SW8091108_HISTORICAL FILE_20200512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW$s���4
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE GL
YYYYMMDD

Stormwater Management Narrative
prepared for
FY16 P-1280B Birch Street
Road Improvements
Camp Lejeune, NC
Project No. 1374744
Technology/Telecommunication Complex
Modification for Stormwater Permit
SW8-091108
5/4/2020 ECEIVIE
MAY 0 5 2020
prepared by: BY;
Burns & McDonnell Consultants, Inc.
Chesapeake, VA
2 �, (�
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TABLE OF CONTENTS
Pape No.
1.0 STORMWATER MANAGEMENT NARRATIVE................................................1-2
1.1 References............................................................................................................1-2
1.2 Design Approach................................................................................................. 1-2
APPENDIX A — STORMWATER PERMIT BOUNDARY EXHIBIT & PLAN
SHEETS
APPENDIX B — USGS MAP
APPENDIX C — DESIGN VOLUME CALCULATIONS
Burns & McDonnell

1.0 STORMWATER MANAGEMENT NARRATIVE
1.1 References
• UFC 3-210-10, Low Impact Development, with Change 1, 01 February 2016
• "Technical Guidance on implementing the Stormwater Runoff Requirements for Federal Projects
under Section 438 of the Energy Independence and Security Act (EISA 438), I)ecember 2009
• North Carolina Department of Environmental Quality (NCDIIQ) Stornnvater BMP Manual, 2018
edition
• North Carolina Administrative Code Section 15A NCAC 021-1
1.2 Design Approach
The high -density Technology/"i'elecomrmunication Complex Permit, number SW8-091 108 involves
additional turn lanes and improvements to the receiving lanes at the intersection of Birch/Cross Street and
McHugh Boulevard. This intersection will also receive a new traffic signal. The existing permit, based on
original permit documents provided by DEQ, show the permit area to be 1,025,405 SF (23.54 AC) with
460,171 SF (10.56 AC) of impervious area. To accommodate the proposed roadway improvements, the
permit boundary will be modified by removing existing impervious area from the permit area and adding
new impervious area associated with the widening. This is accomplished by adjusting grades and adding
catch basins to direct runoff away from the permit area so to avoid negatively impacting the existing sand
filter cell along Cross Street (Area i ), bioretention cell along McHugh Blvd. (Area 2), and sand filter cell
along Cross Street (Area 3). Per North Carolina Administration Code Section 15A NCAC 021-1
. 100 1 (1)(c)(ii), the area removed from the permit boundary will be incorporated into Camp l,ejeune's
linear roadway improvement projects and will be regulated in accordance with Camp Lejeune's MS4
permit. As such, runoff from this removed area will be conveyed via roadside vegetated swales with side
slopes no steeper than 3:1.
Since the contributing drainage areas are being modified, new design volume calculations were performed
for the 1.5" design stonm. In order to show that these existing best management practices (BMPs) will not
be negatively impacted, the new design volumes were confirmed to not exceed the available volumes in
each 13MP based on that BMP's design.
Areas along Cross Street (Area 1 and Area 3) and an area along McHugh 130ulevard (Area 2) will be
modified as demonstrated below:
Burns & McDonnell

Total Existing Permit Area: 1,025,405 SF (23.54 AC)
Total Existing Impervious Area: 460,171 SF (10.56 AC)
Cross Street Modifications, Area 1 (Sand Fitter Basin 12)
Area Removed from Permit -Area 1: 4,415 SF (0.10 AC)
Impervious Area Removed @ Area 1: 1,935 SF (0.04 AC)
Impervious Area Added @ Area 1: 1,760 SF (0,04 AC)
Net Impervious Area Removed: 175 SF (0.00 AC)
Drainage Area for Sand Filter Basin 12
Existing Drainage Area = 1.30 Acres Proposed Drainage Area = 1.199 Acres
Existing Site Coefficient = 0.61 Proposed Site Coefficient = 0.61
Existing Impervious Area = 0.62 Acres Proposed Impervious Area = 0.616 Acres
Provided Volume = 3,169 CF New Adjusted Design Volume = 2,512 CF
McHugh Blvd Modifications. Area 2 (131oretention Basin 2)
Area Removed from Permit -Area 2: 8,425 SF (0.19 AC)
Impervious Area Removed @ Area 2: 7,468 SF (0.17 AC)
Impervious Area Added u? Area 2: 3,785 SF (0.09 AC)
Net Impervious Area Removed: 3,683 SF (0.08 AC)
Drainage Area for Bioretent.ion Basin 2
Existing Drainage Area = 1.60 Acres Proposed Drainage Area = 1.407 Acres
Existing Site Coefficient = 0.51 Proposed Site Coefficient = 0.48
Existing Impervious Area = 0.52 Acres Proposed Impervious Area = 0.448 Acres
Provided Volume = 3,580 CF New Design Volume = 2,521 CF
Cross Street Modifications, Area 3 (Sand Filter Basin 10)
Impervious Area Added @ Area 3: 539 SF (0.01 AC)
Drainage Area for Sand Filter Basin 10
Existing Drainage Area = 3.13 Acres Proposed Drainage Area = 3.13 Acres
]Existing Site Coefficient = 0.77 Proposed Site Coefficient — 0.77
F.xisting Impervious Area = 2.24 Acres Proposed Impervious Area = 2.25 Acres
Provided Volume = 13,563 CF New Adjusted Design Volume = 8,922 CF
Burns & McDonnell

Total Net Impervious Decrease
Modified Total Permit Area:
Modified Total Impervious Area:
3,319 SF (0.08 AC)
1,012,565 SF (23.25 AC)
456,852 SF (10.49 AC)
Burns & McDonnell

F
1 { J
t . . . . . . . . . . . . . . �: I Lec�am E
LT
. • . . . . . . . - • S..�lii
---- .- �,; SAND FILTER BASIN 1 eu�AE+uuvEn
•�`- e. _.. F DA• 2.61 ACRES
_ TC•12 UIN pEFwIT eUamv[Y
-'"� •,' S- •`'- _ - - -_-_- $AP COVER- 1.06 AC Fk
- _ '�IMn�RTER N L- _ - ; l� OENUTES 1
........ cA.�-wwaFFr�as �caca.. •.._. Fir - r INFORMATION r<
_Tit-.w�----- - - - - --- -- ! '�• .,..;: •':,.I: NOTE
• - - - - .;� ,; + THE BASE MAP18 THE '
••\,, I _ __ - - - • AiPROVEO PLAN
N RWFFIOFROM SWB.O911ad .
�•� •l __- - _ I k SAND FILTER BASIN 3
1`III DA• 4.24 ACRES
RAP COVER- 2.16 AC
IMP
a•• , i `� ti`• : • ! '-SUMM WY OF PERMIT MLRRFIi.ATID119'TECH CD4TM ORIGINAL . :
8W PE MOLPiLRY •a `• a{]* •aw` •T' A 'L^ 4-- r�. - 7 TOTAL fPZTING PERMIT AREA; 1.Q25.iW 8f 123 bF ACI
-Sw-ol"mir`•\• •fig- ,, rv� 1» .c'- -. _ ~.y- TOTAL Em9TWIC OWERVKM MF.ti AW.1718F110.5bAC)
AREA REMOVED PROM PERMIT. 4,4165FMAIIAC)
WIPERNCWS AREA REMOVED. 1.9068F AI WAC) ♦$UkNS
11APERVIOUSARMADDED I.Tca SF la a AC) ` i]Oi LL
••� '. NET "-EAV UUU DECREASE EF AREA T 1TS SF ISBa AC)
- ei ♦ � 11asE,EcuFAha•n
CA I KW AY" SUITE Ill
• +•4,`F,' , •.i _ o Y , Q ARF�REMOVED FROM PERMMT- 8.A25 SF I0 ,9 ACI OI�SAPEN�VAa3m
,',•,Y, ^� n MWERVlOU6 AREA 4WOVELI TAa05F to.]7AC1
a`'•l,',• -'YANSTIGJI."T CATpI MA I M/'9EVIOUS AREA ADDED. 7,r65 BF SO.09 ACI
\a
DYER ExIS1WG• A'FU.. R I NETIEIPE Y DUS DECREASE IN AREA 7 166] SF O.DI AC
1 4 1
,• '`` ,, a.vD plfT OF PERLkT ARFAFILTER MN 13 RETIYTT MODfFIGT%Ri AREA3
OA•0.35 ACRES S83FW al AC1
SAID FILTER -�' ♦�,•� .J •'•AD[Yflitlk•1 ,MFEIY'v, Tc•S I/M
bus PLOEO+ TVTAL NET YPERMpl13 OECRce¢r• 1•z.1 3.319 SF OD6 AC
_ _ t•0.65 I r I 1
S1 ` _ , 15,Ct .Eller D E�wra k� _ �t�' :'�; YP COVER• 0-19 AC Tc•B �W a,.:�'1, 1',` _ - MaOFA:EITQTU PER►iT ARFA. Iofi.SBB SF l23�3 AC) �
C •0.52 _ vv • . i + 1 - YOp FEp TpTA Y�EYtV1OUS AREA A60JW 8F 11aA9 AC) „tee
UP COVER•0.30 AC , �,`..; :�'�: ;� ! ; — _ - � egRETEN TjA$!1 2
OA-1.50 ACRES
r C-0.51
SAND FILTER BASIN 6
CTC•' -:r gRV COVER- 0.52 AC
DA•t 12 ACRES T.c,a=p91A�nTNREA.BA6Lr 91rAls rsra7ww yF
rawROM 5A iLS8 ausAc+Es•0552N l�DTLNE
AP.COVER•0.36 AC v�isrAEw p4ACREz4
$
{ Tc•8 UN
-caFSTRucT wRSA� wo uwE of - C• 0.34 z ~z S
Pwr REwaoR SDE a�wN PL w INP COVER • 0.54 AC Q v31u
it is »wIEAa U;
y+,r. ♦�. 1. wrEawoDB AAEA ADDID To —ARiAx nGl �Ric
ff
U- ~• PERMT •EST SF �+WM•ERYIWSAAFA ADOFJ IIr N g
B+L9w 9 L -RCVWEU aERwTLWE s' PERW-].MSF — D71
•' •:• y� ..Is S: AEN CD FRO,, SAND FLIER MIN10 % 8" ii
•� r, -: DA-3.13 ACRES
ADa noNA. wPERvmwsAooEo Tc•B WN a
XITSIDE REVISED PERN11T AREA C•0.77 \� F a0
_ - m���w •».♦- a I' .I Affl COVERS 2.24 AC `
., r` �wP}TiVIDu5 AREA Rk NDVFD LRUM "'SA1O rLTiRBASW,a MODIFIArI V �}
••` • PERMI+ 1 9]5 SE - `I, yWAFAE3rc ll
1 SAND FILTER 8 +..���-\ j' ,j C•, IT
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V? CURVE 1
6-a r lr8 845"
1 R•IT00.00
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VOLUME• 1143. 53M
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GENERAL NOTES
I. SEE SHEET C-001 AND C-002 FOR
`b
CIVIL NOTES AND LEGEND.
Z SEE SHEET CP200, CP211..n CP212
a
FOR ROADWAY PROFILES.
3. SEE SHEET CMI00 FOR PAVEMENT
MARKfNG ANO SIGNING.
u. SEE SHEET CU20O FOR DEMOLITION
AND REMOVAL REMS_
5. SEE SHEET CC200 FOR EROSION
AND SEDIMENT CONTROL PLANS.
5. SEE SHEETS CZ100 TO GZIM FOR
1
SIGNAL PLANS AND DETAILS.
r
T. SEE SHEET C-014 ANC)"tS FOR
STORM DRAINAGE STRUCTURE
iA
SUMMARY.
SEE SHEET C-M TO C-022 FOR
•�'
i
SURVEY CONTROL AND BASELINE
GEOMETRY,
9. SEE SHEET CP701 FOR
INTERSECTION DETAL10.SEE SHEET CP400 FOR O EWAY
m
PROFILES
WORK NOTES
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■
■
■
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GENERAL NOTES
1, SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES ANC LEGEND.
2 SEE SHFFT CP2,. FOR ROADWAY
PROFILE.
0. SEE SHEETCMI II FOR PAVEMENT
MARALVG AND SIGNNG.
4. SEE SHEETGD211 FOR DEMOLITION
ANO REMOVAL 1 T S.
5. SEE SHEET CC211 FOR EROSION
AND SEDIMENT CON7ROL PLANS.
O. SEE SHEETS CZIO1 TO CZ207 FOR
SIGNAL PLANS AND CETAILS.
]. SEESHEE7C-01+ANDC-0T9FOR
W
STORM DRAINAGE STRUCTURE
�i
SUMMARY.
S. SEE SHEET C-M TO C-=FOR
SURVEY CONTROL ANO SARELME
GEOMETRY-
+
g
9. SEE SKEET CP4DO FOR OP EwAY
PROFILES-
11
!''!' LAC7GST TO !-'Al]JUSyrfG�4j'D`' .�,. ! % '- ao�'�l 70 /' 21' <
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PLAN
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ROADWAY PLAN - MCHUGH BLVD. STA. 404+75 TO 409+75 20 as DART
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DESIGN SPEEU-40MPM UUTSOMSTURDANCE ..� .
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PROJECT SITE LOCATION
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Latitude: 340 40' 33" N t
Longitude: 72'1-21' 21 IN
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CAMP LEJEUNE. N. C.
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BURNS 1%ME-DONNELL
DESIGN VOLUME CALCULATIONS
Bioretention 2
Rv = 0.05 + 0.91A = 0.05 + 0.9(0.310)
Rv = 0.329
DV = 3,630RDRVA = 3,630(1.5 in)(0.329)(1.407 ac)
DV = 2,521 cf
Sand Filter 10
RV = 0.05 + 0.91A = 0.05 + 0.9(0.720)
RU = 0.698
DV = 3,630RDRVA = 3,630(1.5 in)(0.698)(3.1.30 ac)
DV = 11.,896 cf
Adjusted DV' = 0.75 * 11,896 cf
Adjusted DV* = 8, 922 cf
Sand Filter 12
RV = 0.05 + 0.91A = 0.05 + 0.9(0.514)
RV = 0.513
DV = 3,630RDRvA = 3,630(1.5 in)(0.513)(1.199 ac)
Adjusted DV' = 0.75 * 3,349 cf
Adjusted DV' = 2,512 cf
*Minimum Design Criteria for Sand Filters allows for an adjusted design VolLune of 0.751)V
1317 Executive Blvd \ Suite 300 \ Chesapeake, VA 23320
0 757-S48-20SG \ F 7S7-548-2812 \ burnsmcd.com

Tech Center_BW Camp Lejeune Precipitation Frequency 1-yr Duration=8 min, Inten=5.07 in/hr
Prepared by Burns and McDonnell Printed 4/13/2020
HydroCADO 10.00-24 sln 08510 © 2018 HydroCAD Software Solutions LLC Page 1
Time span=0.00-24.00 hrs, dt=0.01 hrs, 2401 points
Runoff by Rational method, Rise/Fall=1.011.0 xTc
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchment1S: BIORETENTION2 - PRE Runoff Area=69,696 sf 0.00% Impervious Runoff Depth=0.36"
Tc=8.0 min C=0.53 Runoff=4.24 cfs 0.048 of
Subcatchment2S: BIORETENTION2 - POSTRunoff Area=61,289 sf 0.00% Impervious Runoff Depth=0.35"
Tc=8.0 min C=0.52 Runoff=3.66 cfs 0.041 of
Total Runoff Area = 3.007 ac Runoff Volume = 0.089 of Average Runoff Depth = 0.35"
100.00% Pervious = 3.007 ac 0.00% Impervious = 0.000 ac
MAY 0 5 2020
6V:

Tech Center _BW Camp Lejeune Precipitation Frequency 9-yr Duration=8 min, Inten=5.07 in/hr
Prepared by Burns and McDonnell Printed 4/13/2020
H droCAD®10.00-24 s/n 08510 ©2018 H droCAD Software Solutions LLC Page 2
Summary for Subcatchment IS: BIORETENTION 2 - PRE
Runoff = 4.24 cfs @ 0.13 hrs, Volume= 0.048 af, Depth= 0.36"
Runoff by Rational method, RiseiFall=1.011.0 xTc, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Camp Lejeune Precipitation Frequency 1-yr Duration=8 min, Inten=5.07 inihr
Area (sf) C Description
47,045
0.35
>75% Grass cover, Good, HSG A
22,651
0.90
Paved parking, HSG A
69,696
0.53
Weighted Average
69,696
100.00% Pervious Area
Tc Length
Slope
Velocity Capacity Description
min (feet)
(ft/ft)
(ftlsec) (cfs)
8.0
Direct Entry,
Subcatchment 1S: BIORETENTION 2 - PRE
Hydrograph
Time (hours)
■ Runoff
ECEIVE
MAY 0 5 2020
BY:

Tech Center _BW Camp Lejeune Precipitation Frequency 9-yr Duration=8 min, lnten=5.47 in/hr
Prepared by Burns and McDonnell Printed 4/13/2020
HydroCAD®10.00-24 s/n 08510 O 2018 HydroCAD Software Solutions LLC Page 3
Summary for Subcatchment 2S: BIORETENTION 2 - POST
Runoff = 3.66 cfs @ 0.13 hrs, Volume= 0.041 af, Depth= 0.35"
Runoff by Rational method, Rise/Fall=1.0/1.0 xTc, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Camp Lejeune Precipitation Frequency 1-yr Duration=8 min, Inten=5.07 in/hr
Area (sf) C Description
42,318
0.35
>75% Grass cover, Good, HSG A
18,971
0.90
Paved parking, HSG A _
61,289
0.52
Weighted Average
61,289
100.00% Pervious Area
Tc Length
Slope
Velocity Capacity Description
min feet
ft/ft
ft/sec cfs
8.0
Direct Entry,
u
3
D
LL
Subcatchment 2S: BIORETENTION 2 - POST
Hydrograph
� RunoH
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
ECEIV`
MAY 0 5 2020
BY.-

Tech Center_ Sand Camp Lejeune Precipitation Frequency 1-yr Duration=8 min, lnten=5.07 in/hr
Prepared by Burns and McDonnell Printed 4/13/2020
HydroCAD®10.00-24 sln 08510 ©2018 HydroCAD Software Solutions LLC Pape 1
Time span=0.00-24.00 hrs, dt=0.01 hrs, 2401 points
Runoff by Rational method, Rise/Fall=1.011.0 xTc
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchment3S: SAND FILTER 10 - PRE Runoff Area=136,343 sf 0.00% Impervious Runoff Depth=0.50"
Tc=8.0 min C=0.74 Runoff=11.58 cfs 0.130 of
Subcatchment4S: SAND FILTER 10 - POSTRunoff Area=136,343 sf 0.00% Impervious Runoff Depth=0.51"
Tc=8.0 min C=0.75 Runoff=11.74 cfs 0.132 of
Total Runoff Area = 6.260 ac Runoff Volume = 0.263 of Average Runoff Depth = 0.50"
100.00% Pervious = 6.260 ac 0.00% Impervious = 0.000 ac
ECIEWE
s MAY 0 5 203
BY:

Tech Center Sand Camp Le1eune Precipitation Frequency 9-yr Duration=8 min, lnten=5.07 in/hr
Prepared by Burns and McDonnell Printed 4/13/2020
HydroCADO 10.00-24 sln 08510 © 2018 HydroCAD Software Solutions LLC Page 2
Summary for Subcatchment 3S: SAND FILTER 10 - PRE
Runoff - 11.58 cfs @ 0.13 hrs, Volume= 0.130 af, Depth= 0.50"
Runoff by Rational method, RiselFa117:1.011.0 xTc, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Camp Lejeune Precipitation Frequency 1-yr Duration=8 min, Inten=5.07 inlhr
Area(sf) C Description
38,769 0.35 >75% Grass cover, Good, HSG A
97,574 0.90 Paved parking, HSG A
136,343 0.74 Weighted Average
136,343 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min)_ (feet) (ftlft) _ (ftlsec) (cfs)
8.0 Direct Entry,
3
O
LL
Subcatchment 3S: SAND FILTER 10 - PRE
Hydrograph
© RasnoF(
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
IV
I MAY 0 5 2020

Tech Center_ Sand Camp Lejeune Precipitation Frequency 1-yr Duration=8 min, inten=5.07 in/hr
Prepared by Burns and McDonnell Printed 4/13/2020
HvdroCADCR) 10.00-24 s/n 08510 © 2018 HvdroCAD Software SOILftions LLC Pane 3
Summary for Subcatchment 4S: SAND FILTER 10 - POST
Runoff = 11 74 cfs @ 0.13 hrs, Volume= 0.132 af, Depth= 0.51"
Runoff by Rational method, RiseiFall=1.011.0 xTc, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Camp Lejeune Precipitation Frequency 1-yr Duration=8 min, Inten=5.07 inlhr
Area (sf) C Description
38,230 0.35 >75% Grass cover, Good, HSG A
98,113 0.90 Paved parking, HSG A
136,343 0.75 Weighted Average
136,343 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ftlft) (ftlsec) (cfs)
8.0 Direct Entry,
3
P
LL
Subcatchment 4S: SAND FILTER 10 - POST
Hydrograph
❑ F<<�n�,tr
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
IVEP,ii MAY 0 5 2020

Tech Center San Camp Lejeune Precipitation Frequency 1-yr Duration=10 min, Inten=4.72 in/hr
Prepared by Burns and McDonnell Printed 5/1/2020
HydroCAD® 10.00-24 sln 08510 © 2018 HydroCAD Software Solutions LLC Pape 1
Time span=0.00-24.00 hrs, dt=0.01 hrs, 2401 points
Runoff by Rational method, Rise/Fall=1.011.0 xTc
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchment5S: SAND FILTER 12 - PRE Runoff Area=56,628 sf 0.00% Impervious Runoff Depth=0.48"
Tc=10.0 min C=0.61 Runoff=3.70 cfs 0.052 of
SubcatchmentSS: SAND FILTER 12 - POST Runoff Area=52,213 sf 0.00% Impervious Runoff Depth=0.49"
Tc=10.0 min C=0.63 Runoff=3.53 cfs 0.049 of
Total Runoff Area = 2.499 ac Runoff Volume = 0.101 of Average Runoff Depth = 0.49"
100.00% Pervious = 2.499 ac 0.00% Impervious = 0.000 ac
ECIEPVE
MAY 0 5 2020
8y:

Tech Center San Camp Lejeune Precipitation Frequency 1 yr Duration=10 min, lnten=4.72 in/hr
Prepared by Burns and McDonnell Printed 5/1/2020
HydroC_A_D®10,00-24_ sln 08510 _© 2018 HydroCAD Software Solutions_LLC Page 2
Summary for Subcatchment 5S: SAND FILTER 12 - PRE
Runoff = 3.70 cfs @ 0.17 hrs, Volume= 0.052 af, Depth= 0.48"
Runoff by Rational method, RiselFall=1.011.0 xTc, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Camp Lejeune Precipitation Frequency 1-yr Duration=10 min, Inten=4.72 in/hr
Area (sf) C Description
29,622
0.35
>75% Grass cover, Good, HSG A
27,006
0.90
Paved parking, HSG A
56,628
0.61
Weighted Average
56,628
100,00% Pervious Area
Tc Length
Slope
Velocity Capacity Description
(min) (feet)
(fk/ft)
(ft/sec) (cfs)
10.0
Direct Entry,
Subcatchment 5S: SAND FILTER 12 - PRE
Hydrograph
■ Runoff
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
ECE1VE
MAY 0 5 2020
BY:

Tech Center San Camp Lejeune Precipitation Frequency 1-yr Duration=10 min, lnten=4.72 in/hr
Prepared by Burns and McDonnell Printed 511/2020
HydroCADC) 10.00-24 sln 08510© 2018 HydroCAD Software Solutions LLC Page 3
Summary for Subcatchment 6S: SAND FILTER 12 - POST
Runoff = 3.53 cfs @ 0.17 hrs, Volume= 0.049 af, Depth= 0.49"
Runoff by Rational method, Rise/Fall=1.011.0 xTc, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Camp Lejeune Precipitation Frequency 1-yr Duration=10 min, Inten=4.72 inlhr
Area (sf) C. Description
25,382 0.35 >75% Grass cover, Good, HSG A
26,831 0.90 Paved parking, HSG A
52,213 0.63 Weighted Average
52,213 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ftlsec) (cfs)
10.0 Direct Entry,
a
3
0
LL
Subcatchment 6S: SAND FILTER 12 - POST
Hydrograph
Q RunoR
Camp Lejeune Precipitation Frequency 1-yr
Duration=10 min,
Inten=4.72 inlhr
Runoff Area=52,213 sf
Runoff Volume=0.049 of
Runoff Depth=0.49"
Tc=10.0 min
C=0.63
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
EC-EIVE.
MAY 0 5 2020
BY:

BURNS X MEDONNELL.
CREATE AMAZING.
Burns & McDonnell World Headquarters
9400 Ward Parkway
Kansas City, MO 64114
O 816-333-9400
F 816-333-3690
www.burnsmcd.com

I
Hall, Christine
From: Hall, Christine
Sent: Tuesday, May 12, 2020 8:42 AM
To: 'Sargent, Mikala G'; Stritzl, Stephen L (Steve)
Cc: Chewning, B Scott; Weaver, Cameron; Barraco CIV Talia M
Subject: RE: [External] RE: 2nd request for additional info, SW8 091108 - Consolidated IT
Yes, that does look better. Thank you. I'll start wrapping this one up,
— Please note the change to my direct phone number"
Christine Hail
Wilmington Regional Stormwater Program Supervisor
Division of Energy, Mineral and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7339
Email: christine.hall()ncdenr.gov
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
DEQ5
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Sargent, Mikala G [mailto:[e-mail]]
Sent: Monday, May 11, 2020 1:54 PM
To: Hall, Christine <[e-mail]>; Stritzl, Stephen L (Steve) <[e-mail]>
Cc: Chewning, B Scott <[e-mail]>; Weaver, Cameron <[e-mail]>; Barraco CIV
Talia M <talia.barraco@usmc,mil>
Subject: [External] RE: 2nd request for additional info, SW8 091108 - Consolidated IT
Christine,
Will the attached PDF of the drainage area table for the application satisfy the request for additional information? The
BUA listed for BMP 2 in the attached PDF matches the BUA presented in the revised archived supplement.
Thank you,
Mikala Sargent, EIT 1 Burns & McDonnell
Assistant Civil Engineer
Land Planning & Design
o 757-819-5355 1 F 757-548-2812
mgsargent aoburnsmcd.com 1 burnsmcd.com (bumsmcd._c_om�
1317 Executive Blvd 1 Suite 300 1 Chesapeake, VA 23320

I
From: Hall, Christine <[e-mail]>
Sent: Thursday, May 7, 2020 10:07 AM
To: Stritzl, Stephen L (Steve) <[e-mail]>; Sargent, Mikala G <mgsargent@burnsmcd,com>
Cc: Chewning, B Scott <[e-mail]>; Weaver, Cameron <[e-mail]>; Sarraco CIV
Talia M <[e-mail]>
Subject: 2nd request for additional info, SWB 091108 - Consolidated IT
Ali,
Attached is a pdf of the second request for additional information for this project. One of the previously identified items
was not fully addressed. Please let me know of any questions or concerns.
Please also remember to label any packages submitted with "EXPRESS".
Thank you.
— Please note the change to my direct phone number **
Christine Hall
Wilmington Regional Stormwater Program Supervisor
Division of Energy, Mineral and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7339
Email: christine.hall(J5)ncdenr.gov
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
DEQZ p
Email correspondence to and from this address is subject to the
North Carolina Public Records Lavv and may be disclosed to third parties.
From: Stritzl, Stephen L (Steve) [mailto:.slstritzl(7a. b. urnsmcd.com]
Sent: Monday, May 4, 2020 12:49 PM
To: Hall, Christine <[e-mail]>; Sargent, Mikala G <[e-mail]>
Cc: Chewning, B Scott <[e-mail]>
Subject: RE: [External] RE: request for additional info, SWB 091108 - Consolidated IT
Will do.
Thanks,
Steve Stritzl, RLA 1 Burns & McDonnell
Senior Landscape Architect 1 Land Planning & Design
o 757-819-5347 1 F 757-548-2812
[e-mail] 1 burnsmcd.com rburnsmcd.coml fnam05.safelinks.protection.outlook.comI
1317 Executive Blvd, 3ro Floor 1 Chesapeake, VA 23320
From: Hall, Christine <Christine,Hall@ncdenr,gov>
Sent: Monday, May 4, 2020 12:40 PM
To: Stritzl, Stephen L (Steve) <slstritzl burnsmcd.com>; Sargent, Mikala G <m sar ent burnsmcd.com>
Cc: Chewning, B Scott <[e-mail]>
Subject: RE: [External] RE: request for additional info, SW8 091108 - Consolidated IT

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
May 7, 2020
Via email only: talia.harracurusmc.mil
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
NORTH CAROLINA
Environmental Quality
Subject: Request for Additional Information
Stormwater Project No. SW8 091108
Consolidated Information "Technology/Telecommunication Complex
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received and accepted a modified Express State Stormwater
Management Permit Application for the subject project on April 14, 2020 with additional information
requested on April 27, 2020 and received on May 5, 2020. A preliminary in-depth review of that
information has determined that the application is not complete and that additional information is needed.
To continue the review, please provide the following additional information in a sinp-le, hard copy
submittal package:
1. 15A NCAC 02 H. 1042(2)(a)(iv): As noted in Item 2.a of the previous request for additional
information, the built -upon area presented for B,MP 2 in the drainage area table provided with the
application (19,515 so exceeds the built -upon area presented in the revised archived supplement
(18,971 sf). Please confirm the resulting built -upon area for B,MP 2 and sure the information is
presented consistently throughout the application package.
2. Due to the relatively minor nature of these comments, the express additional information review
fee has been waived.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by May 14, 2020, or the
application will be returned as incomplete. If additional time is needed to submit the requested
information, please email your extension request prior to this due date to the email address provided
below with ajustification and a date of when the requested information will be submitted, which shall be
no later than 5 business days past the original due date. Please remember that extension requests delay
the issuance of the final permit. ,also, please note that only two letters requesting additional information
is allowed in the State Stormwater Program. If the information is not satisfactorily provided after the
second request, the project will be returned. If the project is returned and you wish to re -submit to the
Express Program, you will need to reschedule the project through the Express Coordinator for the next
available review date and will need to resubmit all required items at that time, including the application
fee.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-2151 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the State assigned project number
on all correspondence. If you have any questions concerning this matter, please feel free to call me at
[phone] or email me at [e-mail].
®� QNorth Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmingtun, North Carolina 28405
NOHTVi GLiOLiN �
91o.79b.7215

State Stormwater Permit No. SW8 091108
Page 2 of 2
Sincerely,
6to qa&
Christine Hull
Regional Stormwater Program Supervisor
DES/canh: %StormwaterlPermits & Projects120091091108 HD12020 05 addinfo 091108
cc: Brian Scott Chewning; Burns & McDonnell; via email.' hschewningohurnsmcdcom
Wilmington Regional Office Stormwater File

Hall, Christine
From: Hall, Christine
Sent: Thursday, May 7, 2020 10:07 AM
To: Stritzl, Stephen L (Steve); Sargent, Mikala G
Cc: Chewning, B Scott; Weaver, Cameron; Barraco CIV Talia M
Subject: 2nd request for additional info, SW8 091108 - Consolidated IT
Attachments: 2020 05 addinfo 091108.pdf
All,
Attached is a pdf of the second request for additional information forth is project. One of the previously identified items
was not fully addressed. Please let me know of any questions or concerns.
Please also remember to label any packages submitted with "EXPRESS".
Thank you.
— Please note the change to my direct phone number —
Christine Hall
Wilmington Regional Stormwater Program Supervisor
Division of Energy, Mineral and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office:
910 796 7215
Direct
910 796 7339
Email:
christine.hall(a-�ncdenr.gov
Address:
127 Cardinal Drive Ext.
Wilmington, NC 28405
DEQ�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Stritzl, Stephen L (Steve) [mailto:[e-mail]
Sent: Monday, May 4, 2020 12:49 PM
To: Hall, Christine <[e-mail]>; Sargent, Mikala G <[e-mail]>
Cc: Chewning, 8 Scott <bschewning@burns mcd.com>
Subject: RE: [External] RE: request for additional info, SW8 091108 - Consolidated IT
Will do.
Thanks,
Steve Stritzl, RLA 1 Burns & McDonnell
Senior Landscape Architect 1 Land Planning & Design
o 757-819-53471 F 757-548-2812
ststhtzl(a)burnsmcd.com_ 1 burnsmcd.com [burnsmcd.coml
1317 Executive Blvd, .3f11 Floor 1 Chesapeake, VA 23320

BURNS I ME-DONNELL
May 4, 2020
Christine Hall
Regional Stormwater Program Supervisor
NCDFQ-Wilmington Regional Office
127 Cardinal Drive Ext,
Wilmington, NC 28405
Re: Request for Additional Information
Stormwater Project No. SW8 091 108
Consolidated Information Technology/Telecommunications Center
Onslow County; NC
Dear Ms. Hall:
MAY 0 5 2020
fr r_
We have received and reviewed your Request for Additional Information sent by the Department
of I-nvironmental Quality dated April 27, 2020 for the Express Stormwater Permit Modification
of Permit SW8 091108 Consolidated Information Technology/Telecommunications Center. In
response to your requests, please find the enclosed two (2) hard copies of all updated documents.
Below are our responses to your requests for additional information (our responses are shown in
bold below each request):
15A NCAC 02H.1042(2)(a)(iv): As discussed in the submittal meeting, please provide:
a. an updated drainage area table for the application correcting DA l I to show that it
isn't changing from the previously permitted condition
b. an updated narrative describing the BUA being removed and how it's being
handled.
Response: a. The areas listed for DA 11 in the drainage area table for the
application have been corrected and the updated table has been
provided.
b. The Stormwater Narrative has been updated to describe the BUA
being removed and how it is being handled. An updated narrative has
been provided
2. 15A NCAC 02H.1042(3)(b): Please confirm the following information presented on tile
revised supplements:
a. For BMP 2, the built -upon area reported on the archived version of the supplement
is less than reported in the application.
b. For BMP 12, there appears to be a typo in the amount of built -upon area proposed.
Response: a. Confirmed. Existing BUA is being removed from the total permit
area, resulting in a net BUA decrease for BMP 2.
b. Confirmed. There was a typo in the drainage area listed in the
1317 Executive Blvd. Third Floor \ Chesapeake, VA 23320
0 757-548-2056 F 757-548-2812 \ hurnsmcdxom

BURNS hSMEDONNELL
Christine Hall
NCDEQ-Wilmington Regional Office
May 4, 2020
Page 2
supplement for BMP 12. The revised supplement and corresponding
HydroCAD report listing the correct modified drainage area have been
provided.
15A NCAC 0214.1042(2)(g), .1042(2)(h), .1042(2)(i), .1042(2)(m), and .1050(I 6): The
plans must be signed, dated, and sealed by a professional licensed in North'Carolina. Please
provide 2 copies of the plan sheet EX-1 that has been signed, dated, and sealed by a
professional licensed in North Carolina.
Response: Two (2) copies of the plan sheet EX-1 that has been signed, dated, and
sealed by a professional licensed in North Carolina have been
provided.
4. Due to the relatively minor nature of these comments, the express additional information
review fee has been waived.
Response: Noted.
Sincerely,
.A�C Zoe
Scott Chewning, PE, LE11D AP
Associate, Senior Project Manager
BSCImgs
1317 Executive Blvd. Third Floor \ Chesapeake, VA 23320
0 757-548-2056 F 757-548-2812 \ burnsmcd.com

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
April 27, 2020
Via email only: talia.harraco(i�usmc.mil
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
NORTH CAROLINA
Environmental Quality
Subject: Request for Additional Information
Stormwater Project No. SW8 091108
Consolidated Information Tech nologylTelecommunication Complex
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received and accepted a modified Express State Stormwater
Management Permit Application for the subject project on April 14, 2020. A preliminary in-depth review
of that information has determined that the application is not complete and that additional information is
needed. To continue the review, please provide the following additional information in a single, hard
Eapy submittal acka e:
1. 15A NCAC 02H. I 042(2)(a)(iv): As discussed in the submittal meeting, please provide:
a. an updated drainage area table for the application correcting DA I I to show that it isn't
changing from the previously permitted condition
b. an updated narrative describing the BUA being removed and how it's being handled.
2. 15A NCAC 02H.1042(3)(b): Please confirm the following information presented on the revised
supplements:
a. For BMP 2, the built -upon area reported on the archived version of the supplement is less
than reported in the application.
b. For BMP 12, there appears to be a typo in the amount of built -upon area proposed.
3. 15A NCAC 02H. I 042(2)(g), .1042(2)(h), .1042(2)(i), .1042(2)(m), and .1050(16): The plans
must be signed, dated, and scaled by a professional licensed in North Carolina. Please provide 2
copies of the plan sheet EX-1 that has been signed, dated, and sealed by a professional licensed in
North Carolina.
4. Due to the relatively minor nature of these comments, the express additional information review
fee has been waived.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by May 5, 2020, or the
application will be returned as incomplete. If additional time is needed to submit the requested
information, please email your extension request prior to this due date to the email address provided
below with a justification and a date of when the requested information will be submitted, which shall be
no later than 5 business days past the original due date. Please remember that extension requests delay
the issuance of the final permit. Also, please note that only two letters requesting additional information
is allowed in the State Stormwater Program. If the information is not satisfactorily provided after the
second request, the project will be returned. If the project is returned and you wish to re -submit to the
Express Program, you will need to reschedule the project through the Express Coordinator for the next
available review date and will need to resubmit all required items at that time, including the application
fee.
DNorth
Carolina Department of Environmental Quality I Division of Ennergy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215

State Stormwater Permit No. SW8 091 108
Page 2 of 2
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation I rosion Control Plan, is a violation of NCGS 143-215.1 and IS subject to enforcement
action pursuant to NCGS 143-215.6A.
['lease label all packages and cover letters as "Express" and reference the State assigned project number
on all correspondence. If you have any questions concerning this matter, please feel free to call me at
[phone] or email me at [e-mail].
ncdenr.gov.
Sincerely,
&W& '%aPP
Christine Hall
Regional Stormwater Program Supervisor
DES/canh: I11StortnwaterlPermits & Pro jects120091091 108 1-1D12020 04 addinfo 091108
cc: Brian Scott Clhewnin Burns & McDonnell; via email: bschewning@hw-nsr►zcd.Com
Wilmington Regional Office Stormwater file

ROY COOPER
Governor
MICHAEL S. REGAN
secrrtary
BRIAN WRENN
Acting Dtrecmr
April 27, 2020
Via email only. talia_harraco(a7usmc.mil
MCB Camp Lejeune
Attn: Commanding Officer
c/o Neal Paul, Deputy Public Works Officer
1005 Michael Road
Camp Lejeune, NC 28542
NORTH CAROLINA
Enytronmenta! Quay
Syr, ~,a
1"� k r`
Subject: Request for Additional Information
Stormwater Project No. SW8 091108
Consolidated Information Tech nology/Telecommunication Complex
Onslow County
Dear Mr. Paul:
The Wilmington regional Office received and accepted a modified Express State Stormwater
Management Permit Application for the subject project on April 14, 2020. A preliminary in-depth review
of that information has determined that the application is not complete and that additional information is
needed. To continue the review, please provide the following additional information in a single, hard
copy submittal package:
I. 15A NCAC 02H.1042(2)(a)(iv): As discussed in the submittal meeting, please provide:
fa. an updated drainage area table for the application correcting DA 1 I to show that it isn't
changing from the previously permitted condition
---1-"_b. an updated narrative describing the BUA being removed and how it's being handled.
2. 15A NCAC 02H.1042(3)(b): Please confirm the following information presented on the revised
supplements:
? a. For BMP 2, the built -upon area reported on the archived version of the supplement is less
than reported in the application.
�. For BMP 12, there appears to be a typo in the amount of built -upon area proposed.
t 3. 15A NCAC 021-1.1042(2)(g), . f 042(2)(h), .1042(2)(i), .1042(2)(m), and .1050(16): The plans
must be signed, dated, and sealed by a professional licensed in North Carolina. Please provide 2
copies of the plan sheet EX -I that has been signed, dated, and sealed by a professional licensed in
North Carolina.
4. Due to the relatively minor nature of these comments, the express additional information review
fee has been waived.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by May 5, 2020, or the
application will be returned as incomplete. If additional time is needed to submit the requested
information, please email your extension request ,prior to this due date to the email address provided
below with a justification and a date of when the requested information will be submitted, which shall be
no later than 5 business days past the original due date. Please remember that extension requests delay
the issuance of the f nal permit. Also, please note that only two letters requesting additional information
is allowed in the State Stormwater Program. If the information is not satisfactorily provided after the
second request, the project will be returned. If the project is returned and you wish to re -submit to the
Express Program, you will need to reschedule the project through the Express Coordinator for the next
available review date and will need to resubmit all required items at that time, including the application'
fee.
F
"anal
Carolina Department of Eavhunmental Quality I DIY slon of Energy, Mineral and Land Resources
�Witrnington Office 1 127 Cardinal Drive Extension I Wllmingun North Carolina 28405
° • °ram• ° t 910.796.7215

State Stormwater Permit No, SW8 091 108
Page 2 of 2
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the State assigned project number
on all correspondence. If you have any questions concerning this matter, please feel free to call me at
[phone] or email me at [e-mail].
Sincerely,
&*Ualk w �faPE
Christine Hall
Regional Stormwater Program Supervisor
DESlcanh: 111StormwaterlPermits & Projects120091091 108 HD12020 04 addinfo 091 108
cc: Brian Scott Chewning; Bums & McDonnell; via email: [e-mail]
Wilmington Regional Office Stormwater File

Hall, Christine
From: Hall, Christine
Sent: Monday, April 21, 2020 11:47 AM
To: Chewning, B Scott; Weaver, Cameron; Barraco CIV Talia M; Stritzl, Stephen L (Steve);
Sargent, Mikala G; Littlefield, Scott G CIV USN NAVFAC MIDLANT NOR (USA); Du Rant,
Mary Ann V CIV USN NAVFAC MIDLANT NOR (USA); Yarberry, Kenneth J CTR USN
NAVFAC MIDLANT NOR (USA); Casey CIV Jonathan N; Timothy Lowe
([e-mail]); Schmitt, Christopher L CIV USN NAVFAC MIDLANT NOR
(US)
Cc: Jorge, Jerry
Subject: request for additional info, SW8 09110E - Consolidated IT
Attachments: 2020 04 addinfo 091108.pdf
All,
Attached is a pdf of the request for additional information for the proposed modification to SW8 091108. Please let me
know if you have any questions or concerns.
Please also remember to label any packages submitted with "EXPRESS".
Thanks!
Christine
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Chewning, B Scott(mailto:bschewninp,2bumsmcd.com]
Sent: Thursday, April 16, 2020 7.05 AM
To: Weaver, Cameron <cameron.weaver@ncdenr,gov>; Hall, Christine <[e-mail]>; Barraco CIV Talia M
<[e-mail]>; Stritzl, Stephen L (Steve) <[e-mail]>; Sargent, Mikala G
<[e-mail]>; Littlefield, Scott G CIV USN NAVFAC MIDLANT NOR (USA) <scott.g.littlefield@nav_y.m_il>;
DuRant, Mary Ann V CIV USN NAVFAC MIDLANT NOR (USA) <[e-mail]>; Yarberry, Kenneth J CTR USN
NAVFAC MIDLANT NOR (USA) <[e-mail]>; Casey CIV Jonathan N <i_on,[e-mail]>;
Timothy Lowe ([e-mail]) <[e-mail]>; Schmitt, Christopher L CIV USN NAVFAC
MIDLANT NOR (US) <christopher.l.schmit@navy. mil>
Cc: Jorge, Jerry <[e-mail]>
Subject: [External] RE: SW8090109/SW8091108-Wallace Creek Roads/Consolidated IT -Rescheduled Express Meetings
Good morning everyone. The following are the design team's notes from our call with Christine and Cameron this past
Tuesday morning. Thanks again for your time and enjoy the upcoming weekend.
Meeting Attendees:
• NCDENR: Christine Hall and Cameron Weaver
• NAVFAC: Ken Yarberry, Talia Barraco and Mary Ann Durant
• BMcD: Scott Chewning, Steve Stritzl and Mikala Sargent
• Davenport: Tim Low and Nam Do Le
Items discussed:

Hall, Christine
From: Chewning, B Scott <[e-mail]>
Sent: Thursday, April 16, 2020 7:05 AM
To: Weaver, Cameron; Hall, Christine; Barraco CIV Talia M; Stritzl, Stephen L (Steve); Sargent,
Mikala G; Littlefield, Scott G CIV USN NAVFAC MIDLANT NOR (USA); Du Rant, Mary Ann
V CIV USN NAVFAC MIDLANT NOR (USA); Yarberry, Kenneth J CTR USN NAVFAC
MIDLANT NOR (USA); Casey CIV Jonathan N; Timothy Lowe
([e-mail]); Schmitt, Christopher L CIV USN NAVFAC MIDLANT NOR
(US)
Cc: Jorge, Jerry
Subject: [External] RE: SW8090109/SW8091108-Wallace Creek Roads/Consolidated IT -
Rescheduled Express Meetings
Good morning everyone. The following are the design team's notes from our call with Christine and Cameron this past
Tuesday morning. Thanks again for your time and enjoy the upcoming weekend.
Meeting Attendees:
• NCDENR: Christine Hall and Cameron Weaver
+ NAVFAC: Ken Yarberry, Talia Barraco and Mary Ann Durant
• BMcD: Scott Chewning, Steve Stritzl and Mikala Sargent
• Davenport: Tim Low and Nam Do Le
Items discussed:
• Nam will provide a cross section and typical section for the proposed ditches along Wallace Creek and Birch
Street. Christine needs two hard copies.
• The design team should wait for confirmation from Christine that she doesn't have any additional comments
before we send her any the additional information requested during the meeting. This will ensure that we send
all additional and/or updated information at one time.
• The approximate time for receipt of final permits is 30 days.
• The design team needs to fix the drainage area #11 information on permit application. The drainage area did not
change.
• Add language in the project narrative that outline which areas are being considered with the roadway project.
• Both permit applications are now formally accepted.
Scott Chewning, P.E., LEER AP 1 Burns & McDonnell
Senior Project Manager I Department Manager
Land Planning & Design
O 757-819-97351 M 757-647-2308
bschewningga.burnsmcd.com lburnsmcd.com fburnsmcd.com
1317 Executive Blvd, 3111 Floor 1 Chesapeake, VA 23320
®flinkedin.coml ©[facebook.coml 0 [twitter.coml 0 [youtube.comj
(burnsmcdblog.coml vwwT Pm&R°2I-"i® [linkedin.coml
Proud to be one of FORTUNEs 100 Best Companies to Work For

North Carolina Department of Environmental Quality
. Request for Express Permit Review
For0EQ Use ONLY
Reviewer. Z
Submit',.10 +i/iy
Time', I I u+`^! V ce*'
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
acp ka_ge of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(a.ncdenr.gov
Provided Existing -Permits_
related this
Protect
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(cDncdenr.pov
• Mooresville or Winston Salem -Marcia Allocco 704-235-2107; marcia.alloccoAncdenr.pov
SW 8091108
• Washington Region -Lyn Hardison 252-948-3842 or Iyn.hardisonna.ncdenr.gov
SW
SW
• Wilmington Region Cameron Weaver 910 796 7303 or cameron.weaver(a�ncdenr.-g o
i
�t p
NOTE. Project application received after 12 noon will be stamped in the following work day.
NPDES
WQ
/1y
Project Name: WQ r
P1228 - BIRCH STREET ROADWAY IMPROVEMENTS County: ONSLOW E&S
Applicant: SCOTT LITTLEFIELD Company: NAVFAC MIDADLANTIC E&S
Address: 9324 VIRGINIA AVENUE City: NORFOLK, State: VA Zip: 23511-3624 Other
Phone: [phone], Fax: _ , Email: [e-mail]
Physical Location:BIRCH STREET, CAMP LEJEUNE
Project Drains into BEAVERDAM CREEK waters — Water classification SB: NSW (DWR Surface Water Classifications Map)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N, within '/z mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: BRIAN SCOTT CHEWNING Company: BURNS & MCDONNELL
Address: 1305 EXECUTIVE BLVD City: CHESAPEAKE, State: VA Zip: 23320-
Phone: [phone], Fax: [phone], Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE ECEOVE
# JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY MAR 0 3 20M
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
gr:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bi & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ElOff-siteiSW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ® MOD: ® Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with >1 acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request]
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed; ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: <1acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
For DEQ u e only
Fee Split for multiple permits: (Check # ] Total Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mai; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_
$
NCDEQ EXPRESS March 2016

1.0 STORMWATER MANAGEMENT NARRATIVE
1.1 References
• UFC 3-210-01, Low Impact Development, with Change 1, 01 February 2016
• Technical Guidance on Implementing the Stormwater Runoff Requirements for Federal Projects
under Section 438 of the Energy Independence and Security Act (EISA 438), December 2009
• North Carolina Department of Environmental Quality (NCDEQ) Stormwater BMP Manual, 2018
edition
• North Carolina Administrative Code Section 15A NCAC 02H
1.2 Design Approach
The high -density Technology/Telecommunication Complex Permit, number S W8-091 108 involves
Additional turn lanes and improvements to the receiving lanes at the intersection of Birch/Cross Street
and McHugh Boulevard. This intersection will also receive a new traffic signal. The existing permit,
based on original permit documents provided by DEQ, show the permit area to be 1,025,405 SF (23.54
AC) with 460,171 SF (10.56 AC) of impervious area. To accommodate for the proposed roadway
improvements the permit boundary will be modified, removing existing impervious area from the permit
area and adding new impervious area associated with the widening. This is accomplished by adjusting
grades and adding catch basins to direct runoff away from the permit area so as not to impact the existing
(1) sand filter cell along Cross Street (Area I) and (1) bioretention cell along McHugh Blvd. (Area 2).
An area along Cross Street (Area 1) and an area along McHugh Boulevard (Area 2) will be modified as
demonstrated in the table below:
Total Existing Permit Area:
Total Existing Impervious Area
Cross Street Modifications —Area l
Area Removed from Permit -Area 1:
Impervious Area Removed c@i Area I
Impervious Area Added a Area 1:
Net Impervious Area Removed:
Drainage Area for Sand Filter Basin 12
1,025,405 SF (23.54 AC)
460,171 SF (10.56 AC)
5,267 SF (0.12 AC)
5,267 SF (0.12 AC)
4,185 SF (0.10 AC)
1,082 SF (0.02 AC)
Existing Drainage Area = L30 Acres Proposed Drainage Area = 1.179 Acres
Existing Site Coefficient = 0.61 Proposed Site Coefficient = 0,60
Burns & McDonnell

TABLE OF CONTENTS
Page No.
1.0 STORMWATER MANAGEMENT NARRATIVE................................................1-2
1.1 References............................................................................................................1-2
1.2 Design Approach................................................................................................. 1-2
APPENDIX A — STORMWATER PERMIT BOUNDARY EXHIBIT
APPENDIX B - USGS MAP
Burns & McDonnell

Existing Impervious Area = 0.62 Acres Proposed Impervious Area = 0.595 Acres
McHugh Blvd Modifications, Area 2
Area Removed from Permit -Area 2:
Impervious Area Removed ct1 Area 2
Impervious Area Added @ Area 2:
Net Impervious Area Removed:
5,775SF (0.13 AC)
4,957 SF (0.11 AC)
4,423 SF (0.10 AC)
534 SF (0,01 AC)
Drainage Area for Bio Retention Basin 2
Existing Drainage Area = 1.60 Acres Proposed Drainage Area = 1.467 Acres
Existing Site Coefficient = 0.51 Proposed Site Coefficient = 0,48
Existing Impervious Area = 0.54 Acres Proposed Impervious Area = 0.387 Acres
Total Net Impervious Decrease: 1,616 SF (0.04 AC)
Modified Total Permit Area: 1,014,363 SF (23.29 AC)
Modified Total Impervious Area: 458,555 SF (10.53 AC)
Burns & McDonnell

If
E
F
i
2
LEGEND E
BUA AODEP k �'
UUAREMOVEO C
\ \ ,"�• l
$AND FILTER BASIN 1 9
' Tc-12 .SW
ACRES PERMITRNPAAY p
MIN
EASTIn0 if
----- _ C•0.56
--_ ........
"" IMP COVER- 1.06 AC PERMIT6Ol1NOMY
` -"- • . - - _� '. MODIFICATION E
DENOTES
SANG-ELTER -BA5u'I 5- i
_"_.__ .'OA•4.45-ACRE$___ - ___ - Fo MATION
1i ` •✓� -! -�i •+•i �.i_}� E SANG FILTER BASIN 3
^'��AND FLTER •.��-, - �.•^'�-^` '" •;'^� �• �' DA• 4.24 ACRES AWFAC
- DA•1'49 ACRES. y _ 7' �_ _ ( Tc• 12 MIN Q
C-OX7a,S MIN 'Y. ',t'„�', (` � � fir.. nIP COVER. 2.16 AC C
WP COVEjr 0$4'''.•`,
OF PERMIT MQDIFICASIOn$ �}
• • .`` y r`F 'y ,' 9!I }, TOTAL E STING PERMIT AREA 1 O,171 SF (. SAC)
.` 1'TECRGENTEft ORIGINAL' f d' 1 TOTAL EkISTING IMPERVIOUS AREA AfiQ,1T15F (1Q.5fi AC)
SW PERMIT ROl1N0ARY v;•�� �� 'iL
5n&091 Rl } �� PERMIT MODIFICATION 1Vi El4 t y
;v I _ AREA REMOVED FROM PERMIT. 52615F LQ I2AC) N
-..� - ��, f' ♦ '1 i ' ` IMPERvious AREA REMOVED 52B7 SF 10.12 ACT
_ 1 IMPERVIOUS AREA APDEO. A.IIR SF (Q.10 AC) Ad
NELL
\�� A NET IMPERVIOUS DECREASE W AA FA 1'. 1 OH}!iF IQ.@AG)
I. j. •L+` J, I mum
�L T 1" j PERMT MODFIcATION AREA 2 ElA
•' ,'.''' .�; AREA REMOVED FROM PERMIT: 5.T SF lD 13 AD) VA 2312E
r 11j : ♦ O
IMPEflNOUS AREA REMOVED A 473 SF (0.11 AC)
•yJ1 "'GCNSTRVCT CATCN NAsIn , I IMPERVIOuSAREAAPPEP- A,A27 SF 1010 AC) �-
.>,''{ `-II P'IY"Sw�3 'I%Y'11' aT l DYER E%ISTING 16'PIPE _ T NET IMPERVIOUS DECREASE IN AREA 2. 5N SF 10.01 AG
..•:. ••:.! `�I' it ^_ - - DSCNM� ACROSSMCHUGN
.0 i ;`'I'' �• 'A BLvO. TOFPERMR AREA
,, ,; •'I,S. 1�••`•+,ii �'.• 'sh ,_..�•• •. $AND FLTER BASIN 13 TOTAL NET IMPERVIOUS DECREASE 11 .21: 1.616 SF 11104 AC}
OA•0,35 ACRES MODW ED TOTK PERMIT AREA. 10113®SF123.24ACI
} AOTrTOMA1 IMPERV OM9 APOEO NODFIEO TOTAL IMPERYNAJS AREA A365lf SF 1Q.53 AC
SAND FILTER
B W •7 ,: - I TA
MIN 1 1 '
DA• 0.87 ACRES • r °: �, �� an PERMn AR C-0.85
:� •. '• smE REMseo EA '{
C'0.52 1' F} IMP COVER. 0.19 AC
-T?,1 sroflETEnTION e. sln r MooeFrvnn
IMP COVER•0.30 AC �� ��'� , �1i, ,Jl -- �- �s - BIORETENTI BASIN 2 -e.M nwcREs
". I DA•1.60 ACRES c=o.Aa Y
Tc.$ MIN IMP COYER •0.361 ACRE9 µF `
SAND FILTER BASIN 8 IMP COVER- 0.52 AC
OA•1,12 ACf8=5 "`�\ "3e` ._ _ a - -I-r. z: a!
Te•5 MIN \::.` �••,1Ue9y REIASED PERMR TIME _ 7 IlIPERYID115 AREA REMOVED 28
'• 1._ i T FROM PER WT•F9515F� $ W q
C-0.52��-.: I13� 5TIS SF REMWED FROM ' SAND FLTER BASIN B cj
�. I
IMP COvER•0.38 AC �, • „i \{, . 1 C:_ � � � R�A11EA 1 , OA•L44 ACRES 1 =T-
"'CONSTRllCTCUREKONGLIMBOF ``ll TC-8 MSN O QH
wti,, •}1 .` - PERMIT REVISION, SEE DESIGN PLANS UTW I
1 ,;- z•• ; # IMP COVER- 0.54 AL Q =W u
,'- 1. I• Q;i I..-�' `••-� '�; ``.:•c.: •..yt• W C IMPERVR SAREA ADDED TO KEY PLAN = mcc
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m a §
_ BASIN 9 u$ '�• -} 1 �5'.F .• T�'"tr --rl" p "1 SAND FILTER BASIN 10 3
mm ¢�: RE 16Eb PE IT LINE ,}!L �., DA•3.0 ACRES Q VH•I D!
1Q•Yb ' G ! , p ,l26T SF REMOVED FRCM' „_-� -. Tc•8 MIN ,�„ a n
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,c C19-OVER- V.24 AC \ � � 0 i �
_ IMPERYIW9AREA g LL
PERMIT=52WSF
SANG FILTER BASIN _ •-�=_ �-AREA I',� \ t }��
DA•0.23 ACRES _ IMPERVq MEAADDEDTO
Tc•5 MIN
C-0.58
IMP COVER-0"10 AC - - - - - - I `• a 1r.w-
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Dn=1,,»ACRES TCDA.110 'AACRES N
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M,P ooYEA •a3as ACRES MP+CO ER- 0.62 AC - - - _ � •-� " n EX -I
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Hall, Christine
From: Hall, Christine
Sent: Monday, April 13, 2020 2:05 PM
To: Stritzl, Stephen L (Steve); Weaver, Cameron
Cc: Chewning, B Scott; Barraco CIV Talia M
Subject: RE: [External] Birch Street - Package 1 Stormwater Permit Modifications
In looking through the packages, a rescission form for SW8 020113 was found. This request cannot be accepted / acted
upon until an application package is submitted for SW8 920705 demonstrating that the area permitted under SW8
020113 has been incorporated into this other permit.
Also, I noticed that the revised supplements provided for the modification to SW8 091108 were submitted using
Supplement-EZ. This supplement is only for those SCMs meeting the requirements of the 2017 rules and MDC. Instead,
the archived supplements, which can be found on this website will need to be used.
Otherwise, it looks like the outstanding pieces have been submitted. I look forward to our meeting/call tomorrow.
Thanks.
Christine
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Stritzl, Stephen L (Steve) [mailto:[e-mail]]
Sent: Monday, April 13, 2020 11:17 AM
To: Weaver, Cameron <[e-mail]>
Cc: Hall, Christine <[e-mail]>; Chewning, B Scott <[e-mail]>
Subject: RE: [External] Birch Street - Package 1 Stormwater Permit Modifications
Thanks for the update Cameron.
Yes, that was the plan.
Thanks,
Steve Stritzl, RLA 1 Burns & McDonnell
Senior Landscape Architect 1 Land Planning & Design
o 757-819-5347 1 F 757-548-2812
slstritzl&burnsmcd.com 1 burnsmcd.com [bumsmcd.coml
1317 Executive Blvd, V Floor \ Chesapeake, VA 23320
From: Weaver, Cameron <[e-mail]>
Sent: Monday, April 13, 2020 11:13 AM
To: Stritzl, Stephen L (Steve) <slstritzl burnsmcd.com>
Cc: Hall, Christine <[e-mail]>
Subject. RE: [External] Birch Street - Package 1 Stormwater Permit Modifications
Hi Steve

Our offices were closed on Friday. The package was picked up this morning by Christine. She has not had a chance to
look at the package so hopefully the items needed for the reviews of the two projects are included. Thank you for
setting up the call for tomorrow.
Cameron
Cameron Weaver
Environmental Assistance Coordinator
NCDEQ-Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington NC 28405
910-796-7265
Cameron.Weaver ncdenr. ov
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Stritzl, Stephen L (Steve) <slstritzl burnsmcd.com>
Sent: Monday, April 13, 2020 11:06 AM
To: Weaver, Cameron <[e-mail]>
Cc: Chewning, B Scott <[e-mail]>; Barraco CIV Talia M <[e-mail]>
Subject: [External] Birch Street - Package 1 Stormwater Permit Modifications
Good morning Cameron,
We overnighted the additional permit modification items on Thursday of last week, for tomorrow's meeting.
We would like to confirm you have received them.
Thanks,
Steve Stritzl, RLA 1 Burns & McDonnell
Senior Landscape Architect 1 Land Planning & Design
o 757-819-5347 1 F 757-548-2812
slstri#zlCaDburnsmcd.cam 1 burnsmc .com _ urnsm cd.coml[nam05. safe links. protection. outlook. com]
1317 Executive Blvd, YO Floor 1 Chesapeake, VA 23320

BURNS`"ISDQNNELL_
1307 Executive Blvd.
Yd Floor
Chesapeake, VA 23320
TEL [phone]
FAX [phone]
Transmittal
Date: April 9, 2020
Project Name: Birch Street Roadway Improvements — Package l Stormwater Permit Modifications
Tech Center - SW8 091 108 & Wallace Creek - SW8 090109
Cameron,
Attached are the completed applications for both referenced permits, the submittal fee checks,
revised Tech Center — narrative, calculations and supplements to round out the submittal. We are
also including (2) copies of the CP 100 drawing to replace the one you have. It contains some
revisions made by the transportation engineer.
Ls 1. e34_ 1 Cr ." ' 5 k 3
We look forward to our virtual meeting with you.
We are sending these by:
❑ U.S. Mail
❑ Other
® FedEx
❑ Hand Delivery
We are sending you:
® Attached ❑ Under separate cover via the./bllowing items:
❑ Shop drawings ® PrintslPlans ❑ Samples ❑ Specifications ❑ Change Orders
® Other Narratives, applications, & checks
No. Date
Copies Description
1
4/9/2020
2
Tech Center Narrative & CP 100 plan
2
4/9/2020
2
Tech Center Application and supplement form
3
4/9/2020
1
Check for permit processing of Tech Center Application
4
4/9/2020
2
Wallace Creek Application
5
4/9/2020
2
Wallace Creek Plans
6
1 4/9/2020
Check for permit processing of Wallace Creek Application
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
Copy to: File
Signed:
❑ As requested
❑
Approved as noted
❑
Submit
❑
Copies for distribution
® For review and comment
❑
Returned for corrections
❑
Returned
❑
Corrected prints
❑ For distribution
❑
For signature
0
File copy
❑
Other.

c51)-0j
Hall, Christine
From: Hall, Christine
Sent: Monday, March 30, 2020 9:12 AM
To: 'Chewning, B Scott'; Weaver, Cameron; 'Stritzl, Stephen L (Steve)'
Cc: 'Barraco CIV Talia M'
Subject: RE: [External] Consolidated IT Complex & Wallace Creek Scheduled Express
Attachments: RE: P1228 - BIRCH STREET ROADWAY IMPROVEMENTS SW8091108 Mod - Tech Center
All,
Cameron just brought the two packages that were delivered to this office for the two submittal meetings scheduled
tomorrow. Although the cover letter promises to submit the application and fee later, there is no timeline provided of
when these items will be submitted. Additionally, the modification package for SW8 091108 is are not a complete
submittal package. As previously discussed (email attached), with the proposed changes to the drainage areas, revised
calculations and supplements are also required.
Until all of these items are provided, there is no need to hold a submittal meeting. Please advise when these additional
items will be available so the submittal meeting can be rescheduled.
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
ch ristine. hall(a)ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hall, Christine
Sent: Tuesday, March 24, 2020 9:57 AM
To: Chewning, B Scott <[e-mail]>; Weaver, Cameron <[e-mail]>; Stritzl,
Stephen L(Steve) <[e-mail]>
Cc: Barraco CIV Talia M <[e-mail]>
Subject: RE: [External] Consolidated IT Complex & Wallace Creek Scheduled Express
All,
These projects have been "in-house" waiting for complete information prior to scheduling for quite a few months. With
the issues we have had trying to get compete express requests and the various discussions about these projects, I have
concerns about the effectiveness of a virtual meeting. If your organization currently has travel restrictions, it is not
desirable to submit to the regular program, and a virtual meeting is the only option, please note that this will likely cause
additional delays in the Express process. We are willing to attempt a submittal meeting via WebEx, however you will be
required to set up the WebEx for us to attend to discuss these two scheduled projects. You will also be required to
ensure the packages for the two scheduled projects are complete and in this office before March 31". In order to
ensure the package is complete, please refer to 15A NCAC 02H.1042 for the submittal requirements.

BURNS 4 MCSDONNELL_
1307 Executive Blvd.
3x° Floor
Chesapeake, VA 23320
TEL [phone]
FAX [phone]
Transmittal
Date: March 27, 2020
Project Name: Birch Street Roadway Improvements — Package I Stormwater Permit Modifications
Tech Center - SW8 091108 & Wallace Creek - SW8 090109
Cameron,
The completed applications will be sent from Talia Barraco from Camp Lejeune, they are signing
off on the application.
The submittal fees are being processed and will be sent directly to your office separately.
We look forward to our virtual meeting with you.
We are sending these by: C E V E
❑ U.S. Mail ® FedEx �W$� 0 lhatVliv „
❑ 1"ii�A 1 4� +
Other
We are sending you:
® Attached ❑ Under separate cover via the following items:
❑ Shop drawings ® Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders
® Other Narratives
No. Date
Copies Description
1
3/27/2020
2
Tech Center Narrative
2
3/27/2020
2
Tech Center Plans
3
3/27/2020
2
Wallace Creek Narrative
4
3/27/2020
2
Wallace Creek Plans
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
Copy to: File
Signed:
rog
® For review and comment ❑ Returned for corrections ❑ Returned ❑ Corrected prints
❑ For distribution ❑ For signature ❑ File copy ❑ Other:

Weaver, Cameron
From: Weaver, Cameron
Sent: Wednesday, March 11, 2020 3:24 PM
To: Hall, Christine; Chewning, B Scott; Stritzl, Stephen L (Steve); Barraco CIV Talia M
Cc: Casey CIV Jonathan N
Subject: RE: [External] FW: Consolidated IT Complex -Scheduled Express Review
Eli all
This is the second of two confirmation emails setting the first two State Stormwater Permit reviews for the USMCBCL
Birch Street Improvements. This email refers to SW8091108 Consolidated IT Complex.
Thank you for choosing to use the Express program. The Express Stormwate submittal meeting has been scheduled for
March 31, 2020 at 11 AM here in the Wilmington DEQ office.
Please remember that the stormwater express program requires the following:
1. The project is eligible for the express process and is not excluded as described in the 2"d footnote of the express
stormwater fee schedule.
2. The owner or an employee of the owner who is knowledgeable in the project such as a regional manager or
project manager (but not the consultant) attends the express submittal meeting
3. A submittal package that includes:
a. Originally signed and notarized application forms (copies or unsigned farms are not accepted);
b. The person signing the application forms needs to meet the requirements in .1040;
c. Application fee ($4000); and
d. The submittal requirements in .1042
If the items listed herein are not provided, this will prevent the project(s) from being accepted at the express
submittal meeting. in order to keep the Express program efficient and in an effort to accommodate as many projects
as possible, please let us know in advance if any of these applicable items cannot be provided at the meeting.
Please let us know of any issues with this date and time. Otherwise, we look forward to seeing everyone then.
Cameron
Cameron Weaver
Environmental Assistance Coordinator
NCDEQ-Wilmington Regional Office
127 Cardinal Drive Ext,
Wilmington NC 28405
910-796-7265
[e-mail]

Birch Street DEQ Stormwater Comments — 1-10-2020
The following questions are specific to the proposed modification to SW8 090109 — Wallace
Creek Road:
Question:
1. SW8 090108 was most recently modified on February 15, 2018. The information in the
site plan and narrative appear to be based on an older version of this permit. For
instance, the project area of this most recent permit modification is 726,616 sf. I've
attached a summary of the history of this project and permit in case it helps. I know that
Camp Lejeune keeps a lot of their approved plans and records so hopefully you can find
the more recent information from them. However, if you have trouble getting your hands
on it, please let me know and I can help to arrange a file review.
Response 3-2-2020:
Based on our meeting on 2/25/2020 and on the current Permit data provided, the direction for
this permit modification will be to revise the contributing BUA shown on the existing Permit
Boundary Map, along with the stormwater narrative to be resubmitted with the revised Express
Package.
The following questions are specific to the proposed modification to SW8 091108 — Tech
Cen ertert
1. In comparing the site plan submitted with this express request with the latest drainage
area map approved for SW8 091108, it appears that a couple stormwater control
measures (SCMs) may be impacted by the road improvements (e.g. Bioretention basin 2
and Sand filter 12). Please confirm whether there will be any impacts to the permitted
SCMs themselves.
2. The narrative and site plans are divided into 2 different impacted areas. However, there
appear to be 3 drainage areas impacted (Sand filter 11, Sand filter 12, and Bioretention
basin 2). The information will need to be presented based on the drainage areas
approved in the permits. Please confirm that the built -upon area (BUA) to all three
SCMs will decrease.
Please note that any changes to the drainage areas or BUA allocations will require updated
calculations to demonstrate the new minimum required storage volume and updated
supplements to document the revised condition. If the drainage area is changing, an updated
drainage area map would also be needed. For SCMs that were permitted prior to the 2017
rules, the archived supplements (found here) should be used. Please also note that although
only a couple SCMs are changing, Section IV.10 of the application will need to include all the
drainage areas.
Response 3-2-2020:
Based on our meeting on 2/25/2020 and on the current Permit data provided, the direction for
this permit modification will be to revise the contributing BUA to show no net increase in
impervious or pervious area will be directed to the existing (3) BMPs (of which the (2)
Bioretention ponds are interconnected for equalization). The existing Permit Boundary Map will
be updated along with the stormwater narrative to be resubmitted with the revised Express
Package.

Hall, Christine
From: Hall, Christine
Sent: Thursday, January 9, 2020 4:56 PM
To: [e-mail]; [e-mail]; [e-mail]
Cc: Hardison, Lyn; Zorda, Garrett D
Subject: RE: P1228 - BIRCH STREET ROADWAY IMPROVEMENTS SW8091108 Mod - Tech Center
Mr. Stritzl,
The Wilmington Regional Office is in receipt of the 6 express requests associated with the Birch Street
improvements. As I review each of these express requests, I may have questions that need clarification. To facilitate the
process and attempt to reduce confusion and avoid mixing up these projects, I'm going to respond to each email
individually with the questions specific to that project.
The following questions are specific to the proposed modification to SW8 091108:
In comparing the site plan submitted with this express request with the latest drainage area map approved for
SW8 091108, it appears that a couple stormwater control measures (SCMs) may be impacted by the road
improvements (e.g. Bioretention basin 2 and Sand filter 12). Please confirm whether there will be any impacts
to the permitted SCMs themselves.
The narrative and site plans are divided into 2 different impacted areas. However, there appear to be 3 drainage
areas impacted (Sand filter 11, Sand filter 12, and Bioretention basin 2). The information will need to be
presented based on the drainage areas approved in the permits. Please confirm that the built -upon area (BUA)
to all three SCMs will decrease.
Please note that any changes to the drainage areas or BUA allocations will require updated calculations to demonstrate
the new minimum required storage volume and updated supplements to document the revised condition. If the
drainage area is changing, an updated drainage area map would also be needed. For SCMs that were permitted prior to
the 2017 rules, the archived supplements (found here) should be used. Please also note that although only a couple
SCMs are changing, Section IV.10 of the application will need to include all the drainage areas.
hope to look at the remaining requests tomorrow. Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
Christine. hall@ ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
L, Ti. --:�!' Nothing Compares_
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

From: Hardison, Lyn
Sent: Wednesday, January 8, 2020 2:16 PM
To: Hall, Christine <[e-mail]>; Scott, Georgette <[e-mail]>; Zorda, Garrett D
<garrett.zorda @ ncdenr.gov>
Subject: P1228 - BIRCH STREET ROADWAY IMPROVEMENTS SW8091108 Mod - Tech Center
Lyn Hardison [e-mail]
Environmental Assistance and SEPA Coordinator
NC Department of Environmental Quality
Division of Environmental Assistance & Customer Services (DEACS)
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
DEACS.NCDENR.gov
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

k
For DEG Use ONLY
Reviewer:
North Carolina Department of Environmental Quality sunmir
Request for Express Permit Review
Time,
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items Meected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;aiison.davidson(o,ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david-lee(o?ncdenr.gov
• Mooresville or Winston Salem -Marcia Allocco 704-235-2107; marcia.allocco(ftcdenr.gov
• Washington Region -Lyn Hardison 252-948-3842 or lynhardison(a)ncdenr.gov
• Wilmington Region -Cameron Weaver 910-796-7303 or cameron.weaverOncdenrgov
NOTE., Project application received after 12 noon will be stamped in the following work day.
Project Name:
P1228 - BIRCH STREET ROADWAY IMPROVEMENTS County: ONSLOW
Applicant: SCOTT LITTLEFIELD Company: NAVFAC MIDADLANTIC
Address: 9324 VIRGINIAAVENUE City: NORFOLK, State: VA Zip: 23511-3624
Phone: [phone], Fax: _ _ , Email: [e-mail]
Ph sicai Location:BIRCH STREET CAMP LEJEUNE
Provided Existing Permits
related to this Project
SW 8091108
SW
SW _
NPDES
NPDES _
wo
WQ
E&S
E&S
Other
Y
Project Drains into BEAVERDAM CREEK waters — Water classification SB; NSW (DWR Surface Water Classifications Map)
Project Located in WHITE OAK River Basin Is project draining to class ORW waters? N, within '/z mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: BRIAN SCOTT CHEWNING Company: BURNS & MCDONNELL
n
Address: 1305 EXECUTIVE BLVD City: CHESAPEAKE, State: VA Zip: 23320
Phone: [phone], Fax: [phone], Email:[e-mail] ������
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$ # JOBS JAN 0 8 2020
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER: 6Y:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_____linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ElOff-site[SW (Provide permit #)]
❑ High Density -Detention Pond # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Ro-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ® MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permii
❑ Coastal Management ❑ Excavation &Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ® Erosion and Sedimentation Control Plan with >1 acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ® Yes ❑ No Buffer Impacts: ❑ No ® YES: <1 acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
Received from US ALOE ❑ Yes ❑ No
For DEQ use rmly.
Fee Split for multiple permits: (Check #t ) Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
1
$
LQS
$
Stream Deter,_
$
NCDEQ EXPRESS March 2016

0
1.0 STORMWATER MANAGEMENT NARRATIVE
1.1 References
• UFC 3-210-01, Low Impact Development, with Change], 01 February 2016
• Technical Guidance on Implementing the Stormwater Runoff Requirements for Federal Projects
under Section 438 of the Energy Independence and Security Act (EISA 438), December 2009
• North Carolina Department of Environmental Quality (NCDEQ) Stormwater BMP Manual, 2018
edition
• North Carolina Administrative Code Section 15A NCAC 02H
1.2 Design Approach
The high -density Technology/Telecommunication Complex Permit, number SW8-091 108 involves
Additional turn lanes and improvements to the receiving lanes at the intersection of Birch/Cross Street
and McHugh Boulevard. This intersection will also receive a new traffic signal. The existing permit,
based on original permit documents provided by DEQ, show the permit area to be 1,025,405 SF (23.54
AC) with 460,171 SF (10.56 AC) of impervious area. To accommodate for the proposed roadway
improvements the permit boundary will be modified, removing existing impervious area from the permit
area and adding new impervious area associated with the widening. This is accomplished by adjusting
grades and adding catch basins to direct runoff away from the permit area.
An area along Cross Street (Area 1) and an area along McHugh Boulevard (Area 2) will be modified as
demonstrated in the table below:
Total Existing Permit Area:
Total Existing Impervious Area
Cross Street Modifications, Area 1
Area Removed from Permit -Area 1
1,025,405 SF (23.54 AC)
460,171 SF (10.56 AC)
5,267 SF (0.12 AC)
Impervious Area Removed @ Area 1: 5,267 SF (0.12 AC)
impervious Area Added @ Area 1: 4,185 SF (0.10 AC)
Net Impervious Area:
1,082 SF (0.02 AC)
Burns & McDonnell

I
McHugh Blvd Modifications, Area 2
Area Removed from Permit -Area 2:
Impervious Area Removed @ Area 2
Impervious Area Added @ Area 2:
Net Impervious Area:
Total Net Impervious Decrease
Modified Total Permit Area:
Modified Total Impervious Area:
5,775SF (0.13 AC)
4,957 SF (0.1 1 AC)
4,423 SF (0.10 AC)
534 SF (0.01 AC)
1,616 SF (0.04 AC)
1,014,363 SF (23.29 AC)
458,555 SF (10.53 AC)
Burns & McDonnell

I
I
I�+
�
4J
1
I
SUMMARY OF PERMIT MODIFICATIONS
f
TOTAL EAISTING PERMIT AREA
1, 025495 SF 173 5k AC)
TOTAL FA 5 EI NG IMPERVIOUS AREA
AUU. ITS SF(10.SO ACI
PERMIT MODIFICATION AREA 1
AREA REMOVED FROM PERMIT.
5.257 5F I0.12 AC)
IMPERVIOUS AREA REMOVED
5.267 SF (9-12 AC)
I.FERVIDU'S.:FAAODEO
a. HIS SF(D. IDAC)
NET IMPERVIOUS DECREASE IN AREA 1:
1,082 SF 1002 AC)
PERMIT MODIFICATION AREA2
AREA REMOVED FROM PERM17.
5 775 SF 10.11 AC]
im ERAOUS AREA REMOVED
3S676F1O. 11 AC)
IMPERVIOUS AREAAO0E0
A 423 5F (D 10 AC)
NET IMPF RVIOUS DECREASE IN AREA 2.
534 SF (D91 AC
TOTAL NET IMPERVIOUS DECREASE (1-21
1.515 SF (O.D4 AC)
-- MDDI FLED 107AL PERMIT AREA
1p14 3 SF (23 7S AC)
MODIFIED TOTAL IMPERVIOUS AREA
459Y SF(1053 AC)
TECH Cf NTER ORIGINAL ` , •, k r CONSTRUCT CATCH BASIN TO
SWPERMITBOUNDART f�/ J \ CAPTURE RUNOFF ALONE' CURB AND
' SVA-O9119B f -"J-- • _ ,,ihl..1 \ OUT OF VERIAT AREA
RPE CDIIXEC7 BETWEEN BOTN
i' � Cd15TRUCT CATCH B15 W 1, � '• \\ UTCN BPSW!
r ��\ OVERE&S GTMPIPE„
\ DF8G 11ARGE NCAOBS M[XUG11
"I= `: BLvoo(1raPERMfTAREA� �,`��• .' \ AREAz
3
II
i
PERMPERM YIOVS MEA REMaIEO FROM
fT •aS51 SF
l t'�\`. 'f� ' jY,, pLOfTgw1L IMPERVgUS AOCEp \
r •A �. Y /� WT510E RE1I5ED PERMIT ARE/.
REVISED PERMIT LINE `\` --EA 2.
5,1158F REMOVEO 'C, ` IMPERVIOUS AREA ADDED TO
FROM PERMITAREA ; \ PERMITaa A2T8F '
s.- -,� ` COnPERIATCURS/ CSE LIMO OF
•1 �'P -.; ` PERMTREYISION SEEDLANS i! \
' L- :. ♦, ♦ k PLATYS /
REVISED PERMIT LINE
\/ 5161
R 4O
FRGN PE E RMR ARE. '�C[
LEGEND ` I MPFRVIOuS MEA ADDED ID •- f •.
4 BUR ADDED
BUR REMOVED
PERMIT BOUNDARY EXISTING N IMPERYIryUS AREA REMOVED FROM
PERMIT =5207 SF
�•••••�••••�• PERMIT BOUNDARY MODIFICATION 1 ,:�•,-- .,��-`,I`l1 - 1 REVISED PERMIT LINE
I KEY PLAN f
PLAN
NORTH
S
IN
�J
An _
IN1iFJ1
TYE BLVD.
1p
:, VASSTA

Half, Christine
From: Hardison, Lyn
Sent: Wednesday, January 8, 2020 2:16 PM
To: -Hall, Christine; Scott, Georgette; Zorda, Garrett D
Subject: P1228 - BIRCH STREET ROADWAY IMPROVEMENTS SW8091108 Mod - Tech Center
Attachments: REQUEST FOR EXPRESS form FINAL -Tech Center.docx; Stormwater Management
Narrative -Tech Center.docx; Appendix A_PR-1_PermitModificationPlans-Tech Center.pdf
Lyn Hardison lyn.hardison2ncdenr.gov
Environmental Assistance and SEPA Coordinator
NC Department of Environmental Quality
Division of Environmental Assistance & Customer Services (DFACS)
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
DEACS.NCDENR.Rov
E-mail correspondence to and from this address.may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

vro
p-

Hall, Christine
From: Hall, Christine
Sent: Thursday, May 18, 2017 9:19 AM
To: 'Medvick, Stephen G CIV NAVFAC MIDLANT, IPTMC'
Cc: Cutchin, Meredith A CIV NAVFAC MIDLANT, IPTMC; Bradshaw, Thomas C CIV
MARFORCOM, I&F - PWD - DESIGN
Subject: RE: Birch Street P-1280B existing permits
Steve,
.1. Though, technically, it would be good to correct a past oversight, if the Hobby Shop permit is not being impacted by
the new proposed improvements to Birch Street, then I won't require it to get revised to account for the improvements
approved in 2009. If that permit is being impacted by the new proposed improvements, then it should be corrected.
2. If those drainage areas are being impacted, this sounds correct. q 7 OLIN
I1-p�
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
-----Original Message -----
From: Medvick, Stephen G CIV NAVFAC MIDLANT, IPTMC [mailto:[e-mail]]
Sent: Wednesday, May 17, 2017 4:25 PM
To: Hall, Christine <[e-mail]>
Cc: Cutchin, Meredith A CIV NAVFAC MIDLANT, IPTMC <[e-mail]>; Bradshaw, Thomas C CIV
MARFORCOM, I&E - PWD - DESIGN <[e-mail]>
Subject: RE: Birch Street P-1280B existing permits
Christine
1. The attached pdf of the Hobby Shop shows the proposed improvements on Birch Street. As noted, the proposed
improvements end in front of the Hobby Shop site. We are tying back to the existing pavement section around station
201+00. The new pavement is shown in red and the new grass median is shown in green. The existing pipe from the site
to the BMP is shown in red. As per our discussion, the Hobby Shop BMP was permitted with Birch Street as a 2 lane
road --the drainage map exhibit is labeled as 1997 . Birch Street was widened to 4 lanes as per your email with permit
SW8 090109 and what you call an "other" permit that is approved for linear public roads and bridges. We may be able
to tweak the proposed improvements so that we add no additional hard surface to the Hobby Street BMP with this

project. Does that matter, or do we need to modify the Hobby Shop permit to include the Birch Street lane widening
that was completed 10 years ago?
2. There are several sites where our new work will directly impact the existing BMP's. For these sites, I presume it will be
straight forward. For the P-1311 site on McHugh and Cross Street (Birch Street extended) the existing road will be
widened along the entire frontage of McHugh and Cross Street. From the attached P-1311 exhibit --it appears that this
work will impact BMP's 11 and 12 along Cross Street and BMP's 1,2 and 3 on McHugh. We plan to revise the calculations
on all 5 of these BMP's. is that correct?
FYI --I have information on SW8 120612 (LD - for the North Wallace Creek roads and jogging trails). This permit does not
appear to be impacted by our Birch Street work. This permit modified the Parachute Tower connection to Birch Street ,
but we are not working in that area.
I am also familiar with SW8 081015 (HD for the Wallace Creek Complex) as I modified this permit for my design of the P-
138 BEQ. A copy of this drainage exhibit is attached. The Birch Street work and the widening of Wallace Creek Road will
not impact this permit.
Please let me know if you prefer to discuss any of this by phone.
Thanks!
Steve
Steve Medvick, P.E.
Civil Engineer
NAVFAC MIDLANT
Marine Corps IPT
*Building Z-140, Room 104
*9324 Virginia Avenue
*Norfolk, VA 23511-3095
Phone: [phone]
Fax: [phone]
Email: [e-mail]
-----Original Message -----
From: Hall, Christine[mailto:[e-mail]]
Sent: Tuesday, May 16, 2017 2:59 PM
To: Medvick, Stephen G CIV NAVFAC MIDLANT, IPTMC
Cc: Cutchin, Meredith A CIV NAVFAC MIDLANT, IPTMC
Subject: [Non-DoD Source] RE: Birch Street P-1280B existing permits
Good questions.
SW8 090109 is what we call an "other" permit that is approved for linear public roads and bridges. This one was
approved before the determination was made that there were no "public" roads within Camp Lejeune. (of course the
2017 rules, redefined these road improvement projects again) I found 2 other permits that were issued as part of the
improvements made to this area: SW8 081015 (HD for the Wallace Creek Complex) and SW8 120612 (LD - for the North
Wallace Creek roads and jogging trails).
The impact to SW8 970408 may not have been identified or known when the widening was approved. The last action to
SW8 970408 that I see in our files was from 2008, but that was a renewal.

STATE OF NORTH CAROLINA, Department of Environmental Quality,
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 [phone]
FILE ACCESS RECORD
DEQ SECTION: REVIEW TIME / DATE: Z . bC) - i j?l
NAME: rMAV \C-rrRe\ EMAIL:
REPRESENTING: PHONE:
Guidelines for Access: The staff of Wilmington Regional'Office is dedicated to making public records in our custody readily
available to the public for review and copying. We also have the responsibility to the public to safeguard these records and to carry
out our day-to-day program obligations. Please read carefully the following guidelines signing the form:
Due to the large public demand for file access, we request that you call at least a day in advance to schedule an
appointment to review the files. Appointments will be scheduled between 9:00am and 3:00 m. Viewing time ends at
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is available.
You must specify files you want to review by facility name. The number of files that you may review at one time will
be limited to five.
UIR
4. You may make copies of a file when the copier is not in use by the staff and if time permits. Cost per copy is S.05 cents.
Payment may be made by check, money order, or cash at the reception desk.
FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from the office. To remove,
alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for which you can be fined up to
$500.00. No briefcases, large totes, etc, are permittedin the file review area.
C,, it 9c j'rsNecessary large plan copies can be scheduled with Canreron.WeaveQncdenng, 919-796-7475 for a later date/time at
an offsite location at your expense. Large plan copies needed should rbe attached on top of the file. Allways�Graphics
can be contacted to setup payment options IWntten'questioits ma}.be left,�tiitlitthis completed form and'a staff
T - -w, .�'i;4,c7 �3i�� � M n.
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G:IADM/SharedlFile Review Access Form rev 2018