20210289 Ver 1_Follow-up from Meeting_20210330

Baker, Caroline D
From: Scarbraugh, Anthony D CIV USARMY CESAW (USA)
<[e-mail]>
Sent: Monday, October 17, 2022 2:08 PM
To: Tankard, Robert
Subject: [External] FW: Follow-up from Meeting
Attachments: Letter of Credit Availability - SAW-2020-01253 - SunEnergy1 03292021 (002).pdf;
Sheet 201 Overall 03292021.pdf; Sheet 501 Top Down Impacts 03292021.pdf; Sheet
502 Cross -sections 03292021.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.<mailto:[e-mail]>
Anthony Scarbraugh
Regulatory Specialist
US Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
Phone: [phone]
Email: [e-mail]
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://urldefense.com/v3/_https://regulatory.ops.usace.army.mil/customer-service-
su rvey/_; ! ! HYmSToo!fpU R2xTQOydq 1kSw_eGA-tZLM9twzBGyfVfXl rJ W PrU LKc-
QRBgs2yM_gVZgrg7eyds7GJwutgolv5ug_LEI pL5oZeWOUaW bFbpxcG h5$
Thank you for taking the time to visit this site and complete the survey.
-----Original Message -----
From: Jeffrey McDermott <[e-mail]>
Sent: Tuesday, March 30, 2021 2:47 PM
To: Scarbraugh, Anthony D CIV USARMY CESAW (USA) <[e-mail]>
Cc: Douglas Taylor <[e-mail]>; Lekson, David M CIV USARMY CESAW (USA)
<Davi d. M. Lekson @ usace. a rmy. m i I>
Subject: [Non-DoD Source] RE: Follow-up from Meeting
Good Afternoon Anthony,
I hope you've been having a great day. Per our meeting last week, we have made the discussed changes, and would like
to go forward with submitting the revisions as soon as possible. These changes included the following, and can be found
on the attached plans:
1. Show impacts and larger site plan locating impacts.
2. Include conversion and actual impacts as separate(for NWP threshold), and together(for total mitigation calculation).
3. Show the above items clearly and precisely.
The other items discussed were to follow the correct line through avoidance, minimization, and mitigation, and to
submit a mitigation plan.

We do still feel that avoidance is not possible, with the access and safety issues that are apparent at Colice Hall Ln.
However, we have been able to minimize our impacts by shortening the width of the road to be constructed in the
wetlands. The result of this is that we have reduced the impacts to .323ac.(with the total mitigatable impacts being
.503ac. ).
Our mitigation plan will be to buy credits through the Great Dismal Swamp Mitigation Bank. A letter of credit availability
has been attached for this purpose.
We would like to submit these revisions as soon as possible. Please let me know if there is any other information you
might need beyond the attached.
I appreciate your time.
Thank You,
Jeffrey McDermott Senior Environmental Specialist
0: [phone] C: [phone]
192 Raceway Drive, Mooresville, NC 28117
Blockedhttps://urldefense.com/v3/_http://www.SunEnergyl.com_;! ! HYmSToo!fpU R2xTQOydglkSw_eGA-
tZLM9twzBGyfVfXl rJ W PrU LKc-QRBgs2yM_gVZgrg7eyds7GJwutgolv5ug_LEI pLSoZeWOUaW bFcp515bV$
[e-mail]
-----Original Message -----
From: Scarbraugh, Anthony D CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, March 24, 2021 2:30 PM
To: Jeffrey McDermott <[e-mail]>
Cc: Douglas Taylor <[e-mail]>; Lekson, David M CIV USARMY CESAW (USA)
<Davi d. M. Lekson @ usace. a rmy. m i 1>
Subject: RE: Follow-up from Meeting
Jeff,
The impacts to Horse Swamp would still be considered impacts to waters but expressed as an area and not a linear
distance.
Thanks,
Anthony
Anthony Scarbraugh
Regulatory Specialist
US Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
Phone: [phone]
Email: [e-mail]
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is

located at:
Blockedhttps://namll.safelinks.protection.outlook.com/?url=http%3A%2F%2Fcorpsmapu.usace.army.mil%2Fcm_apex
%2Ff%3Fp%3D136%3A4%3AO&amp;data=04%7C01%7Cjeffrey. mcdermott%40sunenergyl.com%7Cf4f076476a02409a8
40308d8eef2cadl%7C63afOf675d2645c2b54461d0694bf5dc%7CO%7CO%7C637522073868594926%7CU nknown%7CTW
FpbGZsb3d8eyJWljoiMC4wLjAwMDAiLCJQljoiV2luMzliLCJBTil6lklhaWwiLCJXVC16Mn0%3D%7C1000&amp;sdata=aoSeg4
JaICXWCyJ3R% 2BrkrgPW%2B%2BkgB32w716jZBzt%2Fyw%3D&amp;reserved=0
Blockedhttps://namll.safelinks.protection.outlook.com/?url=http%3A%2F%2Fcorpsmapu.usace.army.mil%2Fcm_apex
%2Ff%3 Fp%3D136%3A4%3AO&amp;data=04%7C01 % 7Cjeffrey. mcdermott%40su nenergyl.com%7Cf4f076476a02409a8
40308d8eef2cadl%7C63afOf675d2645c2b54461d0694bf5dc%7CO%7CO%7C637522073868594926%7CU nknown%7CTW
FpbGZsb3d8eyJWljoiMC4wLjAwMDAiLCJQljoiV2luMzliLCJBTil6lklhaWwiLCJXVC16Mn0%3D%7C1000&amp;sdata=aoSeg4
JaICXWCyJ3R%2BrkrgPW%2B%2BkgB32w716jZBzt%2Fyw%3D&amp;reserved=O>
Thank you for taking the time to visit this site and complete the survey.
-----Original Message -----
From: Jeffrey McDermott <[e-mail]>
Sent: Wednesday, March 24, 2021 1:29 PM
To: Scarbraugh, Anthony D CIV USARMY CESAW (USA) <[e-mail]>
Cc: Douglas Taylor <[e-mail]>; Lekson, David M CIV USARMY CESAW (USA)
<Davi d. M. Lekson @ usace. a rmy. m i 1>
Subject: [Non-DoD Source] RE: Follow-up from Meeting
Thank you. It's my understanding that the culvert impact will be a wetland impact, and not a stream impact, so it will be
all inclusive in our submittal.
Thank You,
Jeffrey McDermott Senior Environmental Specialist
0: [phone] C: [phone]
192 Raceway Drive, Mooresville, NC 28117
Blockedhttps://namll.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.sunenergyl.com%2F&amp;data=04
%7C01%7Cjeffrey. mcdermott%40su nenergyl.com%7Cf4f076476a02409a840308d8eef2cad l%7C63afOf675d 2645c2b54
461d0694bf5dc% 7CO%7CO%7C637522073868594926%7CU n known%7CTW FpbGZsb3d8eyJW Ijoi MC4wLjAwM DAi LCJQljoi
V2l u Mzl i LCJ BTi l6l klhaWwi LCJXVC16M n0%3 D%7C1000&amp;sdata=gSGOfOE L1A%2FO%2FdgdJ hOW61EWtS2ehvw2fgCQ
7Xy6p8A%3D&amp;reserved=0 [e-mail]
-----Original Message -----
From: Scarbraugh, Anthony D CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, March 24, 2021 12:54 PM
To: Jeffrey McDermott <[e-mail]>
Cc: Douglas Taylor <[e-mail]>; Lekson, David M CIV USARMY CESAW (USA)
<David. M. Lekson @ usace.a rmy. mi l>
Subject: Follow-up from Meeting
Good afternoon Messrs. McDermott and Taylor,
I also neglected to tell you that the impacts associated with the culvert crossing of Horse Swamp will need to be
provided in acres of impacts instead of linear feet of impact.

Thanks,
Anthony Scarbraugh
Anthony Scarbraugh
Regulatory Specialist
US Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
Phone: [phone]
Email: [e-mail]
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at:
Blockedhttps://namll.safelinks.protection.outlook.com/?url=http%3A%2F%2Fcorpsmapu.usace.army.mil%2Fcm_apex
%2Ff%3Fp%3D136%3A4%3AO&amp;data=04%7C01%7Cjeffrey. mcdermott%40sunenergyl.com%7Cf4f076476a02409a8
40308d8eef2cadl%7C63afOf675d2645c2b54461d0694bf5dc%7CO%7CO%7C637522073868594926%7CU nknown%7CTW
FpbGZsb3d8eyJWljoiMC4wLjAwMDAiLCJQljoiV2luMzliLCJBTil6lklhaWwiLCJXVC16Mn0%3D%7C1000&amp;sdata=aoSeg4
JaICXWCyJ3R% 2BrkrgPW%2B%2BkgB32w716jZBzt%2Fyw%3D&amp;reserved=0
Blockedhttps://namll.safelinks.protection.outlook.com/?url=http%3A%2F%2Fcorpsmapu.usace.army.mil%2Fcm_apex
%2Ff%3 Fp%3D136%3A4%3AO&amp;data=04%7C01 % 7Cjeffrey. mcdermott%40su nenergyl.com%7Cf4f076476a02409a8
40308d8eef2cadl%7C63afOf675d2645c2b54461d0694bf5dc%7CO%7CO%7C637522073868604920%7CU nknown%7CTW
FpbGZsb3d8eyJWljoiMC4wLjAwMDAiLCJQljoiV2luMzliLCJBTil6lklhaWwiLCJXVC16Mn0%3D%7C1000&amp;sdata=MriPD
61nOdDNgBB%2F%2BZPlgv7rtORi rleSgD%2Ba7ug%2BT2k%3D&am preserved=O>
Thank you for taking the time to visit this site and complete the survey.
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.

The Great Dismal"Swam_p RestorationBank, £CC
P. O. Box 6186 Phone [phone]
Chesapeake, VA 23323 Fax [phone]
March 29, 2021
Douglas Taylor
Environmental Specialist
Sun Energy 1
192 Raceway Drive
Mooresville, NC 28117
Project: SAW-2020-01253
Dear Mr. Taylor:
The following price quote is given in reply to your request for the purchase of 0.503 Non -Riparian wetland
mitigation credits (HUC Code 03010205) from The Great Dismal Swamp Restoration Bank - Timberlake Farm. These
credits are currently available from our Timberlake Mitigation Bank.
The cost will be Twenty Thousand, One Hundred Twenty Dollars ($ 20,120.00). This quote will expire on June 30,
2021. You will need to submit to the USCOE the necessary application for said mitigation, and receive USCOE
permission to furnish said required credits from our Timberlake bank.
To complete this transaction, we will require payment in full. Once payment is received, the credit sale will be
reported to the US Army Corps of Engineers. Please provide and/or confirm the following information:
Corps Project #: SAW-2020-01253
Wetland Type: Section 404 Non -Riparian
Permittee Name:
Locality of Impact:
Impacts Anticipated Requirement: 0.503
Impacts Hydrologic Unit Code: 03010205
River Basin:
Mitigation Bank, Permittee, and Consultant agree not to discuss with any other party the details and/or pricing of
this agreement, unless necessary for regulatory matters. Information contained herein shall be held in the strictest
confidence.
Thank you for allowing us to quote this project. We look forward to working with you.
Sincerely,
L1;)
Beverly M. e
Manager — unting / Sales
GDSRB
CC: File

LOW DENSITY STORMWATER PERMIT AND VEGETATIVE SETBACK NOTES:
THIS PROJECT HAS BEEN SUBMITTED FOR PERMITTING TO NCDEQ DEMLR FOR
A LOW —DENSITY STORMWATER MANAGEMENT PERMIT WITHIN THE 20 COASTAL
COUNTIES ("OTHER COASTAL COUNTY WATERS"). REQUIREMENTS FOR THE
LOW —DENSITY PERMITTING OPTION FOR THIS REGION INCLUDE:
a. BUILT UPON AREA (BUA) IS RESTRICTED TO 24% AND REQUIRES
DISPERSED OVERLAND FLOW OF STORMWATER THROUGH VEGETATED
SURFACES. BUA SHOWN ON THIS PLAN IS WELL BELOW THE NOTED
THRESHOLD. ADDITIONAL BUA UP TO THE PERMIT RESTRICTIONS MAY BE
ALLOWED BUT SHALL BE SUBMITTED TO AND APPROVED BY NCDEQ
DEMLR BEFORE IMPLEMENTATION.
b. NEW STORMWATER CONVEYANCE SYSTEMS OUTSIDE OF OVERLAND FLOW
SHALL UTILIZE VEGETATED SWALE WITH SIDE SLOPES OF 3 (HORIZONTAL)
: 1 (VERTICAL) OR SHALLOWER AS SHOWN ON THIS PLAN. THE MINIMAL
USE OF CULVERTS FOR ACCESS IS PERMISSIBLE AS APPROVED BY
NCDEWQ DEMLR AND OTHER AUTHORITIES HAVING JURISDICTION. THE
CONTRACTOR SHALL VERIFY ALL APPROVALS HAVE BEEN OBTAINED.
c. THE CONTRACTOR SHALL REFER TO THE ISSUED STORMWATER
MANAGEMENT PERMIT FOR ADDITIONAL INFORMATION. ANY DEVIATION FROM
THE APPROVED PLAN SHALL OBTAIN APPROVAL BY NCDEQ DEMLR.
. A 50' VEGETATED SETBACK APPLIES TO JURISDICTIONAL STREAMS AS NOTED
WITHIN 15A NCAC 02H.1019 REGULATIONS FOR THE COASTAL COUNTIES. THE
VEGETATED SETBACK SHALL BE MEASURED HORIZONTALLY FROM AND
PERPENDICULAR TO THE TOP OF BANK OF STREAMS, NORMAL POOL OF
IMPOUNDED STRUCTURES AND MEAN HIGH WATERLINE OF TIDAL WATERS.
. THE VEGETATED SETBACK MAY BE CLEARED OR GRADED BUT MUST BE
REPLANTED AND MAINTAINED IN GRASS OR OTHER VEGETATION. ALL EROSION
AND SEDIMENTATION CONTROL PROVISIONS SHALL BE ERECTED PRIOR TO AND
CLEARING OR GRADING.
BUILT UPON AREA IS NOT PERMITTED WITHIN THE VEGETATED SETBACK
UNLESS IT MEETS THE REQUIREMENTS OF G.S. 143-214.7(B2)(2) AND IS
APPROVED BY STATE AND LOCAL PERMITTING AGENCIES. SOLAR PANELS ARE
NOT CURRENTLY CONSIDERED IMPERVIOUS AND HENCE DO NOT QUALIFY AT
BUILT UPON AREA. IMPERVIOUS ITEMS SUCH AS BUILDINGS, COMPACTED
ROADS AND TRANSFORMERS ARE CONSIDERED BUILT UPON AREA AND ARE
NOT PERMITTED WITHIN THE VEGETATED SETBACK UNLESS OTHERWISE
AUTHORIZED AND APPROVED UNDER THE AFOREMENTIONED STATUTE. NO SUCH
APPROVALS ARE INCLUDED WITHIN THIS PLAN.
THIS SOLAR FARM WILL UTILIZE A TRACKING PANEL THAT WILL ROTATE THE
ORIENTATION OF THE PANEL FROM THE EAST TO THE WEST THROUGH THE
DAY TO MAXIMIZE THE CONTACT WITH SUNLIGHT. THE PANEL CONFIGURATION
IS DESIGNED TO ALLOW FOR STORMWATER RUNOFF FROM THE PANELS NOT
TO EXCEED A 10' FALL FROM THE LOWEST ELEVATION (DRIP LINE)
THROUGHOUT THE ROTATION AND PROMOTE DIFFUSE FLOW ONTO THE
VEGETATED SURFACES BELOW. IN MINIMAL CIRCUMSTANCES WHERE THE DRIP
LINE WILL FALL WITHIN A SWALE SLOPE, MATTING SHALL BE USED AND
PARTICULAR CARE SHALL BE TAKEN TO ESTABLISH VEGETATION ON THE
SLOPE. PROPERLY INSTALLED HPTRM'S ARE RECOMMENDED AT THESE
LOCATIONS.
DFL4IN GE NOTES:
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT NC ONE
CALL TO LOCATE UNDERGROUND UTILITIES.
2. ALL STORM SEWERS SHALL BE PLACED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. CULVERTS SHALL BE SMOOTH
INTERIOR, DOUBLE WALLED HDPE WITH GASKETED CONNECTIONS UNLESS
OTHERWISE NOTED. CULVERTS SHALL BE 20' IN LENGTH AND HAVE A
MINIMUM OF 12" OF COVER. SLIGHT MOUNDING OF DRIVEWAY MAY BE
REQUIRED AT SOME LOCATIONS.
3. DRAINAGE STRUCTURES SHALL BE CONSTRUCTED PER NCDOT 840.
4. INSTALLATION OF STORMWATER MANAGEMENT MEASURES SHALL BE IN
ACCORDANCE WITH THIS PLAN AND REQUIREMENTS STIPULATED BY THE
DIVISION OF WATER QUALITY STORMWATER PERMIT.
CONCEPTUAL SITE AND DRAINAGE PLAN NOTES
1. BOUNDARY INFORMATION HAS BEEN PROVIDED BY ROANOKE LAND SURVEYING AS
FOLLOWS:
SURVEY FOR COLICE HALL SOLAR, LLC (SIMONS TRACT), DATED 11/4/2020.
"ALTA/NSPS LAND TITLE SURVEY FOR COLICE HALL SOLAR, LLC (BYRUMS FARM
TRACT), DATED 9/16/2020.
2. TOPOGRAPHIC INFORMATION WAS OBTAINED BY ROANOKE LAND SURVEYING
UNLESS SPECIFICALLY NOTED OTHERWISE.
3. WETLANDS BOUNDARY AND JURISDICTIONAL WATERS INFORMATION HAS BEEN
DETERMINED BY HART HICKMAN AS SHOWN IN "PRELIMINARY WETLAND
DETERMINATION MAP — COLICE HALL SOLAR PROJECT" FIGURE 2 (REVISED
12/21/2020). ALL WETLANDS AND WATER OF THE US SHALL REMAIN UNLESS
OTHERWISE APPROVED BY A NCDEQ 401 WATER QUALITY CERTIFICATION AND
THE USACOE.
4. SITE LAYOUT HAS BEEN PROVIDED SUN ENERGY 1, LLC. THE SITE LAYOUT IS
SUBJECT TO REVISIONS. CONTRACTOR SHALL CONFIRM SITE LAYOUT WITH COLICE
HALL SOLAR, LLC.
5. DRAINAGE INFORMATION SHOWN ON THIS MAP IS CONCEPTUAL BASED UPON SITE
LAYOUT INFORMATION AVAILABLE AT THE TIME THIS PLAN WAS PREPARED. THE
ALBEMARLE BEACH SOLAR FARM WILL BE PERMITTED AND CONSTRUCTED IN
PHASES. REFER TO THE DETAILED "EROSION CONTROL AND DRAINAGE PLAN" FOR
INDIVIDUAL PHASES FOR FINAL DESIGN INFORMATION.
6. SITE COVERAGE FOR THE ALBEMARLE
TOTAL SITE AREA:
LESS OPEN/JURISDICTIONAL WATERS
TOTAL PROJECT AREA:
NORTH STAGING AREA:
SOUTH STAGING AREA:
3 INVERTERS
FUTURE/RESERVED COVERAGE
TOTAL COVERAGE:
POTENTIAL
JURISDICTIONAL
NON -WETLAND
WATERS
VQ • 1•
° •`n Q' a '�'C EX. CULVERT •
•
d • a 52%Z TO REMAIN ' "
. : .Q�1 I c cfl o - •&Q' •1 VI o o "�K •1�'o�'yI:V
v1�e4° a�® / OP c o
n. ev�3ty , Q y� ' /!!!
cb
.W v .Y4 • ►'�-. •JYLL• Q �•
!I ° a oS3 0 oQa��// ..S3 o o� �3
,rL °
0 '' fe,
NR
•
o
*0: b.
Uj� •ao f v /t• e d Q v•4 Q
o p 0 '?5 r. POTENTIAL °o .. . ° • o •. ' ] ♦ . o
Q JURISDICTIONAL ° Q o •Ro p ! ►�
o .•o� 4o15¢ao ..o ° a NON -WETLAND A v d•
PP. �VW ,'' o° 01
b
d� ICJ
a.w.• °.w. • e .wa' l7 s A.
. :"1-7›:•&.1:•1-13...11':%:.
Q• 0
qua°A� ..,. • i `g•�,.o• • . �� v 0 . G • ,$ °..,.•....,�,. 3A q. • • a •..,• • O 4
4 pr 0 c , . IS
p'•• • 4 , WATERS
BEACH SOLAR FARM IS AS FOLLOWS:
10,003,569 SF (229.65 AC)
—56,035 SF (1.29 AC)
9,947,361 SF (228.36 AC)
43,521 SF
32,626 SF
1,200 SF
2,310,019 SF
2,387,366 SF
(54.81 AC) 24.0%
POTENTIAL
JURISDICTIONAL
NON -WETLAND
WATERS
POTENTIAL
JURISDICTIONAL
NON -WETLAND
WATERS
ode::
J ° �
PORTION OF EX. SWALE
TO BE RELOCATED
50.0' VEGETATED SETBACK
(SEE SHEET C301 AND
"LOW DENSITY STORMWATER
PERMIT AND VEGETATIVE
SETBACK NOTES")
. 'o
6' CHAIN LINK -• •
FENCE (TYP.)
SOLAR PANEL
ARRAYS (TYP.)
FENCE GATE \
(TYP.)
SOLAR PANEL
ARRAYS (TYP.)
EXISTING SWALE
TO REMAIN
PROPOSED SOIL
ACCESS PATH
gSt :r`4' .3 g • . \oli o°
'� .. USACOE APPROVAL REQUIRED'
45 --L PRIOR TO INSTALLATION OF 1 "
O,• ACCESS ROAD AND CULVERTS ,ap
.eoo _
LAYDOWN
YARD #1
-°h.
• WETLAND IMPACT g°
'AREA = 14,068 SF
't (0.323 ACRES)
�•:� • If at e_
co
tea.
✓• CHANGE IN COMMUNITY IMPACT
AREA = 21,8938 SF
k$ (\ (0.503 ACRES)
-t - - � \dJ'� -1; -
r47 -
LAYDOWN /l
YARD #1 ,
• - k •
INVERTERS /•
RELOCATE -if) r
..d• SWALE'
.\ .. - x o..d
1111111111111
NVERTERS
(TYP.)
RELOCATED SWALE
POTENTIAL
JURISDICTIONAL
NON -WETLAND
WATERS
NSTALL 5"
CULVERT (20 LF)
PROPOSED SOIL
ACCESS PATH
43
44 py - - POTENTIAL'S4?
JURISDICTIONAL •-
NON WETLAND
WATERSr
` �a•?Vdbg5p
NSTALL CULVERT PER
USACOE APPROVED
DRAWING
6' CHAIN LINK
FENCE (TYP.)
sr :Gt"› -• ' •• ... 7q ..•�. off .
11:
4. •/ gip, 1
o� .10 •� '',.t i, �.
-1 °F k0 roe e/'•, �.
e v 7}1:.'.1,.. 1 a4
42 42a "--- 'o;n a ,m. •;.l O- ' •N.
-V
�CAl a 50.0' VEGETATED SETBACK c .. , �� •. f ".o b
o - (SEE SHEET C301 AND r. .A. lij- ••
i• "LOW DENSITY STORMWATER
'6,T PERMIT AND VEGETATIVE ,,
`42 SETBACK NOTES")
ES")_
°-
Qga .
FINAL DRAWING
NOT FOR
CONSTRUCTION
LEGEND
CONCRETE MONUMENT FOUND
IRON PIPE FOUND
IRON ROD FOUND
PK NAIL FOUND
PK NAIL SET
CALCULATED POINT
PROPERTY LINE/LEASE AREA
RIGHT OF WAY
ADJACENT PROPERTY LINE
EXISTING POWER POLE
EXISTING GUY WIRE
EXISTING OVERHEAD ELECTRIC
PROPOSED TRANSMISSION LINES
EXISTING CONTOURS
EXISTING DITCH
PROPOSED SWALE
PROPOSED FENCE
PROPOSED GATE
PROPOSED SOLAR PANELS
EXISTING TREELINE
PROPOSED TREELINE
POTENTIAL JURISDICTIONAL
STREAM (OUTLINE)
JURISDICTIONAL WETLANDS
SURVEYED (POTENTIAL)
GRAPHIC SCALE
200 0 100 200 400
(IN FEET)
1 INCH = 200 FT.
E
0
N o ti
a6 •o aa)
0 Y Nm U -g ' -C
..0 ° a) Ern.aII:66.
(1) N NE v)Z w a)= 7
o .L U a) N m 0 Q Q 2 .'
QUrn(13 Zv 6 D o. �.o
O6 =N. a) N N}J (6
a)wr)=1O^E E~ aa))a
N J
ai N O '5 � _ .- O W .(t1
E m a) ui Q o •a 0_ 5 `o
Ln Ci L •cX6 3 • N L CC co y 4
a�a:Yo_IL 3� 1-0_a B m
SCALE:
1 "=200'
PROJ. NO. 08499A

4
\Active Projects\08499 — Colice Hall, AHoskie\Cadd Files\08499A — Sheets.dwg, 3/29/2021 3:52:01 PM
18" HDPE
CULVERT (40 LF)
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
r
0
///
//
/
/
/
/11/ /
I II l l
I I�
p(p
LIMITS OF
POTENTIAL
WETLANDS
//
0
of /
REE REMOVAL AREA----LAO
(SEE SHEET C111)
WETLAND IMPACT
AREA = 14,068 SF
(0.323 ACRES)
\
\
/jj �. , r /, , ..� r ... " . , � .. , r r r r .:�: " r . �D' . r " r " . , r\r " . , r " r " r , r r r. .. . . , rir " . , r ... " . " . , r " r ... .. ; // � , •r r r • r r r r ,• r " r " " r " r r I r r i i .
/r r r� r'' �" r r r' r {r r r r r r r r r r r r r r� r r r ri r r r r r r O r r r r r r r r r r r r r r r�j r rU✓� r r r r �r r r r r r/� r r,O r r r r r r/r r,� r r r r r r r r r r r r r r r 0 r r r
r?` i / i��►► r� r r r r r r r r r r r r r r r r r r r r.' !r r r r r r r r r r r r r r �; r r r r r r r r r r r r r r r r r r r r r' �i►► r r
r r O` r r rxxxr r r r r,/r r r rr r r� r r r r r r r NA r r��r r r I/ r r r r r r r r r r r r r r r r r .xv\
f!II� I / /�' :r7-r-cr =i ",sk.. ".. f1.,r ..�L,. ..a l�...� ..,r .. ..\. �/• 1��Jl..,r ".,r "..::-/`', r��`"r ".., .,r "'/
wski LI
- SOIL PATH7:4
vi
/
D
GRAPHIC SCALE
0 10 20
•K),
40
(IN FEET)
1 INCH = 20 FT.
•
Q
PROPOSED
OVERHEAD
POWER LINE
9
WETLAND IMPACT AREA
CHANGE IN COMMUNITY IMPACT
AREA = 21,8938 SF
(0.503 ACRES)
\\♦ \\\
' ."..1:016i,s117k
•
Ala
ik
NWOIMMIIM•e- •••_ IMP
'e-7-
•
•
(2) 60" HOPE
CULVERT (50 LF)
INV. 35.2' NW
INV. 35.1' SE
\c)
\
\
\
\
r r
\
WIC
SOIL PATH
112
LIMITS OF
POTENTIAL
WETLANDS
vrAmwitik
litrArn
ILTSWI a
/ \\A\
I I M \
y� \
+0
t)
FINAL DRAWING
NOT FOR
CONSTRUCTION
-4
0.
z
w
a
CENTER OF GRAVEL
ACCESS PATH
Lto
0
r
_
J
z
Cg )
tX. SOIL
MAINTENANCE
PATH
-...—
I---...
\
\
\
EXISTING
SWALE
/
18" HDPE
CULVERT
(40 LF)
\
/
\
/
/
\
\
1
(2) 60" HDPE
CULVERT (50 LF)
INV. 35.2 NW
INV. 35.1 SE
0LO
10+00
11+00
12+00
13+00
WETLAND IMPACT AREA PROFILE
SCALE: 1" = 20' H
SCALE: 1" = 2' V
14+00
15+00
16+00
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
16+25
Environmental - Land Plan
0)
a)
vi N
,14
Z
0
DESCRIPTION
w
0
03.29.2021
z
HERTFORD COUNTY
AHOSKIE TOWNSHIP
N
0
CO
0
0
SEE NOTES
SURVEYED:
0
w
z
V)
w
0
0
w
0
w
S
0
SCALE
1 "=20'
C501
PROJ. NO. 08499A

SEEDING SCHEDULE
APIIL 1- MAY 1S PERVANSVT SEEDNG
SPECIES
K-31 FESCUE
COMMON BERMUDAGRASS
WINTER RYE GRAIN
RATE
3 LB/1000 SF
1 LB/1000 SF
3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
MAY 15 - JILT PERMANENT SEEDING
SPECIES
K-31 FESCUE
COMMON BERMUDAGRASS
GERMAN MILLET
RATE
3 LB/1000 SF
1 LB/1000 SF
3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AUGUST 15 - APPIL * TEMPORARY SIBBDIVG
SPECIES
K-31 FESCUE
WINTER RYE GRAIN
RATE
3 LB/1000 SF
5 LB/1000 SF
SOL AMISMDY NT
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500
LB PER ACRE OF 10-10-10 FERTILIZER.
MULCH
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.
MAINTENANCE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
SEDIMENTATION AND EROSION CONTROL NOTES:
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
FRAME
STABILIZATION TIME FRAME
EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES AND SLOPES
7 DAYS
NONE
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1
14 DAYS
NONE (EXCEPT FOR PERIMETER
AND HQW ZONES)
10.0'
85.0' TOTAL LIMITS OF DISTURBANCE
18" NCDOT CLASS I
RIP -RAP OVER
GEOTEXTILE FABRIC
(2) 60" HDPE
INV. = 35.2'
15" NCDOT CLASS I
RIP -RAP OVER
GEOTEXTILE FABRIC
INSTALL CULVERTS
12" MIN. BELOW
EXISTING SURFACE (TYP.)
110
vUv -
12" MIN.
COVER
50.0'
17.0'
GRAVEL ACCESS PATH
SLOPE TO FOLLOW
EXISTING GRADE
6"-8" AGGREGATE BASE
GEOTEXTILE OR GEOGRID
(IF NECESSARY)
25.0'
LIMITS OF CLEARING AND GRUBBING
("WETLANDS IMPACTS")
8" MAX —
14.5'
(TYP. U.N.0.)
OVERHEAD
POWER POLE
ACCESS PATH (THRU WETLANDS) DETAIL
NTS
17.0' GRAVEL
ACCESS ROAD
A
(2) 60' HDPE
CULVERTS (50' LENGTHS)
DIRECTION
OF FLOW
• • • • • • • • • • • • • • • • • • • • • • • • • • • • •
MOUND AS NEEDED TO
PROVIDE 12" MIN. COVER
SELECT BACKFILL
(NCDOT CLASS II OR III)
A
CULVERT INSTALLATION (HORSE SWAMP)
NTS
PROPOSED GRADE .
OF GRAVEL ROAD AT
DITCH ELEV. = 43.5'
FILL PER GEOTECHNICAL
RECOMMENDATIONS
ovo_t"_ff\a_restet50,,waletrawsarmarWSWAWZMNAWANAWAWALWAWZMWSWOMORINVALTIATOW.‘
// // // / // // // // 'fie / / /
V‘,.\\\NN.\.\.1Nlrsrr Ar
/ // // // //
\\\j\\j\\j\\j\/ DITCH BANK j\\j\\j
i\/\/\/\/\/\/\/\/\/\/\/\/\/\/� F �1 I I�f �II �I�f �1 f �I�I Ilf �If �I�f �1 f �I�f �A,/ //\
I.D. / 6
(6" MIN.)
NCDOT CLASS III OR CLASS II, TYPE 1
(COMPACT AFTER PIPE IS SET, PRIOR
TO PLACING ADDITIONAL FILL)
SECTION A —A
NTS
SPRINGLINE
REMOVE MUCK, IF PRESENT. PLACE SELECT
BACKFILL (NCDOT CLASS V OR VI) WRAPPED IN
GEOTEXTILE, THICKNESS VARIES WITH FIELD
CONDITIONS, CONSULT WITH ENGINEER.
2:1 OR FLATTER
SIDE SLOPE
(2) 60" HDPE
INV. = 351'
_EXISTING
GRADE
20.0'
TEMPORARY
COFFER DAM
(IF NECESSARY)
15" NCDOT CLASS I
RIP -RAP OVER GEOTEXTILE
30.0'
40.5'
TREE REMOVAL - NO GRUBBING
("CHANGE IN COMMUNITY IMPACTS")
FINAL DRAWING
NOT FOR
CONSTRUCTION
Environmental
J
m —
o CO
"
m
Q U 0)
��rn
° ran)
E
1O
a��
REVISIONS
DESCRIPTION
W
0
03.29.2021
O
Z
J
H
W
0
Z
w
w
U
U
HERTFORD COUNTY
AHOSKIE TOWNSHIP
N
0
N
w
O
N
O
SEE NOTES
0
rn
co
O
SURVEYED:
DESIGNED:
cc
SCALE:
1 "=20'
WETLAND IMPACT
CULVERT INSTALLATION DETAIL
NTS
C502
PROJ. NO. 08499A