NCG140138_MONITORING INFO_20190521

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V
DOC TYPE
❑ HISTORICAL FILE
MONITORING REPORTS
DOC DATE
❑ �b "1 a 1
YYYYM M D D

0 a W
LIMIT VIOLATION DISCHARGE MONII ;'RING REPORT (DMR) — WASTEWATER
SUBMIT TO REGIONAL OFFICE*
General Permit No. NCG140000
*Use this form if any wastewater samples have EXCEEDED A WASTEWATER LIMIT for any parameter.
Send sample results to the DEMLR Regional Office within 30 days of receipt from the laboratory.
Certificate of Coverage No. NCG 140138
Facility Name: Greystone Concrete Products, Inc. Sample Collection Period: Qtr 1 El Qtr 2"IN Qtr 3 ❑ Qtr 4 ❑ Calendar Year
County: Vance If Monthly Monitoring: Month
Phone Number: 252-438-5144 Person Collecting Samples: N
Certified Laboratory: Lab #
Lab #
Discharge to HQW or ORW waters? Yes ❑ No
Discharge to SA waters? Yes ❑ No o Discharge to Tr (Trout) waters? Yes ❑ No
Discharge to SIB or PNA waters? Yes ❑ No X If HQW, what is the 7Q10 flow rate? or Tidal, 7Q10 not available ❑
Wastewater Monitoring Requirements
Date Sample
Daily Flow
pH,
Total Suspended
Settleable
Non -Polar O&G (EPA Method 1664
Outfall
Collected
Rate, cfs
SU
Solids (TSS), mg/I
Solids,
(SGT-HEM)), mg/1
No.
m1/1
it applicable
'4
p` {
HOW or ORW
fresh ter
Btdntldrtl
30
h'Y'f"C,II;x
and/dd/ r rr �;.
y
0
50% of 7Q10
6.0-9.0
HOW,ORW,SA,BB,PNA,or
No Limit
How
2U
any Trout
5
v
r ".: _+E
-
" *'s'rtl+'a?e krt+%" k,
Indicate NOFLOWit
applicable
saltwater
6.8-8.5
HOW IORW and Tr, or PNA
Samples above Benchmark
subject to Tieretl Responses
'mrk� :r.`i;u
10
15
Not Applicable
Not Applicable
for Greystone
for Greystone
1 l its•
Permit Date 8/1/2017 — 6/30/2022 JUL ' 2019 Last Revised 8-22-2017
Page 1 of 3
Raleigh Regional Office

Certificate of Coverage No. NCG140138
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 Limit Violation DMR to Your DEMLR Regional Office Land Quality Section:
2090 US Highway 70
Swannanoa, NC 28778
3800 Barrett Drive
Raleigh, NC 27609
[phone]
OFFICE
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27103
[phone]
FA
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
[phone]
943 Washington Square Mall
Washington, NC 27889
[phone]
Questions for The Central Office
Stormwater Permitting Program?
[phone]
Permit Date 8/112017 — 6/3012022 •�++:: { !U:
610 East Center Avenue/Suite 301
Mooresville, NC 28115
[phone]
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
[phone]
Last Revised 8-22-2017
Page 3 of 3

VICINITY MN
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� e hrbe YN
ti/27�I 1
rS� - t bq(e PL)//--
ss -
This plot is subject to all
Rotatively, agraativnrs and
rights of way of record prior
to the date of this plot.
f1e Lvz tars m 0'o Sge dy C'1_0elL
fee 2,6, 0.225 4,
L E G E N D ,e),`W'
EIP Existing iron Pipe or Pin
gusiness
U.S. Ni9hwaY
0
ae
® T«e •°
f 0 00
x,,r, role °
lNw Rera®
S!G 327/�
oy2 slrrmulu'z�FY c
NIP
EIS
Now Iron Pipe
Existing Iron Spike
1, wom a covianew , cor Nfy that this
plat was drawn under my supervision from
N15
Now Iron Spike
on actual field aurvtY mane under 47
R/W
Right-of-way
supervis Ion from do at referenced on the
EPK
Existing PK Nail
face of Ill. plot; that any boundaries not
NPK
Now PK Nail
surveyed ere clearly ladiedfod on the
ECM
Exist. Cone. kknument
face of the plat: that the ratio of
pro -vision
as calculated is I : 9l,= % that
this plot was prepared In accardesce with
Property Line
G.S. 47-30 as aeundtd. Witness NY Origl-
PP
Power Pole
nal sionoror e, regls rr4Non nu or and
ERS
Existing Railroad Spike
sb/ tit .ZO1t day oI i9k1.
CP
Computod Point
/
Register ad Land Sbr4gor L-250D
a`
cNK.q I
S.A.L. Railroad
N `
- - PaI 1
i
It
I _ to I tt
___ 1 I l: tl
I tt M
Q�
�� I Cr/,franc� I 7 ✓E � I
it
1 III I
/ Ih
Gl�s�r %
Proposed Electrical
Service (Buried)
NORTH CAM iNA- MNCE county
i, a Notary Public for county and
stern aferueta, verify rpef
"IEw-a Cawrne e o Registered Land
Surveyor, personally appeared before
s M/s day and acknowledged the
execution of the torevolne Instrument.
Witness mmyy ar ig/no/ signature and
reef thilt2� day of 3T6 , 1995.
by coon/ss/o�aplrsa: OCTURER r3, last
ote,y public
/ q
-1 � l \ / -are- -,, y0 /9 I Nf✓ a
o
l_ v - > l � d
�C.�an/ ..emu`--- - .!" Drum Washout Basin 1)
t 1 sr If I i
�... Ou9 our Sedt"cla
f';'."y:`(l. Stone /
/ Filters /
„ / C Se osiers i ; • ` . \ ✓� -� ,
„ . • 7, Treatment Lj /
�� to ge /� / i
Building dra' a �/ /
. a."
1 MNrel JNe sr«e ' / ! /��
\ Jrlrallle NI! ee t \
pti Adjustment Basin I
l j
-�. .3
T-5S r i
TPP(_V,1A ! k14i VMA)
cc
E M/ S S/ O N
REMY MIX PLANT 5"/C.3273
N Desc'iption Height above
ground
I Hopper 4.75
2 Conveyor Bel, at Hopper exit -0.55
2 Conveyor Bel, of Discharge 42.5
3 Pivoted Distibu,or 29.8
4. Conveyor Bel, Weigh Hopper Exit 4.5
AG
4 Conveyor Bel, Belching Silo 12.0
b v1
5 Barchln0 S11' Bat House Vent 64.6
6 Fly Ask SilO809 House Vent $6.0
7 Hof Water He'fer Vents Vent 8.4
8 Shop Space Haler Vents 14.8
9 Ready Mix Lo'ding Point 11.6
10 Natural SondSlockpile 8.4 4/-
Coarse AgOrelate Stockpile 7.5 +/-
12 Motor Sand Sockpile 8.5 +/-
13 ManufaclurtdSond Stockpile 9.0 +/-
14 Pretty Sand 4.2 +/-
P O I N T S
BLOCK PLANT SIC
3Z7 /
N
Description
Height above
ground
15
Bog House Vent
49.4
16
Crusher Hoppe,
6.5
17
Crusher Discharge
f.0
le
Conveyor Bell, Crusher Exit
a 3
/8
Conveyor Bell, at Discharge
75.5
19
Pivoted Distributor
64.3
20
Mixer Machine
21
Dust vent
18.7
22
Hopper
0.0
23
Kiln Vents (6)
28.7
24
a 2 Oi I Tank
18.6
25
Boiler Vent
18.9
26
Addiment Block Plus
10.8
27
Bucket Elevator
82.8
28
Dust Vent
18.8
29
Railcar Discharge
22.0
30
Dus I Von I, Fan
23. 1
31
Powerllle' Stockpile
9.5 +/-
32
'89N' Crushed Stone Stockpile
5.2 */-
1k_V I
Lfto v T oC ij rwx wAsololn-r
SURVEY FOR --
GREYSTONE CONCRETE
PROD UCTS, INC.
HENDERSON, VANCE COUNTY, NORTH CAROL INA
Scale I' I 60' June 20, 1994
FILE N 91-94-118-XL
CA WTHORNE & ASSOCIATES
Registered Land Surveyors, P.A.
P. O. Box 1558 822 U-2bney Drive
Henderson, North Carolina 27536
"' 19-492-0041
/"Clz /46 (38