NCG020121_MONITORING INFO_20110308

STORMWATER DIVISION CODING SHEET
NAG PERMITS
PERMIT NO.
/V C& b ao la I
DOC TYPE
❑HISTORICAL FILE
C� MONITORING REPORTS
DOC DATE
❑ j 10 ) , 0 2-> �
YYYYMMDD

w■■
■s■
""Hanson
Hanson Brick
P.Q. Box 368
1410 Forest Acres Circle
Pleasant Garden, NC 27313
Tel: [phone]
Fax: [phone]
www.hansonbrick.com
March 8, 2011
Manager
NCDENR Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
RE: 2010 Benchmark Exceedence DMRs
Hanson Aggregates — Rocky Mount Quarry
Hanson Aggregates — Rougemont Quarry
Hanson Aggregates — Neverson Quarry
Hanson Aggregates — Princeton Quarry
Dear Manager:
Please find the attached 2010 Benchmark Exceedence DM Rs for the above referenced facilities
located in the Raleigh Region. Should you have any questions or need additional information,
please call me: [phone].
Sincerely,
)")n 0_*'_�
Jack Garvey
Environmental Manage
cc: Jerry Bass, Rocky Mount Quarry
Jim Hilton, Rougemont Quarry
John Wakefield, Neverson Quarry
Jesse Bizzell, Princeton Quarry
MAR - 9 2011
NC DENR
i3aleighRe` InalOffice

f
TIER 2 or BENCHMARK EXCEEDENCE DMR - STORMWATTR
11 SEND TO YOUR LOCAL REGIONAL OFFICE*. 11
STORMWA TER DISCHARGE OUTFALLS (SDO)
GENERAL PERMIT NO. NCG020000 (MINING)
* Use this form if you have EXCEEDED BENCHMARKS for any parameter or are in Tier 2 Monitoring. Send sample results .to DWQ Regional Office within 30 days of receipt
from lab.
CERTIFICATE OF COVERAGE NO. NCG02 U 9 A I SAMPLE COLLECTION PERIOD: 1 ❑ 2 tR
.OR MONTHLY: ❑ MONTH
FACILITY NAME: _ an 5� n +� -1� re �c�r es - i� ac m�5 u �-T COUNTY
PERSON COLLECTING SAMPLES P h,,1 1,Qw i e r PHONE NO. (5 f ci) 3-30- ae 1 S
CERTIFIED LABORATORY 7r;+e 5+ Lab # W W Q Gr7 TOTAL RAINFALL: ) -5 INCHES
Lab # DW 3 17r)3 1 EVENT DURATION: H ab MINUTES
Part A: Stormwater Monitoring Requirements
Outfall No.
Date Sample
Collected
(mo/dd/yr OR
NO FLOV�t
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months in
Tier 2
Sampling z
Total Flow
(MG)
Total Suspended
Solids
(mg/l)
a
Turbidity
(NTU)
Settleable Solids'
(mlll)
-
-
-
-
-
100
See Footnote
0.1
.5
Ci
VCR
LJ/
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here and the Date Range. MAR
Z Per NCG02: Tier 2 Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range
3 If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. NCI?FitiR
° TSS benchmark values are 100 mg/l except in ORW, HWQ, trout, and PNA waters where they are 50 mg/l. Jaieiiah p -,tal OffiCL
5 The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: 10 NTU for freshwater streams, lakes, and reservoirs designated as trout
waters; 25 NTU for all lakes and reservoirs, and all salt waters; 50 NTU for all other streams arid surface waters. Turbidity may be monitored at the Stormwater Discharge Outfall.
Alternatively, the permittee may choose to monitor turbidity in the receiving water, directly upstream and downstream of the SDO.
Permit Date: 1/l/2010-12/3112014
Last Revised 01-19-10
Pagel of 2

Part B: Vehicle Maintenance Activity Monitorin:l Requirements for facilities tlsina > 55 aal of new motor oftonth an average
No O.
No.
Date Sample
Collected
(mo/dd/yr OR
NO FLOW)1
In Tier 2
Monthly
Monitoring?
(y/n).
# of Months
to Tier 22
Sampling
New Motor Oil
Usage
(gal/month)
Total Flow
(MG)
TPH using
method 1664A
SGT-HEjVf
m Il
Total Suspended
Solids,
mg/l
pH,
Standard
Units
-
-
15
100
6-9
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEENDENCES AT YES ❑ NO JZ
ANY ONE OUTFALL (ALL SDOs INCLUDING VEHICLE MAINTENANCE)?
HAVE YOU CONTACTED THE REGION? YES :&'NO ❑ WHO AT THE REGION HAVE YOU SPOKEN WITH? Mrzr �or� RRC DWC� ,rN4 ai-�e Lr,lJc4
USE THIS FORM IF YO U HA VE EXCEEDED BENCHMARKS FOR ANY PA RAMETERS.
SEND THIS DMR TO YOUR LOCAL DTYO REGIONAL OFFICE JVITHLV 30 DAYS OF RECEIPT OF SAMPLE RESULTS FROM TME, LAB:
Asheville Regional Office (ARO)
Roger Edwards, Surface Water Protection
Supervisor
2090 US Highway 70
Swannanoa, NC 28778
COURIER 12-59-01
Phone: [phone]
Fax: [phone]
Fayetteville Regional Office (FRO)
Belinda Henson, Surface Water Protection
Supervisor
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
COURIER 14-56-25
Phone: [phone]
Fax: [phone]
Mooresville Regional Office (I IRO)
Rob Krebs, Surface Water Protection
Supervisor
610 East Center Avenue, Suite 301
Mooresville, NC 28115
COURIER 09-08-06
Phone: [phone]
Fax: [phone]
Raleigh Regional Office (RRO)
Danny Smith, Surface Water Protection
Supervisor
3800 Barrett Drive
Raleigh, NC 27609
COURIER 52-0I-00
Phone: [phone]
Fax: [phone]I8
Washington Regional Office (WaRO)
Al Hodge, Surface Water Protection
Supervisor
943 Washington Square Mall
Washington, NC 27889
COURIER 16-04-01
Phone: [phone]
Fax: [phone] or [phone]
Wilmington Regional Office (WRO)
Rick Shiver, Surface Water Protection
Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
COURIER 04-16-33
Phone: [phone]
Fax: [phone]
Winston-Salem Regional Office (WSRO)
Steve Tedder, Surface Water Protection
Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
COURIER 13-15-01
Phone: [phone]
Fax: [phone]
YOUMUST SIGN THIS CERTIFICATION FOR ANYINFORMATION REPORTED:
"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."
(Signature of Permittee).
Permit Date: I/1/2010-12/31/2014
(Date)
Last Revised 01-19-10
Page 2 of 2

November 1, 2010
Manager
NCDENR Raleigh Regional Office
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
RE: Hanson Aggregates — Rocky Mount Quarry
NPDES General Permit COC No. NCG020121
Eon
a0a
0 a Hanson
Hanson Brick
P.O. Box 368
1410 Forest Acres Circle
Pleasant Garden, NC 27313
Tel: [phone]
Fax: [phone]
www.hansonbrick.com
RECEIVED
NOV - 2 2010
NC DENR
Raleigh Regional Office
Benchmark Exceedance: Stormwater Samples for 2nd 6-Month Period 2010
Dear Manager:
Hanson Aggregates is notifying the Department that during the 2nd 6-month period 2010,
Stormwater Outfall No. SDO-1 and SDO-2 sample results exceeded the benchmarks for TSS
and Turbidity from samples collected on 9/29/10 with results received on 10/11/10. The Plant
Manager conducted a stormwater management inspection on 10/13/10 and discussed his
findings with the environmental manager and corporate lab personnel. Results from the
inspection, filed in the SWPPP, indicate that the overburden pile needs re -seeding. The pile was
constructed in the late summer and the seeding didn't take hold as expected. Plans are to re-
seed the pile with permanent ground cover. The sediment basin prior Outfall SDO-2 had
recently been cleaned out, and that could have stirred up colloidal particles, causing elevated
levels of TSS and Turbidity. Plans are to enlarge the sediment basin to provide additional
detention time.
To meet the benchmark for Turbidity, it is imperative that upstream and downstream Turbidity
samples be collected at the receiving stream. Hanson is certain its discharge did not elevate the
Turbidity in the receiving stream. A landscaper has been contracted to create and maintain
pathways to the outfalls and beyond to the receiving stream. Hanson personnel have been
made aware to collect samples upstream and downstream.
Since there was not a Tier One form included in the newly issued General Permit, I have
recorded the sample results on the old DMR form. Attached are sample results and a
Qualitative Monitoring Report conducted at the time of sampling.
Because this is the first year for the new General Permit, including sampling changes and tiered
action plans, Hanson requests that it be allowed to follow the action plan stated in the Tier One
Steps for TSS and Turbidity and not fall in to monthly sampling of Turbidity until two consecutive
samplings result in exceedances of the 50 NTU Benchmark. Tier One steps have been initiated

for TSS and Turbidity, and Hanson will continue to research methods for reducing Turbidity at
our outfalls.
Should you have any questions or need additional information, please call me: [phone].
Sincerely,
Jac Garvey
Environmental Manager
cc: David Morgan, Morrisville, NC
Jerry Bass, Rocky Mount Quarry

STORMWATER DISCHARGE MONITORING REPORT (DMR)
Please Mail Original And One Copy To Mailing Address Below
GENERAL PERMIT NO. NCG020000
Part A: Facility Information nit �
,� G
Samples Collected In Calendar Year: a 3 1 o (all samples shall be reported within 30 days following monitoring period)
Certificate Of Coverage No. NCG02 Ojai County of Facility ,rrz.�caccs.��F
Facility Name }}, r, Ta:n�(,Qac,rcy Name of Laboratory
Facility Contact rry 45 Lab Certification # w W o6r7 w ow 1>ri"i ,51
Facility Contact Phone No. 1)'11 I to i ii
Part B: Land Disturbance and Process Area Monitoring Re uirements
.rx^^00530s�,}
���00076
OD545�
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_
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Part D: Storm Event. Characteristics
Total Event Precipitation (inches): i . 5
Event Duration (hours): `7
Part E: Certification
Part C: Vehicle Maintenance Monitoring Re uirements
�Date.450050
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and o'i f : ea�c r•,v Q ii 4'n.rQle5 "rc- wi le Lrve-c) CA- �^
1,1e. fn-ne1e+.oll-k-1.�y L:�{�'
Total Event Precipitation (inches):
Event Duration (hours):
(if a separate storm event is sampled)
"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."
ae—L � 1 Z J / t t:)
(Signat r) of Per e) (Date)
Part F: Mailing Address
Attn: Central Files, DENR, N.C. Division of Water Quality, 1617 Mail Service Center, Raleigh, NC 27699-1617
S W U-243-012005

0
o Page 1 of 1
UROUTEST
Laboratory Report
Lob Locofion R' Lob Location 'C' Lob tocatron 'W'
NCIVVW Cert.#: 067 NCIDW Cert.#: 37731 NCMIW Cert.#: 103 NCIDWL
33 NCMlW Cert.#: 075 NCIDW Cert.#: 37721
6701 Conference Dr, Raleigh, NC 27607 6300 Ramada Dr, Suite C2, Clemm12 6624 Gordon Rd, Unit G, Wilmington, NC 28411
Ph: [phone] Fax: [phone] Ph: [phone] Fax: (33Ph: [phone] Fax: [phone]
Project No.: Report Date: 101512010
Project ID: ROCKY MOUNT QUARRY Date Received: 9130/2010
-- Prepared for ---
JACK GARVEY
HANSON AGGREGATES Work Order #: 1009-02399
PO Box 368 Cust. Code: HA2746
PLEASANT GARDEN, NC 27313 Cust. P.O.#:
No. Sample ID
Date Sampled
Time Sampled Matrix
Sample Type Condition
001 SDO 01
912912010
11:17 GW
Grab 4 +/- 2 deg C
Test Performed
Method
Results
----------- -- -----
Lab Loc DajIzedTime Qualifier
Settleable Solids
EPA 160.5
<0.1 mLIL
R 9130110 15:30
Total Suspended Solids
SM 2540D
378 mg/L
R 10/4110 6:63
Turbidity
180.1
466 NTU
R 9/30110 16:15
No. Sample ID
Date Sampled
Time Sampled Matrix
Sample Type Condition
002 SDO 02
9/29/2010
11:10 GW
Grab 4 +/- 2 deg C
Test Performed
Method
Results
Lab Loc t&zedTime Qualifier
Settleable Solids
EPA 160.5
<0.1 mL1L
R 9/30110 15:30
Total Suspended Solids
SM 2540D
430 mg/L
R 1014110 6:53
Turbidity
180A
756 NTU
R 9130110 16:15
Reviewed by:
for Tritest, Inc.

TRiTEST
Chain of Custody
J 6701 Conference Drive, Raleigh, NC 27607
ph: [phone], fax: [phone]
NCWW Cert#67, NCDW Cert#37731
J 6624 Gordon Road, Unit G, Wilmington, NC 28411
ph: [phone], fax: [phone]
NCWW Cert#75. NCDW Cert#37721
6300 Ramada Dr.. Suite C2, Clemmons. NC 27012
ph: [phone], tax: [phone]
NCWW Cert#103, NCDW Cert#37733
Report Results To:
Company:.14ansj h—AA_r=�p�C3
Address:}
�- Z 7313
Attn: J(tt, rjG� U
Phone:
Fax: __. 3 3 (a pf j - 1 ZSL
Sampled by (signature):IM-
Bill To:
Tritest W.O. #
Project Reference:
Ovv�H_f`91.4✓�
Project Number:
Purchase Order #:
❑ Standard Report Delivery
❑ Rush Report Delivery (wlsurcharge)
--Rush projects are subject to prior approval by
the laboratory
Requested Due Date:
Sample Description
C°mPow—
G an
Start Date
End Date
Matrix
ww. Dw. Sw
cw. SwI. etc,
Analyses Requested
T,;tasi
Sample#
Start Time
End Time
z�s 10
Z9 /o
60
S4,sf:;--wdv-A Wres
r1r7-
S Z
67
z7--4-0r0
zss ro
Gu)
s• r��r,✓ sand �� �k� susP �! {f 3
-ft""br ;
/Iro
R � (signature)
Receive , 4snature)
date
Time
Relinquished by (signature)
Receivedby ature)
Date
Time
Relinquished by (signature)
Received by (signature)
Date
Time
42'C
ipt Conditions (Lab Use Only)
❑ Temp: °C
Chlorine:
❑ Absent ❑ Present F1 Wa
Acid preserv. <2?
❑Yes ❑No nnla
Base preserv. > 12?
❑ Yes ❑ No 0 nla

l� oTEST
SAMPLE
PRESERVATION CHECK -IN SHEET
WO#:
(� J — �-Z3 f' S
Checked in by:
Date:!
O
Time�� f
Temp:
rpe-
Route:
CD
ITS
TrPC
USM
FEDX
GC
UPS
Sample
No.
Analysis Requested
Sample
Type
Compl
Grab
Container
Chlorine
Preservative
7x--e
IICL
112SO4
IIN03
NR011
Thio
OTHER
/
C_
C /
I
H
ER/D
C / G
P / G
Pos" n
e
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
t
(
C/G
I / G
Pos / n
g
Noe
HCL
1-12SO4
HNO3
NaOH
Thio
OTHER
C/ G
I G
Pos I n
g
N e
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
I / G
Pos / n
g
N ne
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
I / G
Pos / n
g
N ne
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C I G
I G
Pos I n
None
HCL
H2SO4
HNO3
NaOH
Thio
OTFII:R
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOI-I
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
14CL
H2SO4
HNO3
NaOI-I
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OT1-1ER
C / G
PIG
Pos I neg
Nohe
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
i-ICL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
1-12SO4
HNO3
NaOFI
Thio
OTHER
C / G
P I G
Pos I neg
None
HCL
H2SO4
FIN03
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
"Thio
OTI EER
C / G
P / G
I'os / neg
None
I-ICL
1-12SO4
FIN03
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
1-12SO4
tiNO3
NaOH
Thio
OTHER
COMM E?NTS:

iO ■ %
Erin,
... Hanson
HIEUDEMROCEMENTOroup
HANSON AGGREGATES, North Carolina
Lab Sample Profile & Discharge Monitoring Sheet
QC Lab Collection Sites (Crabtree, Raleigh, Neverson, main Quarry officel
Sample Information
Site Name: Rocky Mount SDO #01
Discharge Point: (SDO) x (NPDES)
Name of Collector: Thilip Lawler
Date Sample Collected: 29-Sep-10 Time Sample Collected: 11:17 AM
Container Used: X 11 plastic 11 amber glass w/preservative (o&g only)
L = 36" (L=length of weir)
Mz" 38.2 cis; 1" 108 cfs; 1 W 197 cfs
2" 302 cfs; 2 '/2 " 422 cfs
Flow: From Weir 0. 3" 552 cfs: 3 %" 695 cfs
From CMP
height of water
Analytical Information:
round pipe
in.
pipe diameter
Date Analysis Performed: 29-Sep-10 Time Analysis Performed:
Analysis Performed by: mhdiip Lawler Sample Temp:
pH (N.S.U.)(pedormed wrin 1s minutes of sample col
Flow estimate: 83012.51
Lab; Date Sample Received by Lab:
Date Lab Analysis Performed:
TSS: mg/I Oil & Grease:
Check Buffer 7.00 pH: X Temperature:
50 in.
11:17 AM
gpm
mg/I
oC Time:
oC

Quarry: Rocky Mount
Sample Station:
SDO 401
SDO:
X
NDPES:
Name:
T hifip Lawkr
Date:
9129110
Time:
11:17 AM
Plastic:
X
Amber:
Sample
Temperature
pH Readings
Check Buffer
7.00 pH
Time:
Temperature:
X
H = Height of water; D = Diameter of pipe (in feet)
HID = column "B"
Read Column "C" adjacent to pipe "B"
"C" x "D"2 =Filled area, "A" (sq.ft)
"A" x Average Velocity Volumeter flow (CFS)
CFS x 448.83 = Gallons per minute (GPM)
GPM x 1440 = Gallons per day (GPD)
COMMENTS:
MOar
KAMM
HODELBERGCEMEHTGroup
Average Velocity
199.5
Inches
Height = "H"
6.0
Diameter = "D"
SO
HID
U.12000
Column "C"
0.0534
"C" x "D"2 = "A"
0.9271
"A" x Velocity = CFS
184.9531
CFS x 448.83 = GPM
83012.511
GPM x 1440 = GPD
119538016
Feet
0.5000
4.1667
17.3611

Calibration Record
ph Meter: YSI Model 60 pH meter
Serial Number: 06J2393 AD
Date: Wednesday, September 29, 2010
Name:
WEE
IBUM
maim. Ha
HEIDEL EMCEMENTGroup
Method 4500 H * B
Time: 9:30
Calibration:
Step #1: pH 7.00 buffer calibration reading 7.00 temp 24.4 °C
pH stable at .01 for 10 seconds; decimal stopped flashing) X yes no
Step #2: pH 4.01 buffer calibration reading 4.01 temp 23.4 °C
pH stable at .01 for 10 seconds; decimal stopped flashing) X yes no
Step #2: pH 10.01 buffer calibration reading 10.03 temp 22.7 'C
pH stable at .01 for 10 seconds; decimal stopped flashing) X yes no
Check Buffer pH 7.00: 7.01 temp 24.5 °C Time: 2:50

qe�z
HElDELBERGCEMEWGroup
HANSON AGGREGATES, North Carolina
Lab Sample Profile & Discharge Monitoring Sheet
QC Lab Collection Sites Crabtree Raleigh, Neverson main uar office
Sample Information
Site Name: Rocky Mount SDO #02
Discharge Point: (SDO) x (NPDES)
Name of Collector: Philip Gawrer
Date Sample Collected: 29-Sep-10 Time Sample Collected: 11:00 Ann
Container Used: x 11 plastic 11 amber glass wlpreservative (o&g only)
Flow: From Weir
From CMP
height of water 3 in.
Analytical Information:
L = 36" (L=length of weir)
'/2" 38.2 cfs: 1" 108 cfs; 1 '/x' 197 cfs
2" 302 cfs: 2 '/2 " 422 cfs
3" 552 cfs: 3'/2" 695 cfs
round pipe
pipe diameter 12 in.
Date Analysis Performed: 29-Sep-lo Time Analysis Performed: 11:00 AM
Analysis Performed by: _ Phifp Cawier Sample Temp: oC
pH(N.S.U.)(performedwrin15minutes ofsamplecoi
Flow estimate: 3238.08 gpm
Lab; Date Sample Received by Lab:
Date Lab Analysis Performed:
TSS: mg/l Oil & Grease: mg/l
Check Buffer 7.00 pH: x Temperature: oC Time:

Quarry: Rocky Mount
Sample Station;
SDO ##02
SDO:
X
NDPES:
Name:
whrfip Lawler
Date:
9129110
Time:
11:00 AM
Plastic:
X
Amber:
Sam pie
Temperature
pH Readings
Check Buffer 7.00 pH
Time:
Temperature:
X
H = Height of water, D = Diameter of pipe (in feet)
HID = column "B"
Read Column "C" adjacent to pipe "B"
"C" x "D"2 =Filled area, "A" (sq,ft)
"A" x Average Velocity Volumeter Flow (CFS)
CFS x 448.83 = Gallons per minute (GPM)
GPM x 1440 = Gallons per day (GPD)
COMMENTS:
dom
VULT
""Hanson
RE1aEI11ERGCEMWGroup
Average Velocity
Height = "H"
Diameter = "D"
HID
Column "C"
.,C., x ..D„2 = .,A.,
"A" x Velocity = CFS
CFS x 448.83 = GPM
GPM x 1440 = GPD
47.0
Inches
3.0
12
0.25000
0.1535
0.1535
7.2145
3238.084
4662841
Feet
0.2500
1.0000
1.0000

M SlArl
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit: htt://h2o.enr.,tate,nc.uslsu/F'orms Documents.htrn #miscforms
Permit No.: NICI I�!_I l 1 1�1 or Certificate of Coverage No.: N/C!G!U / 2! CY ! I z! I !
Facility Name: Rm-L-,� ''' c -rl y _
County: Ed e- Cct7I �-Er Phone No. Z5 5 7-77 - 1611-
Inspector:
h,y,
Date of Inspection: ei�r0
Time of Inspection: f 11 7-
Total Event Precipitation (inches): � ' ;P a ho--
Was this a Representative Storm Event? (See information below) ® Yes ❑ No
Please check your permit to verify if Qualitative Monitoring must be performed during a representative
storm event (requirements vary).
i A "Representative resentative Storm Event" is a storm event that measures greater than 0.1 inches of rainfall and that
is preceded by at least 72 hours (3 days) in which no storm event measuring greater than 0.1 inches has
occurred. A single storm event may contain up to 10 consecutive hours of no precipitation,
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description:
Outfall No. SRC 4 0 f Structure (pipe, ditch, etc.) Fir' r
Receiving Stream: ` c 0t�—
Describe the industrial activities that occur within the outfall drainage area: Mi ,�
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: ceec"', r�l ed j 1.4
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): 60 r--Or-
Page t of 2
S WU-242-112608

4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
1 2 3 C 5
S. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
1 �2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where 1 is no solids and 5 is extremely muddy-
1 3 4 5
7, 1s there any foam in the stormwater discharge? Yes CN J
8. 1s there an oil sheen in the stormwater discharge? Yes �Na
9. Is there evidence of erosion or deposition at the out -fall? Yes Co
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition maybe
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
S W U-242-1 12608

Stormwater Discharge Outfall (SD4)
Qualitative Monitoring Report
For guidance on filling nut rhisform, please visit hp ://h2o.enr.state.nc.us/su/Formti Document % htm#miscforms
Permit No.: NICI I _l�l�l_I_I_! or Certificate of Coverage No.: N/C/G/ UI 2 I d! ! 1 ZILI
Facility Name:
County: Phone No. 2:z-_9177-16 _
Inspector: _ r� !: p _ fv1 . i_ZL,.I—C.
Date of Inspection- 1-' Surma r r=
Time of inspection: III Q
Total Event Precipitation (inches): I." n c:: h •«�
Was this a Representative Storm Event? (See information below) 0 Yes ❑ No
Please check your permit to verify if Qualitative Monitoring must be performed during a representative
storm event (requirements vary).
A "Representative least 72 hours (3 days) in which no storm event measuring greater ,...._._.._«-___._.__...
__ . _.. .. _.__....._ ._....-5torrn Lvent...---------.._------._.�.._-m..�..�.._____._.__...___.__..._
s a storm event that measures eater than 0.1 inches of rainfall and that
is preceded by at le than 0.1 inches has
occurred. A single storm event may contain up to 10 consecutive hours of no precipitation.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
17�-
(Signature of Permittee or Designee)
1. Outfall Description:
OutfalI No.S { n Structure (pipe, ditch, etc.) p; _
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area: li
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: _ Cite -r•�u
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): oo ojo r—
Page l of 2
SWU-242-112608

■■■
■■■
2"Hanson
Hanson Brick
P.O. Box 368
1410 Forest Acres Circle
Pleasant Garden, NC 27313
Tel: [phone]
Fax: [phone]
www.hansonbrick.com
November 1, 2010
Manager
RECEIVED
NCDENR Raleigh Regional Office NOV _ 20��
Division of Water Resources
3800 Barrett Drive
NG Di:NR
Raleigh, NC 27609 Raleigh Regional office
RE: Hanson Aggregates — Rocky Mount Quarry
NPDES General Permit COC No. NCG020121
Benchmark Exceedance: Stormwater Samples for 2no 6-Month Period 2010
Dear Manager:
Hanson Aggregates is notifying the Department that during the 2no 6-month period 2010,
Stormwater Outfall No. SDO-1 and SDO-2 sample results exceeded the benchmarks for TSS
and Turbidity from samples collected on 9/29/10 with results received on 10/11/10. The Plant
Manager conducted a stormwater management inspection on 10/13/10 and discussed his
findings with the environmental manager and corporate lab personnel. Results from the
inspection, filed in the SWPPP, indicate that the overburden pile needs re -seeding. The pile was
constructed in the late summer and the seeding didn't take hold as expected. Plans are to re-
seed the pile with permanent ground cover. The sediment basin prior Outfall SDO-2 had
recently been cleaned out, and that could have stirred up colloidal particles, causing elevated
levels of TSS and Turbidity. Plans are to enlarge the sediment basin to provide additional
detention time.
To meet the benchmark for Turbidity, it is imperative that upstream and downstream Turbidity
samples be collected at the receiving stream. Hanson is certain its discharge did not elevate the
Turbidity in the receiving stream. A landscaper has been contracted to create and maintain
pathways to the outfalls and beyond to the receiving stream. Hanson personnel have been
made aware to collect samples upstream and downstream.
Since there was not a Tier One form included in the newly issued General Permit, I have
recorded the sample results on the old DMR form. Attached are sample results and a
Qualitative Monitoring Report conducted at the time of sampling.
Because this is the first year for the new General Permit, including sampling changes and tiered
action plans, Hanson requests that it be allowed to follow the action plan stated in the Tier One
Steps for TSS and Turbidity and not fall in to monthly sampling of Turbidity until two consecutive
samplings result in exceedances of the 50 NTU Benchmark. Tier One steps have been initiated

for TSS and Turbidity, and Hanson will continue to research methods for reducing Turbidity at
our outfalls.
Should you have any questions or need additional information, please call me: [phone].
Sincerely,
Jac Garvey
Environmental Manager
cc: David Morgan, Morrisville, NC
Jerry Bass, Rocky Mount Quarry

STORMWATER DISCHARGE MONITORING REPORT (DMR)
Please Mail Original And One Copy To Mailing Address Below
GENERAL PERMIT NO. NCG020000
Part A: Facility Information a»d
Samples Collected In Calendar Year: OC b 1 Q (all samples shall be reported within 30 days following monitoring period)
Certificate Of Coverage No. NCG02 p j County of Facility
Facility Name H. f oun*()Ae,rry Name of Laboratorys?-
Facility Contact jecP4 ELI Lab Certification 4 H;W C,E`7 w Dbl'3'1
Facility Contact Phone No. ;.5 9119 _-1�-, I_ -
Part B: Land Disturbance and Process Area Monitoring Requirements
,3`;,�':
..� • � r -1.
'�i':'.-fE..i• AF4L�'�a„!"",,�'wW
'.�..v x.wi9
�;}� _ = ? Z
"�..
:n•,'i. �. ��`�
�_�,...(f,
}}--Date.!
!W 1'A• dNs�a
-�i..-fea...
r-,,,_. ,.;,0.
� 50050
'4-.=.:-i7
"•rvLirr_ �s�c
_r �t5-�.
•00530�..
-
1R. PSY,. ..-
�..A b
=,00076 , •
_w,•w..i'Y-
0054Sv -
.r ti.: •!L':
_-
"3Af't_-
-Receivin 13tream�'_
-Sam 1eR
s3
-,.'Total
u�'st
5ettleabie
ttCollecie�
lam° •
ende
-SuspdTrb,dity3
- �=:
u
fir- u
"svS011ds
"x '' r
4 .:'F: '„t
-".ice5'sn,�.:'•
f=r•�L`:,,.s% -•r."
""� of
a Via. 4
rayr!.r
#mo/ddl rahiGE�mi,
nNTl3s:,mlll
Spo-
Inr �*w2�
Q%a4 16
'In rZ'vcr
q%R/I,a
'i.b(a
'-13P
-7 -(K
<Q.1
Part D: Storm Event. Characteristics
Total Event Precipitation (inches):
Event Duration (hours): 7
Part E: Certification
Part C: Vehicle Maintenance Monitorine Requirements
I'-:-'�ss,��ti._�,.;y�r
.4 qj'�
-t:
Routfail^
.ti
OO` H.,W d ,t{-
--L'i. •.Y .. ' Yi'.aM�.
Reccinng Stream
.s,: s �?;
Names �
' `,L, r•�:...r�
,.
Dat'eI
50050 i
4055b005
000400
_
,Sample.t-
lL i ,?
Collecte�
Wed.
F -r �y
Total
s s2
.cwr` _y
.vim
Oil -and
.�i rCasC-;'
_
•��'}Total-
r, r"
.Suspender
,pfi
;�. C .•5 ..a"'F-'i
�i` -s:-1,
r
c-:!_.s..
MC
ti-a d-, ,.�
um
'4f 7-ice: -��ri�
m
n.�e••g
'amt,
iC,
behlcie -s,- +kc ",+,
anal oi� r.a7e gli Sa.vfPles "rc_ colW.L- e-j m -
e lr►: neew�a-�e�,�S 0a�11
Total Event Precipitation (inches):
Event Duration (hours):
(if a separate storm event is sampled)
"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."
(Signat r of Per e) (Date)
Part F. Mailing Address
Attn: Central Files, DENR, N.C. Division of Water Quality, 1617 Mail Service Center, Raleigh, NC 27699-1617
S W U-243-0 l 2005

o Page 1 of 1
�m0
TT
Laboratory Report
lab IOCGI1617 'R' Lab locafian 'C' lob localion 'W'
NClWW Cert.#: 067 NCIDW Cert.#: 37731 NC1WW Cert.#: 103 NCIDW Cert.#: 37733 NC1WW Cert.#: 075 NClDW Cert.#: 37721
6701 Conference Dr, Raleigh, NC 27607 6300 Ramada Dr, Suite C2, Clemmons, NC 27012 6624 Gordon Rd, Unit G, Wilmington, NC 28411
Ph: [phone] Fax: [phone] Ph: [phone] Fax: [phone] Ph: [phone] Fax: [phone]
Project No.: Report Date: 10/512010
Project ID: ROCKY MOUNT QUARRY Date Received: 9130/2010
--- Prepared for ---
JACK GARVEY
HANSON AGGREGATES Work Order M 1009-02399
PO Box 368 Cust. Code: HA2746
PLEASANT GARDEN, NC 27313 Cust, P.O.#:
No. Sample ID
Date Sampled
Time Sampled Matrix
Sample Type
Condition
001 SDO 01
9/29/2010
11:17 GW
Grab
4 +1- 2 deg C
Test Performed
Method
Results
Lab Loc a V�edTime
Qualifier
Settleable Solids
EPA 160.5
<0.1 mUL
R 9130110
15:30
Total Suspended Solids
SM 2540D
378 mglL
R 10/4110
6:53
Turbidity
180.1
466 NTU
R 9130110
16:15
No. Sample ID
Date Sampled
Time Sampled Matrix
Sample Type
Condition
002 SDO 02
9/29/2010
11:10 GW
Grab
4 +1- 2 deg C
Test Performed
Method
Results
Lab Loc Dat
Time Qualifier
Settleable Solids
EPA 160.5
<0.1 mUL
R 9130110
15:30
Total Suspended Solids
SM 2540D
430 mglL
R 10/4110
6:53
Turbidity
180.1
756 NTU
R 9130110
16:15
Reviewed by:
U
for Tritest, Inc.

Chain of CustodyTRITEST
6701 Conference Drive, Raleigh, NC 27607
ph: [phone], fax: [phone]
NCWW Cert#67, NCDW Cert#37731
J 6624 Gordon Road, Unit G, Wilmington, NC 28411
ph: [phone], fax: [phone]
NCWW Cert#75, NCDW Cert#37721
J 6300 Ramada Dr., Suite C2, Clemmons, NC 27012
ph: [phone], fax: [phone]
NCWW Cert#103, NCDW Cert#37733
Report Results To:
Company: ��n0_r\ A4q_L�uh�.1
Address:IQ
Attn: •5�-6ao �U'--`�
Phone:
Bill To:
Fax: 32 - 3 ?A - I ?.SZ-
Sampled by (signature):^="f�r.C�
Tritest W.O. # Lo `-t--
Proect Reference: .y
Project Number:
Purchase Order #:
❑ Standard Report Delivery
❑ Rush Report Delivery (wrsurcharge)
—Rush projects are subject to prior approval by
the laboratory
Requested Due Dale:
Sample Description
Comomlem
(:crab
Start Date
End Date
Matrix
ww. Dw, sw
cw, Sail', em.
Analyses Requested
TrrTnst
5amtrle#
Start Time
End Time
sbo
29-ScF!O
60
Sol:d tll!e{ 54,s{?,wdv� Wicts
-rarl
t
shm)
67
z s,010
/ / l n
zFsqa>[o
6 u)
su-S&-ti-4 a>!1 s
fib,
R�nquished by (signature)
Receive 4(snature)
Date
Time
Relinquished by (signature)
Received byature)
Date
Time
Relinquished by (signature)
Received by (signature)
Date
Time
Rec ipt Conditions (Lab Use Only)
4 tM ❑ Temp: °C
RRe . Chlorine:
❑ Absent ❑ Present Q nla
Acid presery <2?
❑ Yes ❑ No r} nla
Base preserv. >127
Q Yes ❑ No I] n/a

0
7MOUTE-ST
SAMPLE
PRESERVATION CHECK -IN SHEET
WO#:
QJ F — o,-Z.3 F
Checked in by:
Date:
�(Q
I Time/y,/
Temp:
C fQ
Route:
CD
TTS
TrPu
USM
FEDX
GC
UPS
Sample
No.
Analysis Requested
Sample
Type
Comp!
Grah
Container
Chlorine
Preservative
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
r%5d
C I
G
Pos 1
n
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
F
/ G
Po I n
e
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
1
(
C 1
/ G
Pos I n
g
Not
o e
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
r
C I G
F
/ G
Pos / n
g
N e
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
I
/ G
Pos / n
g
N ne
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / C
I
/ G
Pos / n
g
N ne
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
VG
Pas / n g
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
T12SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOI-1
Thio
OTHER
C / G
P 1 G
Pas 1 neg
None
HCL
H2SO4
HNO3
NaOI-1
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
'Thio
OTHER
C / G
P / G
Pos I neg
None
HCL
H2SO4
HNO3
NaOI-1
Thio
OTHER
C / G
P 1 G
Pos / neg
None
HCL
H2SO4
HNO3
NaOI-1
Thio
OTHER
C 1 G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
I-IN03
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
COMMENTS:

R■Q
0013
... Hanson
HEIDELBERGCEMENTGroup
HANSON AGGREGATES North Carolina
Lab Sample Profile & Discharge Monitoring Sheet
QC Lab Collection Sites (Crabtree, Raleigh, Neverson, main quarry office)
Sample Information
Site Name: Rocky Mount SDO #01
Discharge Point: (SDO) x (NPDBS)
Name of Collector: 4)hdip Gawfer
Date Sample Collected: 29-Sep-lo Time Sample Collected: 11:17 AM
Container Used: x 11 plastic 11 amber glass w/preservative (o&g only)
L = 36" (L=length of weir)
'/7" 38.2 cfs; 1" 108 cfs; 1 '/" 197 cfs
2" 302 cfs; 2 '/2 " 422 cis
Flow: From Weir 0 3" 552 cfs: 3'/V' 695 cfs
From CMP
height of water
Analytical Information:
round pipe
in. f C)
pipe diameter 50 in.
Date Analysis Performed: 29-Sep-10 Time Analysis Performed
Analysis Performed by: TWzp Gawfer Sample Temp:
pH (N.S.U.)(perrormed wAn 15 minutes of sample col
Flow estimate: 83012.51
11:17 AM
gpm
Lab; Date Sample Received by Lab:
Date Lab Analysis Performed:
TSS: mg/1 Oil & Grease: mg/I
Check Buffer 7.00 pH: x Temperature: oC Time:
oC

Quarry: Rocky Mount
Sample Station:
SDO #01
SDO:
X
NDPES:
Name:
PhifpGawler
Date:
9129110
Time:
11:17 AM
Plastic:
X
Amber:
Sample
Temperature
pH Readings
Check Buffer 7.00 pH
Time:
Temperature:
X
H = Height of water; D = Diameter of pipe (in feet)
HID = column "B"
Read Column "C" adjacent to pipe "B"
"C" x "D"2 =Filled area, "A" (sq.ft)
"A" x Average Velocity Volumeter Flow (CFS)
CFS x 448.83 = Gallons per minute (GPM)
GPM x 1440 = Gallons per day (GPD)
COMMENTS:
raara
°CEO Hanson
HEI DI DD ELBEW CEMEW Cmup
Average Velocity
Height = "H"
Diameter = "D"
HID
Column "C"
"C" x "D"2 = "A"
"A" x Velocity = CFS
CFS x 448.83 = GPM
GPM x 1440 = GPD
199.5
Inches
6.0
50
0.12000
0.0534
0.9271
184,9531
83012.611
119538016
Feet
0.5000
4.1657
17.3611

Calibration Record
ph Meter: YSI Model 60 pH meter
Serial Number: 06J2393 AD
Date: Wednesday, September 29, 2010
Name:
own
OMM
REW —
HEIDELVZRGCEMENTOroup
Method 4500 H + B
Time: 9:30
Calibration:
Step #1: pH 7.00 buffer calibration reading 7.00 temp 24.4 °C
pH stable at .01 for 10 seconds; decimal stopped flashing) X yes
Step #2: pH 4.01 buffer calibration reading 4.01 temp 23.4 °C
pH stable at .01 for 10 seconds; decimal stopped flashing) X yes
Step #2: pH 10.01 buffer calibration reading 10.03 temp 22.7 °C
pH stable at .01 for 10 seconds; decimal stopped flashing) X yes
Check Buffer pH 7,00: 7.01 temp 24.5 °C Time: 2:50
m
no
no

0010
1300
a0'3Hahwon
IIEIDELBEMCEMSEMTCnoup
HANSON AGGREGATES, North Carolina
Lab Sample Profile & Discharge Monitoring Sheet
QC Lab Collection Sites (Crabtree, Raleigh. Neverson, main quarry officel
Sample Information
Site Name: Rocky Mount SDO 902
Discharge Point: (SDO) x (NPDES)
Name of Collector: _ ThLUR Lawfer
Date Sample Collected: 29-Sep-lo Time Sample Collected: 11:00 AM
Container Used: x 11 plastic 11 amber glass w/preservative (o&g only)
L = 36" (L=length of weir)
'/2" 38.2 cfs: 1" 108 cfs; 1 t/s" 197 cfs
2" 302 cfs: 2 % " 422 cfs
Flow: From Weir 10 3" 552 cfs; 3'/z" 695 cfs
From CMP
height of water
Analytical Information:
round pipe
in.
pipe diameter
Date Analysis Performed: 29-Sep-lo Time Analysis Performed:
Analysis Performed by: _ PhiCtp Lawler Sample Temp:
pH (N. S. U .)(performed wrn 15 minutes of sample col
Flow estimate: 3238.08
Lab; Date Sample Received by Lab:
Date Lab Analysis Performed:
TSS: mg/I Oil & Grease:
Check Buffer 7.00 pH: x Temperature;
12 in.
11:00 AM
oC
gpm
mgll
oC Time:

Quarry:
Rocky Mount
Sample Station:
SDO 902
SDO:
X
NDPES:
Name:
(Philip Gawkr
Date:
9129110
Time:
11.00 AM
Plastic:
X
Amber:
Sample
Temperature
pH Readings
Check Buffer
7.00 pH
Time:
Temperature:
X
H = Height of water; D = Diameter of pipe (in feet)
HID = column "B"
Read Column "C" adjacent to pipe "B"
"C" x "D"2 =Filled area, "A" (sq.ft)
"A" x Average Velocity Volurneter flow (CFS)
CFS x 448.83 = Gallons per minute (GPM)
GPM x 1440 = Gallons per day (GPD)
COMMENTS:
0.0
0913 Hanson
HEInEMMCEMENTCroup
Average Velocity
Height = "H"
Diameter = "D"
HID
Column "C"
"C" x "D"2 = "A"
"A" x Velocity = CFS
CFS x 448.83 = GPM
GPM x 1440 = GPD
47.0
Inches
3.0
12
0.25000
0.1535
0.1535
7.2145
3238.084
4662841
Feet
0.2500
1.0000
1.0000

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit: http://h2o-enr.state nc.uOsu/Formy Documents.htmftiseforms
Permit No.: N/CI_I_I l_I_I_l_I or Certificate of Coverage No.. NICIGI0I? 1 cy I I ZI 1
Name: 1
Facility Ne: RCO.Gu mcl�M N- Qu.<H--r-y -- - -
county: Ed 4e Lo n) b,-- T Phone No. Ftis 2 • 17-7 • 6 1
Inspector: 17; M. La-;iex-
Date of Inspection: Z �3ct- ro
Time of Inspection: /II 7'
Total Event Precipitation (inches): Y,^a rn - 11OL --
Was this a Representative Storm Event? (See information below) ® Yes ❑ No
Please check your permit to verify if Qualitative Monitoring must be performed during a representative
storm event (requirements vary).
A "Representative Storm Event" is a storm event that measures greater than 0.1 inches of rainfall and that
is preceded by at least 72 hours (3 days) in which no storm event measuring greater than 0.1 inches has
occurred. A simile storm event may contain up to 10 consecutive hours of no precipitation,
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description:
Outfall No. 3D 0 Structure (pipe, ditch, etc.) A, pip
Receiving Stream: mow^ LOcr—
Describe the industrial activities that occur within the outfall drainage area: Yi , l,re
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: CCep , rti et/ i u r,
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): 6Q cx(or-
Page I of 2
SwU-242-112608

4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is elm
and 5 is very cloudy:
1 2 3 C4 , 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
1 3 4 5
G. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where I is no solids and 5 is extremely muddy:
1 D 3 4 5
7. Is there any foam in the stormwater discharge?
Yes No
S. Is there an oil sheen in the stormwater discharge?
Yes N�dr
9. Is there evidence of erosion or deposition at the outfali?
Yes No
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition maybe
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
S W U-242-1 12608

�Ye RAT[
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form, please visit; hnp:lfh2o,enr state ate. uslsdSbrrn% Documents,htm#mis6orms
Permit No.: NICI_I 1 I_I_I 1�1 or Certificate of Coverage No.: N/C/G/ bl 21 01L1 z.ILI
Facility Name: Gt.
County. Ed,, e_c:.G." 61 Phone No. 2- Z- ` 7.16�
Inspector: �; i; p M . i_c ,d-c z-- _
Date of Inspection: 2. f S- r ,
Time of Inspection: _Ill CD
Total Event Precipitation (inches): A4, I c: hct,^ _
Was this a Representative Storm Event? (See information below) [0 Yes ❑ No
Please check your permit to verify if Qualitative Monitoring must be performed during a representative
storm event (requirements vary).
A "Representative Storm Event" is a storm event that measures greater than 0.1 inches of rainfall and that
is preceded by at least 72 hours Q days) in which no storm event measuring greater than 0.1 inches has
`occurred. A single storm event may contain up to 10 consecutive hours of no precipitation
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
�li+w M—La -�
(Signature of Permittee or Designee)
1. Outfall Description:
Outfall No.Sf�,0'6 a 2 Structure (pipe, ditch, etc.) P; P,-e—
Receiving Stream: J1 Lr e..t_Qs
Describe the industrial activities that occur within the outfall drainage area: _.min,n, _
2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors:
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): /10 0r1 o f-
Page 1 of 2
5 wU-242- 112608

4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
1 2 3 04 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
2- 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where I is no solids and 5 is extremely muddy:
1 2 3 4 5
7. Is there any foam in the stormwater discharge? Yes N
S. Is there an oil sheen in the stormwater discharge? Yes No
9. Is there evidence of erosion or deposition at the outfall? Yes elwok
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition maybe
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
S WU-242.1 12608