20151065 Ver 2_Mitigation Information_20220706

Strickland, Bev
From: Conchilla, Ryan
Sent: Wednesday, July 6, 2022 11:41 AM
To: [e-mail]
Cc: Jim Mason
Subject: HE-0005 PTI Airport Project
Attachments: HE-0005_HYD_Buffer_Impact_Drawings.pdf; Pages from BOOM_Updated JD Package_
05012022.pdf
Nancy,
Thank you for sending the information below. In response to your questions, traditionally impacts that just clip the
buffer around the top of a stream origin are identified as a crossing, not parallel impacts. For those proposed buffer
impacts, practical alternatives should be provided for review and further justification.
Further information regarding Stormwater management will also be required per the buffer rules.
Buffer Impact Drawing Comments:
The impact drawings include details for Site 1 (page 4), but not the second proposed bridge (page 5) crossing stream SD
near wetland WO.
On page 4, Stream SA (intermittent) is depicted in the northwestern portion of the site, the TOB should be connected
with corresponding buffers to document proximity to E&SC measures.
Let me know what additional assistance is needed.
Ryan Conchilla, PWS
Environmental Specialist II
401 and Buffer Transportation Permitting Branch (DOT Divisions 7+8)
Division of Water Resources, NC Department of Environmental Quality
[e-mail]
From: Nancy Oberle <[e-mail]>
Sent: Thursday, June 30, 2022 1:35 PM
To: Conchilla, Ryan <[e-mail]>
Cc: Jim Mason <[e-mail]>
Subject: [External] HE-0005 PTI Airport Project
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hi Ryan,
We are preparing to submit a buffer authorization for NCDOT's roadway project at PTI Airport for the Boom
manufacturing site (HE-0005). The project is expected to have no impacts to streams or wetlands, but there will be some
impacts to riparian buffers (see permit drawings attached). The project is located in the Jordan Lake watershed. We are
wondering whether DWR will categorize these impacts as either roadway or parallel impacts. Depending on how it is
categorized will tell us whether mitigation will be required.
If you can help us determine how to proceed, it would be much appreciated.
i

Thanks,
Nancy
Nancy Scott Oberle
Three Oaks Engineering
324 Blackwell Street, Suite 1200
Durham, NC 27701
919-732-1300 - office
919-900-6535 - direct
[e-mail]
www.threeoaksengineering.com
2

09/08/99
gs\Boom_hyd_permit_buffers_tsh.dgn
PROJECT: HE-0005
See Sheet I For Index of Sheets
See Sheet 18 For Conventional Pion Sheet Symbols
L
OA1C,RIDGE
POP.'7,488
Piedmont Triad
International
Airport
BEGIN
PROJEC
END -
PRO ECT
GREENSBORO ,
CITY LIMITS
Guilford
N
VICINITY MAP
BEGIN TIP PROJECT HE-0005
-LRT- STA. 11+ 85.00
ATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
GUILFORD COUNTY
—LRT—
SR 1695
REGIONAL RD.
A PORTION OF THIS PROJECT IS WITHIN THE GREENSBORO MUNICIPAL BOUNDARIES
LOCATION: ACCESS IMPROVEMENTS FOR BOOM FACILITY
ALONG INTERSTATE 73 ON THE NORTH SIDE
OF PIEDMONT TRIAD INTERNATIONAL AIRPORT
TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES,
SIGNING, CULVERTS, AND RETAINING WALLS
CLEARING ON THIS PROJECT WILL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
BUFFER IMPACTS PERMIT
BEGIN BRIDGE
-Y1- STA.11+54.44
GREENSBORO CITY LIMITS--,
-Y1- STA. 13+40.13
END BRIDGE
-LRT- STA. 35+17.03
BEGIN BRIDGE
-LRT- STA. 33 + 76.97
THIS IS A PARTIAL CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS SHOWN ON THE PLANS
END TIP PROJECT HE-0005
-LRT- STA. 86 + 41.93
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
HE-0005
1
STATE PROI.NO
F.A.PROLNO.
DEBCRPTION
50338.1.1
PE
50338.2.1
RN/
50338.2.2
UTIL
50338.3.1
CONST
BUFFER DRAWING
SHEET 1 OF 6
AidritViv
PRELIMIINARY PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
J
GRAPHIC SCALES
50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
11I11 \�
PROFILE (VERTICAL)
DESIGN DATA
ADT 2022
ADT 2042
K
D
T
V
= X
X
X %
= X %
X % *
40 MPH
* TTST =X DUAL X
FUNC CLASS =
MINOR COLLECTOR
REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT HE-0005 = 1.385 MILES
LENGTH STRUCTURES TIP PROJECT HE-0005 = 0.027 MILES
TOTAL LENGTH OF TIP PROJECT HE-0005 = 1.412 MILES
PROJECT LENGTHS BASED ON -LRT- ALIGNMENT.
M
MOTT M
MACDONALD
Prepared in the Office of:
3621 Purley Rd., Suite 115
Fuquoy-Varine, NC 22526
[phone]
[phone] (Fax)
License No.F-0669
www moumac.coMamencas
2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
XX XX, XXXX
LETTING DATE:
xx xx, xxxx
DAVID C. WALLER, PE
PROJECT ENGINEER
JEFFREY R. COOKE, PE
PROJECT DESIGN ENGINEER
BRIAN KETNER
NCDOT CONTACT - DIVISION 7
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:

LCI
z
N
RETAIN
RETAIN
TOE PROTECTION
ji/ \,, i pWT 0- - - - SEE -DITCH -DETAIL
/j _----a------- 2• oN -1 ' EARTH BERM, SEE
// / - DITCH DETAIL
_ ,FG-
////////--
/-/
//
/ NOU_ i
POT Sto. 10+00.00
lEGIN CONSTRUCTION
POT Sta. 10+25.00
-DRI- PC
PIEDMONT TRIAD
AIRPORT AUTHORITY
' DB 7857 PG 945
-DRI- PT Sta. 11+93.76
SPEC. LAT ' l ITCH
SEE DITCH . TAIL
Sta. /1+5/.36
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 8067 PG 717
RCP -IV
\5i2,
TIME WARNER CABLE
SOUTHEAST LLC
DB 7403 PG 2638 -
PB 133 PG 34 RETAIN -.
ii c7
30" RCP -IV
2G
���/'73 NB( I
I �� 0 L 1 bIF 00 � � __ -'y M BRY,a/y BLVD -
BL
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SEE DITCH DETAIL
�gr1
ftit
feao6�-���ai� ��-n�•-"� .. WiCL B RIP RAION
��-� SEE DITCH DETAIL
1:411r).47-
` L.�
t wc;8 a, ENDWALL �
CHANNEL
IMPROVEMENT
SEE DETAIL
JURISDICTI. AL
STREAM
-LRT- PCC Sta. 23+38.08
- DRI- POT Sto. /2+17,98
- LRT- POC Sta. I7+77.45
CLASS 'B' RIP RAP
EST. 3 TONS
10 SY GEOTEXTILE
2' LAT BASE DITCH
SEE DITCH DETAIL
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 7857 PG 945
-LRT- PCC Sto. 15+04.1�
-LRT- PC Sta.13+49.12
-LRT- PT Sta. 24+93.07
SITE 1 - SEE ENLARGED
AREA SHEET 4A
PIEDMONT TRIAD
AIRPORT AUTHORITY
DB 5042 PG 1643
BEGIN PROJECT HE-0005
-LRT- PC Sta. 11 + 85.00
GRAPHIC SCALE
PLAN VIEW
18" W2
ELBOWS
CLASS 'B' RIP RAP
EST. 3 TONS
10 SY FILTER FABRIC
PC Sta. 27+67.72
PI Sto 14+26.68 PI Sto 22+63.23
A = 5' 55' 12.4' (RT) A = /27' 25' 18.4" (RT)
D = 3' 49' 11.0" D = /5' /6' 43.9°
L = /54.99' L = 833.97'
T = 77.56' T = 759.12'
R = 1,500.00' R = 375.00'
-LRT-
PIPl Sto 29+34.32 Sto 33+50.69
A = /3° //' 54.5" (RT) A = l9' 47' 41.7" (LT)
D = 3° 58' 43.9" D = 3 58' 43.9"
L = 331.7/' L = 497.50'
T = 166.59' T = 25/25'
R = 1,440.00' R = 1,440.00'
Pls Sto /5+72.67
es = 731'21.9"
Ls = 250.09'
LT = 166.73'
ST = 83.37'
PI Sta 11+73.93
= 48' 35' 02.0" (RT)
D = 114° 35' 29.6"
L = 42.40'
T = 22.57'
R = 50.00'
PROJECT REFERENCE NO.
HE-0005
kW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MOTT MACDONALD 8 E, LLC
LICENSE NO F-0669
"TT MACDONALD 8 E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
OR of:
IVI 76 1 PurfoY Rd. Su to 1,5
M F u. o„moc. NC 27526
M6CODN6LD ma. oMom",iws
BUFFER DRAWING
SHEET 2 OF 6
PROP.2'-6"
C&G
-LRT- PRC Sta. 30+99.44
P/ Sto 24+15.65
= 5° 55' 12.4" (RT
D = 3° 49' 11.0"
L = 154.99'
T = 77.56'
R = 1,500.00'
LEGEND
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
FOR -LRT- PROFILE SEE SHEET 11
FOR DITCH DETAILS, SEE SHEETS ? THRU ?

0
01
0
U
m
a
POT -Sto. /0+OOL00
IEGIN COA1ST,Q6CTION
- POT Sta'\ l0`t25.00
DF I PC; .Std. /1+5/.36
-q45'
\PIEDMON'I-IRIAD
`I AIRPORT AUTHORITY
613 8067 PG 717
SPEC/LAP 'V' DITCH
'SE'DITy'H DETAIL 1
I I
PIED ON11 TRIAD
edIRPORT AUTHORITY \
DB'7853 PG 945
I ,
Sto:7/+^3.7.'
TIME WARNER CABLE
„'SDUTHEASLtt
DB7403 B6 2638
PB113$PG 34 RETAIN.
\ '
\
I
I
;-LRT-: PC Sta. �3+49°l2
I
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\ \ \ \ \\�
COLTAR-�-FSCTEND �'�� L TS S
d lFfiilS"QfQ ���-
Pam\ \ --__-- 1
-LRT -
Pi, ›%� PI Sto 14+26.68 PI Sto 22+63.23 PI Sto 24+15.65
' `, A = 5' 55' 12.4" (RT) A = 127' 25' 18.4" (RT) P = 5° 55' /2.4" (RTI
D = 3' 49' 11.0" D = /5' /6' 43.9° D = 3° 49' 11.0"
L = 154.99' L = 833.97' L = 154.99'
T = 77.56' T = 759.12' T = 77.56'
• R = 1,500.00' R = 375.00' R = 1,500.00'
-LRT-
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MOTT MACDONALD & 69 E, LLC
LICENSE NO. F-06
"TT MACDONALD 8 E, LLC
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-- IOE PRO1fbN Prepared in the
W,CL B RIP RAC--- <Q of:
y SEE DITCIi DETjL __--
5 -FI11 4
%�%. BUFFER
18" W/2 - F
ELBOWS -
\ s" CLASS-'B' RIP RAP
`EST. 3 TONS
\ 10 SY FILTER FABRIC
\`Isz
Q
I------",n'� --
53U4' PG' 2780
-LRT- PRC Sta.,30+99.44
M
M 7621 PorkyaRd, NC Suie 115,
MOTTF V99m nno`, 27526
MACDONALD o ma sombm"riws
_____-925-.'________ --.
`I 13 4IIN,' PR©JEri, If4 o0i
;—LRT-11 RC, $ta. 1 + 85.OQ
I I I 1 \`\ \ 1 \1
I I
1 I,
I , I
100'
1
•
0'
GRAPHIC SCALE
PI Sto 29+34.32
= /3° //' 54.5" (RT)
D = 3° 58' 43.9"
L = 331.7/'
T = 166.59'
R = 1,440.00'
-EL-
Pls Sto /5+72.67
es = P3/'2/.9"
Ls = 250.09'
LT = /66.73'
ST = 83.37'
1 I
1 ` \1
I '
100'
P1 Sto 33+50.69
A = /9' 47' 41.7" (LT)
D = 3° 58' 43.9"
L = 497.50'
T = 25/25'
R = 1,440.00'
-DRI -
P1 Ste 11 +73.93 ' 975
A = 48' 35' 02.0" (RT)
D = 114' 35' 29.6"
L = 42.40'
T = 22.57'
R = 50.00'
910'
200' -
a�4 E \
Za'oo,
LEGEND
Xoto
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
FOR —LRT— PROFILE SEE SHEET 11
FOR DITCH DETAILS, SEE SHEETS ? THRU ?

PROJECT REFERENCE NO. SHEET NO.
HE-0005 4A
TOE PROTECTION W'PSRM-
SEE DITCH- DETAIL
EARTH BERM, SEE
DITCH DETAIL
2GI(A)
30" RCP -IV -
1'
66" RCP -IV%
T FO
TOE PROTECTION
CB
--A
ENLARGED PLAN SITE 1
GREU TL-2
ENDWALL
CHANNEL
IMPROVEMENT
SEE DETAIL
BEGIN
LEGEND
\\\\\\\`
\�\\\\\'
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
RAY SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
MOTT MACDONALD & 9' LLC MOTT MACDONALD 8 9' LLC
LICENSE NO. F-0669 LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
M 76 1 Purloy Rd, Suite 115
66 TrFoquay-Varina, NC 27526
MACDONALD ww.v.monmac.coMamericos
BUFFER DRAWING
SHEET 4 OF 6
40' 0' 40' 80'
■ ■ ■ ■ ■
■ ■ ■ ■ ■
GRAPHIC SCALE

PROJECT REFERENCE NO.
HE -0005
SHEET NO.
4A
_ 1:--
TOE- PROTECTLON_- _S&A__-_-F.-------- — —
[�ITCI DST, IL _____=________ T-E-_------EC_TC0-------------------------- --
-T -- -EARTH-8E18h, SEE :_ �c I� >�; _ _ - _
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ENLARGED PLAN SITE 1
NDWAL
II
CHANNEL
IMPROVEMENT
SEE; DETAIL
II
LEGEND
40' 0'
■ ■ ■ ■ ■
■ ■ ■ ■ ■
GRAPHIC SCALE
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
RMI SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR R/ W ACQUISITION
MO, MACDONALD 18 E LLC MO, MACDONALD 1 & E, LLC
LICENSE NO. F-0669
LICENSE NO. F-0669
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the
Office of: M
MOTTM7621 Purim, Rd, Suite 115
Fu9uay-Varian, NC 27526
MACDONALD www.moXmac.conVamerimz
BUFFER DRAWING
SHEET 5 OF 6
80'

Revised
RIPARIAN
BUFFER IMPACTS SUMMARY
IMPACTS
BUFFER
REPLACEMENT
Site
No.
Station
(From/To)
Structure
Size /Type
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
I
1
-LRT- 21+62 TO 23+28 RT
54" RCP to 66" RCP Outlet
x
2301
3186
5487
I
TOTALS*:
2301
3186
5487
0
0
0
0
0
NOTES:
2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
June 6, 2022
GUILFORD COUNTY
HE-0005
WBS # 50338.1.1
SHEET 6 OF 6

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Date:
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Scale:
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Job No.:
22-107
Drawn By:
NDH
Checked By:
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