NCS000173_OTHER_20120326

STORMWATER-DIVISfON-COIIING-SNEET
PERMIT NO.
DOC TYPE
❑FINAL PERMIT
❑ MONITORING INFO
❑ APPLICATION
❑ COMPLIANCE
N OTHER
DOC DATE
o a o i 2.OS a b
YYYYMMDD

"9 r, 26. 2012 12:50FM
IrumbuH ASphilt
N o. b 2 ;� F. 1
ASPF LT EMULSION INC_
FACSBIILE TR.ANSNIISSION
To:. L /N_'DA w t c.c 1 5
FROM: S! Ey.E _�r44tit� Y
TOTAL PAGES INCLUDING COVER:
107 amdell st.
moTeheadcity,n. c.
28557
off-252-222-3332
fax-252-222-3339
6'0`1-3o-s'-L/i7U
FAX#
DATE:_---)
COMMENTS: THr4nrk- oU / Cil�t T t r

1�1 11 12:1�►F'M f r Urr,L�
AsphaltErmuisions, Inc.
Bobby Boyd
107 Arzndall Street
Morehead City, NC 2$557
Dear Bobby,
1407 Business Cent= Drive
Conyers, GA 30094
966-839-4255 (loll Free)
770-850-9401 (office)
T--922-5262 (Fax)
XSPS Q9: 2011-928 EM/Morehead City
December 13, 2011
Thank you for the opportunity to provide the following proposal_ As your X Stream pressure Servvicrs, bx %
()LPS) representative, I greatly appreciate this oppommity to earn your business_ Please call me with any
questions or concerns.
XSPS is pleased to present this proposal for:
TANK 19 CLEANING PROJFJCT �-Dk 'Pe r"as
LOCATION:
Same as above
CONTACT:
Sartre as above
OMCE,PI'Ci ONE:
[phone]
CELL PHONE:
[phone]
FAX:
(252.) 222-3339
EMACL:
Hobby.boydLiz) asphalt-emidsion.corn
SCOPE OF WORK:
• Mobilize crew experienced m safe teak c1mming procedures.
• Meet with facility representative to review facility, operation, & safety prncedures.
• Conduct a site evaluadion & complete tailgate safety meetings. XSPS, Toe, will have certified confine space
personnel on -site during the errors cleaning project
• Project setW-
• X Stream provides all proper PPE to employees for all cleaning tank interior.
■ Lack Outrrag Out and any other isolation procedures required for the tank.
• Start performing atmospheric testing — testing will be performed every 1 hr, to the has and documented on the
CSE permit. Set up continuous ventilation (fans & air duct) on the tank.
• Perfarm services stned in the job description below.
• Have tank interior and exterior grounds around worksite inspected and approved by a cuter representative
prior to demobilizing from the job -site.
Atlanta, GA Fart Worth, TX Memphis, TN Richmond, VA
Corp. Office

Mar.2b. 2012 i2.'5OPM IrurrbuII A h It Nc.6215 F. 3
1407 Business Center lkive
Qmyms, GA 30094
866-839-4255 (Toll Free)
770--860-9401 (uf ice)
770-922-5262 (Fax)
JOB DESMI[MON:
o High prmum clean the interior floor surface (W x 20) and wal l (8 x 12 — perimeter) inside teak 19,
removing waste boil lup.
• Utilize our waste water recycling methods to eliminate the coast of disposal. Estknated amount of water
usage is 1400 gallon%. Our method will collect, separate solids from liquid, and recycle the water back
fox our cleaning process. This system is a complete enclosed loop system.
• All solids will be disposed of into dumpster&%nkets provided by XSPS, Inc.
• M.Vosal cost and transportation cost is handled by castomer.
a Wastewater will be filurcd to a level and permitted for disposal.
PROJECT COST:
Wank 19 Cleaning Cunt:
Mob/De-Mob, Sctup & Ttur Down Coat:
Tank Intudar Cirsniug Cost:
PICM
prior bff1r500.00l we can
1_)hyvmI Handling, Transportation & :Foes:
All fees will be handled by the customer.
CUSTOMER RESPONSI"sX1lMES: -
• Verify the following with authorizaban.
• Provide easy access tD the work area.
S4,i00.00 (not tQ exceed cost)
S3,400.00 per 10br. day (aatimated 2 days)
all the blawem that are at the fidlity.
longer In
• Supply continuous water aoms to accommodate up to 50 gallons per minute delivery.
• Supply an electrical supply of 480, 100 amps. if this is not available., please advim.
• Rashimm facilities. if needed XSPS, Inc. can provide a ports potty and bill for serviecs accordingly,
All methods employed by XSPS are generated with operator safety as the primary concern. All XSPS technicians arc
experienced in all aspects of high pressure blasting techniques.
7b accept the above scope of worlr, price, terrsss and customer responsibilities please oxecute the authorization section
below. A copy of this acceptance must be roceived by XSPS before any work can be scboduled. Thaak you for this
opportunity to earn your business and please enjoy continued success.
Si nccrelp,
Lisa Martin
Regional Manager of Customer Development
X Strearn Pressure Services inc. (HQ)
1407 Business Center Drive
Conyers, GA 30094
618-485-3887 (Cellular)
shumvIblasterCaW.corn
Atlanta, GA Fort Worth, TX Mempbis, iTl Richmond, VA
Corp. Office

rir
aiytical omit ©I alitative Limit Vehicleomit comments History inspections Inddents Enforcements Violations
Mails 1 Details 2 8itiing Events Reg. Activities Affiliations Reviewers Related Permits NO Publish Q
Permit CS000173
Status: Iln review
1.
Update pate
Event Type
Event Date
,Due Date
C�
Comment
; Lasi Updated By
Owner name changed
05127/2014
shelton-sullroan
05127/2014
Application received
0312612013
bradley.bennett
0410812013
!
Application acknowledged
bradley.bennett
0410812013
j
Application reviewed
bradley.bennett
0410812013
Permit Drafting Initiated
bradley.benneit
04108QO13
' Add...
Public notice published
bradley.bennett
04108/2013
Region comments on draft re...
bradley.bennett
0410812013
Region comments on draft re_..
bradley.bennett
0410812013
,.:
aotaiis.
Scheduled issuance
bradley.bennett
0410812013
Permit issued
bradley.bennett
0410812013
emovi
a<�ack Next � Finish
close
:[Page 111� j�SID PMEL

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N 45.25'33#,
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DRAINAGE AREA=3.5 AC.
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X IMPERVIOUS = 100%
200
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o 3e ( STORAGE A2 1► '`�- - STORAGE
z ►No G& , ? MOREHEAD CITY TERMINALS MOREF D- G1T TERMINALS MOREHEAD CITY
PAVED IxESE1. AS! fo CSP.4 4 O /
TUG BOAT
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ar u..,...__.._ ;"`� i.3r=;::
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INLET 7C:, ! STORAGE
MOR HEAD CITY TERMINALS
ON
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X IMPERVIOUS $ 100X 30
OUTFALL
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IMPERVIOUS AREA=4.8 AC.
X IMPERVIOUS = 100%
OUTFALL 700
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IMPERVIOUS AREA=0.8 AC.
X IMPERVIOUS 10OX
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OUTFALL t,00 OUTFALL ,2oQ OUTFALL 1300 OUTFALL 140d JB OUTFALL 1300
DRAINAGE AREA=O.fi AC. DRAINAGE AREA=0.8 AC. DRAINAGE AREA-0,6 AC. DRAINAGE AREA-0,4 A' DRAINAGE AREA=0.9 AC.
IMPERVIOUS AREA-0.6 AC. IMPERVIOUS AREA-0.8 AC. IMPERVIOUS AREA-0.6 AC. IMPERVIOUS AREA-0-4 AC. IMPERVIOUS AREA-0.9 AC.
X IMPERVIOUS = 100X X IMPERVIOUS = 100% X IMPERVIOUS 100% % IMPERVIOUS = 10OX % IMPERVIOUS 100%
BOGUE SOUND
OUTFALL 700
DRAINAGE AREA=0.4 AC.
IMPERVIOUS AREA=0.4 AC.
% IMPERVIOUS 100%
OUTFALL
DRAINAGE AREA-0.15 AC.
IMPERVIOUS AREA=0.15 AC.
X IMPERVIOUS = 100%
OUTFALL
DRAINAGE AREA=0.6 AC.
IMPERVIOUS AREA=0.6 AC.
X IMPERVIOUS = 100%
OUTFALL
DRAINAGE AREA=1.3 AC.
IMPERVIOUS AREA=1.3 AC.
X IMPERVIOUS = 100X
OU TFALL
DRAINAGE AREA-16.6 AC.
IMPERVIOUS AREA=13.8 AC.
83X IMPERVIOUS
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PROPERTY LINE
RAILROAD TRACK
STORM DRAINAGE PIPE ---�
STORM DRAINAGE INLET
j STORM DRAINAGE MANHOLE
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DRAINAGE DITCH
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DRAINAGE STRUCTURE NUMBER
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SAMPLING LOCATION
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POTENTIAL POLLUTION SOURCES��
{_REFER TO SECTION "A' OF
WnOTER
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%
202005-JAN 2005
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Pd 45'25'33"
32. '
SOLID PHOSPHATE CONVEYOR
644.60' N 81°1523" E 334.88' N 84'00'43" E 426.42'
� N 89'52'33" � BARGE BERTH
r �
VEGETATED LINDEVELOPEO AREA ♦� r
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VEGETATED UNDEVELOPED AREA
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07
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� 1 12`
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20D 112 S
110 ii -� \ `� `\ i _ [LJ
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DRAINAGE AREA=3.5 AC. 12- Al 109 110J7
IMPERVIOUS AREA=3.5 AC. N 15- Al 108 1ai J - \\ \\ \ i i 0
% IMPERVIOUS = 100% PH 2t' 24 Al ii rl PHOSPHORIC \\ \\ \\ \j rii
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O 12" _ 105 O
105 15• A2 1A05 SHOPS AL �\ �, 1 ! ri USED C/?af
A5 ... .�...� r 1 Ii OIL 0
A4 105 104-
Al
24`
We ` 3A1 105 24" r l i i DIESEL FUEL APONES
CZ3i ri r; TANK TANK FARM REOC 11D NG MANOR[C ACID
S 2A 105 !J
��` 15,000 GAL. COATING
1 A 105 104 I r 102 !
rii 10,000 GAL. OIL FOR DUST
f © SUPPRESION
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907 00
ACID RAIL
24• - LOADING ,
A4 STATION 902
9 PORT 906 903 ♦ ,
'$+ ao" 7 A27 Al
3 ro sow PUyp ` `irr _
'4*907 as
A5 .. DrrGH 904
wooDCHIP #2
907 f \A%�TUNC Drrcx 905 901
OUT OF SERVICE
•
DRAINAGE AREA=6.7 AC. c4' r 416 '
IIMPERVIOUS AREA=6.7 AC. '� �� ❑
%IMPERVIOUS = 100% I o"""'��"` _����__�� '� 422 RAIL go
s4 LOAD OUT '
4a8 421
® w - L
cn ,s �
D 415
0 420 �/
0) LLB 4°2 OIL/WATER SEPARATOR FOR rj r
PROCESS WATER DISCHARGE 100 r
NPDES PERMIT NC00077419 T
� 413 ❑ Q
OUTFALL 400
DRAINAGE AREA=5.9 AC.
IMPERVIOUS AREA-=5.9 AC.
% IMPERVIOUS = 100%
� �N y
DITCH • ,
WATER
. 90
Al
o, 903 r
r� A2 ,
}y4A
� CONTAINER &DRUM
550 GAL STORAGE AREA
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MOTOR 0IL/ TRANSMISSION
FLUID/HYDRAULIC FLUID WOODCHIP #3
DRUMS
4B Q .� WC3
U 1F
l BB USE T OIL DIE GAL. DRUMISTORA v 10,000 GAL ^ WOODCHIP #1
DIESEL AST AND INSIDE GE AREA DIESEL AST
�i DITCH
v SED OIL AST orr�N WC1
506 U S M C i
00 PAVED SETTLING BASIN
0 �] 1 H
1 L VEHICLE RETAINING WALL
500 GA
USED OIL AST WASHDOWN
AREA F.
r 803 ETER
3 ! N HAY BALES /SEDIMENT
} H M I-M M M � .. � �
r , AT INLET
411 / 3 �� 00
1 �C' w
UNDERGROUND 403 (� (n 506
INFILTRATION I Al O B5
SYSTEM I CO PUMP
A1N,k
41 D °jy �T SEPARA RE�� + +�
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® � SKI glAll
r 44 � �►, L1J
409 ,
4a7 ' 405 KGIT SEPARATOR FROM t56 BOA N
o ¢a6 OISCHgT�NMEN7 AREA
OUTFALL Sop
DRAINAGE AREA=29.8 AC.
IMPERVIOUS AREA=29.8 AC
% IMPERVIOUS = 100%
OUTFALL soo
DRAINAGE AREA=4.8 AC.
IMPERVIOUS AREA=4.8 AC.
% IMPERVIOUS = 100%
OUTFALL Tao
DRAINAGE AREA=0.8 AC.
IMPERVIOUS AREA=0.8 AC.
IMPERVIOUS = 100%
o s
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STORAGE ,
DOWNSPOUT nn TANKS
CONNECTION �V/ �! Q w
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00
WAREHOUSE 10 513
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GENERAL MAIN
803 '32•p
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AREA
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0
n
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KEROSENE 17J
AS 803
v
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GENERAL MAINTENANCE
CRANE AND EQUIPMENT
OFFICE BLDG.
4%
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= I
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v �804 10,000 GAL.803
118.90,
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OUTFALL 1oa
DRAINAGE AREA=17.8 AC.
IMPERVIOUS AREA=11.5 AC.
65% IMPERVIOUS
6.
MORAN OF MOREHEAD CITY
DIESEL AST Al
m0. OUTFALL TFALL eoo
� 501 ; 506::: ♦ z4 '�• ,Bx sot aoa DRAINAGE AREA=16.6 AC.
Al ♦� 18-x's �4- ♦ Sd7 '°• 24" °8' IMPERVIOUS AREA=13.8 AC.
• B �,.,.,; 514 515 804 DUMP5TERS 803 .'
�� sos 805 �� 83% IMPERVIOUS
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602 `�''
0 0 6a5 o
sa3 604
SEM,,,.,rO
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16"121• 4" 4., 4" 4,. 1 4„ 4„ 91, QtiPE�
509 I 1 11'x18' ARCH PIPE
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f� ,1,1111, 601 TRANSIT SHED 3 I w 510 511 511 511 511 511 I 802 802 802
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701 • MATERIAL I
0
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HANDLING I I �♦
2/""1
HOPPER 2B CRA, 1 1 I . 1 ' 1 1 O ,h
WASHINGS „ MAINTENA%4 1 1 I 1 1
11aa BERTH 7 1200 2583.92' 13oa S 83'38'28" W 140o PIPELINE / SHIP 1500 BERTH 5 0 0 2700 ' z8an ' 2soa BERTH 4 BERTH 6 o CONNECTION PIT 0
OUTFALL 110o OUTFALL 120o OUTFALL 130o OUTFALL 1400 3B OUTFALL 150o OUTFALL 270o OUTFALL 2aoo OUTFALL O 290o OUTFALL 55oa O
DRAINAGE AREA=0.6 AC.
IMPERVIOUS AREA=0.6 AC.
% IMPERVIOUS = 100%
DRAINAGE AREA=0.8 AC.
IMPERVIOUS AREA=0.8 AC.
% IMPERVIOUS = 100%
DRAINAGE AREA=0.6 AC.
IMPERVIOUS AREA=0.6 AC.
% IMPERVIOUS = 100%
DRAINAGE AREA=0.4 AC.
IMPERVIOUS AREA=0.4 AC.
% IMPERVIOUS = 100%
DRAINAGE AREA=0.9 AC.
IMPERVIOUS AREA=0.9 AC.
% IMPERVIOUS = 100%
BOGUS SOUND
DRAINAGE AREA=0.4 AC.
IMPERVIOUS AREA=0.4 AC.
% IMPERVIOUS = 100%
DRAINAGE AREA=0.15 AC.
IMPERVIOUS AREA=0.15 AC.
% IMPERVIOUS = 100%
DRAINAGE AREA=0.6 AC.
IMPERVIOUS AREA=0.6 AC.
% IMPERVIOUS = 100%
DRAINAGE AREA=1.3 AC.
IMPERVIOUS AREA=1.3 AC.
% IMPERVIOUS = 100%
N
100 50 0 100
SCALE IN FEET
LEGEND
DRAINAGE AREA•
PROPERTY LINE
RAILROAD TRACK
STORM DRAINAGE PIPE
STORM DRAINAGE INLET
STORM DRAINAGE MANHOLE
DRAINAGE DITCH
DRAINAGE STRUCTURE NUMBER
907
SAMPLING LOCATION
;eq'
POTENTIAL POLLUTION SOURCES
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ORMWATER POLLUTION
PREVENTION PLAN)
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