NCG020842_MONITORING INFO_20160405

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
IV CCU b 0
DOC TYPE
❑HISTORICAL FILE
[� MONITORING REPORTS
DOC DATE
p d b I (a loN JS
YYYYMMDD

= ANNUAL SUMMARY DISCHARGE MONITORING
REPORT (DMR) — STORMWATER
SUBMIT TO CENTRAL OFFICE'
General Permit No. NCG020000�
Calendar Year .z elis
"Report ALL STORMWATER monitoring data on this form (include "No Flow"/"No Discharge" a W1 c' rk
Exceedances) from the previous calendar vear to the DEC) by MARCH 1 of each ve a
Certificate of Coverage No. NCG02 ❑O ®PEZ ©© 4V
Facility Name: 2.y dy� C r� Sc�/ G r�_����VFp
County: id APR 0.5 Zof6
Phone Number: (0 S2 ) Z 2 9 <16 2 p Total no. of SDOs monitored /JD (-aio
CE1d RAL FILES
Certified Laboratory Lab # D1 R—SECT10f,
I Lab # i
Stormwater Discharge Outfall (SDO) No. VMA Outfall? Yes ❑ No L�
Is this outfall currently in Tier 2 for any parameter? Yes ❑ No
Was this outfall ever in Tier 2 during the past year? Yes ❑ No
If this outfall was in Tier 2 last year, was monthly monitoring discontinued?
Yes, enough consecutive samples below benchmarks to decrease frequency ❑
Yes, received approval from DEMLR to reduce monitoring frequency ❑
No, turbidity benchmark exceedances did not require monthly monitoring
Other i 2 O PP/# 15 FxM rlr9,A5/wf ktNelI Cd� ❑
Upstream
Downstream
New
Total
TSS,
SS,'
Turbidity,
(U) Turbidity,
(p }Turbidity,
Non -polar
Motor Oil
Outfall, No.
Rainfall,
mgll
mill
NTU
NTU
NTU
O&G, mgll
,
Usage
inches
V
(VMA)
allmo.
Stormwater
circle
circle
NIA
NIA
?
Benchmarks
lndlcaro NO
FLOW it
benchmark
100150
U
�6enehmark
50/25110
Water Quality
water Quality
CJ
ge req
averago requires
l SS and Non -polar
a llcaLfe
•
standard applies
Standard applies
O&G monitoring
Date Sample
P
H`1 F°d
`� x a
c;,
: r
�;
,. r ,
_ ti w 1.� �.
, " �;�•��,
a• � t�sa
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Collected 1
a;'"ate
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a
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p«.y�
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Permit Date 1011I2015 — 9/30/2020
Last Revised 10-2-20 i 5

i
Certificate of Coverage No. N0002 o❑I M®�1
Additional Outfall Attachment (make copies as needed for additional outfalls)
Stormwater Discharge Outfall (SDO) No. NI'lil- VMA Outfall? Yes ❑ No ❑
Is this outfall currently in' tier 2 for any parameter? Yes ❑ No
Was this outfall ever in Tier 2 during the past year? Yes ❑ No
If this outfall-was in Tier 2 last year, was monthly monitoring discontinued?
Yes, enough consecutive samples below benchmarks to decrease frequency ❑
y ,1
"�Yes�`received approval from DEMLR to reduce monitoring frequency ❑
�. •, No. turbidity benchmark exceedances did not require monthly monitoring
Other
J
Outfall No.
Total
Rainfall,
inches
TSS,
mgll
SS,
mlLl
Turbidity,
NTU
Upstream
(U) Turbidity,
NTU
DownstreamM6WA)New
(D) Turbidity,
NTU
':
Motor Oil
Usage
allmo. {
c t
Sformwat@:
' =:Tr-'41=10W
Benchmarks,
S; '.,
'fndc, ateNQ
1l' i
:a llcaDfe ., v�
,circle
Benchmark
-
i 0U�50
0 1
`-..circle
Benchmark
�p�2511 t)
,. --
-, NIA
r Water Quality
S,ar tlard a 6es
;,.r pp. --;:.
- -`' NIA. "
a.`
-Water Quality
Standard applies
-
15 .
;
a55 gaumo: '
- average requires
TSS and Non•polar
08G munitorin
Date Sample
Collected,
mnlddlyr ,
Permit Date 1011/2015 - 9/30/2020
Last Revised 10-2-2015

ti
Certificate of Coverage No. N0002 O❑®®©
Additional Outfall Attachment (make copies as needed for additional outfalls)
Stormwater Discharge Outfall (SDO) No. /JA VMA Outfall? Yes ❑ No ❑
Is this outfall currently in Tier 2 for any parameter? Yes ❑ No ❑
Was this outfall ever in Tier 2 during the past year? Yes ❑ No ❑
If this outfall was in Tier 2 last year, was monthly monitoring discontinued?
Yes, enough consecutive samples below benchmarks to decrease frequency ❑
Yes, received approval from DEMLR to reduce monitoring frequency ❑
No, turbidity benchmark exceedances did not require monthly monitoring ❑ _
Other ❑
'�i` i (n�
t � 1
,t.
tOutfa11,1No
"
w b iN � �I efrf�
Total:
Rainfall;�
t -Sl i M1
fM 1 �1 -
, �7SS t
k,i�g1
i.. 9♦♦!� �.��
rtr•
�' SS;
.mc
�mVl
Y _��KI �i�
�. �
>,,:p
STurbidity,(U)
N
�� �... ; _4 �,3 .--
� � � µ 1 L�1,,
U streams
TuA bitli#y,
N7U
�� 1
rl ��,, y(.t4'
Downstream
(D) Tur#�itlity,
NTU
-'y'�.Y 'T?r'k
;1,�77` A�� ,fir h
Non-polarotor�Ott��
08�G, mgll
�r
r,tiF Newyy�s
iA
sage
. Uheso
Stormwater
Benchmarks
Indicate NO
FLOW it
applicabio r
Circle
Benchmark
100150
0.1
Circle
Benchmark
50/25/10.
NIA -
. Water Quality .
Standard opplles.
N/A -
Water Quality
Standard applies
1
>55 galima.
average requires
TSS and Non polar
O&G monitoring
Date.Sample
a;iColle;cfed;,-MEN
;��'molddlyr's
mmmmm
Permit Date 1011/2015 — 9130/2020
Last Revised 10-2-2015

,m
Certificate of Coverage No. NCG02 ©FJ EE it
CERTIFICATION
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
[Required by 40 CFR §122,22]
Signature
Date
Mail Annual Summary Stormwater DMR to the NCDEQ Central Office:
Note the address is correct — Central Files is housed in DWR (not DEMLR)
N.C. Department of Environmental Quality (DEQ)
Division of Water Resources
Attn: DWR Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Central Files Telephone [phone]
Questions? Contact DEMLR Stormwater Permitting Staff in the Central Office at:
[phone]
Permit Date 10/112015 — 9/30/2020
Last Revised 10-2-2015

UNITED STATES Si'ATE OF NORTH CAROLINA ASKIN QUADRANGLE
�y DEPARTMENT OF THE INTERIOR DEPARTMENT of NATURAL AND ECONOMICNORTH CA RESOURCES ROLINA—CRAVEN) CO.
-. GEOLOGICAL SURVEY _ _ _ _ __ _
510 01
FEI
34
35"07'30-"
77•1
41
\�v
V
----• ••.., oII� IIyIpI wronna L,eoaeuc survey
Topography by photogrammetric methods from aerial
photographs taken 1974. Field checked 1975
Selected hydrographic data compiled from NOS chart
11552 (1975)
This information is not intended for navigational purposes
Polyconic projection. 10,000-foot grid ticks based on North
Carolina coordinate system (Lambert conformal conic)
1000-meter Universal Transverse Mercator grid, zone 18
1927 North American Datum
To place on the predicted North American Datum 1983
move the projection lines 12 meters south and 27 meters
west as shown by dashed corner ticks
Fine red dashed lines indicate selected fence and field lines where
generally visible on aerial photographs. This information is unchecked
Revisions shown in purple and woodland compiled in cooperation with
State of North Carolina agencies from aerial photographs taken 1980 and
other sources. This information not field checked. Map edited 1983
MN*
GN
7v, !�
t33 MILS I' t'11'
21 MILS
OTM GRID AMC) 1993 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
02
50 000
__ET
41W
1 1 ­,r +.c•r vw -
°
--- -- ..... '10
317OMm.E 77r1w,
I MILE
1000 0
ROAD CLASSIFICATION
1000 2000 3000 4D00 soon soon 7000 FEET
Primary highway,
Light -duty road, hard or
9�fi
sac A
1 s o
1 KILOMETER
hard surface
improved surface _
` �cp4
Secondary highway,
CONTOUR INTERVAL 5 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929
hard surface
Unimproved road ys
DEPTH CURVES AND SOUNDINGS IN FEET —DATUM IS MEAN LOW WATER
THE RELATIONSHIP
Interstate Route
; U. S. Route O State Route
BETWEEN THE TWO DATUMS IS VARIABLE--�
SHORELINE SHOWN REPRESENTS THE APPROMMATE LINE OF MEAN
HIGH WATER
THE PERIODIC TIDES IN THIS AREA ARE NEGLIGIBLE
ASKIN, N.C.
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS QUADRANGLE LOCATION
NE/4 NEW BERN I5' QUADRANGLE
FOR SALE BY U. S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092
35077-B1-TF-024
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST
1978
PHOTOREVISSD 1983
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09 IMPORTANT NOI,&SYSTEM ROADS.
MLEAGE NOT SHOWN ON FRONTAGE ROADS.
I
ROADS SHOWN AS OF JAI. 1, 1990
1lm� J)RI ill4 7D um `
+Q .+ KEY TO COIRM ROAD NUMBe7RS 1
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CRAVEN COUNTY
NORTH CAROLI NA
PREPARED BY THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS —PLANNING AND RESEARCH BRANCH
IN COOPERATION WITH THE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
SCALE
1 0 1 T 3 4 mum
O.5 E Mat
SCALE FOR ENLARGEMENTS
10,4DD FOOT Geq BASED ON MOHX rJ,RaLIIM KA!! CL%]llRrulE SYSTEM
POLYCOrRC PROIECIION
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VICINITY MAP
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BRIDGETON SOIL
BORROW PIT
CRAVEN COUNTY, NORTH CAROLINA
OWNER/APPLICANT: PAUL E. BELANGIA
311 MILL DAM ROAD
NEW BERN, NC 28560
[phone]
MINE ADDRESS: 520 OLD VANCEBORO ROAD 1
NEW BERN, NC 28560
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A BORROW PIT CROSS SECTION
C2 ull
SCALE: 1 "=60'
13'
12'6" IN FLOW
FROM PUMPPIPE
13'
/\\/\ 12' EXISTING GRADE
3 3 18" OVERFLOW PIPE
1 1 �INV=1 1.5
12
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N
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C ACCESS GATE
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3" CONCRETE DOME - FILL POST WITH CONCRETE
ROAD
1/2"0 BOLT WITH WELDED NUT
3 " 0
3" 0
D OUTLET PROTECTION
C3 i C4
NOTES:
1. ALL PIPE CONNECTIONS SHALL BE MADE BY COPING PIPE TO FIT
THE CONTOUR OF THE SURFACE TO WHICH FASTENING SHALL OCCUR.
2. CONDIT' )NS SHOWN IS FOR ONE SIDE OF THE GATE OPENING. OPPOSITE
SIDE OF DRIVEWAY SHALL RECEIVE AN fDENTICAL GATE STRUCTURE TO
CLOSE TOGETHER AND BE SECURED.
3. LOC SHALL BE PROVIDED & INSTALLED BY THE GOVERNMENT.
4. THE ENTIRE GATE ASSEMBLY SHALL BE PRIMED AND PAINTED,
(� ROAD
6x6x3/8" PLATE
CUT TO RECEIVE LOCK
OTHER
SIDE
TYPICAL
f-FXISTING GRADE
F" F)IC('LJADr-. ` INIC
NOTE:
1. PUMP SHALL BE ZOELLER PUMP CO. F4290, 230 GCLTQ, 3-PHASE
2. PUMPING RATE SHALL BE 127gpm, 24 HOUR/DAY 'E=.ATION,
182,880 GAL/DAY TOTAL MAXIMUM.
rD PUMPING SYSTEM
C2 [ClNOT TO SCALE
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A TYPICAL GRAVEL ROAD SECTION
C2 C4 NOT TO SCALE
0
Ln
8" COMPACTED ABC
SLOPE 1 /4" PER 1'
COMPACTED SUBCRADE
SL OPE AW
o"OVo
o ° o ° 6" LAYER OF COARSE \GREGATE (2"-5")
o ° o ° o OVER 12" LAYER OF STONE BASE COURSE
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o ° O O MAINTENANCE:
° 1. MAINTAIN ENTRANCE CONDITION.
o \0
THIS MAY REQUIRE REPLACEMENT
O 0 o 0 0 OF STONE,
0000000_ 0
EDGE OF EXISTING —
ROADWAY PAVEMENT
B GRAVEL CONTROL ENTRANCE
C2 pl,
NOT TO SCALE
SELF -ANCHORING
METAL POST @ 6' O.C. MAX
12 GAUGE 6"x6" WIRE MESH
FILTER FABRIC
�I
a2C
LT FENCE
T TO SCALE
" BURY
<—= FLOW
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 1 /2" OR GRLATER
RAINFALL EVENT.
2, REMOVE SEDIMENT FROM BEHIND SILT
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IMMEDIATELY MAKE ALL NEEDED REPAIRS
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WOODED
DANNY COOMBS
2-034-103
WOODED
HLBER C. BAKER, JR.
2-034-144
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WOODED
THOMAS R. MARSHBURN
2-034-128
S67'29'56AE
\ 719.51
—OVERHEAD PUMP HOUSE
ELEcrRtc— � �� ❑
--
�- OVERHEAD ELECTRtc--
20' GRAVEL.
HAUL ROAD
MINE EXCAVATION AREA
MINE EXCAVATION AREA
234,720 CY Y1ELD
N6737'57"W
757.01
NANCY F. JONES
2-034-102
PROCESSING
AREA
EQUIPMENT
SHED
i
I WOODED
1
WOODED
DONALD P. GASKINS
2-034-062
S6745'02"E
714.49
VEGETATION PLAN
TEMPORARY VEGETATIVE SEEDING (PRIOR TO ESTABLISHING PERMANENT VEGETATION)
AFTER COMPLETION OF GRADING ACTIVITIES AND THE CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL BE SEEDED TO THE
FOLLOWING SPECIFICATIONS:
LIME - RATE OF APPLICATION (TONS/ACRE):
• 2 TONS/AC (100 LBS/1,000 SO. FT.)
FERTILIZER - ANALYSIS AND RATE OF APPLICATION (LBS/ACRE):
• RYE, GRAIN - 500-700 LBS/AC OF 10-10-10 (IN ABSENCE OF A SOIL TEST)
• CENTIPEDE GRASS - FERTILIZER APPLICATION RATES SHOULD BE BASED ON SOIL TEST RECOMMENDATIONS
SEED - TYPES(S) AND RATE(S) OF APPLICATION INCLUDING YEAR ROUND SEEDING SCHEDULE (LBS/ACRL):
[NOTE: INCLUDE LEGUMES]
SEED TYPES: SEEDING DATES: SEEDING RATES:
• RYE (GRAIN) AUG. 15 - APR. 15 130 LBS/AC (3 LBS/1,000 SO, FT. OR 2-3 BU/AC)
• CENTIPEDE GRASS (SEEDS) MAY - JULY 5 LBS/AC
• CENTIPEDE GRASS (SPRIGS) MAY - JULY SPRIGS FROM Y2 TO 4 SO. YD. OF SOD/1,000 SO. FT.
MULCH - TYPE AND RATE OF APPLICATION (LBS/ACRE) AND METHOD OF ANCHORING:
1-2 TONS/AC OF SMALL GRAIN STRAW OR HAY. APPLY UNIFORMLY SO THAT ABOUT 25% OF GROUND SURFACE IS VISIBLE
SUPPLEMENTAL SEED
MAY THROUGH AUGUST: CENTIPEDE - 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED AREA. THE
STRAW AND SOWN SEED WILL BE LIGHTLY D6CED INTO THE BED TO GIVE IT FURTHER RESISTANCE TO BLOWING AND WASHING. THE
CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY, THE CONTRACTOR
WILL WET DOWN THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY WEATHER. A
STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND
HAS ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED AREAS. RESEEDING WILL BL REQUIRED AS NECESSARY BY THE
CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
PERMANENT VEGETATE
ALL DISTURBED AREAS NOT COVERED WITH BUILDINGS, PAVEMENTS, OR OTHER IMPERMEABLE SURFACES SHALL BE SODDED AS THE
FINAL/PERMANENT VEGETATION.
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION,
OVERHEAD ELECTRIC- -- ---
Iv DEWATERING INFILTRATION AREA -�
-0
MINE EXCAVATION AREA
DONALD P. GASKINS
2-034-062
N6T49'28°W
672.87
WOODED
WOODED
DONALD P. GASKINS
2-034-062
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DONALD P. GASKINS
2-034-062
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