- - - . , ' ' I , Ils J 'J( 11)))1 I D 11*Wetland Sket h provided for Ilustrative purposes orpreliminary planninge only. Nintended to b relied upon for exact location, dime Bionsor orientation. AIindings a
assessments made by wetland consultants regarding limits of jurisdiction or permitting N
requirements are subject to verification by the US Army Corps of Engineers and other appropriate � 200 ft
state and local authorities.
vroject Name: Firmage Tract
WETLANDS Owner/Developer: NNP Briar Chapel, LLC
�
City /County: , �& WATERS Chapel Hill, Chatham
Tax PIN(s): AKPAR: 2832
Figure 1: Approximate Depiction Coordinates: Scale: Date: 02/22/18
of Waters and Wetlands Lat: 35.81881 Long: -79.12277 graphic Revised date: 05/14/18

BRIAR CHAPEL 100'
PERIMETER BUFFER
(TYP.)
BRIAR CHAPEL —
PHASE 15S
20.0' ACCESS & UTILITY EASEMENT
EASEMENT (TYP.)
TRANSITION FROM 27' B—B
TO 20' E—E
N/F
THOMAS CHARLES SLEDD III ETUX
ANN BORDEN MCI VER
DB: 1197 PC. 0758
AKPAR: 66186
±8.17 AC
NIF
LEGEND:
— — — R/W LINE
EXISTING R/W LINE
— — — — — — — — — — ACCESS EASEMENT LINE
PUBLIC UTILITY EASEMENT LINE
— — — — — — — — — — PRIVATE UTILITY EASEMENT LINE
PERMANENT DRAINAGE EASEMENT
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N
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SITE GENERAL NOTES:
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF
ANY DISCREPANCIES EXIST PRIOR TO CONSTRUCTION. NO ADDITIONAL
COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THE PLANS IF SUCH NOTIFICATION
HAS NOT BEEN GIVEN.
2. STREAM AND WETLAND LOCATIONS ARE BASED ON DELINEATIONS PROVIDED BY
WETLANDS AND WATERS CONSULTANTS — CONTACT PERRY ISNER AT
704-773-4239.
3. ALL PROPOSED ROADWAY DIMENSIONS AS SHOWN ARE MEASURED EDGE OF
PAVEMENT TO EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE.
4. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOT
STREET OR HIGHWAY RIGHT—OF—WAY, CONTACT NCDOT DISTRICT OFFICE AND OBTAIN
ALL PERMITS AND ENCROACHMENTS. KEEP COPIES ON CONSTRUCTION SITE. ALSO
CONTACT NCDOT DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB
AND GUTTER AT 336-629-1423.
5. REFER TO PLAN AND PROFILE SHEETS FOR DETAILED STORM DRAINAGE INFORMATION
WITHIN PUBLIC ROADS.
6. PERMANENT DRAINAGE EASEMENT TO BE MAINTAINED BY NCDOT. PRIVATE EASEMENT
TO BE MAINTAINED BY HOA OR AGENT THEREOF.
7. UPON ADDITION OF A ROAD TO THE STATE SYSTEM, NCDOT WOULD NOT OWN OR
MAINTAIN CLUSTER MAILBOX UNITS (CBU'S) OR OTHER APPURTENANCES ASSOCIATED
WITH THESE UNITS SUCH AS CONCRETE PADS. THE CBU'S AND APPURTENANCES
SHALL BE CONSIDERED AN ENCROACHMENT AND ADMINISTERED IN ACCORDANCE WITH
THE CURRENT EDITION OF THE POLICIES AND POCEDURES FOR ACCOMMODATING
UTILITIES ON HIGHWAY RIGHTS OF WAY. IN ADDITION, NCDOT WOULD NOT BE
RESPONSIBLE FOR CLEARING SNOW, ICE, LIMBS, TRASH ACCUMULATION, SPECIALIZED
VEGETATION MANAGEMENT, ETC. FROM ASSOCIATED PARKING AREAS (IF APPLICABLE)
AND THE IMMEDIATE AREA AROUND THE CBU. THESE MAINTENANCE ACTIVITIES MUST
BE PROVIDED BY MAILBOX USERS OF HOMEOWNER'S ASSOCIATION AS A CONDITION
OF THE ENCROACHMENT AGREEMENT.
CHATHAM COUNTY REQUIRED SITE NOTES
1. PROPERTY OWNER/DEVELOPER:
NNP BRIAR CHAPEL, LLC
1342 BRIAR CHAPEL PARKWAY
CHAPEL HILL, NC 27516
PHONE: [phone]
2. SITE AKPAR #: 2832
3. TOTAL ENTITLED LOTS: 15
4. CONSERVATION ACREAGE TOTALS:
—TOTAL PARCEL ACREAGE 19.66 ACRES
—TOTAL NATURAL SPACE 361,286 SF 8.294 AC
—TOTAL CONSERVATION AREA 361,286 SF 8.294 AC
ADDITIONAL CONSIDERATIONS
—WITHIN RIPARIAN BUFFERS AND FLOODPLAIN 102,762 SF
—CONTIGUOUS NATURAL SPACE 180,694 SF
5. BUILT UPON AREA CALCULATIONS
—ROADWAYS: 40,957 SF 0.94 AC
—LOT 105.000 SF 2.41 AC
TOTALS 145,782 SF 3.35 AC
IMPERVIOUS % FOR DEVELOPMENT: 17.03%
SEAL
1 1 INITIAL SUBMITTAL 2019.04.03
REV.NO. DESCRIPTIONS DATE
REVISIONS
2.359 AC
4.148 AC
SEAL
CARO
pFESS/O,y..
EAL
036348
4/3/2019
ENGINEER.. Q?.`•
Im11
ALIGNMENT LINE DA TA
LINE #
LENGTH
BEARING
Ll
209.86'
N20'50'20 "E
L2
35.22'
N21 °58'28"W
L3
233. 18'
N26 21 '43"E
L4
312.04'
N1'30'2_9 "E
L5
23.63'
N67 °17'42 "E
L6
28.43'
N5°40'09"E
0.81 AC
�0\ '
' 10.0' LANDSCAPE -\
' EASEMENT (TYP.) /
BRIAR CHAPEL
PROPERTY BOUNDARY /
I
N/F
DA WSON JAMES KENNETH, JR. &
ETUX STACEY LEANNE DAWSON
DB. 1867 PC. 0782
AKPAR. 65021
±4.76 AC
ALIGNMENT CURVE DATA
CURVE #
ARCH LENGTH
RADIUS
CHORD BEARING
CHORD LENGTH
DELTA
C7
215.72'
49730'
N13°56'06"E
214.03'
24°59'74"
C2
210.91 '
250.00'
N2 °11 '37"E
204. 71'
48'20'7 1 "
C5
786.81'
250.00'
NO°34'04"W
182.49'
42°48'48"
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
BRIAR
CHAPEL
by
Newland COMMUNITIES
BRIAR CHAPEL
FIRMAGE SUBDIVISION
CHATHAM COUNTY, NORTH CAROLINA
OVERALL SITE PLAN
RIGHT—OF— WAY DEDI CA TION
14,748 SF
0.34 AC
CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY
S. DAMAGE NORTH
60' 0 60' 120'
SCALE: 1"=60' (Horiz.)
DATE:
APRIL 3, 2019
MCE PROD. #
02735-0238
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PROD. MGR.
CHS
(C 1 . O
N/A
SCALE
M&C FILE NUMBER
ci.o
HORIZONTAL'
DRAWING NUMBER
AS NOTED
VERTICAL:
(C 1 . O
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

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DB: 527 PG: 0473
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f5.25 AC
SEAL
1 INITIAL SUBMITTAL 2019.04.03
REV. NO. DESCRIPTIONS DATE
REVISIONS
SEAL
CARO
pEESS/O,y 'y'•'
�Gr,2ALC
036348
�. 4/3/2019
ENGINEER.. Q�.`•
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
�(�v55 AC / � / /
0y_AC
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BRIAR
CHAPEL
by
Newland COMMUNITIES
11012 WL
°°o°o°o°o°o°o°o° TEMPORARY CONSTRUCTION
o°°°o°o°°°o°°°o° ENTRANCE
0 0000 0 0000 0 0
RIPRAP OUTLET PROTECTION
EX. WETLANDS
CHATHAM COUNTY RIPARIAN BUFFER
SF/TPF EX. COMBINATION SILT/TREE
PROTECTION FENCE
EX. TEMPORARY DIVERSION DITCH
-535 EX. CONTOUR
w EX. LIMITS OF DISTURBANCE
SF/TPF COMBINATION SILT/TREE PROTECTION
FENCE
PERMANENT SWALE
LIMITS OF DISTURBANCE
535 PROPOSED CONTOUR
SEDIMENT BASIN BAFFLE
ARC PIPE INLET PROTECTION
CHECK DAM
EXISTING CHECK DAM
2 DRAINAGE AREA
DRAINAGE AREA DELINEATION
0 SILT FENCE OUTLET
' CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY
\ DAMAGE /
NORTH
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
10. CONTRACTOR SHALL ENSURE THAT ALL SEDIMENT LADEN RUNOFF IS DIRECTED TO APPROVED
MEASURES AND AREAS OF NON-ACTIVE CUT AND FILL SHOULD BE STABILIZED AS THE SITE IS
REACHES FINAL GRADES.
11. ANY AREAS WITH FINAL GRADES OF 3:1 OR GREATER AND OVER 10' IN HEIGHT SHALL BE
TREATED WITH MATTING INSTALLED PER DETAIL ON SHEET D1.3.
12. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE TEMPORARY AND
PERMANENT SEEDING SCHEDULES LOCATED ON SHEET D1.2 AND NOTE #5 OF THIS SEQUENCE.
13. UPON REMOVAL OF ANY TEMPORARY DEVICE, CONTRACTOR SHALL IMMEDIATELY STABLIZE ANY
RESULTING BARE AREAS.
14. ONCE GROUNDCOVER HAS BEEN ESTABLISHED AND OTHER CONSTRUCTION IS COMPLETE,
CONTACT CHATHAM COUNTY SOIL EROSION AND SEDIMENTATION AND ENGINEER FOR SITE
INSPECTION BEFORE REMOVING ANY TEMPORARY EROSION CONTROL MEASURES, SPECIFICALLY
TEMPORARY SKIMMER SEDIMENT BASINS #3 AND #4.
BRIAR CHAPEL
FIRMAGE SUBDIVISION
CHATHAM COUNTY, NORTH CAROLINA
STAGE 2 GRADING, DRAINAGE
AND EROSION CONTROL PLAN
DATE:
STAGE 2 CONSTRUCTION SEQUENCE:
MCE PROS. #
1.
THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A
BSS
DESIGNED
GENERAL GUIDE FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE
U
GCA
ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT.
CHS
2.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CHATHAM
COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE.
w
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3.
ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS.
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
4.
IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE,
DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE
w
ADDITIONAL CORRECTIVE ACTION. CONTACT CHATHAM COUNTY ENVIRONMENTAL QUALITY
DEPARTMENT, OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEASURES
IJJ
NEEDED.
5.
CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE NUMBER OF
CALENDAR DAYS AFTER COMPLETION OF GRADING PER THE SCHEDULE BELOW:
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GRADUAL SLOPES: (14) CALENDAR DAYS
MODERATE SLOPES: (10) CALENDAR DAYS
J
STEEP SLOPES: (7) CALENDAR DAYS
SLOPES ARE AS DEFINED IN THE CHATHAM COUNTY SOIL EROSION AND SEDIMENTATION CONTROL
U
ORDINANCE.
6.
CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON SITE AT ALL TIMES.
C
7.
TEMPORARY CONSTRUCTION ENTRANCES, TEMPORARY DIVERSION DITCHES, SILT FENCING, TREE
G
PROTECTION FENCING AND TEMPORARY SKIMMER BASINS WERE INSTALLED AS PART OF THE
STAGE 1 EROSION CONTROL PLANS. CONTRACTOR SHALL INSPECT THESE DEVICES TO ENSURE
COMPLIANCE PRIOR TO FINAL GRADING OPERATIONS.
8.
BEGIN FINAL GRADING OPERATIONS FOR FIRMAGE SUBDIVISION.
9.
DURING THE TRANSITION FROM STAGE 1 EROSION CONTROL WORK TO STAGE 2 GRADING, AND AS
SITE BEGINS TO REACH FINAL GRADES, EROSION CONTROL DEVICES INSTALLED IN STAGE 1 (SUCH
AS TDD'S) SHALL BE REVIEWED AND REMOVED IF THEY ARE IN CONFLICT WITH STAGE 2 WORK
SO LONG AS THE AREAS CAN BE IMMEDIATELY STABILIZED OR ADDITIONAL MEASURES INSTALLED
TO PREVENT SEDIMENT LADEN RUNOFF. REMOVAL OF BASINS SHOULD ONLY BE COMPLETED WITH
APPROVAL FROM CHATHAM COUNTY.
10. CONTRACTOR SHALL ENSURE THAT ALL SEDIMENT LADEN RUNOFF IS DIRECTED TO APPROVED
MEASURES AND AREAS OF NON-ACTIVE CUT AND FILL SHOULD BE STABILIZED AS THE SITE IS
REACHES FINAL GRADES.
11. ANY AREAS WITH FINAL GRADES OF 3:1 OR GREATER AND OVER 10' IN HEIGHT SHALL BE
TREATED WITH MATTING INSTALLED PER DETAIL ON SHEET D1.3.
12. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE TEMPORARY AND
PERMANENT SEEDING SCHEDULES LOCATED ON SHEET D1.2 AND NOTE #5 OF THIS SEQUENCE.
13. UPON REMOVAL OF ANY TEMPORARY DEVICE, CONTRACTOR SHALL IMMEDIATELY STABLIZE ANY
RESULTING BARE AREAS.
14. ONCE GROUNDCOVER HAS BEEN ESTABLISHED AND OTHER CONSTRUCTION IS COMPLETE,
CONTACT CHATHAM COUNTY SOIL EROSION AND SEDIMENTATION AND ENGINEER FOR SITE
INSPECTION BEFORE REMOVING ANY TEMPORARY EROSION CONTROL MEASURES, SPECIFICALLY
TEMPORARY SKIMMER SEDIMENT BASINS #3 AND #4.
BRIAR CHAPEL
FIRMAGE SUBDIVISION
CHATHAM COUNTY, NORTH CAROLINA
STAGE 2 GRADING, DRAINAGE
AND EROSION CONTROL PLAN
DATE:
APRIL 3, 2019
MCE PROS. #
02735-0238
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
C3.4
N/A
SCALE
M&C FILE NUMBER
C1.0
HORIZONTAL:
DRAWING NUMBER
AS NOTED
VERTICAL:
C3.4
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

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AKPAR: 67612
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\I I I I \ \\ \\ \ \\\\ \ 04.1-0413 =1 = � \ 111 11—''J� I I I I I I I /\
\ \ \ \ \ \ /
J
\ VA \ \ \ I PERMANENT SWALE #4 / / / / \ \
I I I Voo \ LINED WISC250 /
LO \I \� \ �\ 3:1 1� �. /� �/ / 20' PERMANENT / — —/ // / / CHATHAM COUNTY /
\ \ \ I\ RIPRAP OUTLET PROTECTION
DRAINAGE EASEMENT DRAINAGE EASEMENT RIPARIAN BUFFER (TYP.) I I I /
\ \ 20' PRI VA TE I / / I ' / X480-
\ i / /SEE DETAIL SHEET 01.2 / /
V (TYP.) CLASS 1 RIRAP
EXTENTSNSTO
HOWN /
\ \ = I I I HW 100 / / / I �/ / / / / / / / PERMANENT SWALE #2 I I RIPRAP OUTLET PROTECTION
°� I I I INV. OUT 466.00 / / I / / / / LINED W/STRAW W/NET LINER SEE DETAIL SHEET D1.2
\ ` / VARIABLE WIDTH PUBLIC / / J I (TYP.) /
UTILITY EASEMENT
10' PUBLIC UTILITY
\ \ I \ \ �j• / / // / 46 2G1-107 — _ EASEMENT
SDMH-101
V A \ \ \ PERMANENT SWALE #3 \ V \ iS 2G1-102 / •/
\ V LINED WIP550 V /
HWI—
\
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\ \ A \ I \ 10' PRIVATE UTILITY
\ I I I \ EASEMENT
\\ \ \ \\ \ \\\ \ \\\ \\\ \\ \\ n \ \ \ \ �G1-103 \\\�I / �/ ///i/
S� \ V A \ \ \ / 2G10-6--
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\ \ \ \ V A \ \ 5\ \ \ \ I EX. WETLANDS _
\ V \ \ \ \ \ VA VA V A \ I I TO BE IMPACTED I I 47p� - ori _ �— _ 10' PRIVATE UTILITY _ — —
\ 2G1-105 EASEMENT
FV
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�\ DRAINAGEESEMENT AIIII GRAVELNLET PROTECTION
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vA gg \ \ I I
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\ \ \ \ \ VA \\ \ \ \VA V A \ \ \ \\ VA\ \ \ \ \ \\ \VA \ I I I I \ CLASS 1 RIRAP
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\\ \ \ \ \ \ \ I \ \
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\ \ \ \ \ V I I I IIII I II I I N/F
I I I I I I I I I I I I I I DA WSON JAMES KENNETH, JR. &
ETUX STACEY LEANNE DAWSON
I 1 I \ I I I I I I I I I I \III \ \ \ \ DB: 1867 PG: 0782
\ \ \ 1 \ I 1 \ I I I \\ \\ �- , AKPAR: 65021 / / / � / / / / � Ex. 15" RCP
_+4.76 A C / / / / / - CUL VERT \
SEAL 1
1 INITIAL SUBMITTAL 2019.04.03
REV.NO. DESCRIPTIONS DATE
IIII REVISIONS
SEAL 1
CARO
.pFESS/O,y..
��r,iALC
036348
4/3/2019
�'%9� ENGINEER.. Q?.`•
III�c�
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
BRIAR
CHAPEL
by
Newland COMMUNITIES
FES -10 \\�
INV. OUT 479.00
i
' CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1-800-632-4949
AVOID UTILITY
\ DAMAGE /
NORTH
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
LEGEND:
°°0°°°0°0°0°0°0° TEMPORARY CONSTRUCTION
o°o°o°o°o°o°o°o° ENTRANCE
\moo RIPRAP OUTLET PROTECTION
SF/TPF
535—
35
SF/TPF-
SF/TPF-
535
535
BRIAR CHAPEL
FIRMAGE SUBDIVISION
CHATHAM COUNTY, NORTH CAROLINA
STAGE 2 GRADING, DRAINAGE
AND EROSION CONTROL PLAN
EX. WETLANDS
CHATHAM COUNTY RIPARIAN BUFFER
EX. COMBINATION SILT/TREE
PROTECTION FENCE
EX. LIMITS OF DISTURBANCE
COMBINATION SILT/TREE PROTECTION
FENCE
LIMITS OF DISTURBANCE
PROPOSED CONTOUR
SEDIMENT BASIN BAFFLE
ARC PIPE INLET PROTECTION
CHECK DAM
EXISTING CHECK DAM
117:1111a101;el2 11111111_1:1201
DRAINAGE AREA DELINEATION
SILT FENCE OUTLET
DATE:
-1114
APRIL 3, 2019
VICE PROS. #
02735-0238
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
C3.5
N/A
SCALE
M&C FILE NUMBER
C3.3
HORIZONTAL:
DRAWING NUMBER
AS NOTED
VERTICAL:
C3.5
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

W WD"*A V D�
TLAN S
ATERS
:rI�cHAPEL'�
v
NewlandCOMMUNITIES
Additional Imnacts Summary
Total 377 I.f. / 414 s.f.
Impact Title
Crossing 1*
Crossing 2*
Crossing 3*
Crossing 4
Crossing 5
Crossing 6
Crossing 7*
Crossing 8*
Crossing 9*
Total
*Not constructed
Permit Modification
Additional Impacts Un -impacted Surplus Difference
Stream 3771.f. 2671.f. 1101.f.
Wetland 414 s.f 392 s.f. 22 s.f.
Briar Chapel has 267 linear feet of net stream impacts that were not utilized from the
previous submittal. Proposed additional stream impacts total 377 linear feet, leaving a
total difference of 110 linear feet for the permit modification. Similarly, the wetland impact
modification totals 22 square feet. These numbers are shown in the table above. With 411
feet of surplus mitigation from the previous submittal, no new mitigation is proposed.
\.-L;-: '
IIIII _
' Ill lllllj I `5�
Impact
p ---
I fl
I
' ,,rte ;/ '/ , 1 \•__ r ; 1 I m pact W
I
I
I
I
I
I
I
I
I
1)
71
It
7 L 7_1
-
\�`
.--
I
I �I
...... L:4
IV
OF -----------L_ _ „ - J t E ®6
SPRAY FIELDS
I Utility 4 f
1 FIRE & EMS 11
I 1
I 1
I
r '
r
I I
Impact
I
' II
I I I I
� I
ImDact H
Impact G�
Impact
Permitted
Impact (LF)
Permanent Stream Impacts Summary
Observed
Impact (LF)
Jn-impacte(
Surplus (LF)
A
Additional Impact
Impact
0
B
Needed
V
112 I.f.
W
224 s.f.
Y
135 I.f.
Z
130 I.f.
AA
190 s.f.
Total 377 I.f. / 414 s.f.
Impact Title
Crossing 1*
Crossing 2*
Crossing 3*
Crossing 4
Crossing 5
Crossing 6
Crossing 7*
Crossing 8*
Crossing 9*
Total
*Not constructed
Permit Modification
Additional Impacts Un -impacted Surplus Difference
Stream 3771.f. 2671.f. 1101.f.
Wetland 414 s.f 392 s.f. 22 s.f.
Briar Chapel has 267 linear feet of net stream impacts that were not utilized from the
previous submittal. Proposed additional stream impacts total 377 linear feet, leaving a
total difference of 110 linear feet for the permit modification. Similarly, the wetland impact
modification totals 22 square feet. These numbers are shown in the table above. With 411
feet of surplus mitigation from the previous submittal, no new mitigation is proposed.
\.-L;-: '
IIIII _
' Ill lllllj I `5�
Impact
p ---
I fl
I
' ,,rte ;/ '/ , 1 \•__ r ; 1 I m pact W
I
I
I
I
I
I
I
I
I
1)
71
It
7 L 7_1
-
\�`
.--
I
I �I
...... L:4
IV
OF -----------L_ _ „ - J t E ®6
SPRAY FIELDS
I Utility 4 f
1 FIRE & EMS 11
I 1
I 1
I
r '
r
I I
Impact
I
' II
I I I I
� I
ImDact H
Impact G�
Impact
Permitted
Impact (LF)
Permanent Stream Impacts Summary
Observed
Impact (LF)
Jn-impacte(
Surplus (LF)
A
4
4
0
B
166
166
0
C
0
0
0
D
181
181
0
E
129
84
45
F
213
213
0
G
296
296
0
H
257
257
0
1
83
83
0
L
123
0
123
M
310
310
0
N
0
0
0
O
148
148
0
S
58
58
0
T
36
36
0
U
233
134
99
itigation Ratio
Required Stream
Applied
Mitigation (LF)
1:1
4
2:1
332
N/A
0
2:1
362
2:1
258
2:1
426
1:1
296
1:1
257
1/2:1
42
1:1
123
2:1
620
N/A
0
1:1
148
1:1
58
1:1
36
2:1
466
Total 2237 1970 267 3428
Impact
F
fes:' Impact C
\n 1 Iii
/
I Utility 5 1,
Permanent Wetlands
Impacts
Summary
(temporary impact)
0.0000
20
Un -impacted
20
Permitted
Observed
0.3449
Impact
0.0000
0
Surplus
0
Impact (acres) Impact (acres)
20
- ii
Utility 6 °rr n
„--
24
(acres)
A
0.0372
0.0372
0
B
0.0018
0.0018
0
C
0
0
0
D
0.0282
0.0282
0
E
0.0065
0.0065
0
F
0
0
0
G 0.0095 0.0095 0
H 0 0 0
0.0003 0.0003 0
I
} / L 0 0 0
\\ I
M 0 0 0
/), # _...,'lam= __ ... : 'I, r `
/ // / ,i �1-',,.-!, a r"= � �%'� i �\ ----�--:rte - -- � -` I =1- � __- /• \\� \\ � a
lk
/ U l r 4? `• Y,� _ _`�_ Jam`- ,1 �--' �-, � I, I 1,--�\--__`_____ `.,a���_--- it » U
\I
li ',�'- '' ` 11 11 :�1.. •� - `ter' -' \\ �...�...----_y_
1
-- -- -- ✓,/ '1 _ " _ -_ _ �- � \\��irrl--I�--rn . 1 \\ 1\ >`` fir. _ \� �,� ___ �__ .:- �_�
, 1
-
Ir I,
"l I
/
I
I _J_I I _L_LJ_LL_LLJ�
Impact BB
1 � � _ \II � :: � �; �,_ ,moi •
m pact AA
1-- --- 04
It
m pact O
Temporary Utility Impacts Summary
Linear feet of Channel
(temporary impact)
20
20
21
41
50
43
20
24
0
239
Acreage of Wetlands
Linear feet of Surplus
(temporary impact)
(temporary impact)
0.0000
20
0.0000
20
N
0.3449
0.3449
0
0.0000
0
0.0000
0
0.1230
20
- ii
Utility 6 °rr n
„--
24
O
0
0
0
/), # _...,'lam= __ ... : 'I, r `
/ // / ,i �1-',,.-!, a r"= � �%'� i �\ ----�--:rte - -- � -` I =1- � __- /• \\� \\ � a
lk
/ U l r 4? `• Y,� _ _`�_ Jam`- ,1 �--' �-, � I, I 1,--�\--__`_____ `.,a���_--- it » U
\I
li ',�'- '' ` 11 11 :�1.. •� - `ter' -' \\ �...�...----_y_
1
-- -- -- ✓,/ '1 _ " _ -_ _ �- � \\��irrl--I�--rn . 1 \\ 1\ >`` fir. _ \� �,� ___ �__ .:- �_�
, 1
-
Ir I,
"l I
/
I
I _J_I I _L_LJ_LL_LLJ�
Impact BB
1 � � _ \II � :: � �; �,_ ,moi •
m pact AA
1-- --- 04
It
m pact O
Temporary Utility Impacts Summary
Linear feet of Channel
(temporary impact)
20
20
21
41
50
43
20
24
0
239
Acreage of Wetlands
Linear feet of Surplus
(temporary impact)
(temporary impact)
0.0000
20
0.0000
20
0.0000
21
0.0000
0
0.0000
0
0.0000
0
0.1230
20
0.0000
24
0.0140
0
0.1370
105
Impact S
ImDact T
I ImDact U I
S 0 0 0
I -I
'(
jl
=QJ%
�I U 0.009 0 0.009
II \n
I
Impact B
p
- .1
11
Total
0.4374
\ T
I
—1
1 •
,
\� II
m pact E
Impact
A
I-
I
-.
ImDact D
Ilmpact MI
0.009
it
Impact L
(not constructed)
� Impact Z �
Mitigation
Surplus (LF)
0
0
0
0
90
0
0
0
0
123
0
0
0
0
0
198
411
NORTH
SCALE: 1 " = 500'
0 500 1000 1500

■ ■■■ Roy Cooper. Governor
ME NC DEPARTMENT OF Susi Hamilton, Secretary
women NATURAL AND CULTURAL RESOURCES
0 son Walter Clark, director, Land and Water Stewardship
NCNHDE-7467
November 7, 2018
Meagan Jolly
Wetlands & Waters, Inc.
529 North Graham Street
Charlotte, NC 28202
RE. Firmage
Dear Meagan Jolly.
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence, the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httr)s://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod nev.butlerWncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPAR71MENT OF NATURAL AND CULTURAL RESOVRCES
Q 121 W. JON E5 STREET. RALEIGH. NC 77603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 77699
OFC 919.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Firmage
November 7, 2018
NCNHDE-7467
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific NameCommon Name Last Element Accuracy Federal State Global State
Group servation Occurrence Status Status Rank Rank
a V Date Rank
Natural 37051 Piedmont/Mountain --- 2014-10-09 C 2 -High --- --- G4G5 S4
Community Semipermanent
Impoundment (Open
Water Subtype)
Natural 37050 Piedmont/Mountain --- 2014-10-09 B 2 -High --- --- G4? S4
Community Semipermanent
Impoundment
(Piedmont Marsh
Subtype)
Natural Areas Documented Within a One -mile Radius of the Project Area
rite Name Representational Rating MColl4tive Rating
Bennett Mountain R5 (General) C5 (General)
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/content/hely). Data query generated on November 7, 2018; source: NCNHP, Q4 Oct 2018.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-7467: Firmage
F J
�g'L�9�Ln MocRe'nut Rd
4
riing° St
N
.W�E m
S
November 7, 2018
Project Boundary
Buffered Project Boundary
E3 NHP Natural Area (NHNA)
a4
10, aA -
pokeberry
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p
arm yar n
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Page 3 of 3
1:23,796
0 0.2 0.4 0.8 mi
0 0.325 0.65 1.3 km
Sources Esri, HERE, Garmin, Intermap, increment P Corp_, GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), s isstopo, ® OpenStreetMap contributors, and
the GIS User Community