SW8030720_Express Request Form_20210608

For DEQ Use ONLY
Reviewer:
North Carolina Department of Environmental Quality
Request for Express Permit Review Submit:
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 coma feted DETAILED ngEg!i2efts flan I and vicinity (same items expected in th on
of the project location. Please include this form in the application package.
* Asheville Region -Alison Davidson 828-296-4698;IEE224gZgi2g@aqgEgLM
* Fayetteville and Raleigh Regions -David Lee 919-791-4204;
* Mooresville and Winston-Salem Regions -Paul Williams 336-776-9631; p2gLewi111ams@ncdenrGov
* Washington Region -Lyn Hardison 252-948-3842 or IZI.hardison ncdenr.Rov
* Wilmington Region -Cameron Weaver 910-796-7265 or camero
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: P1312 MARINE CORPS ENGINEERING SCHOOL APPLIED INSTRUCTION FAC, C2�QNSL
Applicant: NEAL PAUL Company: US MCB CAMP LEJEUNE
Address: BLDG 1005 MICHAEL RD. City: CAMP LEJEUNE, State: NC Zip: 28547-
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location :COURTHOUSE BAY - EAST SIDE OF HORN RD, NORTH OF CLINTON ST AND MCX
Provided ExistinA rmits
Ee
related to this Project
SV1J
SW
SVII
NPDES
NPDES
010
E&S
E&S
Other
Project Drains into NEW RIVER RESTRICTED AREA #2 waters — Water classification SC (DWR Surface lnlater Classifications Map)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N, within X, mile and draining to class SA waters N, or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: M. ROBIN AUSTIN Company- CATLIN ENGINEERS AND SCIENRISTS
Address: 220 OLD DAIRY RD City: WILMINGTON, State: NC Zip: 28405-
Phone: [phone], Fax: Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
so
El Scoping Meeting ONLY ❑ DWR, 0 DCM, X DEMLR, E] OTHER: Aa
SECTION TWO: CHECK ONLY TPERMITTING 711'6
❑ 401 Unit F1 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 El Isolated Wetland (linear ft or _acres)
0 Riparian Buffer Authorization 0 Minor Variance [I Major General Variance
State Stormwater El General [I SFR, El SFR < 1 ac. 0 Bkhd & Bt Rmp, [] Clear & Grub, El Utility R Other
F1 Low Density El Low Density -Curb & Gutter — # Curb Outlet Swales 0 Off -site [SW _ (Provide permit
M High Density -detention Pond — # Treatment Systems El High Density -infiltration #Treatment Systems
F1 High Density -Bio-Retention — If Treatment Systems El High Density —SW Wetlands # Treatment Systems
El High Density -Other — It Treatment Systems / [--] MOD:0 Major R1 Minor 0 Plan Revision—E] Redev, Exclusion SW 030720 {Provide perniii
El Coastal Management El Excavation & Fill ❑ Bridges & Culverts El Structures Information
[:1 Upland Development ❑ Marina Development n Urban Waterfront
N Land Quality 0 Erosion and Sedimentation Control Plan with 8 acres to be disturbed. (CK # & Amt. . (for DEQ use))
SECT ION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT for both s��s i and e teas eetln re uest
Wetlands on Site F1 Yes 0 No
Wetlands Delineation has been completed: [] Yes E No
US ACOE Approval of Delineation completed: E] Yes E] No
Received from US ACOE ❑ Yes E] No
M
Buffer Impacts: M No F] YES: _acre(s)
Isolated wetland on PropertyE] Yes M No
404 Application in Process wl US ACOE: n Yes M No Permit
F o D F Q, u fl
Total e AmoLmf t
SUBMITTAL DATES
Fee
SUS n`TAL DATES
Fee
CA A
$ Variance (0 Maj; E] Min)
$
SW (0 HD, F-1 LD, [] Gen)$
1401:
$
LQS
St,
$ Stream Deter­
NCDEQ EXPRESS June 2019

The P1512Marine Corps Engineering School (MCES) project site islocated onthe east side of
Horn Road in the Courthouse Bay region of Marine Corps Bmma Camp Lejeune (K8CBCL). in
Qns|ovv County North Carolina, Latitude and Longitude are 34.581085N, -77�363062VV
respectively. The project site is the former location of a water treatment plant that has since been
demolished. The site is undeveloped and includes agravel access road from Horn Road tothe
Marine Mini Mart (MCX). There is an active State Storrnvvoter Permit (SVVO 030720) for this site
that includes the Courthouse Bay Regional Pond.
This project will construct a new two-story K8CES Applied Instruction Facility that will include
'outdoor covered o|aaarournmJ|eb mpoma, hazardous material storage building, covered lumber
storage, ^and m 3'__ g_ ~ ||on JP-8 aboveground fuel storage tank.
�-
Site
~ ` will consist of grading, surface parking for 125 vehicles, bus drop-off lama
along Horn Road,
~ roadways, curbs, sidewalks, landscaping, fencing, and pedestrian and bicycling
features.
The project site is located within the White Oak River basin. Based on available information,
ntonnvvaterrunoff from this site drains tothe Courthouse Bay Regional PondAccording bothe
design branch of the Bose Public VVnrko [}epartm/ent, the pond outfa|| is likely captured along
Munro Road and discharges into New River. This portion of the New River (New River Restricted
Anaae#2' Stream Index 19-37\ has been classified by the State as SC waters.
The site is generally flat with elevations ranging from 9' to 14' per the vertical NAVD 1988 datum.
The project site is located within the 100
` flood per
" Flood Insurance Rate Maps (FIRM)
3720438000Keffeyctive 6V19/2020. Base flood elevation (BFE) is 10.0. In accordance with UFC
3-201-01. Chonge3. the K4{}ESis considered oohdoa| struntune, and therefore, the proposed
building's finished floor elevation has been set at elevation 13.00. 3 feet higher than the BFE.
There are nowetlands within the proposed project limits, The site is located within an existing
developed urban area inthe Courthouse Bay region ofK8CBCamp L jeune.
The US Department of Agriculture (USDA) Natural Resource Conservation Services soil mapping
indicates that the site consists of\&andofine sand and Urban land. Depth toseasonal high-water

investigation performed in January 2021.the depth to shallow groundwater table sdthe MCES
project site is approximately 2.9 to 7.4 feet below land surface (BLS). The seasonal high water
table ranges from 26 inches to 72 inches BLS.
The existing Courthouse Bay Regional Stormwater Pond was constructed for the original dining
hall. The pond was permitted in 2O07for 34.S% BUA (8VV8 030720) and revised July 27. 2010
with a potential build out condition that is not proposed with this project. The permit was modified
in 2010 for an addition tothe dining hall that reduced the future BUA by 5.643 of. Thenafon*, the
future BUA allowance under the existing permit with no build out of the pond is 192.590 sf.
K8axirnunn BUA threshold for the current pond (without build out) is 43.896 or 960.508 sf of
impervious area.
Amodification hothe existing State StormmvaterPermit 3W8O3O72Dharequested for this pngeot.
8.281 afofexisting gravel road, 5.158 afofOff-Site Parking and �
will be removed. New impervious consists Vf5A.707 mfofbuildings, 78.572 sfofparking, 18.055
sfofsidewalks, and 2.816 sfufasphalt pavement for the bus drop-off along Horn Road. AAain,
nobuild out ofthe existing pond iarequest. The project wj||nsnlnve4D.218efoferistingpernnitted
impervious area and add 160,150 sf of new buildings, parking, and sidewalks for a total of 119,932
9fofnew impervious. Therefore, this modification will reduce the future impervious from i 90

29 cw .u.
20
NEW RIVER, NORTH CAROLJMA 5553111 V742 EDITION 9.NGd
a°
PoNufA4WNGRAPH - ••.'.
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Cameron,
Please see attached request for express review of the P1312 located on the east side of Horn Road at Camp Lejeune.
Let uyknow when you can schedule uyfor anexpress review meeting.
Thanks,
Robin
M. Robin Austin, P.E., LEED AP
Manager, Civil Division
CATUN Engineers and Scientists
Z2OOld Dairy Road, Wilmington, N[284O5
920-7I6-1312
ENVIRONMENTAL | CIVIL | GEDTE[H0|C4L

CA
v At

New Impervious @ P 1312 Site
Total
Cover Description
New Bus Turnout
New Sidewalks
New Parking Lot
New Buildings
Existing Off -Site Impervious Removed
119,932.0
2.75 Ac
119,932.0
2.75 Ac
Area
2,816
19,055.1
78,572.0
59,707.0
119,932.0
2.75 Ac
-
- Ac
Total Impervious =
2.75 Ac
% Impervious =
100.00%_
Gravel Road at P1312
8,281 sf
SBB46
5,511 sf
SBB50D
3,985 sf
SBB52B
2,976 sf
BB50A
170 sf
BB50B
262 sf
BB50C
1,406 sf
BB52
11,259 sf
BB110
247 sf
BB111
827 sf
BBS1 11
136 sf
Conc Pad @ SBB52B
5,094 sf
Steam Vauft @BB52
64 sf
Total
40,218 sf

f

GRAYED N 6 O>l—UOlL-901—
DRIVE
x
u mT
a.
jp'�r��3 BQ 9 DEMOLITION PLAN
SHEET NOTES:
i. UNLESS OTHERWISE STATED, REMOVE ALL U➢7U➢ES SERNNG OB49 TO THE UTILITY MAIN.
2. ANY UTILITY, STRUCTURE, OR PAVEMENT NOT TO BE DEMOLISHED THAT IS DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED
AT CONTRACTOR'S EXPENSE.
3. COORDINATE DEMOUBON AND REMOVAL OF ALL TELECOMMUNCATIONS SYSTEMS WITH BASE COMMUNICATIONS GROUP NA ROICC A MINIMUM OF
30 DAYS PRIOR TO PERFORMING THE WORK.
4. REMOVE ALL ON -SITE PAVEMENT TO SUBGRADE. FINE GRADE SITE TO DRAIN AND STABILIZE DISTURBED GROUND WIN ER051ON CONTROL AS
PER HOPED REQUIREMENTS.
5. WHEN CONFLICTS EXIST WITH CROSSING INACTIVE/ABANDONED UT11TY, REMOVE ENTIRE PIPE SEGMENT, CAP, AND BACKFILL
0. DO NOT OPEN CUT ROADWAYS FOR REMOVAL OF EXISTING UTILFTY. CUT, CAP, AND FILL PIPE SEGMENTS (TO BE ABANDONED) "IN FLOWABLE
FILL UNDERNEATH ROADWAYS.
7. REMOVE ALL SIDEWALKS WITHIN THE PROJECT BOUNDARY.
8. GOVT HAS RIGHT OF REFUSAL TO KEEP UCTRICA., MECHANICAL, AND FIRE PROTECTION EQUIPMENT PRIOR TO DEMOLITION. GOUT REWIRES A
2 WEEK NOTIFICATION PRIOR TO REMOVAL/DISCONNECTION.
9. REMOVE ALL APPURTENANCES ASSOCIATED WITH THE UTILITY TO BE REMOVED SO THERE 15 NO PRESENCE OF THE UNUTY AT GROUND
SURFACE.
10. WHEN PPING 15 ABANDONED IN PLACE, PROVIDE A MINIMUM 24 INCH PLUG LENGTH AND ALL ABANDONED PIPING WITH PLOWABLE FILL,
REMOVE EXISTING DEER STRUCTURES TO 3 FEET BELOW EXISTING OR NEW ADJACENT GRADE, WHICHEVER IS GREATER. BREAK UP BASES TO
PERMIT DRAINAGE. PILL WIN CLEAN SAND
11 PROPERTY DISPOSE OF ALL REMOVED DEBRIS OFF GOUT PROPERTY. BACKFILL THE EXCAVATIONS MADE TO REMOVE DEBRIS WITH COMPACTED
SELECT FILL MATERIAL_
KEY NDTES
O BUILDING/STRUCTURE
O DEMOUSH ASPHALT LEAVING 18'
BORDER ALONG JACKSON STREET
0 CONCRETE
4 ELECTRICAL UNE
4 COMMUNICATION LINE
Q COMMUNICATION LINE ABANDONED
Oj WATER SERVICE
WATER SERVICE ABANDONED
SANITARY SF_WER
SANITARY SEWER MANHOLE
O STORM DRAIN PIPE
PROPANE TANK
OFFICIAL USE ONLY
Vff
4r`HlTiivr--7iif:PdEY.

PLAN
NORTH
[?1312, 131313, B1314, SBB83, SBB82& SBB81 DEMOLITION PLAN
LEGEND
KEY NOTES
`l A] 1 1 St
STEAM UNE
t BUILDING/STRUCTURE
SEWER LINE
ASPHALT
CON CRETE
F—
NOTE:
ARCHAEOLOGICAL SITE AREA
WATER SERVICE LINE
4. CTRIGAL THE
CIE
5. ELECTRICAL LINE ABANDONED
0
1,
0612, 0513, 8014, 55653. 50852 & 58551 AGE LOCATED ON AN
COMMUNICATION UNE
6, COMMUNICATOR LINE
C,
ARCHEOLOGICAL SITE AND WILL REQUIRE SPECIAL OBSERVATION AND
OVERHEAD ELECTRICAL UNE
CAMINO ICAMN LINE ABANDONED
rd)
MONITORING DURING DEMOUTION.
T WAVER SERVICE
NOTE
UNDERGROUND EUECTRCAL USE
FENCE
WATER SERVICE ABANDONED
iO. STEAM LINE VAULT
R,
Uj
1.
REMOVE ALL UTILITIES SERVING OB12, B813, FIT, SB883. SBB82 & SBB81 TO GTE UTILITY MAIN UNLESS SHOWN OTHERWISE.
UNITS OF DISTURBANCE
11. STEM HEAT COOL LINE
=
g
at
2,
ANY UPUTY, STRUCTURE, OR PAVEMENT NOT TO BE DEMOLISHED THAT IS DAMAGED OURINC CONSTRUCTION MUST BE REPAIRED DR REPLACED
72. STEAM HEAT/COOL LINE ABANDONED
a-
� V,
3
AT CONTRACTOR'S EXPENSE.
GO BRAD DEMOUTON AND REMOVAL OF ALL SELECOMMUNGATIONS SYSTEMS WITH BASE COMMUNICATIONS GROUP VIA RUICC A MINIMUM OF
SWALE
TIGHT POLE
SANITARY SLAVES
SANITARY SEWER ABANDONED
a.
<
k
30 DAYS PRIOR TO PERFORMING THE WORK
REMOVE ALL ON -SUE PAVEMENT TO SUBGRADE, FINE GRACE SITE TO SEND AND STABILIZE DISTURBED GROUND WITH EROSION CONTROL AS
EM
UTILITY POLE
14,
5. SANITARY SEWER MANHOLE I V
6. CHIP POLE
G,
5.
PER NCOEO AMUSEMENTS
WHEN CONFUCTS EXIST NTH CROSSING INACFVE/ABANDONED UNITY, REMOVE ENTRE PIPE SEGMENT, CAP, AND SACKFUL.
STEAMVAULT
17. FIRE HYDRANT
S
DO NOT OPEN CUT ROADWAYS FOR REMOVAL OF EXISTING UTILITY. CUT, CAP AND FILL PIPE SEGMENTS (TO BE ABANDONED) MIR TURNABLE
IS
FIRE HYDRANT
S
Y
7,
FILL UNDERNEATH ROADWAYS.
REMOVE ALL SIDEWALKS WITHIN THE PROJECT BOUNDARY.
0
SANITARY SEWER MANHOLE
8
GQVT HAS PUNT OF REFUSAL TO KEEP ELECTRICAL, MECHANICAL, AND PRE PROTECTION EQUIPMENT PRIOR TO DEMOUVON. CQVT REQUIRES A
COMMUNICATOR MANHOLE
2 WEEK NOTIAGA77ON PRIOR TO REMOVAL/DISCONNECT, N.
ASPHALT
------
9. REMOVE ALL APPURTENANCES ASSOCIATED WITH THE UTILITY TO BE REMOVED SO THERE IS NO PRESENCE OF THE UTILITY AT GROUND
$URFA
10 TO
WHEN PIPING IS ABANDONED PLACE, PROVIDE A MINIMUM 24 INCH PLUG LENGTH AND FILL ABANDONED PIPING NTH PLOWABLE FILL.
REMOVE EXISTING UTILITY STRUCTURES TO 3 FEET BELOW EXISTING OR NEW ADJACENT GRADE, WHICHEVER 15 GREATER. BREAK UP BASES To JIM CONCRETE
PERMIT DRAINAGE. FILL WITH CLEAN SAKE)
11
PROPERLY OSPOSE OF ALL REMOVED DEBRIS OFF COVT PROPERTY. BACKALL THE EXCAVATIONS MADE TO REMOVE DEBRIS WITH COMPACTED
SELECT FILL MATERIAL
-4
OFFICIAL USE ONLY

m
1
2
3
4
5
t1MIi5 OF DISNA&JiCE a ),It AC
PROJECT LIMITS
I I
I I
I ��
1 _
_
7=dQ1 _
t_®
r?
/A
o
o
? i
NOTES
I ESITE PREVIOUSLY OCCUPIED BYWAT R TREATMENT PLANT:
DEBRIS MAY REMAIN FROM TION
ETMO
OF THEINiL, E CONTRACT CUR
OF THE PLANT. CONTRACTOR SHOULD ANTICIPATE 3 FEET GF BURIED
O
DEMOLITION DEBRIS AND/OR UNCONTROLLED FILL MATEWAL IN THE
£
5
YTCiNiTY OF BORINGS 798-05, 398-06. AND i9BMP-06 SHOWN 9N
_..
MAPS INCLUDED PATH THE REP. REPLACE WITH IMPORTED BACKFILL.
2. REMOVE EXISTING GRAVEL ROAD BED IN SOUTHWESTERN PORTION OF
k
1
SITE.
10
Q
`
i
J�\
\ODD;;
3. DEMWSH & RECONSTRUCT SIDEWALK PARALLEL WTH HORN RD
11THIN ME PROJECT BOUNDARY.
4. REPAIR OR REPLACE ANY UTILITY, STRUCK) E, OR PAVEMENT NOT
ro
T
o;
TD BE DEMOLISHED THAT IS DAMAGED DURING EDNSWUCTON.
REMOVE AND RELOCATE ANY UTILITY THAT IS TO REMAIN THAT IS
I.
w
WITHIN 10 FEET OF THE BUILDING FOOTPRINT
COORDINA E DEMOLITION AND REMOVAL OF ALL TELECOMMUNICATIONS
1
SYSTEMS Yd Di EASE COMMUNICATIONS GROUP VIA ROICC A MINIMUM
OF 30 DAYS PRIOR TO THE WORK.
7. COORDINATE DEMOUPONPERFORMING AND REMOVAL Of EE0flNG
BASE PAS A MINIMUM OF 2 WEEKS
WT
TO PERFORM
PRIOR NG E
0ggq
4
is
4�
i
t 7 t�
(�
si �'• 1�
9
IOD'LOD 00,f.0
LECENO
ss SEWER SERVICE LINE
—n--rr— WATER SERVICE LINE
v -- STORM DRAW UNE
COMMUNICATION LINE
- — — - OVERHEAD ELECTRICAL SERVICE LINE
e ELECTRICAL LINE
NOTE:
THE EXISTING FEATURES AND APPURTENANCES SHOWN ON THESE PLANS WERE
TAKEN FROM BASE SUPPLIED GIS INFORMATION AND A FIELD SURVEY
CONDUCTED BY CAPE FEAR ENGINEERING DATED 12/15/202D AND SEALED ON
G4/15/2021, ALL UNDERGROUND UTUIT,ES SHOWN SHOULD BE FIELD VERIFIED
BY THE CONTRACTOR BEFORE BEGINNING ANY CONSTRUCTION ACTIVITY.
i! T
DLOU LD13--L06L06LOtrL.O[3-HOfiPIflOAD
PLAN
NORTH
DEMOLITION PLAN
SCALE = 1:40 luj
4p' 0 40' 80
SCALE: 1"=40' (Horiz.)
� i Z
A
I. SIDEWALK
2. TREE (TYP.)
S. LIGHT POLE AND FOUNDATION
4. OVERHEAD ELECTRICAL UNE
5. POWER DOLE
5. STORM INLET
7. WATER SERVICE
B. GRAVEL DRIVE
9. STORM DRAIN LINE
C
I
ra

D
C
m
0
LEGM
SEWER SERVICE LINE
WATER SERVICE LINE
STORM DRAIN LINE
COMMUNICATION ONE
--- E ELECTRICAL SERVICE LINE
EXISTING STORM BRAD ONE
- -- -- - EXISTING OVERHEAD ELECTRICAL SERVTS FINE
�. EXISTING UNDERGROUND DUCIHANK
I
PLAN
NORTH
SITE PLAN
SCALE = 1:40
40' 0 40' DO,
SCALE: 1"=40' (-L,')
2
3
N
1. SURFACE PARKING PROVIDES 120 VEHICLE SPACES, 5 ACCESSIBLE SPACES
AND 5 MOTORCYCLE SPACES.
2. THREE DOUBLE -SIDED BICYCLE PACKS ARE SHOWN THROUGHOUT THE SITE
AROUND THE BUILDING, ACCOMMODATING 5% OF THE APPLIED INSTRUCTION
FACILITY FIE,
3. MNNTAN EXISTING TREES WHERE POSSIBLE.
r
-
4. SEE PAVEMENT PLAN FOR PAVEMENT SECTORS
5. PROJECT SITE IS LOCATED WITHIN A 100-YEAR FLOOOPLAN. BASE FLOOD
-
ELEVATION IS 10.00,
D. REMOVE INACTIVE, ABANDONED CAST IRON WATER MAIN THAT RUNS BESIDE
10" ACTIVE MAN ALONG HORN RD IF ENCOUNTERED DURING CONSTRUCTION.
MUST BE REMOVED WITHIN ME TRENCH ADD CAPPED ON BOTH SIDES OF
TRENCH.
7, OIL/WATER SEPARATOR WALL NOT CONNECT TO SANITARY SEWER OR STORM;
FOR PUMP OUT ONLY.
�01
"aol l4 CRm4
J
KEY NOTES
i;
p*
Oi P1312 MARINE CORPS ENGINEERING SCHOOL APPIJED INSTRUCTION
FACILITY (MCES FACILITY) BUILDING
ENTRANCE PLAZA
AREA
lI
4 OUTDOOR COVERED !AB SPACE
Q OUTDOOR
��{{
Q 3,D00 GALLON DIESEL JP-8 FUEL, ABOVE -GROUND STORAGE TANK W/
'A,
'I
SECURITY FENCE AND PEDESTRIAN GATE
SECURITY
FAZMAT STORAGE BUILDING
22
COVERED LUMBER STORAGE
® CONCRETE STAB
04 z�
'.
® PARKING LOT
:Sx
IP BUS DROP-OFF LANE
\�
O EXISTING SIDEWALK (TYP.)
GOOD. WALKWAY
v
PEDESTRAN PATH TO DUMPSTER
f
O TRIPLE COMPETES PAD WITH FULL ENCLOSURE
i5 BICYCLE PACKS, (TYP)
26
9 CAYb
® BENCH (ttP)
n NEW SIDEWALK EXTENDS TO CONNECT TO EXISTING SIDEWALK
ENTRY CONTROLLED VEHICULAR ACCESS LOCKABLE SWING GATE (TYPH
O FLARED END SECTION (TYP.)
Q PEDESTRIAN CROSS WALKS AT ALL. VEHICULAR CROSSINGS (ttP)
TI VEHICULAR CONNECTION TO EXISTING PARKING AREA
39
,
33' UNOBSTRUCTRED SPACE
( �!
® BOLLARD (TYP)
1`
O CHILLER FULL ENCLOSURE
a5 WATER SERVICE
-
O GAS LINE
1
O SANITARY SEWER
R25.0'
j'Uj
Q GRAVEL
LO
0' r
w+�
39 FIRE LINE
LOD ..:
,�/
^
`l FIRE HYDRANT
0
WATER VALVE WITH VALVE BOX (TYP)
`
32 OIL/WATER SEPARATOR
y
O STORM INLET (TYP)
OFOC
® 2' MOWING STRIP
® EXISTING WATER VALVE
O MOTORCYCLE PARKING
® SERVICE TRANSFORMER (SEE ELECTRICAL PLANS)
59 CURB AND GUTTER (TYP)
O MECHANICAL EQUIPMENT YARD W/ CONDENSERS, SEE MECH PLANS
Q EXISING FIRE HYDRANT
42 20' x 20' COVERED BLEACHER
NOTE: 0 3' GRAIN LINE FROM ELEVATOR SUMP
THE EXISTING FEATURES AND APPURTENANCES SHOWN ON THESE PLANS
WERE TAKEN FROM BASE SUPPLIED GU INFORMATION AND A FIELD SURVEY O 4" OILY WASTEWATER CRAFT UNE
CONDUCTED BY CAPE FEAR ENGINEERING DATED 12/15/2020 AND SEALED ��\\
ON D4/15/2021. ALL UNDERGROUND UTILITIES SHOWN SHOULD BE FIELD V SANITARY SEWER CLFANOUT (TYP,)
VERFIED BY THE CONTRACTOR BEFORE BEGINNING ANY CONSTRUCTION
ACTVATY.
4
A
I.
I
A

3
.5 OFFICIAL USE ONLY
■I

EXISTING POND
PROJECT LIMITS -
I I
HEAVYONC
TUT PAVEMENT
-ti "^
CEMENT
^ �+ -: e.-.
CONC ITS
® CONCRETE '
bUMPSTER PAD
'r
EAVik T OVLITIT!_F,$
-
'
... HEAVY DUTY CONCRETE
PAVEMENT
_
i
HEAVY bVtt BINMINOUS CONCRETE PAVEMENT SECTION (ROADWAYS):
5,615 BY
g
00'�.
INCHES POINT HMA SURFACE COURSE TYPE 59.5C
KITES ROBOT INTERMEDIATEUR E TYPE H9.UC
COO COURSE
° ° Op ° 04 ° ° ° 00
t
S INCHES ROBOT AGGREGATE 645E COURSE
t WW"tN,
50%, (OVERLAAASHTO M24-
1.
p-�f3- D
Opp O00p 0O�00o0 pOp0OOOp OpOp0Op 00 Qp0
{r
`
R
ELONGATIONATO
SEAM
ELONGATION CSQ%, SEAMS OVERLAP 24" MIN.)
IN.)
-'.
-_
OOp
..
LIGHT DUTY BITUMINOUS CONCRETE PAVEMENT SECTION (PARKING
00 Op O° QO 00 00 U� O O°
�
':-.'P'.1
:.
LO T): 2,254 Sy
.�
3 INCHES NCOOT HMA SURFACE G011RES TYPE 59.5C
.:
..
-
'f
-
• 8 INCHES ROBOT AGGREGATE BASE COURSE
STABILIZATION GEOTEXTTE (AASHTO M288 CLASS I WOVEN,
HEAVY DUTY BITUMINOUS
CONCRETE PAVEMENT
-
-
_
- O
\
ELONGATION 15M, SEAMS OVERLAP 24" MIN.)
(
4
(ROADWAYS}
P1312
_
CONCRETE SIDEWALK PAVEMENT SECTION 2,043 BY
T
4 INCHES PORTLAND CEMENT CONCRETE
_
4 INCHES NCWT AGGREGATE 64SE COURSE
AGGREGATE SECTION 215 BY
4 INCHES NO, 57 STONE
�J1}'
I
f -
HEAVY DUTY CONCRETE I.E.FAYSECTION: 1,1320 BY
'
..
CONCRETE
MOFORCYCIE -
...
o '- ',
-
-
-
9 INCHES PORiIAND DEMENT CONCRETE, 650 PSI FLEX
.D _ _ _
STRENGTH
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STABILIZATION GEOTEXTILE AASHTO M288 CLASS 1 WOVEN,
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6 INCHES NCDOT AGGREGATE BASE COURSE
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NOTES:
EROSION AND SEDIMENT CONTROL MEASURES MUST BE DESIGNED IN
ACCORDANCE rii1H THE NODES ERO51©N AND SEDIMENT CONiR4L DESIGN
7 0 \ MANUAL LATEST EDITION
- / TEMPORARY DIVERSON pITCH:J1 UNED WITH JUTE NEtTiNO, -IS I 2. INSTALL.
AAA EROSION CONTROL MEASURES PRIOR TO ANY SITE EXCAVATION OR
1 7
SEE DETNLS Ci AND A3, SHEET C 50i REGRADING. ALL DISTURBED AREAS ON THE SITE MUST BE STABILIZED NTH
I LOAM, SEED AND MULCH, OR OTHER METHODS AS REQUIRED.
CONTROL MEASURES AS SPECIFIED STRUCTION UNTIL ALL TEMPORARY EROSION AND ENT
FIED ON THE PLANS HAVE BEEN INSTAUED.
t ggqp ` ddd 4. MAINTAIN EROSION CONTROL MEASURES AT ALL TIMES. IF IMPLEMENTATION OF
{ THE PLAN DOES NOT PRUDE FOR EFFECTIVE EROSION CONTROL, IMPLEMENT
\ ADOTONAL MEASURES TO CONTROL OR TREAT SEDIMENT SOURCE.
STABILIZE DISTURBED AREAS NTH TEMPORARY VEGETATION WITHIN 7 DAYS.
jj a4 ESTABLISH PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WTHIN 15
1'' ">- WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FQUO1NG
\� COMPLETION OF CONSTRUCTION.
TEMPORARY DIVERSION DITCH fJ, _ \ q 6. 2PECT EROSION CONTROL MEASURES AT LEAST WEEKLY AND AFTER EACH RAIN
SILT FENCE. TYP
SEE METAL Cl, SHEET C 5D7 b♦ EVENT AND REPAIR TO ORIGINAL CONISTON AT INSTALLATION. O
SEE t1E.A�L AY SHE,; ]. DO NOT EXCEED 2H' IV SLOPES SOUTH EXCAVATIONUYBACKS ,
41\ fl PROVIDE EROSION CONTROL MEASURES FOR STOCKPILE AND LAYDOWN AREAS
SEE C-511 FOR CONSTRUCTION SEQUENCE.
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1 TEMPORARY DIVERSION DITQ{ /2
SEE DETNL Cl, SHEET C-507 N MI' RAISIN (3AFFtES PP
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m� SU FENCE
- SEWER SERVICE LINE
WATER SERVICE LINE
- STORM DRAIN LINE
COMMUNICATON LINE
OVERHEAD ELECTRICAL SERVICE LINE
_._. ELECTRICAL USE
UNDERGROUND DUCTBNN
El INLET PROTECTION
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GRADING AND DRAINAGE PLAN
NORTH
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AROUND THE
0 6
2. IN ACCORDANCE WITH UFC 1-200-02 CHANGE 1, FINISHED GRADE
THAN THE FINISHED FLOOR
SCALE _ 7:40
1- s 5 5 1 2 .65 D
PERIMETER OF THE BUILDING IS 6 INCHES LOWER
TO PROVIDE POSITIVE DRAINAGE IN
acL--
-
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ACCORDANCE WITH UPC 3-201-01.
3. 3. MAX FILL SLOPE IS 3:1.
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[External] RE: P1312 Marine Corps Engineering School
�-� Robin Austin <n]bin.aUStin@cat1inU3O.[0rn>
To Norris, Kd|ieE <kel|ie.nonis@ncdencgov^; 8arraco[NTb|iu M /ta|ia.barraco@usmcmi|>
[c: Hall, Christine <[hhstine.HaU@)ncdencgov>;Weaver, Cameron /comemn.weavor@ncdencgov`;Josh Norris
^[e-mail]`
�U 2 attachments (6 MB)
P1312impervious and C0Calculations ]MNO71321,pdtP1312-Civil- K4CESand Off site 7-l2-21,pdt
CAUTION: External email, Do not click links oropen attachments unless you verify. Send all suspicious email as an attachment
See attached. P1312bthe new facility being built.
TheexiydnAinnpervioustgbedemmUshe6is4O,ZI8stTh1sindudesthe°off-sitebui|dings"nneaningtheYarenot
on the site with P1312 but are still within the permitted area of SW8 030720�
The proposed new impervious associated with P1312 MCES Facility is 160,150 sf
Therefore, the increase |nimpervious for this project isl6Q,15Osf-4[\2I8sf=l19,932sf
Based on your email below and the latest permit indicating the future BUA allotted is 190,962 sf, the modification
will request 119,932 sf of new impervious and a reduction of the onsite future amount from 190,962 sf to 71,030
sf.
Let usknow ifyou have questions orrequire additional information.
Thank you,
Robin
M.Robin Austin, P.E.(NC, FL, SC, GA, VA)0EED AP
Manager, Civil Division
CATQN Engineers and Scientists
ZZDOld Dairy Road, Wilmington, NC28405
Ofhce91O-452-5B61 | Direct91D-7I5-1312
ENVIRONMENTAL | CIVIL | G[oTECH0|CAL
From, Norris, KeUieE<ke|Meoorho@ncdenrgov>
Sent: Tuesday, July 1],2O219:45AM
To: Robin Austin <robin-austn@cadinusa,com>; Barraco [|VTaOa &4 <taHa.barraco@usmcrni|>
Cc. Hall, Christine <Chrisdne.Hal |@ncdenr.gov>;VVeaYer�Cameron <cameron.vveaver@ncdencgov>
Subject: Pl312Marine Corps Engineering School
|arncurrently reviewing the express request for the subject project, iwould like 10request msite map of the
demolition proposed and a site map of the proposed construction of the intendons of this project. This will also
help meinmaking sure that all proposed 8UA'is inside the existing drainage area. Thenarrative also men -dons

In looking at the latest permit, the future BUA allotted amount is 190,962 sf. In the provided narrative, the future
amount is listed as 192,590 sf, In research, it looks like this BUA value came from the 2010 permit. 1 have
attached the most recent version of the permit. Please confirm and revise all documentation in the express
request as necessary, Also, in the attached permit, it states that there is no offsite in BUA. As stated above, your
narrative mentions the demolition of offsite buildings, Can you clarify?
V—&i rs, EfT
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
E-mail correspondence to andfrom this address may be subject to the North Carolina Public Records Low and may
be disclosed to third parties,