NCS000246_2015 water quality monitoring SOP_20220920

City of Fayetteville
NPDES Permit Program
Water Quality
Monitoring Program
Sample Collection
Guidance Manual
STORMWATER
Permit Number NCS000246
July 11, 2014

Water Quality Monitoring Program
Sample Collection Guidance Manual
Permit Number NCS000246
Prepared by
US Infrastructure of Carolina, Inc.
125 South Elm Street, Suite 510
Greensboro, North Carolina 27401
[phone]
July 11, 2014

Table of Contents
Section 1: Background
Section 2: Selected Sites...........................................................................................................2
2.1 Blounts Creek.......................................................................................................................2
2.2 Cross Creek..........................................................................................................................2
2.3 Beaver Creek........................................................................................................................2
2.4 Buckhead Creek...................................................................................................................2
2.5 Little Rockfish Creek...........................................................................................................2
2.6 Carvers Creek.......................................................................................................................3
Section3: Sample Parameters..............................................................................................11
3.1 Sample Bottles...................................................................................................................12
3.2 Need for Ice........................................................................................................................13
3.3 Holding Times...................................................................................................................13
3.4 Fecal coliform Sample.......................................................................................................14
3.5 Measuring In -Situ Parameters............................................................................................14
3,6 Filling the Bottles...............................................................................................................14
3.7 Chain -of -Custody Form......................................................................................................15
3.8 Contact Numbers...............................................................................................................16
Section 4: Safety Procedures.................................................................................................17
Section5: After Action..........................................................................................................18
5.1 Clean and Secure Equipment.............................................................................................18
5.2 Enter Data..........................................................................................................................18
Chain of Custody and Analysis Request.................................................................... COC Form
RainfallHistory................................................................................................................... Form 1
FieldData Collection..........................................................................................................Form 2
Supplies& Equipment List..................................................................................Equipment List
AppendixA..................................................................................................................Appendix A
List of Photographs
Photograph 2-1 Blounts Creek @ Campbell Ave. Culvert ........................................I...............4
Photograph 2-2 Cross Creek @ Hillsboro Street.......................................................................4
Photograph 2-3 Beaver Creek @ Cumberland Rd. Bridge_.......................................................4
Photograph 2-4 Buckhead Creel, @ Coventry Rd, Culvert .......................................................4
Photograph 2-5 Little Rockfish Creek @ Lakewood Road Bridge...........................................5
The City of Fayetteville page -'
NPDES Permit No. NCS000246 — Sample Collection Guidance Manual July 11, 2014

Photograph 2-6 Carvers Creek @ I-295 Highway Culvert ........................................................5
Photograph 3-1 Sample Bottles from Microbac Labs..............................................................12
List of Maps
Map 2-1
Sampling Locations in Blounts Creek and Cross Creek..................................6
Map 2-2
Sampling Location in Beaver Creek................................................................7
Map 2-3
Sampling Location in Buckhead Creek............................................................8
Map 2-4
Sampling Location in Little Rockfish Creels....................................................9
Map 2-5
Sampling Location in Carvers Creek.............................................................10
Map 3-1
Location of Microbac Laboratories, Inc.........................................................16
List of Tables
Table 3-1 Water Quality Parameters..............................................................................I I
The City of Fayetteville page - it
NPDES Permit No. NCS000246 — Sample Collection Guidance Mannal July 11, 2014

Section 1: Background
As a condition of NPDES Stormwater Discharge Permit No. NCS000246, the City of
Fayetteville is to undertake water quality monitoring activities to assess the effectiveness of
implemented Best Management Practices (BMPs) and the improvement in local water quality.
During the initial five years of the Permit, the Fayetteville Stormwater Division conducted wet
weather sampling of stormwater discharges at several locations throughout the City of
Fayetteville. The wet weather sampling program ended in late 1999.
The Fayetteville Stormwater Division conducts discharge monitoring activities in support of
their Illicit Discharge Detection and Elimination (IDDE) program. During the initial Permit
application process, the Fayetteville Stormwater Division (through a consultant) conducted field
screening of approximately 150 outfalls to detect "hot spots" that may indicate illicit discharges.
Today, most outfall (end -of -pipe) monitoring is compliant -driven.
In March 2013, the City of Fayetteville was issued its second NPDES Stormwater Discharge
Permit. One of the conditions of the new Permit was the development and implementation of a
Water Quality Assessment and Monitoring program. A Water Quality Assessment and
Monitoring Plan was developed and submitted to the North Carolina Department of Environment
and Natural Resources (NCDENR) in June 2013. The plan was reviewed and approved by
NCDENR.
In regards to implementation, the Fayetteville Stormwater Division actually began
implementation in September 2005. At that time, the Stormwater Division began sampling on a
quarterly basis at four in -stream locations. In August 2010, the program was expanded to
include an additional two sites for a total of six in -stream locations to be sampled on a quarterly
basis.
This manual serves as a guidance and protocol reference for the correct field procedures that will
ensure that valid samples are collected and delivered to a laboratory for analysis.
The City of Fayetteville page - ]
NPDES Permit No. NCS000246—Sample Collection Gnidance Manual Judy 11, 2014

Section 2: Selected Sites
The Fayetteville Stormwater Division has selected six monitoring stations located on Blounts
Creek, Cross Creek, Beaver Creek, Buckhead Creek, Little Rockfish Creek, and Carvers Creek.
The sites are described below:
2.1 Blounts Creek
The stream crossing at Campbell Avenue (see Photograph 2-1 and Map 2-1) is the designated
monitoring station. This monitoring station is located approximately 15% of the overall stream
length upstream from its confluence with Cross Creek. This station is located within stream
segment AU #18-27-5. The sample collection point will be within 50 feet of the culvert's
downstream face.
2.2 Cross Creek
This monitoring station is located at the upstream face of the Hillsboro Street culvert (see
Photograph 2-2 and Map 2-1). This station is located about'/4 mile downstream of the water
intake structure at Murchinson Road (AU 918-27-(2.5)), and is in the upstream portion of
segment AU#18-27-(3). The sample collection point will be 5 feet to 25 feet upstream from the
culvert.
2.3 Beaver Creek
This monitoring station is located at the Cumberland Road bridge (see Photograph 2-3 and Map
2-2). This site is located approximately 10% of the overall stream length upstream from its
confluence with Little Rockfish Creek. This station is located within stream segment AU #18-
31-24-5. The sample collection point can be 5 feet to 80 feet downstream from the downstream
face of the bridge.
2.4 Buckhead Creek
This monitoring station is located at the Coventry Road culvert (see Photograph 2-4 and Map 2-
3). This station is located within stream segment AU 918-31-24-6. The sample collection point
can be anywhere from 5 feet to 100 feet downstream of the culvert — the riprap may dictate
where easy access to the creek can be made.
2.5 Little Rockfish Creek
This monitoring station is located at the Lakewood Drive bridge (see Photograph 2-5 and Map 2-
4). This station is located within stream segment AU #18-31-24-(4). The sample collection
point can be 5 feet to 75 feet downstream from the downstream face of the bridge.
The City of Fayetteville page - 2
NPDES Permit No. NCS000246—Sample Collection Guidance Manual July 11, 2014

2.6 Carvers Creek
This monitoring station is located just downstream from the I-295 Highway where it intersects
with Ramsey Street (see Photograph 2-6 and Map 2-5). This station is located within stream
segment AU #18-24-3-(2). The sample collection point is located downstream from the culvert's
downstream face and just north of Zepher Road.
The City of Fayetteville page - 3
NPDES Permit No. NCS000246—Sample Collection Guidance Manual .July 11, 2014

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Photograph 2-5 — Little Rockfish Creek @ Lakewood Road Bridge
Stream is flowing to the left.
Photograph 2-6 — Carvers Creek @ I-295 Highway Culvert
Stream is flowing to the right.
The City ofFayettev Ile page - 5 -
NPDES Permit No. NCS000246—Sample Collection Guidance Manual July 11, 2014

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Map 2-1— Sampling Locations in Blounts Creek and Cross Creek
The City ofFayetteville page - 6 -
NPDES Permit No. NCS000246-Sample Collection Guidance Manual July 11, 2014

Map 2-2 — Sampling Location in Beaver Creek
The City of Fayetteville page - 7 -
NPDES Permit No. NCS000246 —Sample Collection Guidance Manual July 11, 2014

Map 2-3 — Sampling Location in Buckhead Creek
The City of Fayetteville page - 8
NPDES Permit No. NCS000246 — Sample Collection Guidance Manual July 11, 2014

Map 2-4 — Sampling Location in Little Kockiisli ureeK
T1,e City of Fayetteville page - 9 -
NPDES Permit No. NCS000246 — Sample Collection Guidance Manual July 11, 2014

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Map 2-5 — Sampling Location in Carvers Creek
The City of Fayetteville page - 10 -
NPDFS Permit No. NCS000246—Sample Collection Guidance Manual July 11, 2014

Section 3: Sample Parameters
Each Water Quality sample will be analyzed for the following parameters:
Table 3-1— Water Quality Parameters
PARAMETER
ANALYSIS
Hours since last rainfall (see Note 1)
In -situ
Flow Depth (see Note 2)
In -situ
Dissolved Oxygen (see Note 3)
In -situ
PH
In -situ
Conductivity
In -situ
Turbidity
In -situ
Temperature
In -situ
Fecal coliform (see Note 4)
Laboratory
Total Nitrogen
Laboratory
TKN
Laboratory
Nitrate + Nitrite
Laboratory
Ammonia
Laboratory
Total Phosphorous
Laboratory
TSS
Laboratory
Chromium, Total
Laboratory
Copper, Total
Laboratory
Lead, Total
Laboratory
Total Zinc
Laboratory
Note 1: The samples will be collected approximately 72 hours (48 to 96 hours) after rainfall
has ceased. This will allow the streams to return to their normal dry weather flow
depth following the rainfall. A specific day of each calendar quarter (specifically,
the 2nd Wednesday of the first month of each calendar quarter) should be targeted
for monitoring at each monitoring location.
Note 2: The flow depth will be recorded by reading the water level against an installed staff
gauge at each monitoring station. This depth will then be correlated against a stage -
discharge curve to determine the flow rate.
Note 3: In -situ parameters will be measured in the field using a U-10 multiparameter sonde.
The user manual for this instrument is in Appendix A.
Note 4: Laboratory parameters will be collected in the field and analyzed by Microbac
Laboratories.
The City of Fayetteville page - I -
NPDES Permit No. NCS000246 — Sample Collection Guidance Manual July 11, 2014

3.1 . Sample Bottles
Several days prior to the anticipated sample collection date, the Stormwater Inspectors will
obtain six sets of sample bottles from the laboratory. Each set should be in a separate cooler as
all six stations may not be sampled on the same day.
Microbac will typically provide six plastic bottles of varying sizes (see Photograph 3-1). The
sample bottle set may vary depending on the types of bottles the laboratory has on -hand when
the order is placed.
Several bottles will have a small amount of chemical preservative in them.
• The Fecal coliform bottle is preserved with Na2S2O3 (Sodium thiosulfate -a powder)
• The Metals bottle is preserved with HNO3 (Nitric Acid — a liquid)
• The TKN/Ammonia/Nitrogen/Phosphorous bottle(s) is preserved with H2SO4 (Sulfuric
Acid — a liquid). Sometimes, these parameters may be split among two bottles.
• The remaining bottles do not have a preservative in them.
Ph to ra h 3-1— Sam le Bottles from Microbac Labs
It is important that the bottles are not
overfilled so that the preservative is
not washed out. The acids will bum
skin, so the sampler must wear nitrile
gloves.
Microbac will typically mark the
bottles with the preservative and the
parameters to be analyzed. If not, ask
laboratory personnel to assist with
labeling the bottles.
The Stormwater Inspectors may create
their own bottle labels.
After receiving the bottles, the
o g p p
Stormwater Inspectors will need to
mark each bottle with the Station Identification and either a Project Identification or Client
Name. Once the sampling team is in the field and immediately prior to collecting the samples,
the Date and Time can be written onto the bottles. A stick -on label may be used instead of
writing directly onto the bottles. In any case, use a SharpieTM waterproof pen to mark the bottles.
All marks (e.g., identification, parameters, client) must be made before the samples are collected.
It is impossible to write on a damp, wet, or cold bottle.
The following scheme will be used to mark the Station or Sample Identification:
• Blounts Creek: BLT-###
• Cross Creek: XCK-###
The City of Fayetteville page -12 -
NPDES Permit No. NCS000246 —Sample Collection Guidance Manual July 11, 2014

• Beaver Creek: BVR-###
• Buckhead Creek: BCK-###
• Little Rockfrsk Creek: LRC-###
• Carvers Creek: CCK-###
Where ### indicates the ordinal sample number. The first sample at the station will be
001, the second sample at the same station will be 002, the fourteenth will be 014, and so
on.
3.2 Need for Ice
USEPA and NCDENR protocols require that samples be chilled to between 2°C to 40C from the
time they are collected until the samples are delivered to the laboratory.
The sampling team will obtain one bag of ice for each sample set before the samples are
collected. The bagged ice should be placed in a separate cooler. Once the sample is collected,
all of the bottles are filled, and bottle markings are completed, the Stormwater Inspector will
place the bottles into the laboratory cooler and pour ice over the bottles. Ice must completely
cover the bottles.
Upon delivery to the laboratory, the temperature of the bottles will be measured by the laboratory
employee. If the temperature is more than 6°C, the samples may be rejected.
One potential problem is that samples covered with ice for less than one hour may not be chilled
low enough by the time they are delivered to the lab. Tell the laboratory personnel the time of
sample collection so that the samples can be processed properly by the laboratory.
3.3 Holding Times
The holding time is the time limit from the time the samples are collected until the laboratory
begins their analysis. The parameters that are being analyzed have holding times varying from 6
hours to 7 days or more. Since the Fecal coliform analysis, with a holding time of 6 hours
controls when the samples must be at the laboratory, the two samples in downtown Fayetteville
will be collected and delivered to the laboratory together, the three samples from the
southwestern area will be collected and delivered together, and finally the sample from the
northeast location will be collected and delivered separately.
One possible scenario is that the Blounts Creek and Cross Creek samples are collected in the
morning and delivered to the laboratory before lunch. The Buckhead Creek, Beaver Creek, and
Little Rockfish Creek samples are collected in the late morning and delivered to the laboratory
after lunch. The Carvers Creek sample is collected in the middle of the afternoon and delivered
to the laboratory before 4:00 p.m.
The City of Fayetteville page -13 -
NPDES Permit No. NCS000246— Sample Collection Guidance Manual July 11, 2014

3.4 Fecal coliform Sample
The Fecal coliform samples require special handling.
• Always wear gloves when handling the Fecal coliform bottles.
• No sampler technician suffering from a cold or infection will be allowed to handle the
Fecal coliform bottle.
• Do not touch the inside of the cap or threaded area of the bottle.
• Do not breathe into the bottle or inside of the cap.
• Call the laboratory in the morning and tell them how many Fecal coliform samples will
be delivered that day and the approximate time of delivery. The laboratory needs to
prepare culture media for the Fecal coliform samples.
3.5 Measuring In -Situ Parameters
Refer to the sonde User's Manual for specific calibration and measurement procedures. The
sonde should be calibrated within 24 hours prior to use.
Before immersing the sonde, read and record the air temperature onto Form 2.
The sonde readings and sample collection will be performed with the in -water Stormwater
Inspector facing upstream. This position will lessen the chance that samples are disturbed or
affected by the Stormwater Inspector stirring up bottom sediment.
One Stormwater Inspector will immerse the sonde probe into the creek water at a depth that
approximates one half of the total water depth. Do not jam the probe into the creek bottom as
that may damage the sensors. Hold the probe in the water for about 60 to 90 seconds to allow
the readings to stabilize. The Stormwater Inspector in the creek will call out the readings and the
other Stormwater Inspector will record the measurements onto Form 2; use a separate Form 2 for
each monitoring station.
After recording all the readings, rinse the probe with tap or distilled water and return it to its
case.
For proper storage of the sonde, refer to the User's Manual.
3.6 Filling the Bottles
The sample collection will be performed with the in -water Stormwater Inspector facing
upstream. This position will lessen the chance that samples are disturbed or affected by the
Stormwater Inspector stirring up the bottom sediment.
Each bottle will be filled by collecting creek water from at or near the center of flow into a glass
beaker. Immerse the glass beaker into the creek flow several times before collecting the sample.
Using a glass beaker, slowly pour the sample into each bottle to within '/4" to Yz" of the bottle
top. Do not overfill the bottles containing a preservative.
The City of Fayetteville page 14
NPDES Permit No. NCS000246—Sample Collection Guidance Manual July 11, 2014

For those bottles that contain an acid preservative, tip the opening of the bottle away from the
face to avoid breathing fumes. The fumes will not cause long-term harm, but breathing the
fumes may cause an immediate nose or throat irritation.
Place each filled sample bottle into the cooler. After all bottles have been filled and placed into
the cooler, pour loose ice over the bottles. Deliver the samples to the laboratory within three
hours after collection, but before 4:00 p.m. The laboratory will need about one hour to prepare
the Fecal coliform samples.
Before leaving the monitoring station, thoroughly rinse the beaker with distilled water two times,
then spray with alcohol. Allow the beaker to air dry.
3.7 Chain -of -Custody Form
It is imperative that the chain -of -custody (COC) form is completed correctly. One COC form is
filled out for each sample set and will accompany the coolers to the laboratory. An example of
Microbac's COC form is provided in this manual. However, different laboratories use different
formats, even within the same company.
At a minimum, the following information needs to be entered onto the COC form:
1. Name and Address of Client with name of person to receive the laboratory report.
2. Name of Person that collected the sample.
3. Sample Identification (e.g., XCK-001).
4. Date and Time that sample was collected. Even though it may take 5 to 10 minutes to fill
all the bottles at one station, all samples collected at a single station will have the same
Time of Collection.
5. Check the box for "GRAB" sample.
6. If matrix is asked for, enter "SW" for surface water.
7. For number of bottles, break out for each bottle that has a unique parameter or group of
parameters.
8. Write in the analyses required — group together those parameters from the same bottle.
9. Most laboratories do not ask for the client to provide pH, Temp, or DO ... but since the
Fayetteville Stormwater Division is measuring these values in the field, the Stormwater
Inspector can enter these values on the COC before delivering to the laboratory. Again,
since this is a grab sample, these measurements will be the same for all bottles.
10. Each time the sample set changes hands, both the relinquisher and the recipient signs at
the bottom of the COC form.
11. Write in somewhere on the form the Quote No. 5768-G.
The COC form should be filled out with known information prior to departing the office for the
monitoring station. The date and time of sample collection will be entered onto the COC form
after the sample is collected.
The laboratory will receive the samples, check the temperature, sign the COC and give a copy to
the Stormwater Inspector. Map 3-1 shows the location of Microbac Laboratories, Inc.
The City of Fayetteville page - 15 -
NPDES Permit No. NCS000246 —Sample Collection Guidance Manual July 11, 2014

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Map 3-1— Location of Mierobac Laboratories, Inc.
2592 Hope Mills Road
[phone]
3.8 Contact Numbers
Microbac Laboratories, Inc..........................Ronald Sanders..
US Infrastructure of Carolina, Inc.....................John Fersner...
Stormwater Services Group, LLC ............................Jim Frei.
Fayetteville Stormwater Division.....................Greg Caison..
Grainger (supplies and equipment) ..........................................
...........................[phone]
..........[phone]
................[phone]
......I....[phone]
............[phone]
The City of Fayetteville
NPDES Permit No. NCS000246 — Sample Collection Guidance Manual
page - 16 -
July 11, 2014

Section 4: Safety Procedures
It is imperative that the Stormwater Inspectors practice safe procedures. The following protocol
will be followed:
• Always keep a field first -aid kit in the vehicle.
• Only one person should enter the water.
• Don hip waders before entering the water.
• The person that stays on the bank should carry a cell phone in a water -tight bag.
• Wear steel-shanked boots when wading in the creeks.
• Use the buddy system to help each other transport the equipment down to the water's
edge.
• Use a walking stick, safety rope, or other practical means to aid in safe access to the
center of the creek.
• Wear an orange safety vest or similar attire.
• The Stormwater Inspector collecting the samples should wear nitrile gloves and safety
glasses.
• Use mosquito repellant and sun screen. Check body for ticks and leeches before leaving
the monitoring station.
• Report any injuries immediately to the supervisor.
The City of Fayetteville page - 17
NPDES Perinit No. NCS000246— Sample Collection Gnidance Manual July 11, 2014

Section 5: After Action
Once the samples are collected and returned to the laboratory, the Stormwater Inspectors need to
complete several other items.
5.1 Clean and Secure Equipment
• Rinse the sonde probes in distilled water as directed by the User's Manual.
• Prepare the sonde for long-term storage if it is not to be used for several weeks.
• Wash and rinse the glass beakers. The final rinse will be with distilled water, then spray
with alcohol. Allow to air dry, then place into a large zip-loc bag.
• Wash and rinse hip waders and other tools that may need it.
• Check first aid kit and other safety equipment. Replace needed items.
• Store all equipment in a carrying case so it is ready for the next round of sampling.
5.2 Enter Data
• Check data on Form 2 to ensure correctness.
• Enter data from Form 2 into digital database.
• File Form 2 with client's copy of the COC form.
• Upon receipt of analysis report, enter laboratory results into database, then file laboratory
report with corresponding Form 2.
The City of Fayetteville page - 18 -
NPDES Permit No. NCS000246 — Santple Collection Guidance Manual Judy 11, 2014

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Rainfall History
Form 1
MOUNTS CREEK
Date Did rain fall today? Time Rainfall Ended Time Sample Collected
Yes No
CROSS CREEK
Date Did rainfall toda ? Time Rainfall Ended Time Sample Collected
Yes No
BEAVER CREEK
Date Did rain fall today? Time Rainfall Ended Time Sample Collected
Yes No
BUCKHEAD CREEK
Date Did rainfall toda ? Time Rainfall Ended Time Sample Collected
Yes No
The City of Fayetteville Form -1 -
NPDESPernitNo. NCS000246— Sample Collection Guidance Manual July 11, 2014

Rainfall History
Form 1 (continued)
LITTLE ROCKFISH CREEK
Date Did rain fall today? Time Rainfall Ended Time Sample Collected
Yes No
CARVERS CREEK
DateMrainfalltoday?Time Rainfall Ended Time Sample Collected
The City of Fayetteville Form - 1 -
NPDES Permit No. NCS000246— Sample Collection Guidance Manual July 11, 2014

FIELD DATA COLLECTION
FORM 2
Site Location
r's Name:
Sampler's Name:
e ID:
Date: FTime:
ince Last Rainfall:
Stage Reading:
p:
Stage = Flow Rate of cfs
emperature:
Flow pH:
ty:
MSheen
Sp. Conductance:
ed Oxygen
Observations:
Yes
No
en
Litter & Trash
Dead Fish
Live Fish
Dead Amphibians
Live Amphibians
Crayfish
Water Bugs (insects)
Mussels
Algal Growth
Color of Water
Odor from Water
Suspected Illicit Discharge?
Comments:
The City of Fayetteville Form - 2 -
NPDES Permit No. NCS000246—Sample Collection Guidance Manual July 11, 2014

Supplies & Equipment List
Equipment
From Grainger (hq://www grain eg r com) 1-900-472-4643
Item
Parts No.
Disposable Nitrile Gloves (box of 100)
121956L06
ea
Safety Glasses (uvex by Honeywell)
12699R73
ea
Hip Boots (waders) (1 pair per Inspector)
46181604.65
q7anrice
eaReflective
Vest (1 per Inspector)
8339285
eaFRainGauge
Aid Kit
49H39595
eaottles
(3/ pack)
130298
42 ea(1000
ml) (6/ pack)
SYFIAB
1 pac
.35 ea
3LYK9
6
$19.65 ea
Expendables
From local General Merchandise Store (e.g., Walmart)
Item
Parts No.
Quantity
Price
d Water (1 gallon per 6 samples)
1 gal
$2.50/ gal
rr_�R�bbingcohol (1 pint per 6 samples
1 pint
$1.75/ pt
ight & Batteries
1
$11.00 ea
op Container for Carrying Supplies
1
$20.00 ea
/z-gal Zip-Loc Bags
1 box of 24
$3.00 ea
Sharpie Water -Proof Markers
1 pkg of 4
$5.00 ea
The City of Fayetteville Equipment List
NPDES Permit No. NCS000246 — Sample Collection Guidance Manual July 11, 2014

APPENDIX A
U-10 USER'S MANUAL
The City of Fayetteville Appendix A
NPDES Permit No. NCS000246— Sample Collection Guidance Manual July 11, 2014

The above SOP has been reviewed November 2015 and found acceptable for the rules and regulations
set forth by NCDEQ. This SOP will be monitored as NCDEQ and EPA changes rules, and it will be tailored
accordingly to insure that not regulations are violated. If there are any questions concerning the SOP
contact Greg Caison Storm Water Manager for the City of Fayetteville.
Thanks,
,Bra*j u*v$uUa4IC , Stormwater Inspector
Engineering & Infrastructure- Stormwater Division
City of Fayetteville 1 433 Hay Street I Fayetteville, NC 28301-5537
Office:910.433.1616 Fax:[phone]
E-mail: bbullardCaZci fav nc.us
Web: http7//www.ditvoffayetteville.org