20200518 Ver 1_Updated Wetland Impact Figures_20200618

From: Jeffrey McDermott
To: Standridae, Billy W CIV USARMY CESAW (USA); Scarbrauah. Anthony
Subject: [External] FW: Albemarle Beach Wetland Impacts
Date: Thursday, June 18, 2020 10:31:23 AM
Attachments: imaae001.Dna
08386A - C503 2020-06-18 s.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]
Billy and Anthony,
Attached is the updated drawing showing the wetland impacts as permanent.
Thank You,
Jeffrey McDermott Senior Environmental Specialist
0: [phone] 1 C: [phone]
192 Raceway Drive, Mooresville, NC 28117
www.SunEnergyl.com [sunenergyl.com] jeffrey.mcdermottl�SunEnergyl.com
S3U"M"M 1
pm w E=L.
From: Mike Morway <[e-mail]>
Sent: Thursday, June 18, 2020 10:26 AM
To: Jeffrey McDermott <[e-mail]>
Subject: RE: Albemarle Beach Mitigation
J eff,
Attached is the updated C503.
You may want to your narrative of reducing impacts that "multiple culverts are being proposed to
assist with reducing the overall fill height and associated impacted areas as well as provide better
distribution of connectivity of flows through the wetland areas"
I assume the phone conference is still on today
Sincerely,
Michael J. Morway, PE
Albemarle and Associates, LTD
PO Box 3989
Kill Devil Hills, NC, 27948
Ph: 252-441-2113

Fx: 252-441-0965
email: mikema-albemarleassociates.com
web: www.albemarleassociates.com [albemarleassociates.coml
The information contained in this email message and any
attachments is confidential information intended only for the use of individuals
or entities named above. If the reader of this message is not the intended
recipient you are hereby notified that any dissemination, distribution or
copying of this communication is strictly prohibited. If you have received
this email in error, please notify us immediately by email at the originating
address.
From: Jeffrey McDermott <ieffrey.mcdermott(@sunenerg)ll.com>
Sent: Thursday, June 18, 2020 9:25 AM
To: Mike Morway<mikem(@albemarleassociates.com>
Subject: FW: Albemarle Beach Mitigation
Please get the revision to me today. Billy is ready to issue.
Thank You,
Jeffrey McDermott Senior Environmental Specialist
0: [phone] C: [phone]
192 Raceway Drive, Mooresville, INC 28117
www.SunEnergyl.com [sunenergyl.coml ieffrey.mcdermotti�SunEnergyl.com
U"M"E=-1
a I Fes W'd C0rW,NwC1R4- =ML-
From: Standridge, Billy W CIV USARMY CESAW (USA) <Billy.W.Standridge(@usace.army.mil>
Sent: Thursday, June 18, 2020 9:23 AM
To: Jeffrey McDermott <ieffrey.mcdermott(@sunenergyl.com>; Scarbraugh, Anthony
<anthony.scarbraugh(@ncdenr.gov>
Subject: RE: Albemarle Beach Mitigation
Thanks, Jeff. Once I have the revised plans I'll be ready to issue the permit verification.
Billy W. Standridge
Regulatory Specialist
U.S. Army Corps of Engineers

Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]
From: Jeffrey McDermott<ieffrey.mcdermott(@sunenergyl.com>
Sent: Thursday, June 18, 2020 9:08 AM
To: Standridge, Billy W CIV USARMY CESAW (USA) <Bill)t.W.Standridge(@usace.army.mil>;
Scarbraugh, Anthony<anthony.scarbraugh(@ncdenr.gov>
Subject: [Non-DoD Source] RE: Albemarle Beach Mitigation
OK. Will do. I'll have Mike revise the plans today.
Thank You,
Jeffrey McDermott Senior Environmental Specialist
0: [phone] 1 C: [phone]
192 Raceway Drive, Mooresville, NC 28117
Blockedwww.SunEnergyl.com ieffrey.mcdermott(@SunEnergyl.com
51.J1IMG1
From: Standridge, Billy W CIV USARMY CESAW (USA) <Billy.W.Standridge(@usace.army.mil>
Sent: Thursday, June 18, 2020 9:07 AM
To: Jeffrey McDermott <ieffrey.mcdermott(@sunenergyl.com>; Scarbraugh, Anthony
<anthony.scarbraugh(@ncdenr.gov>
Subject: RE: Albemarle Beach Mitigation
I think it would be a good idea to have the figures updated to reflect the actual permanent impacts.
Thanks,
ME
Billy W. Standridge
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889

[phone]
From: Jeffrey McDermott<ieffrey.mcdermott(@sunenergyl.com>
Sent: Thursday, June 18, 2020 8:52 AM
To: Scarbraugh, Anthony <anthony.scarbraugh(@ncdenr.gov>
Cc: Standridge, Billy W CIV USARMY CESAW (USA) <Billy.W.Standridge(@usace.army.mil>
Subject: [Non-DoD Source] RE: [External] RE: Albemarle Beach Mitigation
Good Morning,
Of course. I guess we were thinking it was similar to the way we considered stream impacts. Would you like Mike to
revise the drawings to include the aprons, on the access roads, as permanent impacts. The total mitigation acreage
will stay the same, since the aprons were included in the total impacts.
Thank You,
Jeffrey McDermott Senior Environmental Specialist
0: [phone] C: [phone]
192 Raceway Drive, Mooresville, NC 28117
Blocl<edBlocl<edwww.SunEnergyl.com ieffrey.mcdermott(�SunEnergyl.com
From: Scarbraugh, Anthony <[e-mail]>
Sent: Thursday, June 18, 2020 6:50 AM
To: Jeffrey McDermott <[e-mail]>
Cc: Standridge, Billy W CIV USARMY CESAW (US) (Billy.W.StandridgeCcDusace.army.mil)
<Billy.W.Standridge(@usace.army.mil>
Subject: RE: [External] RE: Albemarle Beach Mitigation
Jeff,
A point of clarification, the placement of stone within a wetland would be considered a permanent
impact.
Regards,
Anthony

Anthony Scarbraugh
Enviromnerdal Specialist 71, Wester Resources
North Carolina Department of Eniironmentd Quzhty
252-948-39 4 (Office)
Anthony_8carbraugh- ncdenr_go-v
&719f 765pOrider7iCB i46 S1x ae# css is Sur} A-i L, dL-Tel { vUL*u Rg*c R cards Lawar)d
may be dLgcbwd Io ltwdpwhes
From: Jeffrey McDermott [ma iIto: Jeffrey.mcdermott(@sunenergyl.com]
Sent: Wednesday, June 17, 2020 7:55 PM
To: Scarbraugh, Anthony<anthony.scarbraugh(@ncdenr.gov>
Cc: Standridge, Billy W CIV USARMY CESAW (US) (Bill)I.W.Standridge(@usace.army.mil)
<Billy.W.Standridge(@usace.army.mil>
Subject: RE: [External] RE: Albemarle Beach Mitigation
al email. Do not click links or open attachments unless you verify. Send all suspicious email as an
Good Evening Anthony,
I hope you had a good day today. The temporary impacts refer to the rip rap aprons on the upstream and
downstream sides of the culverts on the access roads. There will be no roadside swales, and the roads will be built
according to the drawings, or in a but more detail, by laying pipe and geotextile fabric down prior to filling,
compacting, and stoning. The work will be done during dry periods, when any flow that may occur is minimal.
Thank You,
Jeffrey McDermott I Senior Environmental Specialist
0: [phone] 1 C: [phone]
192 Raceway Drive, Mooresville, NC 28117
Blocl<edBlocl<edwww.SunEnergyl.com [sunenergyl.coml ieffrey.mcdermott(d)SunEnergyl.com
From: Scarbraugh, Anthony<anthony.scarbraugh(cDncdenr.gov>
Sent: Wednesday, June 17, 2020 3:43 PM
To: Jeffrey McDermott <Jeffrey.mcdermott(@sunenerg)ll.com>
Cc: Standridge, Billy W CIV USARMY CESAW (US) (Billy.W.Standridge(cDusace.army.mil)
<Billy.W.Standridge(@usace.army.mil>
Subject: RE: [External] RE: Albemarle Beach Mitigation

Jeff,
Could you clarify the temporary wetland impacts associated with access roads? No information was
provided regarding the justification or construction method. You will also need to provide details
regarding the road side swales within the wetlands.
Thanks,
Anthony Scarbraugh
Anthony Scarbraugh
EnvironmeFdal Specialist 11, I{ater Resources
North Carolina Department of Enx-ironrnm al Quality-
252-948.3924 (Office)
Anthony _S.carbraugh ncdenr_gav
fir&-G[rru*xy)derCe!D-arXI M .1Ilig aGt7Fm ik subpa lu cry rllr1 L.ArL u PIIAL Rec;LA'1L i.ry v7j
.—joy t e dLgGkmd Io It*d py?jm
From: Jeffrey McDermott [ma iIto: [e-mail]]
Sent: Monday, June 15, 2020 2:40 PM
To: Scarbraugh, Anthony<anthony.scarbraugh(@ncdenr.gov>; Standridge, Billy W CIV USARMY
CESAW (USA) <Billy.W.StandridgeCcDusace.arm)z.mil>
Subject: RE: [External] RE: Albemarle Beach Mitigation
mAd• ail. Do not cliCK IInK5 or open attactiments unless you verify. Send all suspicious email as an
at [e-mail]
Thank you so much. I appreciate the quick response Anthony.
Thank You,
Jeffrey McDermott Senior Environmental Specialist
0: [phone] , C: [phone]
192 Raceway Drive, Mooresville, NC 28117
Blocked Blockedwww.SunEnergyl.com [sunenergyl.coml Jeffrey.mcdermott(@SunEnergyl.com
S3U"MMFI

From: Scarbraugh, Anthony <anthony.scarbraugh(@ncdenr.gov>
Sent: Monday, June 15, 2020 2:36 PM
To: Jeffrey McDermott <[e-mail]>; Standridge, Billy W CIV USARMY
CESAW (USA) <Billy.W.Standridge(@usace.army.mil>
Subject: RE: [External] RE: Albemarle Beach Mitigation
Mr. McDermott,
Based on the permanent proposed impacts being less than 300 linear, no stream mitigation will be
required while utilizing the Water Quality General Certification Number 4135 for project eligible for
US Army Corps of Engineers Nationwide Permit No. 14.
Thanks,
Anthony Scarbraugh
_QQ
Anthony Scarbraugh
Environmental Specialist -11 T titer Resources
North Carolina Department of Environmental Quality
252.948.392.4 (Office)
Anthony- S c arbr aiOi&c dear _ g o v
Ermw cyraspor6arre to ane hxm His mass s &Abpd Io vie AkAh Cyr *m PLd*c Recarc:s Law and
may be dsdbseO to IWPwbn
From: Jeffrey McDermott [ma iIto: Jeffrey.mcdermott(@sunenergyl.com]
Sent: Monday, June 15, 2020 2:31 PM
To: Standridge, Billy W CIV USARMY CESAW (USA) <Billy.W.Standridge(@usace.army.mil>
Cc: Scarbraugh, Anthony<anthony.scarbraugh(@ncdenr.gov>
Subject: [External] RE: Albemarle Beach Mitigation
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to report.spam(@nc.gov
Good Afternoon,
Attached is the letter of credit availability from the mitigation bank. Please let me know if you have any questions.
Anthony,
Do you foresee us needing a letter regarding stream credits?
Thank You,
Jeffrey McDermott Senior Environmental Specialist
0: [phone] C: [phone]
192 Raceway Drive, Mooresville, NC 28117

Blocked Blockedwww.SunEnergyl.com [sunenergyl.com1 ieffrey.mcdermott�SunEnergyl.com
U 1E---E—=ES qIrl
%-I )#PM " CQrl7EwCrMIL- PIP!
From: Standridge, Billy W CIV USARMY CESAW (USA) <Billy.W.Standridge(@usace.army.mil>
Sent: Monday, June 15, 2020 10:10 AM
To: Jeffrey McDermott <[e-mail]>
Subject: Albemarle Beach Mitigation
Good Morning Jeff,
I hope you had a good weekend. Did you get a letter of credit availability from the mitigation bank
yet?
Thanks,
Billy W. Standridge
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]
CONFIDENTIALITY NOTICE: This email message and any attachments are intended only
for the person or entity to which it is addressed and may contain confidential and/or privileged
information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are
not the intended recipient of this email, please contact the sender by reply email and delete the
original and any copy of this email. If you are the intended recipient but do not wish to receive
communications by email, please so advise the sender immediately.
CONFIDENTIALITY NOTICE: This email message and any attachments are intended only
for the person or entity to which it is addressed and may contain confidential and/or privileged
information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are
not the intended recipient of this email, please contact the sender by reply email and delete the
original and any copy of this email. If you are the intended recipient but do not wish to receive
communications by email, please so advise the sender immediately.
CONFIDENTIALITY NOTICE: This email message and any attachments are intended only
for the person or entity to which it is addressed and may contain confidential and/or privileged
information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are
not the intended recipient of this email, please contact the sender by reply email and delete the
original and any copy of this email. If you are the intended recipient but do not wish to receive
communications by email, please so advise the sender immediately.

CONFIDENTIALITY NOTICE: This email message and any attachments are intended only for the
person or entity to which it is addressed and may contain confidential and/or privileged information.
Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended
recipient of this email, please contact the sender by reply email and delete the original and any copy
of this email. If you are the intended recipient but do not wish to receive communications by email,
please so advise the sender immediately.
CONFIDENTIALITY NOTICE: This email message and any attachments are intended only for the
person or entity to which it is addressed and may contain confidential and/or privileged information.
Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended
recipient of this email, please contact the sender by reply email and delete the original and any copy
of this email. If you are the intended recipient but do not wish to receive communications by email,
please so advise the sender immediately.
CONFIDENTIALITY NOTICE: This email message and any attachments are intended only for the
person or entity to which it is addressed and may contain confidential and/or privileged information.
Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended
recipient of this email, please contact the sender by reply email and delete the original and any copy
of this email. If you are the intended recipient but do not wish to receive communications by email,
please so advise the sender immediately.
CONFIDENTIALITY NOTICE: This email message and any attachments are intended only
for the person or entity to which it is addressed and may contain confidential and/or privileged
information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are
not the intended recipient of this email, please contact the sender by reply email and delete the
original and any copy of this email. If you are the intended recipient but do not wish to receive
communications by email, please so advise the sender immediately.

N
0
0
0
O
N
0
N
00
0
Q
0
00
00
0
cn
i�
0
iv
Q
Q0
00
00
0
0
0
U
U
m
Q
0
00
00
0
0
0
U
Q
/
\ \ F /
\ \ SF SF SF NSF
SF SF SF SF S�' SF �
SF NSF _ - �\9j0 / /
1- _ _ _ -� / '7 /
\\ \_.rrr\rr♦ --- -- /
\ \ r-e Lr ♦ ♦ / - - - x 5-97 -
_ rrr r ♦ ♦ - -1' x 67r} 550
_ i
x h.3h . r r r♦♦♦ \ i
r r r - `-6 x4,10 \
r r r ♦
' r ♦ ♦ ♦ ♦ i J 5 und/wwn
/ r ♦ ♦ ♦ ♦ ♦ ♦ x4.67 \
/ III III x405
x 4.01 ♦ ♦ ♦ ♦ ♦ ♦ i / I
x3.79
jr x
` ♦ ♦ ♦ ♦ ♦ ♦ / x3.87
/ a .rrrrrr
rrr rrr 386
4.00 (5) 36" HDPE
INV. = 2.78'
\ x 3.70
\ x 3 64 x 3,78
v rrrrrr
\ r r
x 4.22 \
� rrr rrr
� , rrrrrr r
rrr r r r
(5) 36" HDPE x 3.83
INV. = 2.83' ` , PROPOSED GRADE x 3,65
x \,91 (L OF GRAVEL ROAD ELEV. = 7.20'
x 3.93
C x' I r r r r r r
�,
/
rrrrrr x 3.9--� /
I ` rrr rrr G x 3S8
rrr r _
x4J4 ` rrrrrr _
Irrr rrr x3.95
-
rrrrrrr FIff
rrr rrr / �
x3.74 / / PF
.rrrrrr
rrr rrr / l
x4ol rrrrrr /
\ rrr rrr /
4.13 .rrrrrr / x406
\ rrrrrr
v rrrrrr � o
x 4.25
rrr rrr \
\ rrr rrr \
.rrrrrr \
x3.97- I
/ 4 �
rrr rrr / \
x 4.30
/x 4.30 r r r r i t r / \
10
/ LIMITS OF IMPACT x 4.
/ AREA = 8280 SF (0.190 AC) TOTAL
/ (8280 SF PERMANENT) rrr r r X
rrr rrr ` x4.14 \
rrr rrr _j
rrr rrr
rrr rrr `
rrr rrr
x3.95/ x400 I
/ rrrrrr `
xA.2q
.rrrrrr
xk.18
.rrrrrr
rrr rrr
.rrrrrr I
x415 rrr\•rr•
.rrrrrr
x4.16
rrr rrr I
�.rrrrrr 4.28 rrr rrr
x4.07
x4.19 •••••••
.rrrrrr
rrr\rrr x407
.rrrrrr I
rrr rrr /
x4." x4.0
rrrrrr
rrr rrr
.rrrrrr
.rrrrrr �
x4.59 • • • 1•
x404
rrr rrr /
x4.53 �
x 4A2 , , r i ,4.
r r r r r r Ot
.rrrrrr
rrr rrr x5.18
a .rrrrrr
rrrrrr y^
rrr rrr
1 .rrrrrr
x 4.9/n r r r r r r x 5$6 -
\�x-
/ -5-- rrr rrr
x4. / rr rrr
5-
x5.20
\\� x 74.12 SF-
-- - - -- - - - - - - - - -----b--�►�---- SF
x6.24Z�-x737_ �_- - - - - -
SF SF SF-SF/-
SF-
-x _ - -
sf
SF NSF /
SF NSF /
o
GRAPHIC SCALE
0 10 20 40
(IN FEET)
1 INCH = 20 FT.
IMPACT AREA C
FINAL DRAWING
NOT FOR
CONSTRUCTION
I PROPOSED GRADE
I OF GRAVEL ROAD
I ELEV. = 6.85'
I\ I II I
I I I
x i 5 II III I
/ r r r r r r
NI . I, ♦ r r r r r
�s3ye�-
I r♦ rV r r r
Ir r r Sc 3.74
\u
x I II I
1 I I I
1 I I I x 3.74
I II I \ I
x .41 I I II I
ffis
18" NCDOT CLASS 1
RIP -RAP OVER
GEOTEXTILE FABRIC
(3) 30" HDPE
INV. = 3.10'
5" NCDOT CLASS I
RIP -RAP OVER
GEOTEXTILE FABRIC
INSTALL CULVERTS
8" MIN. BELOW
EXISTING SURFACE (TYP.)
�5�53
x 3.65
i
x 35,5
(3) 30" HDPE
INV. = 3.10'
(3) 30" HDPE
INV. = 3.15'
x 3.73
x 3.55
55.0' TOTAL LIMITS OF DISTURBANCE
30.0'
14.0' GRAVEL
ACCESS ROAD
12" MIN.
COVER
(3) 30" HDPE
CULVERTS (30' LENGTHS)
K_' KY KY K_'
MOUND AS NEEDED TO
PROVIDE 12" MIN. COVER
SELECT BACKFILL
(NCDOT CLASS II OR III)-\
I.D. / 6
(6" MIN.)
NCDOT CLASS III OR CLASS II, TYPE 1
(COMPACT AFTER PIPE IS SET, PRIOR
TO PLACING ADDITIONAL FILL)
18" NCDOT CLASS I
RIP -RAP OVER
GEOTEXTILE FABRIC
(5) 36" HDPE
INV. = 2.83'
5" NCDOT CLASS I
RIP -RAP OVER
GEOTEXTILE FABRIC
INSTALL CULVERTS
8" MIN. BELOW
EXISTING SURFACE (TYP.)
MOUND AS NEEDED TO
PROVIDE 12" MIN. COVER
SELECT BACKFILL
(NCDOT CLASS II OR III)-\
SECTION
NTS
LL PER GEOTECHNICAL
ECOMMENDATIONS
2.0'
END SECTION
NTS
WETLAND IMPACT 'B'
CULVERT INSTALLATION DETAIL
NTS
- 55.0' TOTAL LIMITS OF DISTURBANCE
30.0'
I.D. / 6
(6" MIN.) 2.0'
NCDOT CLASS III OR CLASS 11, TYPE 1
(COMPACT AFTER PIPE IS SET, PRIOR
TO PLACING ADDITIONAL FILL)
14.0' GRAVEL
ACCESS ROAD
12" MIN.
COVER
(5) 36" HDPE
CULVERTS (30' LENGTHS)
C C C C C
SECTION
NTS
FILL PER GEOTECHNICAL
RECOMMENDATIONS
END SECTION
NTS
WETLAND IMPACT 'C'
CULVERT INSTALLATION DETAIL
NTS
x 7
x 4.60
I
I
/
\�
1 x g.59\
x 3$1
x411
I
1 \ x9.43
1
x 3.58 \
\
x$S x 3.58
\
s
SOZ I
�
♦♦♦♦♦♦♦♦♦♦♦♦♦
1\901
_
r r r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦IIII
x 2I I \
/rrrrrr
/ . ♦ ♦ � ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦
///// I I I r r r////
r I I ♦♦♦♦ I I I I I I I Ix'3.0,8' I I I
I
r/♦♦♦♦♦
W\
\
r r r r r r r it *?�58r r r r r r r r r r r r
1-r rrrrrrrrrrrrrrrrrr
\
3FiS r r r r r r rrrrrr r
...rrrrrr
5 /
\
I xa
x
0000
/ /
x 4.32
/ l
x 355
x 355
x 358
I
/
�\ I
�405
LIMITS OF IMPACT
x 4.3/
�/ 7.239
\
3.05
AREA = 5908 SF (0.136 AC) TOTAL
/ `n
4x5
0
(5908 SF PERMANENT)
x 3.55
x 358
\
x 3.5,5
IMPACT AREA B
"--SPRINGLINE
1 i e
2:1 OR FLATTER
SIDE SLOPE
(3) 30" HDPE
INV. = 3.15'
TEMPORARY
COFFER DAM
(IF NECESSARY)
EXISTING
GRADE f3.5'
15" NCDOT CLASS I
RIP -RAP OVER GEOTEXTILE
PROPOSED GRADE
OF GRAVEL ROAD
ELEV. = 6.85'
EXISTING GRADE
VARIES t3.6'
REMOVE MUCK, IF PRESENT. PLACE SELECT
BACKFILL (NCDOT CLASS V OR VI) WRAPPED IN
GEOTEXTILE, THICKNESS VARIES WITH FIELD
CONDITIONS, CONSULT WITH ENGINEER.
ffis
2:1 OR FLATTER
SIDE SLOPE
(5) 36" HDPE
INV. = 2.78'
TEMPORARY
COFFER DAM
(IF NECESSARY)
EXISTING
GRADE f3.5'
15" NCDOT CLASS 1
RIP -RAP OVER GEOTEXTILE
PROPOSED GRADE �
OF GRAVEL ROAD
ELEV. = 7.20'
EXISTING GRADE
VARIES f3.5-3.7
1�y�:�IA[t3�lAh
REMOVE MUCK, IF PRESENT. PLACE SELECT
BACKFILL (NCDOT CLASS V OR VI) WRAPPED IN
GEOTEXTILE, THICKNESS VARIES WITH FIELD
CONDITIONS, CONSULT WITH ENGINEER.
I i e
18" NCDOT CLASS I
RIP -RAP OVER
GEOTEXTILE FABRIC
(2) 24" HDPE
INV. = 5.48'
5" NCDOT CLASS I
RIP -RAP OVER
GEOTEXTILE FABRIC
INSTALL CULVERTS
8" MIN. BELOW
EXISTING SURFACE (TYP.)
x 606
-$7 5.48 \ \ \ \
7' I \ V A
\ N
\� x 8.13 \
\ \ \\ v I x
\ V / (2) 24" HDPE' \
\ \ x 7.57 \ \ \ \ x 5.65 INV. = 5.48' I \ I I
xl�
\ \ \ \ I N x 5,57
\ l
\ \ \ \ s ♦ ♦ / ♦ I I I I \ I I I / ��
r O �%r 41j�' ♦ ♦ ♦ ♦ ♦ r r ♦ ♦
\ ♦ ♦ ♦ r r >\♦ r r �r ♦ ♦ ♦ ♦ ♦ � ♦ r r r r r r
\ ♦ ♦ ♦�r rx T48
w ♦ r ♦ ♦ ♦ ♦ ♦ ♦ \r I
/ . . . . ♦ r �\
� PROPOSED GRADE
\ \ OF GRAVEL ROAD I
1ELEV. = 8.70'
x634 xWI$2
I
64 x 5 I I\
� s
LIMITS OF IMPACT 7.75I
AREA = 1334 SF (0.031 AC) TOTAL
(1334 SF PERMANENT)\ I II 9
\ (2) 24" HDPE I \
I O�, I INV. = 5.53' I
I I I N x 5.36
I I \ x 6.23 x 6.3/vxj72 1
x1 .14 \ x7.7
o
55.0' TOTAL LIMITS OF DISTURBANCE
30.0'
14.0' GRAVEL
ACCESS ROAD
12" MIN.
COVER
(3) 30" HDPE
CULVERTS (30' LENGTHS)
SECTION A A
NTS
MOUND AS NEEDED TO
PROVIDE 12" MIN. COVER
SELECT BACKFILL
(NCDOT CLASS II OR III)-\
I.D. / 6
(6" MIN.)
NCDOT CLASS III OR CLASS 11, TYPE 1
(COMPACT AFTER PIPE IS SET, PRIOR
TO PLACING ADDITIONAL FILL)
SEEDING SCHEDULE
2.0'
END SECTION
NTS
IMPACT AREA A
Mons
2:1 OR FLATTER
SIDE SLOPE
(2) 24" HDPE
INV. = 5.53'
TEMPORARY
COFFER DAM
(IF NECESSARY)
EXISTING
GRADE f3.5'
LL PER GEOTECHNICAL
COMMENDATIONS
WETLAND IMPACT 'A'
CULVERT INSTALLATION DETAIL
NTS
APPAL f - MAY f ; P6RW4Aaff S®WD
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
MAY 15 - AL Y 0 PEENAME SEEDW
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AllCXOT 15 - APPIL b TEWOM YSEEDW
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
SOIL AA490AASIM
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500
LB PER ACRE OF 10-10-10 FERTILIZER.
AAULQH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION.
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
PROPOSED GRADE
OF GRAVEL ROAD
ELEV. = 8.70'
EXISTING
GRADE f5.9'
SPRINGLINE
15" NCDOT CLASS I
RIP -RAP OVER GEOTEXTILE
REMOVE MUCK, IF PRESENT. PLACE SELECT
BACKFILL (NCDOT CLASS V OR VI) WRAPPED IN
GEOTEXTILE, THICKNESS VARIES WITH FIELD
CONDITIONS, CONSULT WITH ENGINEER.
�i u / �i� ► il�� .� 111//ilvi 1 uv
1. UTILITIES:
PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE OWNER SHALL HAVE THE
APPROPRIATE UNDERGROUND UTILITIES LOCATED.
2. LIMITS OF DISTURBANCE:
THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND DISTURBING
AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED FOR PROTECTION ARE NOT
ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES.
3. STABILIZATION:
EXPOSED SWALES, DITCHES, DIKES OR OTHER SLOPES STEPPER THAT 3(H):1(V) SHALL BE
STABILIZED WITH A TEMPORARY OR PERMANENT GROUND COVER WITHIN 7 CALENDAR DAYS. ALL
OTHER EXPOSED EARTHEN AREAS SHALL BE STABILIZED WITH A TEMPORARY OR PERMANENT
GROUND COVER WITHIN 14 CALENDAR DAYS OF THE COMPLETION OF ANY PHASE OF GRADING.
4. EXCAVATION AND EMBANKMENT:
ANY OFF -SITE MATERIAL BROUGHT ONTO TO THE SITE TO BE USED FOR GRADING FILL SHALL
BE OBTAINED FROM A PERMITTED BORROW PIT.
5. EXISTING INFORMATION:
THE EXISTING TOPOGRAPHY SHOWN ON THIS PLANS IS TAKEN FROM LiDAR DATA AND FIELD
REVIEWED FOR RELATIVE COMPARISON.
SITE STABILIZATION REOUIREMENTS
SITE AREA DESCRIPTION
STABILIZATION TIME
STABILIZATION TIME FRAME
FRAME
EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES AND SLOPES
ALL OTHER AREAS WITH
NONE (EXCEPT FOR PERIMETER
SLOPES FLATTER THAN 4:1
14 DAYS
AND HQW ZONES)
�W
Q �
J
t
U Fu
u
N 4)
E
�Q O
- 06 i
c
Lu
cn
a)
s=
Lu
0 T C
p U NO N J O
J to Z N
N 0
0
-U toN N .0Z 'O 0
N m Z v Q N Q N
QUco
rn
N (n M N to a) U >_ M N O
N x v Q J U E Y O
O m N N Q o -0 � a, w L
p o X 3 ¢
N. m Q
tp 3 (5 t - c
QdYdL� $U 1­-OQ �.N
CAR
`ptppuuttpgryri
p ESS
1 Qf-
72
m
O
z
0
Lr_ a
U
U)
w
0
w
a
O
z
Z �
v O Z
(D
U
.I cj) O
O �
Z_
J W
V / (Z
N Z
O
ZJ
W l 1
\ � LV cn
w
J w
J
U �
O
Nco
00 O
cV 00
to W 7) U 7) 0000
O (n Y O
0 0 0
}w w
w z z Y
2ICI � V w J
N o U u_
SCALE:
1 "= 2 0'
C503