20191406 Ver _More Info Received_20200128

Strickland, Bev
From: Scott Mitchell <[e-mail]>
Sent: Tuesday, January 28, 2020 6:33 PM
To: Turlington, Chad
Subject: RE: [External] RE: Purfoy Place Subdivision
Attachments: Purfoy Place SD -Response to DWR 012820.pdf, Purfoy Place Wetland and Stream
Impact Maps 012120.pdf, Tutor with streams and wetlands_052918 for USACE.pdf;
Overall Subdivision Plan 121019.pdf, C2.4 GRAD Plus EG Elevations.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Good evening Chad.
Our responses to your review comments for Purfoy Place Subdivision are attached, along with 5 attachments as
mentioned in the response letter. Please confirm receipt of this email with 5 attachments, and let me know of any
questions, or if you need any additional information before you can issue your permit for this project.
Also, please do not hesitate to call me to discuss any aspect of this project, if you believe that would be helpful.
Thanks in advance for your time.
Scott Mitchell, PE, LSS
President
Mitchell Environmental, PA
1501 Lakestone Village Lane
Suite 205
Fuquay-Varina, NC 27526
Scott Mitchel IEnvironmental. com
Mobile: [phone]
From: Scott Mitchell
Sent: Tuesday, January 28, 2020 3:03 PM
To: Turlington, Chad <[e-mail]>
Subject: RE: [External] RE: Purfoy Place Subdivision
Good afternoon Chad.
Working on responses and additional information right now. I'm planning to email everything to you tonight, as soon as
I wrap up.
Thanks,
Scott Mitchell, PE, LSS
President

Mitchell Environmental, PA
1501 Lakestone Village Lane
Suite 205
Fuquay-Varina, NC 27526
Scott MitchellEnvironmental.com
Mobile: [phone]
From: Turlington, Chad <[e-mail]>
Sent: Tuesday, January 28, 2020 3:01 PM
To: Scott Mitchell<[e-mail]>
Subject: RE: [External] RE: Purfoy Place Subdivision
Any further update?
Chad Turlington
Environmental Specialist
Division of Water Resources — Water Quality Regional Operations Section, Fayetteville Regional Office
North Carolina Department of Environmental Quality
910-433-3320 office
chad.turlingtona-ncdenr.gov
225 Green Street
Suite 714
Fayetteville, NC 28301
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Scott Mitchell <[e-mail]>
Sent: Friday, January 3, 2020 10:40 AM
To: Turlington, Chad <[e-mail]>
Subject: [External] RE: Purfoy Place Subdivision
External email. Do not click I' chments unless you verify. Send all suspicious email as an attachment to
[e-mail] 16
Good morning Chad.
We have been working with Emily Greer to address the Corps' review comments, including an on -site meeting with her
to evaluate the off -site portion of sanitary sewer (Emily confirmed no additional jurisdictional features there). Through
that same time period, we have been working with the civil engineer for this project to get drawings that address all of
your office's comments and the Corps' comments. We don't have everything we need from the civil engineer yet, and I
emailed him again yesterday as a reminder that we need his information for a complete resubmittal. I'm sure the
holiday break is influencing the delay, but I'm hoping we have everything we need from him by early next week, so we
can submit formal responses to you and Emily by the end of next week. If necessary, please accept this email as a
formal request for extension of our time to submit responses to your request for additional information.
Thanks in advance.

Scott Mitchell, PE, LSS
President
Mitchell Environmental, PA
1501 Lakestone Village Lane
Suite 205
Fuquay-Varina, NC 27526
Scott MitchellEnvironmental.com
Mobile: [phone]
From: Turlington, Chad <[e-mail]>
Sent: Friday, January 3, 2020 9:41 AM
To: Scott Mitchell<[e-mail]>
Subject: Purfoy Place Subdivision
Scott,
Any update on the status of the requested additional information for this project?
Chad Turlington
Environmental Specialist
Division of Water Resources — Water Quality Regional Operations Section, Fayetteville Regional Office
North Carolina Department of Environmental Quality
910-433-3320 office
chad.turlingtonamcdenr.gov
225 Green Street
Suite 714
Fayetteville, NC 28301
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Mitchell Environmental, P.A.
January 28, 2020
Mr. Chad Turlington
NCDEQ — Division of Water Resources
512 North Salisbury Street
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Purfoy Place Subdivision
Fuquay-Varina, Harnett County
DWR # 19-1406
Mr. Turlington:
This letter is in response to review comments we received regarding proposed Purfoy
Place Subdivision in Fuquay-Varina (Harnett County), and associated wetland and
stream impacts proposed for this activity. Responses to review comments are provided
below.
NCDEQ — Division of Water Resources Comments:
1. On the Overall Grading & Drainage Plan (C 2.0), please remove the
topographical layer, clearly label impact locations and clearly show all
streams and wetlands.
The PCN application for this project was submitted through the ePCN portal.
Impact maps drawn to scale on 11x17" drawings were uploaded through that
portal, but those maps apparently did not transmit. Please accept the attached
impact maps to address this review comment, as these clearly illustrate and label
all impact locations, as well as all streams and wetlands.
2. Please reduce the number of topo contours on sheets C2.1 and C2.3 so
that impacts can be seen more clearly.
Please accept the attached impact maps to address this review comment.
3. Please provide documentation as to why it is necessary to relocate the
stream, which would result in 249 linear feet of stream impacts. This office
believes that this impact could be eliminated or minimized to reduce
impacts to the stream.
The site layout that was provided to the USACE with the delineation request (see
attached) was created prior to detailed review by Harnett County staff. You will
notice on this layout that all proposed lots extend to the parent tract boundaries.
Though Harnett County's review process, a 15 foot perimeter buffer was required
around the entire parent tract boundary, as illustrated on the attached "Overall
Subdivision Plan", dated December 10, 2019. This resulted in a concurrent 15
foot reduction of available lot depth, which rendered lot 20 on the original site
layout submittal, non -buildable. To address this issue, the cul-de-sac bulb was
1501 Lakestone Village Lane, Suite 205
Fuquay-Varina, North Carolina 27526
919-669-0329

shifted southward to allow the creation of buildable lots north of this cul-de-sac.
This southward cul-de-sac bulb shift requires a fill slope that will impact a
significant portion of the intermittent stream south of the cul-de-sac. The only
way to avoid fill slope impacts at this location involves the installation of a 130
foot long, 10 foot tall, retaining wall north of the stream, which is impractical due
to concerns about long-term stability and maintenance, as well as safety. Since
avoidance of this stream impact is impractical, the stream has to be piped or
relocated. The engineer and owner have chosen to relocate the stream as
illustrated in order to avoid piping the stream, while also enabling the
development of proposed lot 28. Relocation of the stream will enable continued
stream functions to replace those lost for the impacted segment, while piping
would result in a complete loss of function. Since the relocated stream will
replace the functions lost from impacted stream segments, we ask that you not
classify this proposed impact as a permanent loss.
4. If the stream relocation impact cannot be eliminated, please provide a
detailed plan for how the stream will be relocated and design for the new
channel. Please show both existing and relocated channel. Please provide
a stream monitoring plan that monitors the relocated stream channel for a
minimum of three years to ensure that natural stream function and a stable
channel is achieved. The stream relocation would also be viewed as a
permanent impact.
Attached drawing C 2.4 illustrates the proposed stream relocation, including a
detailed grading plan, a longitudinal profile, and several cross -sections. This
plan also notes the relocated stream shall be lined with a fully biodegradable
erosion control blanket to protect bare soils until seeded and planted vegetation
can assume this roll of soil stabilization.
For stream monitoring, we propose the following data collection once per year for
three years after installation:
A. Three stream/channel cross-section locations will be permanently marked
using iron rods, iron pipes, or PVC pipes, driven into the ground. Cross-
section data will be collected at all of these locations, using a laser level.
B. Stream channel profile will be monitored using tape measures and a laser
level. A stream profile drawing will be created using this data, including a
minimum 50 feet upstream and downstream of the relocated stream.
C. Vegetation establishment will be photographically documented.
D. Stream channel stability will be photographically documented.
E. Stream channel function will be documented using the NC Stream ID
Form Version 4.11.
All collected data will be provided to you in an annual stream monitoring report,
including plotted cross -sections, stream profile, photographs with explanatory
captions, and completed Stream ID Forms, as supporting information.
5. Please provide the Division a copy of your response to November 7, 2019
email from the U.S. Army Corps of Engineers requesting additional
information. The response to this "Incomplete Notification/Request for
Additional Information" email could result in changes to impact amounts
and is therefore necessary for DWR to complete a review of your
application.
You were copied on our email response to the USACE earlier today. Please
confirm receipt of that email with six attachments.
2

Please note three modifications to the impact maps, including a correction of wetland
boundaries and impact area for Impact 1 (subdivision entrance), an increase of stream
impact length at Impact 3 (stream relocation at cul-de-sac), and the addition of a new
sanitary sewer crossing to serve lot 27, labeled as Impact 5. The wetland boundary at
Impact 1 was illustrated incorrectly on the initial PCN application. That issue has been
corrected on the attached revised impact maps. As a result, wetland impacts at Impact
1 have increased from 2,704 sf to 3,800 sf. At Impact 3, stream impact length increased
from 249 ft to 265 ft during the detailed stream relocation design. Impact 5 is an open
cut across the intermittent stream to install a new sanitary sewer service for lot 27. This
impact was originally planned as a bore under the stream, but steep slopes on both
sides of the stream were found to make boring under this stream impractical. The table
below lists the revised total proposed impacts for this subdivision.
Revised Wetlands Impacts Table:
Impact
Reason
Type of
Wetland
Wetland Type
Forested?
Area of Impact
Label
for Impact
Impact
Name
ac
1
Road
Permanent
Wetland F-G
Headwater Forest
Yes
0.0872 ac
Crossing
2
Road
Permanent
Wetland B
Headwater Forest
Yes
0.0788 ac
Crossing
Total Wetland
Impacts
0.1661 ac
Revised Stream Impacts Table:
Impact
Label
Reason for
Impact
Type of
Impact
Stream
Name
Stream
Type
Stream
Width ft
Length of Impact
If
3
Road Grading
Relocation
Stream B
Intermittent
2
265 If
4
Driveway
Crossing
Culvert
Stream B
Intermittent
2
83 If
5
Sanitary Sewer
Open Cut
Stream B
Intermittent
1 2
20 If
Total Stream Impacts 368 If
Thank you in advance for your time spent reviewing our responses to your review
comments. Do not hesitate to contact me if you have any questions, or if you need any
additional information to continue processing this application.
Sincerely,
Scott Mitchell, PE, LSS

/\
IIIIIIIIIIN11
ggV
\� l
Impact 5
(Stream
Disturbance
n
j >>
II �� L
I(I(/�11(�411�tj��/4��11
�1
)1\1 \7 5 111II \\� \ �IIIIIIIII
r\1"- \ T' \�\c11 Jill
II
S�1�S1(t ti�/r-lttr rr}1i)1`11 l�l���f`~� �11i
�� ran\ ,�-^ :\'l ,\\ � .='4' �� —��� 11\ � I•z J // ` / f /
\ w
T4
(() / /f �t $TROM
11lIlVSI/�\\1\\ � LST�.�R�A
01\\\;
�>�� /'^��L,�w `� 1\\�•,\\ `�\\ J�.�' 11{} If 1�( J //J'jv'�/-� � .mil//r /� /
J)(�l\{ 1` //�f irT\')1 /� ��/�✓ iJ i
IL�) ti ��\\\ V tt f l5 i\\\// \ l I ti
(t 1 / ( 1� > � ♦ \ )\ 1 V 1 1\ 1(})(C/t t /t\.\� � \\� \mil" � � ✓ Js'J /J.., f � f
�(��
jF II t 1 It�ISTVABANCfr
ti ^✓ ?` ` }a>j/ r9/ j 1 11~ I I I f� j r rc
18 a16 1 / / 1 14 13 12 11 0Og 6
1 Illhr ��� _ � �`�\' � �1 ' \�Q= �� \\�� \\�� I ILA �tK ',L 1 k 5 ' PU 1C R , W-Il
FT
v
\V\� �36 3 3 40 41
f tI Sy \ s r j // / / rt
llilll\ l\i�l t i\ e� \` /�/ if, ^� 1 r i`�:'::•fi.j;3 r/� Sr/�1(l y 41 'i 1 t \ \ \ \ J i s r a / r s �/ / I r 11 1
= - :�7/ / I 1 l L - - w • � . \ \ � - �✓ / r r r 1 l ) II
MPACt
(((� f/ (f� % ✓✓ ti y -; ti� / / r //! /1/ J Il\ - r V
���\��. � 1 L\\\ t )1 1 r ✓ ,. � �.�''. -�� �-r ^.,�; 1//r�s/ J/ I i r r 1 � \' '- _ �� � \� �\ � = � l i i ' /' r j/+ LAD /r�\ \SJ/r ty \\ \t\ � � I1 If
t\ J" Ir 1
'// f ACE( \ 1 -� \ % r 1 )
iikAIdL 1, \, \ t r / �ISTCIR ¢E
RJELOCAA 9��
I /// / l �lll /r�'r���r✓ �i /�/ $j { " r /j '/� ice✓ ✓ 11 3 / ✓ \ \ \ \ _ - ( / \\ 11 }
i/ ///// //�(// // l �ii�//ram �� fsrr' ` ``�.ti � � F �`~.. ��-� � ✓� / r i / i ✓/ \tom ti\S l\ ti - � � ._ - ' _ �. - �,.�- �_!/� r ( J � 1^� I I/�V t 1 3 ,.
/ l l\ ` ( /� ��j � � ter-- �-: r.�=�� �-^ �� r l ,.f � /� � � �� �"-�c) \ � —� - � -' •\ - � l f / � "- 1j/ { t c ti/ 1 � t � a � I ��
—_ - _ �_ L�
\KS)1()I (rJrrJ
\� r i- t ��^r-�r% // ✓ 1 / r // ! \~- � ✓ / , 1 /� (V
` y<! `1 ( / _ _ 1 -_ _ 1 2 1 ) / f 1\ 1 / 5 L - _ _ ^ - r ) l j,i f/✓ii - 1 I
7�/ l/
-_----
I 1(
10.��\\)ylfll i I1) 1f(/ /�/SI/c,-;��• `1 �` ��\\`\ L? �ti ll)(/)/11"y�\1'—���\`�~--_`-'.,___-=-\� `t„/ /1f/ ) I lI•t�`j�
•��11 � 1 J J( II ill 11 J 1 , - . �- \\``� � �' � ,,, - "- � � \ �\ y J J / / f 1 { 11 ` r ,_`�\\ \ � ,, ✓ r � - .� \ \ \ / I / � I I L � ! l J
%�'/ (/ (�i %!r i y tl�l { � �- � \ � � M✓ \ \ \ { 1 s l \ \ti\ l — \ � � �. — � � w ti — / / I I
rr»1/ lr1 l
r/r
f///11J1/ I t \\\ \�\ ti�\� it\\\ \ \ 'ti _ f%i i \\\ t \ \ ) ( r g S ) (1�(/ 1° l56 '' /i �l�lll��\ / } N / \ / f %a I \ - -r 1 l t ^J� . • J
��� `` \ \ _ i \ \ \\ 1 \ / 1 J !' I ti \� Ill / �✓ f✓✓ / / )/ / / / / \ 1 I \ ,v.
II 1\\� \�����\ \\ �\w`\`\ �- \\\\ \\ -✓ /Jr/ ( ! /ram _ %/ ) I / / /l / / r 1
\�\/...s,_ ����a�;\�\�\\��,,,1\�_� ✓ _\.\�\\\V\�'�/r//l.!(J,ft> c�,�//i�f.i,! /i,.���✓. .d� i',1.1/i / �l/.,,-a=-�—��1\S � � ✓� ,
GRAPHIC SCALE
0 300 600
m
°a 1 inch = 300 ft.
Z
Q
U
o
�
Z
O_ N N M n
N C m h
W o
o N
N
U
� "Z
z
N J
i,3
ai' Eo Q
a
N -
�ZO�
Z
U
Q
0
0
a�'
N

I
I
I
I
1
I
I
I
LEGEND
® Permanent Wetland Impact: 3799.83 SQ. FT.
W
ac
GRAPHIC SCALE
0 40 80
1 inch =40 ft.
/
/
I
1
/
\
/
/
l
PU
\
\
LIMITS OF
DISTURBANCE
I
I
I
I
I
I
I
I
I
I
I
I
I
I
/ m
I
\�
® p
4 U
9
Z
O_ N N M n
n C O O
> :N > N
W •
o
o N
9
Z
O_ N N M n
n C O O
> :N > N
W •
o
o N
n
H
N
U
PS y2
z
U p� •C
E
OLz
m
N
Q Z
W U
p
� z
Q
a
o
Z
W (=n
O
�
N
�
o
�
�
O
�
�Oti•
V
Ah�

W A
tti - ✓LL
a "�
p O
� SF/Tp �, •V `F v
I
I F
I 3S0 z
I C O O
uj
AMBERT E SVPUBLX- Rft - — — —
LEGEND 8
pllW
V
® Permanent Wetland Impact: 3433.54 SQ. FT. w-SAN ph °' z
Oda N CZW-.1 d
SAN
o SAN oz$`` o =
S SAN Z
W CS G
a
z
i
350 a `�
5 O)
44 C14 N
�S �S is V
is W
al 4 Q � CTT ko
CNI
W �
LIMITS OF
DISTURBANCE 1
N �o�
Z � �
�h:llz�
M ko
GRAPHIC SCALE
0 40 80
1 inch =40 ft. 4 I

PREFORMED J - _ -� /�)
- - - - - , - - - l �FJ�Y'
SF/TP-
_ -
U i
SCOUR HOLE -- _
2
�—
-3F/TP �Sb/1P i
5� •
- - - -
95
0
z
—310' — — — —
/jS- —
----�_ ------_---
-al�an
INTERMUTENT- - - - - -
�LINE_S-TREAM W9H NeRTl�
_ - - - - -
- ' - - - - - - _
- - - - - 9TRE41VI (NO BUFFER)
AMER�_CAWGREEN1C12513NBiONEi-----__---
_ --
_�' �' --
� -
----------------
€ROSfOI�CONI.R9L�LfCNRE�----
STREAM'
�
_
��'�
_ -
- - - - - - -
--_-------------
-RECOCAT�QN-'�
i -' --
- - - - - - - - - -
GRAPHIC SCALE
— —
---
—' — — — — —315- —
— — —
0 40 80 _
_ — _ � �
� � LW ITS OF
-- — — —
_
--_—_-- ��
DISTUR3BANCE--—�—�--
—� ��—� --,
1 inch =40ft.
W
\�
9
z E
Z N N M
O_ - N
N C O O
N
W N N O
o_ N
� N
U
m
PS y 2
Z
U p� •C
O
m
N
Z
W U
p
Z
U
Z O
a
W'
0
}
Z
w N
N
�
O
O
�
W
v�
�N�
V
Ah�
�co]�

L /
\8� 2— — — —— — -----
\ � \ \ \ \ \�� \ \� \\\ \\\ \ \\CIMITSOF \\ \ \ \ ~ — — — — 26 _ —
\ �'3' \ \ \3',�' \ �F� \ \ \ \ \ \ L�ISTI IR8pNC—
�\ — — — — — — — _ — — — I
za-
W
U
1 I
11 I II II I ��
1
P` \ — — — — —— \ \ \ \ \ \ \ t \
F/ P \
20' TEMPORARY STREAM I \ \
IMPACT FOR OPEN CUT — \ �`------------
CONSTRUCTION OF 4"\'s
SANITARY SEWER SERVICE I — \ \
I _ _ — — -•\ \ \ \ \`-----------
1 P:rrP:nin
: STREAM IMPACT - PERMANENT
■ ■ ■ ■ : STREAM IMPACT - TEMPORARY
283 \ \ \ \ \ \ \ \ ? \ \ \ \ \ \ \ \ \ \ \
— — / — — ` ` — — — — — — — — ylT \ \\ \ \ \ \ \ S \ \ \ \ \
-- — — — — ——
— — — -LOT- 2� DRIVEWAY
/ —CROSSIN(a-STREArof
\-N�4E -E — \ \� s \ \ 290 \
\STRE,Qm tJFFER)—
PRE_FORAAEb
SCQURHL21
GRAPHIC SCALE
0 40 80 \ — l Tt
1 inch =40 ft. / / / / I
I
5
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
zz
r
E
z
N
N
M
y
O_75
n
o N
NZ
Z
m\ y c
O
p ya �
N
w 4i
N w U
o
-
d
= a

0
4
o ti
4
44
Q N
I I I I
a I I I I
Wetland F/G:
13,351 sf
Wetland A: O 0 z
1,638 sf� © 05 ® L
2
�. 1 0' 94 95 95 N Q N r] fn
n� 106.'a tl1 y y 43
4o m 4,
14 1 3 ns' 1 36 37 38 N 95. 95 ` O
E P H: 128 L F 17 16 15 O 115 33 34 w 35 05' 05' p
O 115• 115' 31 -
in N 115, 116' 112' 106 •: Z fn "
,s 29 30
115 Jai - N
115 O m 28 115 I N
15
23 115 124' 125 � y Z
E 24 115 115 T �,
0 21 m � �O 25 115 11 s' Its t1s
0 \
S 22 115• 115 1 1 115 a 115 1 5 15 O © O o 125'
' 2g 115 115 115 � o ➢ N �
121'
115. 115 1 a l O 116 116' �116' / / I j O 00 W (n
11 1� 116• 116' " _ C Oe lZ O H Y
80
P 1 8 1 6 1 5 14 ' 13� n s' 115' 115 .. 17 O H o
U >
�
SITE
NDARY w o
3
f �CV N
INT: 1 ,459 LF Wetland B: C��I C9
7,340 sf �
o � N �
Wetlands Delineated: Clq
ti
Determined to be off property
h ti
W � �
N Wk�
O
N -1C1-4 �
h
Z
ko Q
�Cw
GRAPHIC SCALE
0 300 600 }�
1 inch = 300 ft.

SITE PLAN NOTES:
O
Q SELP MFNr�
YARD
�P�p
��UL
r20'�REAR
ETBACK
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
2. WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN, NO OBSTRUCTION BETWEEN 2' AND 8' IN HEIGHT
w LICENSE z
C-2743
ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR IN PART. OBSTRUCTIONS
_ R/W
R/W
INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE.
oRr
50' RIGHT OF WAY
3. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL REQUIRED
.p 'NY cAR°� C)
N
F/GH
10' STREET TREE
29' ROADWAY
10' STREET TREE
IMPROVEMENTS UNTIL SUCH TIME AS A UNIT OF GOVERNMENT, PUBLIC UTILITY, OR OTHER LEGAL
ENTITY ASSUMES RESPONSIBILITY.
,
MAINTENANCE
I I EASEMENT I
I
1
MAINTENANCE
I EASEMENT
5' 5'
I
4. IT IS THE DEVELOPERS RESPONSIBILITY TO COMPLETE THE INSTALLATION OF SIDEWALK, STREET
\\\\\11 I I III ///
>\ H CAR
o��
10' SIDE YARD
SETBACK
BUILDING 10.5' ROADSIDE 2.5'
ENVELOPE 10' SIDE YARD
SETBACK
12' 12'
I
2.5' (TYP.) (TYP.) 0.5'
UTILITY STRIP SIDEWALK (TYP.)
TREES, CURB & GUTTER, AND ANY AND ALL OTHER REQUIRED IMPROVEMENTS. IF THE
INSTALLATION OF THESE IMPROVEMENTS AND LISTED AMENITIES IS NOT COMPLETE BY THE TIME
THAT THE COUNTY HAS ISSUED BUILDING PERMITS FOR 75% OF THE LOTS SHOWN ON THE
�>\ ��'
Q ,• ESS/ �ji
4 SEAL r
0.02 0.02
�— —�
0_02
RECORDED PLAT WITHIN THE SUBDIVISION, THE COUNTY SHALL NOT ISSUE AN MORE BUILDING
PERMITS UNTIL THE IMPROVEMENTS HAVE BEEN COMPLETED.
_e
�0 \
—
MINIMUM ALTERNATIVE
10 STREET TREE
MAINTENANCE PAVEMENT DESIGN' PAVEMENT DESIGN'
I
SEE DETAIL 03000.02 FOR
5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY EXISTING DISCREPANCIES
GINE�.
i� FR B.
1 fII I I I I "1�\\
— 2" S9.5A/S9.5 B 1.5" S9.5A/S9.5 B
EASEMENT
CURB & GUTTER, (TYP.)
PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.
9" STBC 8" ABC
DECEMBER 10, 2019
5' MONOLITHIC
(TYPE A OR C) (TYPE B)
COMPACTED SUBGRADE - 98% STD
6. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY
[CONCRETE SIDEWALK 'BASED ON SUBGRADE 'WHEN STBC (SOIL
—
PROCTOR OR AS RECOMMENDED
BY THE GEOTECHNICAL ENGINEER.
"NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.
1
— SOIL TYPE A-4 / A-2-4 TYPE BASE COURSE)
IS NOT AVAILABLE
7. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR
�•/
MAXIMUM DRY DENSITY OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
STANDARD LOCAL/CU L—D E—SAC RESIDENTIAL STREET
8. PAVEMENT DESIGN WILL BE APPROVED BY THE NCDOT PRIOR TO PLACEMENT.
^ A -I 4 2,
~ z
35' FRONT YARD FUTILITY
SETBACK m EASEMENT, (TYP.) (50
00
PUBLIC R/W — 29 6—B)
9. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET
AT 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOINT FOR FINAL SURFACE LAYER.
o
z u
o a
(ONLY LOTS WITH
N SIDEWALK)
TYPICAL SECTION
NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS
CD 0
z7
r
v
TO BE REPAVED/RESURFACED.
¢sQ
N.T.S.
10. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
PRE -CONSTRUCTION CONFERENCE.
W
TYPICAL LOT SETBACK DETAIL
11. ALL STREET SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MUTCD INCLUDING MIXED
O a a cn
—
CASE LETTERING, PROPER LETTER HEIGHTS, AND RETRO REFLECTIVITY.
a/ i
1"-40' —
-- - --
a
w
i1i
--------- I
.01 ----------
60,o
/ BUFFER
30' WS-IV-P I, �' I , i
FOR (LID) i_
I
I� '
'�
I -kb
; I I
JONATHAN D. CARROLL BOBBY PRINCE I
;` I OAK CREEK SUBDIVISION I
I `,,-___, PC. C, SLIDE. 83D 1 ` -
JAMES C. GREGORY
x
�_-_
REBECCA S. CARROLL I I
LYNDA PRINCE I
_--__--
/ i `
/ �` -
SONIA B. GREGORY
ALEJANDRO ESCOBAR
KATHERINE /
COOPER-ESCOBAR
DB: 2840; PG: 803 DB: 678; PG: 431 I I
MB. 98; PG: 95 I
20'PROPOSED
1 .' �� I 15' PERIMETER ; I ; '
/
I '� ��' POND BUFFER ���� ; ;�
A
j I (OPEN SPACE) �'�; l��
-
/'J,
_ I
DB: 1831; PG 979
— — — - — — _ _ _j '
-
f--� o
Q
I� o z
t7..i o, o
>^
>
HARNETT COUNTY i
3157; PG.' 996 KENNETH CREEK I 17 16 15 �4 li
Qw
I UTILITY EASEMENT I `- `- I I
I (PERENNIAL STREAM) I
20 PROPOSED
STORM DRAINAGE
I
�'
/ / , l i f
// 10 �� �"1 p�,
' y ,�,
i ,
,� 5
,,
I
— ' I I
i T � — � I TI 15 STREETSCAPE
, -1 I r
'' I i i BUFFER
I
►--� O zDB:
O Z
x
i
EASEMENT
DELINEATED 75' PRIME VIEW
SETBACK I
(� w
w
I
J\\ 25 �24 I I 23� F_22 I �21 I--
F_�20)19
18 I 17 I
—
I
is �LWETLANDS
_ _ � DELINEATED
— — WETLANDS
—' f—
i �
O
w
16 15 14 13 12 11
I
����
10
9
I 0 0 4 �� 3 I I
—!�--J�—J��JL
-
L L I .. 2 1
--� - I O O '
\�\n
I \
J J - � •' J � I I
--- I
HARNETT COUNTY PROJECT #:
OPEN SPACE
KEVIN L YNCH
ANNIE F. LYNCH
DB: 1205; PG: 0161
2o'EXISTING SANITARY DELINEATED
INTERMITTENT 30 31 3
I F
33 34 35
-_I r
:.................. .
20:2
EASEMENT
PG44
LL——L I L_
36 3O7 38 39 40 41
I
LL27
42
4O3 44STREA
45MB:2017
AND 28SEWER
REVISEDOT
JAMES CTUTOR U
08 15 2019:——�
REVISED GRADING AT CUL-DE-SAC,
EXISTING 20'PROPOSED
8" SANITARY SEWER STORM DRAINAGE_ �' ' �' '•'•
OPEN SPACE _ �•' ::•:•::'
EASEMENT 20' PROPOSED
40'EXISTINGSANITARY STORM DRAINAGE
SEWER EASEMENT EASEMENT
•�' '
• •_• J ;)
JAMES C. TUTOR
50' PUBLIC RIGHT OF 15' PERIMETER
WAY DEDICATION BUFFER
29' B-B TYPICAL SECTION (OPEN SPACE)
— — DEBRA TUTOR tYzO�
MAIL KIOSK DB: 803; PG: 368 O
cp
I
VARIABLE WIDTH STORM I I �
TEMPORARY J d.
DRAINAGE EASEMENT I
STORM DRAINAGE, WATERLINE
10/15/2019:
REVISED MAIL KIOSK
1 1 /04/2019:
MB:2002 PG;803 100-YEAR DELINEATED
SLOPE EASEMENT
I
REVISED EROSION CONTROL -ADD
_
FLOODPLAIN WETLANDS
;;
I
DEBRA TUTOR
DB: 803; PG: 368
_ � � �
DETAIL
\�
12/10/2019:
�S
BARNS POND \ j I
ADD SILT FENCE AT WETLANDS
PER USACE
� I I
FRANKLIN B. COTTON
NANCY COTTON
IEXISTING
WO ODSLINE
I - �> 6" WATER LINE
WOODSLINE I
/
POND 1
I
I
• DATE: DECEMBER 10, 2019
ISSUED FOR: CONSTRUCTION
EASEMENT & MAINTENANCE NOTES:
SITE LEGEND
1. NCDOT WILL ALLOW SIDEWALKS BY ENCROACHMENT AND WILL NOT ACCEPT RESPONSIBILITY FOR
MAINTENANCE. OWNER OR HOA IS RESPONSIBLE FOR MAINTENANCE OF SIDEWALK. SIDEWALKS
SIGNAGE
CONSTRUCTION
SHALL MEET THE ALL APPLICABLE ADA REQUIREMENTS.
* LIGHT POLE/SITE LIGHTING
DRAWINGS
2. UTILITY EASEMENTS SHALL BE DEDICATED EXCLUSIVELY TO HARNETT COUNTY SPECIFICALLY FOR
rl., POWER POLE
THE CONSTRUCTION, OPERATION, AND MAINTENANCE OF WATER AND SEWER IMPROVEMENTS.
TRAFFIC DIRECTIONAL ARROW
3. NO PERMANENT STRUCTURES SHALL BE LOCATED WITHIN AN EASEMENT.
ACCESSIBLE RAMPS
4. THE MAINTENANCE OF DRAINAGE EASEMENTS IS THE RESPONSIBILITY OF THE DEVELOPER AN/OR
HOME OWNER'S ASSOCIATION.
— — PROPERTY LINE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
OVERALL
RIGHT-OF-WAY LINE
WITH HARNETT COUNTY, NCDEQ AND NCDOT
SUBDIVISION
5. LANDSCAPED BUFFERS, OPEN SPACE, ACCESS EASEMENTS, SIGN EASEMENTS AND COMMON
EASEMENT LINE
STANDARDS, SPECIFICATIONS, AND DETAILS.
'
FACILITIES WILL BE RETAINED, OPERATED, AND MAINTAINED BY THE DEVELOPER AND/OR THE
HOMEOWNER'S ASSOCIATION COVENANTS AND BY LAWS IN ACCORDANCE TO RELEVANT STATE
------- CENTERLINE
' PLAN
LAW.
xxx FENCE
6. THE DEVELOPER SHALL BE COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND INITIAL
M
0
MAINTENANCE OF ALL REQUIRED BUFFERS (INCLUDING STREETSCAPE, PERIMETER, PRIME VISTA,
CONCRETE SIDEWALK
Z
BERMS, ETC.) UNTIL OWNERSHIP CHANGES TO THE HOMEOWNERS' ASSOCIATION. THE DEVELOPER
•
IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED PLANTINGS IN GOOD CONDITION AT ALL TIMES.
c 1 ■ 0
7. A 12 FT. ACCESS EASEMENT LOCATED BETWEEN LOTS 26 AND 27 SHALL BE PROVIDED TO ALLOW
FOR THE UTILIZATION OF COMMON OPEN SPACE BY ALL HOMEOWNERS WITHIN THE SUBDIVISION.
SCALE 1 "=150'
I NOR
DRAWN BY: SBT CHECKED BY: SBT
0 150' 300'
ADDRESS: 1304 N. RESPESS STREET, WASHINGTON, N.C. 27889 EMAIL:
[e-mail] Phone: [phone]
CAROLINA LAND DEVELOPMENT

LA WYER
\ \ I- F � Q , � \� \ ` � \ � \ \ \ - - � r \ � \� � \ I � � \ g+p � \ \ ` �� 00 L\B�CR/6 T-_
8-180'0 _ _ i
VELOCITY DISSIPATOR PAD
CLASS 'B' RIPRAP' - - _ — 283
18 (L) x 10.2 (W) x 18 (D) - - - - --- �'• � � i � \ _ � \ \ \
-285
• ///�—'�----- ���`\\�� — � ii i �\'. cS 290 ,cZG�' \ 30S ---- 00� � � \ � \\ � \\, �_ \� — � �I� �\ \
PLACE BOTTOM OF PIPE
6" BELOW EXISTING - _ _ - \ \ _- ; ��\ \ \ \ \� , ,� FES 00 _ - > >
r
- . _ \ >,. \
STREAM BED - _—_ —_ _�- \\�� �Q LINCA�rED\\ ; \� \\ 290\ , _ , , , �� g4 46 �4 _ - \�0. \� fi75��.�1 S4 FY moo\, \ \ \ 317554.81 SQ. �T,,
O / / 3g S
NTERMI1`T�NT� `��� > / / � / _, — 295/ / � r l ' ' _ _ _ \ OS \ �.�O �G � \ \ \ ` \ � � \ \ \ �f\ � \ �.2M-AC \ \
s€�tra i �� / / /r _ _ _ _ r r / r / r / r \ i \ \ �• i i \
r 'IOU
30
OPEN SPACEIT
\ _ \2aS
—�
M
Jt--�-00
L \ — _ — _ — _ 5 — — — — — — — -
/ / 17—r I �� t /� �� � _ ��\ �\�_ � � _ I 0 _ �9 .310 — —_— — — — — — — — — _ _ — — 310 \{?Q" _ � _ Q
PREFORMED SCOUR HOLE � — — — — � = T\ `�---- _ z
15' PERIMETER \ \ /� \ / BOTTOM DIM: 4.5 FT. x 4.5 FT. , - - RELOCATED STREAM - - - / - ' - - - _ _ _ _ _ _ _ _ _ 20' PROPOSED - - --
BUFFER, (TYP.) I ( DEPTH: 3 FT. _ i - _ - ' _ - - _ - - - - - - - - _ STORM DRAINAGE -
\ \ (V-SHAPE BOTTOM; - - ' - ' _ — — _315-
- — — —
(OPEN SPACE) 1 / SIDE SLOPE: 2:1 ' - - _ - , - ' �Y0OMLINE — _ EASEMENT
LINE WITH CLASS 'I' RIPRAP 3:1 SIDE SLOPE) - - - _ - /_ _ \ \ `_ \ _ _ — —315—
I LINE WITH NORTH AMERICAN - - - 20' PROPOSED
GREEN C125BN BIONET STORM DRAINAGE 7 - r
I I \ \ 1 I EROSION CONTROL BLANKET EASEMENT
t t I i I J
JAMESC.TUTOF2-
I, I DEBRA TUTOR J-
I I I I \ v
I l \ \ \ \ \ ^ \ \ DB: 803' PG: , 68
315
310
305
300
295
290
285
280
275
270
O
N
RELOCATED STREAM
M
~
a
M
cV
M
I
>
I>
w
w
w
a
E
ISTI
G
L
a
�
rn
EX
STING
u
�
I
>
W
W
—
o
a
�
p°I
PROPOSED
/L
o
r
II
I I
Q
d
O°
OT
27 DRIVEWAY
U-)
L0
c6
O N
z
C0
ST
EA
U_
z
LL
P z
00
Stream elevation at
i e inlet: 279.0
6
0-60
PLACE BOTTOM OF PIPE
6" BELOW EXISTING
STREAM BED
36'
RC
@ 4.020%
Stream elevation at
pipe outlet: 277.25
CO
N
O
N
O
DO
N
0)
DO
N
to
N
c0
O
O
N
0)
P
O
N
M
O
N
It
O
N
co
O
N
CO
Cfl
O
N
O
O
N00
Cp N
a0 O
N�
N
� c0
a0
00
O O
N NM
CO r\
07
O
N O�
MO
N
O
a?
N
O
MM
N
(0 Lo
M
O O
MO
N
M N
o0 O
MO
N
a0 N
C6
0) O
MO
N
O 00
Cd
O
coO
co
"t O
a0
(6
`— O
MO
cy)
rn
LID
N O
M�
M
P
co
d
M O
cy)
r\
rY
O
CO
O
O
c6
O
0)
c6
O
00
K
O
r\
DO
O
315
310
305
300
295
290
285
280
275
270
18+25 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00
3/
/ / j ..,/ >
\ \ Ipp 24 r2CP +0 +33.14
� � � � •/ FES700
(Wetland elevation at I
pipe inlet: 344.1
355
350
345
340
CULVERT AT LOT 3 AND 4
VELOCITY DISSIPATOR PAD
CLASS 'A' RIPRAP
8'(L) x 5.2'(W) x 12"(D)
�gObN
PREFORMED SCOUR HOLE
BOTTOM DIM: 3.75 FT. x 3.75 FT.
DEPTH: 2 FT.
SIDE SLOPE: 2:1
LINE WITH CLASS'B' RIPRAP
■■■
=
■EN■■
■MEN
■■■
■■■
-
. • _
. • .
.
_
-
1"■■
■■■
WOMEN
■■l3M�N■■NOMM�7■W
■■5����!��■■11���
■■■OWN.
M..�ii
=_
UME
-0+25 0+00
3
310 305
355
350
345
340
1+00 1+50
305 285
etland elevation at
pipe outlet: 343.4
305' ' ' ' ' ' ' 305 300 300 280 280
_20 -10 0 10 2011
PROPOSET PROPOSED
GROUND GROUND
3:1 SIDE SLO 3:1 SIDE SLOPE
295 295 275 275
-20-10 0 10 20 -20 -10 0 10 20
310
EXISTING
GROUND
305
12+00
11
IV ■■■wwIIw■■■■ ■■■■■■■'
■■0■■■■■1�■ ■II■■■■ _
■■\■■■i■■■MMMaMsREMM
■■\■■I1�■!J■
IMEMENTMENN
-20 -10 0 10 20 ` ` "v -20 -10 0 10 20 �vv v -20 -10 0 10 20 v
I-Buill 11 11
■■���a■■■ ■■■■■■■■■■ ■■■■G■!a'L-1■■
\J■■�■■■■ ■■■■■■■■■■ ■■■■ILA■13
■f■■■■riL�ii ■■■■■■■■■■ .\■MONO■■■
■■■\■`-G7■■ \■■■■■liiilii`III" . ■■■■�iii■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
STREAM RELOCATION
CROSS SECTIONS 11 +00 - 18+00
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH HARNETT COUNTY AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
SCALE 1 "=40'
0 40' 80'
sE� OP�F���
z LICENSE
C-2743
P
_ a SEAL
• '1'GIf....
BI
JANUARY 10, 2019
a
Q
U
z C)
O
z
I�
ego
U
Q
E-.�
¢ Q
U
w
0
w
Q
HARNETT COUNTY PROJECT #:
07/22/2019:
REVISED LOT 27 AND 28
08/15/2019:
REVISED GRADING AT CUL-DE-SAC,
STORM DRAINAGE, WATERLINE
10/15/2019:
REVISED MAIL KIOSK
11/04/2019:
REVISED EROSION CONTROL -ADD
DETAIL
12/10/2019:
• ADD SILT FENCE AT WETLANDS
PER USACE
• 12/19/2019:
ADD STREAM RELOCATION PROFILE
AND CROSS SECTIONS PER USACE
• DATE: JANUARY 10, 2019
ISSUED FOR: CONSTRUCTION
CONSTRUCTION
DRAWINGS
STREAM
RELOCATION AND
CULVERT PROFILES
AND CROSS
SECTIONS
C 2.4
DRAWN BY: SBT CHECKED BY: SET
ADDRESS: 1304 N. RESPESS STREET, WASHINGTON, N.C. 27889
EMAIL: [e-mail] Phone: [phone]
CAROLINA LAND DEVELOPMENT