NCG020749_COMPLETE FILE - HISTORICAL_20160308

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
NCQf* va My n
7
DOC TYPE
Cq"'HISTORICAL FILE
DOC DATE
❑ 0 03 O(Y
YYYYMMDD

FACILITY: COUNTY
CITY: PERMIT NUMBER
Permit Information that needs to be Incorporated into Future Permit Revisions
DATE I COMMENTS
:�I 13 1 5 'i Y44-rw 0,&4 K xrx;INt r vu-g; TAL r-r ;

NCDENR- _--
North Carolina Department of Environment and Natural R2ces
Division of Water Qualityr�J -�-- --- --�(��
Beverly Eaves Perdue Coleen H. Sullins ` Dee Freeman
Governor Director ��� ` JUN 1 4 2010 Secretary
f
June 10, 2010 "" `�- •`
Tony Merritt
Tony Merritt's Gravel Pitt
3200 Damascus Church Rd.
Chapel Hill, NC 27516
Subject: General Permit No. NCG020000
Tony Merritt's Gravel Pitt
COC NCG020749
Orange County
Dear Mr. Merritt:
In accordance with your application for a discharge permit received on June 5, 2009, we
are forwarding herewith the subject certificate of coverage to discharge under the subject state —
NPDES g_neral permit. This permit is issued pursuant to the requirements of North Carolina
General St<::+ute 143-215.1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation ant! reissuance of the certificate of coverage.
This site discharges to a water supply receiving water, Morgan Creek 16-41-2-(1.5). The
Department of Environmental Health has requested an Operation and Maintenance Plan for this
site. In order to meet the intent of their request, please submit a narrative on your operation and
clean out schedule for your BMPs associated with dewatering. Please submit this for DWQ
approval no later than July 26, 2010.
Basr.:' on a site visit conducted Apri127, 2010, there are currently outfalls:
dewaterii-ig/stormwater basin #1 by the active sand/gravel mine pit and stormwater pond #2
located on east side of the property by the unnamed tributary of Morgan Creek (University
Lake). The application shows two other stormwater water basins that will be constructed in the
active mine. ?lease make sure all these outfalls are properly noted and monitored according to
the permit.
Please note that mine dewatering wastewater includes wet pit overflows caused solely
by direct rainfall and groundwater seepage for this type of mining operation. Any discharge of
this water (and any stormwater commingled with it) is subject to the effluent limitations in this
permit.
Wetlands and Stormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 276%-1617 North Carolina
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 �����+/f��
Phone: [phone] FAX: [phone] Customer Service: 1-877.623.6748 Na
Internet: www.ncwaterquality.org
An Equal Opportunily 1 Affirmative Action Employer

Mr. Tory Merritt
'Pony Merritt's Gravel Pitt*G020749
June 10, 2010
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land
Resources, Coastal Area Management Act or any other federal or local governmental pennit that
may be required.
If you have any questions concerning this permit, please contact Brian Lowther at
telephone number [phone].
Sincerely,
for Coleen H. Sullins
cc: Raleigh Regional Office
Central Files
Stormwater Permitting Unit Files

E-7
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020749
4
STORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute I43-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Tony Merritt
is hereby authorized to discharge stormwater and mine dewatering wastewater from a facility
located at
Tony Merritt's Gravel Pitt
3200 Damascus Church Rd
Chapel Hill, NC
Orange County
to receiving waters designated as an unnamed tributary to Morgan Creek, a class WS-11, HQW,
NSW, CA water in the Cape Fear River Basin, in accordance with the effluent limitations,
monitoring requirements, and other conditions set forth in Parts I, I1, III, IV, V, and VI of General
Permit No. NCG020000 as attached.
This certificate of coverage shall become effective June 10, 2010.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day June 10, 2010.
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

LOCATION MAP: 0 0
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�� •.- .!
�
/\
Tony
Merrftt's Gravel Pit
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'0 �4
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/�-^r'��ti _o�.j(�+ ai� � �..i/ O; /'1�,•-
NCG020749
Tony Merritt
Ir
Tony Merritt's Gravel Pit
�
Lad Dude: 3$13 52' 52" N
Longitude: 79115' 12.2" W
Coup Orange
xY� 9
r ;
�
Receiving Stream: UT NbrganCreek (Lhi versi ty Lake)
AV SCale 1.'20,000
Stream Gass: W'S-I I, HQW, NSW, CA
Sub -basin: 03-06-O6 (Cape Fear River Basin)
Facility Location
--
- —

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
Tony Merritt
'Pony Merritt's Gravel Pitt
3200 Damascus Church Rd.
Chapel Hill, NC 27516
Dear Mr. Merritt:
June 10, 2010
— — - --- A
i al �or�
Subject: General Permit No. NCG020000
Tony Merritt's Gravel Pitt
COC NCG020749
Orange County
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on June 5, 2009, we
are forwarding herewith the subject certificate of coverage to discharge under the subject state -
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection Agency dated October i S; 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
This site discharges to a water supply receiving water, Morgan Creek 16-41-2-(1.5). The
Department of Environmental Health has requested an Operation and Maintenance Plan for this
site. In order to meet the intent of their request, please submit a narrative on your operation and
clean out schedule for your BMPs associated with dewatering. Please submit this for DWQ
approval no later than July 26, 2010.
Based on a site visit conducted April 27, 2010, there are currently outfalls:
dewatcring/stormwater basin #1 by the active sand/gravel mine pit and stormwater pond #2
located on east side of the property by the unnamed tributary of Morgan Creek (University
Lake). The application shows two other stormwater water basins that will be constructed in the
active mine. Please make sure all these outfalls are properly noted and monitored according to
the permit.
Please note that mine dewatering wastewater includes wet pit overflows caused solely
by direct rainfall and groundwater segpage for this type of mining operation. Any discharge of
this water (and any stormwater commingled with it) is subject to the effluent limitations in this
permit,
Wetlands and Stormwatar Branch One
1617 Mail Servlce Center, Raleigh, North Carolina 27699.1617 NorthCarolina
Phone:
512 N. Salisbury St. Raleigh, North Carol+na r 7604
Service:
Phone: [phone]D 1 FAX: 919•$07.64941 Customer Servlce: 1-$77.623.6748
Internet: wymnewaterquality,org
An Equal Opponualty 1 AAlmmWa Adon Employer

Mr. Tony Merritt
'Tony Meruitt's Gravel Pitt—*G020749
June 10, 2010.
This permit does not affect the legal requirements to obtain other permits which may be
required by, the Division of Water Quality or permits required by the Division of Land
Resources, Coastal Area Management Act or any other federal or local governmental permit that
may be required.
If you have any questions concerning this permit, please contact Brian Lowther at
telephone number [phone].
Sincerely,
for CoIeen H. Sullins
cc: Raleigh Regional Office
Central Files
Stormwater Permitting Unit Files
'.ti

L
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCGO20749
STORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Tony Merritt
is hereby authorized to discharge stormwater and mine dewatering wastewater from a facility
located at
Tony Merritt's Gravel Pitt
3200 Damascus Church Rd
Chapel Hill, NC
Orange County
to receiving waters,designated as an unnamed tributary to M�Cree a class WS-II, HQW,
NSW, CA water in the Cape Fear River Basin, in accordance with the effluent limitations,
monitoring requirements, and other conditions set forth in Parts I, II, III, IV, V, and' V1 of General
Permit No. NCG020000 as attached.
This certificate of coverage shall become effective June 10, 2010.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day June 10, 2010.
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

Beverly Eaves Perdue
Governor
•9 A
q. .
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
June 10, 2010
Tony Merritt
Tony Merritt's Gravel Pitt
3200 Damascus Church Rd.
Chapel Hill, NC 27516
Subject: General Permit No. NCG020000
Tony Merritt's Gravel Pitt
COC NCG020749
Orange County
Dear Mr. Merritt:
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on June 5, 2009, we
are forwarding herewith the subject certificate of coverage to discharge under the subject state —
NPDES general permit, This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection Agency dated October 1512007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
This site discharges to a water supply receiving water, Morgan Creek 16-41-2-(1.5), The
Department of Environmental Health has requested an Operation and Maintenance Plan for this
site. In order to meet the intent of their request, please submit a narrative on your operation and
clean out schedule for your BMPs associated with dewatering, Please submit this for DWQ
approval no later than July 26, 2010,
Based on a site visit conducted April 27, 2010, there are currently outfalls:
dew' atering/stormwater basin #1 by the active sand/gravel mine pit and stormwater pond #2
located on east side of the property by the unnamed tributary of Morgan Creels (University
Lake). The application shows two other stormwater water basins that will be constructed in the
active inine. Please make sure all these outfalls are properly noted and monitored according to
the permit,
ti Please note that mine dewatering wastewater includes wet pit overflows caused solely
by direct rainfall and groundwater seepage for this type of mining operation. Any discharge of
this water (and any stormwater commingled with it) is subject to the effluent limitations in this
permit.
Wetlands and Stormwator Branch One
1617 Mail Servlce Center, Aatei h, North Carolina 27699.1617 NO thCarolina
Location:Phone:
9-8 7 Salisbury St. Raleigh, North Carolina r Service.
�� �����
Phone: 919-SU7.63001 FAX: [phone] Customer Service: i •677.623.6746
Intemel: www,newaterquality,org
An Equal Opportarily 1 AIIIrmaUve Action Employer

Mr. Tony Merritt
Tony Merritt's Gravel Pitt—*G020749
June 10, 2010.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land
Resources, Coastal Area Management Act or any other federal or local governmental permit that
may be required.
If you have any questions concerning this permit, please contact Brian Lowther at
telephone number [phone].
Sincerely,
for Coleen H. SulIins
cc: Raleigh Regional Office
Central Files ,
Stonnwater Permitting Unit Files

i
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020749
STORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Tony Merritt
is hereby authorized to discharge stormwater and mine dewatering wastewater from a facility
located at
Tony Merritt's Gravel Pitt
3200 Damascus Church Rd
Chapel Hill, NC
Orange County
to receiving waters designated as an unnamed tributary to Morgan Creek, a class WS-II, HQW,
NSW, CA water in the Cape Fear River Basin, in accordance with the effluent limitations,
monitoring requirements, and other conditions set forth in Parts 1, II, III, IV, V, and VI of General
Permit No. NCG020000 as attached.
This certificate of coverage shall become effective June 10, 2010.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day June 10, 2010.
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Enviromnental Management Commission

. � 'E •'•

NCDENR JUN 2 5 r
North Carolina De artment of Environment and Natural Resources
p Division of Water Quality rI -
Beverly Eaves Perdue Coleen H. Sullins —Dee-Freeman
Governor Director Secretary
June 19, 2009
Mr. Tony Merritt
Tony Merritt's Gravel Pitt
3200 Damascus Church Road
Chapel Hill, NC 27516
Subject: General Permit No. NCG020000
Tony Merritt's Gravel Pitt, NCG 020749
Orange County
Dear Mr. Merritt:
The Division of Water Quality's Stormwater Permitting Unit received a National Pollutant Discharge
Elimination System (NPDES) permit application for Tony Merritt's Gravel Pitt on June 05, 2009. The
application indicated the mine has a mining permit from the Division of Land Resources (DLR). However,
the mining permit expired on June 10, 2008. Please be aware that the issuance of an NPDES permit is
contingent upon the renewal of an associated mining permit from DLR. Our office will process your
stormwater permit application once a DLR mining permit has been renewed for your project.
Please also be aware that if your project is Iocated near wetlands, your NPDES permit will require
dewatering operations without wetland impacts. The specific requirements for mine dewatering at facilities
near wetlands can be found in the text of the general NPDES mining permit number NCG 020000 available
on our website, http://112o.enr.state.nc.us/su/Forms_Documents.htm. See Section C, Part I of the permit on
the page labeled, `'Part Ill Page 5 of 9". An approved Operation and Monitoring Plan is required for
NPDES-permitted mining facilities. Discharging mine dewatering wastewater without Plan approval will he
subject to enforcement action. A Plan for your facility must be submitted to the Washington Regional Office
within 60 days of your receipt of an NPDES permit. We encourage you to contact Autumn Hoban at the
Raleigh Regional Office at [phone] to address any wetland concerns for your facility in order to
ensure a successful NPDES application review.
If you have any questions concerning the NPDES permit approval process, please contact me at telephone
number [phone].
Sincerely,
Brian Lowther
Environmental Engineer
cc: Raleigh Regional Office, Autumn Hoban
Central Files
Storrwater Permitting Unit Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St, Raleigh, North Carolina 27604 One
Phone: [phone] FAX: 91 M07.6492 l Customer Service: 1.877-623-6748 North Carol i n a
Internet: wuvw,ncnraterquality.org
An Equal opportunity 1 Af7irmafive Action Employer

• 0
NCDENR
van. G� Dcwr - of
V..ft0N f.VT 411 HaU%H. r-90a1 '_Fb
NOTICE OF INTENT
Division of Water Quality I Surface Water Protection
National Pollutant Discharge Elimination System
NCG020000
FOR AGENCY USE ONLY
Dine Received
Year
Month
Da
Certificate of Coverage
N
Check it
Anwum
Pemii t Assigned to
rn
National Pollutant Discharge Elimination System application for coverage under General Permit
NGG020000: C"i
c�
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX
The following activities are also included:
Mineral Mining Industry (except as specified below)
• Active or inactive mining operations(including borrow pits —except for NCDOT borrow its that di§char e.
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediafv—
products, finished products, byproducts or waste products located on the site of such operations;
• Stormwater from vehicle maintenance activities at mining operations;
• Overflow from facilities that recycle process wastewater-, and/or
• Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater from asphalt
operations and/or concrete operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered under NCS000150
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
• Point source dis&arges of stormwater and wastewater from in -stream sand mining operations (i.e., sand
dredging or dipping operations)
For new mining sites that require an authorization to construct (ATC) wastewater treatment facilities: This
NOI is also an APPLICATION FOR an ATC for new wastewater treatment facilities. ATC requests must be
submitted at least 90 days prior to construction'.
For existing mining sites that require an Authorization to Operate (A TO) wastewater treatment facilities:
This NOI is also an APPLICATION FOR an ATO for wastewater treatment facilities in place.
Construction, modification, or installation of any new treatment components at an existing site requires
an ATC. (If the site is already covered by NCG020000, the ATC request may be submitted without an NOI).
Some wastewater treatment facilities used to treat or recycle process wastewater (even if commingled
with Stormwater) at mining sites will require an ATC prior to construction per 15A NCAC 2H .0139.
Please see the NCG020000 General Permit for details about which treatment facilities require an
ATC (summarized in Table 1 at the end of this form). For example, an ATC is required for treatment
of mine dewatering discharge from clay pits and non -closed -loop wastewater recycle systems. The
authorization to construct or continue to operate will be issued at the same time as the Certificate of
Coverage (COC) for the NCG02 permit. Design of treatment facilities must comply with requirements
of 15A NCAC 2H .0138 & .0139.
Page 1 of 7
'As per 15A NCAC 2H .0106
2Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
W
SWU-217-071408 Last revised 7/14/08

• Division of Water Quality 1 Surface Water Protection
NCDENRNational Pollutant Diseharac Elimination System
CMPu {rjyr Cr pr
NCG020000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
Year I Niomh Day
Ccniticatc otCeverage
Chock x i Amount
I
Permit Assigned to
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified below)
The following activities are also included:
• Active or inactive mining operations (including borrow pits --except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
• Stormwater from vehi6e maintenance activities at mining operations;
• Overflow from facilities that recycle process wastewater; and/or
• Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
• Stormwater discharges associated with peat reining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are interm'Ixed on site with stormwater from asphalt
operations and/or concrete operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered under NCS000150
The following discharges are covered by NPDES genera! permit NCG520000 instead of NCGO20000:
• Point source discharges of stormwater and wastewater from in -stream sand mining operations (i.e., sand,
dredging or dipping operations)
For new mining sites that require an authorization to construct (ATC) wastewater treatment facilities; This
NOI is also an APPLICATION FOR an ATC for new wastewater treatment facilities. ATC requests must,be
submitted at least 90 days prior to construction'..
For existino mining sites that require an Authorization to Operate (A TO) wastewater treatment facilities:
This N01 is also an APPLICATION FOR an ATO for wastewater treatment facilities in place.
Construction modification or installation of any new treatment components at an existing site requires
an ATC. (if the site is already covered by NCG020000, the ATC request may be submitted without an NOI).
Some wastewater treatment facilities used to treat or recycle process wastewater (even if commingled
with stormwater) at mining sites will require an ATC prior to construction per 15A NCAC 2H .0138.
Please see the NCGO20000 General Permit for details about which treatment facilities require an
ATC (summarized in Table 1 at the end.of this form). For example, an ATC is required for treatment
of mine dewaterina discharge from clay pits and non -closed -loop wastewater recycle systems. The
authorization to construct or continue to operate will be issued at the same time as the Certificate of
Coverage (COD) for the NCG02 permit. Design of treatment facilities must comply with requirements
Of 15A NCAC 2H .0138 & .0139.
Page 1 of 7
As per 15A NCAC 2H .0106
zUnless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are pualified to
penorm such work for their respective companies in accordance with General Statutes, 89C-25 (7). plans and specifications must be signed
and sealed by a P.E.
SW U-217-012108 Last revised 1 /21/08

or
•
NCG020000 N.O.I.
Construction of wastewater treatment facilities subject to the ATC/ATO requirements in the NCG02 permit
at new or existing mining sites requires submission of three (3) sets of plans and specifications signed
and sealed by a Professional Engineer (P.E.) or qualified staff2 along with this application. A copy of the
design calculations should be included. Please see questions 18 & 19.
Table 1 : Wastewater Permit ATC/ATO Requirements
Mine Dewatering
Yes
No
Quarries
—
Sand Pits
—
•
Clay Pits
♦
—
Any Dewatering with Chemical Treatment
•
—
Process Wastewater
SandlGravel
— I �
Closed -Loop Recycle
— •
Other Recycle
• —
For questions, please contact the DWO Regional Office for your area. (See page 7)
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name l ✓Yt t/ l'� c'uri r -_ _
Street Address
City
Telephone No.
E-mail Address
earl
C Lrurl-'d! lkyi ; State � ZIP Code 2 7
�1 _ �1 1- -2 _.. Fax: �Ir �r 5131-
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Contact E-mail
I a'Vv,l~~
J'-' 'hdJ. C .! L-, i. G l I — —
State ZIP Code
Fax: y/,9 _ �Z-73i �f _
3) Physical Location Information:
Please provide a narrative description of how to get to, the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). F i'ym Lk r I'i - 5 e i h,4 -44,g -rdKc C.�s�+-y 1ti��U S�•
AA /i', ..;I` I,`):-, 7u- 1 /r5-' f7L' J
4) Latitude `� h �� 5�7 Longitude 76� (degrees, minutes. seconds)
/ir,�� IS cN {/lylL'l
5) This NPDES Permit NOI Application applies to which of the following:
❑ New or Proposed Facility
Existing
Date operation is to begin
❑ New Permit not applicable - ATC request only. NPDES Permit Number
S W U-217-012108
Page 2 of 7
Last revised 1 /21/08

9
NCG020000 N.O.I.
6) Standard Industrial Classification:.
Provide the 4 dieit Standard Industrial Classification Code (SIC Code) that describes the primary industrial.
activity at this facility
SIC Code: / 4 � 'Z
7) Provide a narrative description of the types of minerals mined at this facility: jcjud O-U6 u�r�
rrl�� /YC4��� T,:•6/rrJ' F.Lcu•/'r� /f�/'C:-K�c'/- lL�e''�Cr33r`7� �:-'rc�utl`'�'r ,
8) Discharge Points:
Number of discharge points (ditches. pipes, channels, etc, that convey discharges from the property):
Stormwater:_ 7 Mine dewatering: _ I Process Wastewater Overficw:
Discharge points should be clearly marked on the submitted site plan.
Please provide shcr L;
narrative description of discharges: /'Pv �r WS Gr ` s�`` �u°`°�d �" ��`
Fall/
,.,,j Le k ,jCCl,'.:7,N� �1y,Vfci '% k� /Yl.'rJG'.;'/�� L"t` j'7+C' /1<rYf 1 LJ�?',{I eW/' (.Cy Y^dill wer�`rL.
— T — -- -
i✓f '?u/�y1•';?� �yrr�Lil !y T%iJrKJ�G��C L: f��ryuc r7" 6-ry,�1� _
9) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, iake, etc.) that the facility stormwater
and/or wastewater discharges end up in? 14H 7`n
If the site stormwater discharges to a separate storm sewer system, name the operator of ;he separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (if known): (�L'S—f11f;iLaty. G,jt
Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG020000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-1 or freshwater ORW.
10) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
;t No
❑ Yes If yes, please provide information about any 404/401 Certification Permits.
Note: Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that have
the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement an Operation and Monitoring (0&M) Plan that has been approved by the Division.
The O&M Plan should be submitted to the Regional Office and must be aporoved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the
effect of pumping and to estabiish any pumping regime necessary to reduce impacts, and (2) Detailed
plans to maintain surrounding hydrology and respective -monitoring to demonstrate compliance.
11) Does this facility already have a valid Mining Permit from the Division of Land Resources (DLR)?
❑ No (If not, please indicate the status of the Mining Permit application;
E Yes
If yes, please provide the Mining Permit number and include a copy with your application:
Note: DWQ cannot issue a COC for the NC43020000 General Permit until a Mining Permit is issued or
renewed by the Division of Land Resources (DLR).
Page 3of7
5WU-217.012108 Last revised 1/21/08

NCG020000 N.O.I. i
12) Will this mining operation precede development activities at this site?
No
❑ Yes
13) Does this facility have any other NPDES permits?
No
❑ Yes
If yes, list the permit numbers for all current NPDES permits far this facility:
14) Does this facility have any Non -Discharge permits (ex: recycle permits)?
XNc
❑ Yes
If yes, list the permit numbers for ail current Non -Discharge permits for this facility:
15) Does this facility employ any best management practices for stormwater control?
❑ No
-�4' Yes
If yes, please briefly describe:7,�,N
16) Does this facility have a Stormwater Pollution Prevention Plan?
No
❑ Yes
If yes, when was it implemented?
17) Will vehicle maintenance activities occur at this facility?
No ❑ Yes
Wastewater Treatment Facilities:
18) Will mine dewatering discharges occur? (AMATO required for clay pits or dewatering with Chem. treatment)
❑ No Yes
19) Will discharges of overflows from process wastewater treatment systems occur? (ATC or ATO required,
unless sand/gravel mining or closed -loop recycle system)
t No ❑ Yes
If yes, answer the following questions on the wastewater treatment system:
a. Please describe the type of process used to treat and/or recycle the process wastewater. Give
design specifics (i.e. design volume, retention time, surface area, etc.). Existing treatment
facilities should be described in detail. and design criteria or operational data should be provided
(including calculations) to ensure that the facility can comply with requirements of the General
Permit. [Use separate sheet(s)]
b. Does this facility employ chemical additives to flocculate suspended solids? ❑ No El Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the
chemicai additive
Vote: Please see http://h2c.enr.s_tate.nc.u_s/ws/PAMS list.htm for a list of approved polyacrylamide (PAMS)
products for use in North Carolina,
Page 4 of 7
S W U-21 7-012108 Last revised 1 /21 /08

NCG020000 N.0.1.
C. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
20) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
No ❑ Yes if so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
21) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
g No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
d) If you answered yes tc questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored.
How many disposal shipments per year:
Name of transport 1 disposal vendor.
Vendor address:
22) Certification: North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article er a rule implememing this Article; or who knowingly makes a lalse
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the,
(Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000),
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I agree to abide by the following as a part of coverage under ;his General Permit:
1. 1 agree is abide by the approved {Mining Permit for this mining activity. (A copy of the valid
mining permit must be attached to this request.
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPOES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate
protection so as to contain all spills on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules
governing solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to
not result in contamination of the surface or ground waters.
Page 5of7
SWU-217-012108 Last revised 1/21108

0
NCG020000 N.O.I.
l agree to abide by the provisions as fisted above and recognize that the provisions are to be considered as
enforceable requirements of the Generai Permit.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: �' ` .9
Title:
(!Pnatura f Applicant)^ ( ate signe
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
Check for $100 made payable to NCDENR
This completed application and all supporting documents
Copy of the valid approved mining permit (MP) for the facility or indication of MP application status
Copy of a county map or other general location map that shows the mining site and nearest ma}or roads
Copy of USGS topographic map showing the mining site and surrounding areas, or other map that clearly
shows site location in relation to nearby streams, wetlands, and other waters, etc.
Copy of mining site plan with all wetlands clearly delineated
If the mine is near wetlands, or may otherwise impact surface water or groundwater, contact the regional
office about an 0&M Plan (contact information on the next page). Please refer to this O&M Plan checklist:
✓ Site map with wetlands, ditches, well -placements, borrow areas, overburden storage, stormwater
controls/HMPs, vehicle maintenance areas, settling basins, product process areas, and access roads.
✓ Well information (design, depths, maintenance)
✓ Physical monitoring for the wetlands areas
✓ Settling pond sizing Information, if appiicabie
✓ Level spreader design, if applicable
✓ Details about dewatering method
✓ Description of measures to prevent erosion and flooding
If an A T C or ATG is required, three (3) sets of plans, specifications, and design calculations, signed,
sealed, and dated by a P.E. ATC and ATO requirements in NCG02000 are summarized in Table 1 on
Page 2 of this NOI (see the permit text for more details). Plans shall show all pertinent design features,
including the location of the outfall(s), If stormwater is flowing off -site, the plan must show that stormwater
will not be mixed with wastewater.
Mail the entire package to:
Stormwater and Generai Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
Page 6of7
5 W U-21 7.012108 Last revised 1 /21 /08

LOCATION MAP
HWY 1- 5-50
r❑

Scale 1" - 1000' Approx.
G2sENrINESECRIEINNGCII NVIRONMIEHTAL
E OMPA
300E ANDERSON DR,, W""
RALEIGH, NORTH CAROLINA 27609
(910) 701-TM
vicinty Map -'
Tony Merritl's Gravel Pit arl9roa
Mine Permit No. 68-04 3200 Damascus Chruch Road .F[ay.',u
prance Countv. NC
0

A'to
•'*;"Al
'
NCDENR
FNVMWMryt AND HRU". rinaJntfa
NOTICE OF INTENT
Division of Water Quality / Surface Water Protection
National Pollutant Discharge Elimination System
NCG020000
FOR AGENCY USE ONLY
Oate Received
Year
Month
Da
1:5P'
Certificate of Coverage
20
Check # Amount
a o ,�2
Permit Assigned to
,ram_
National Pollutant Discharge Elimination System application for coverage under General Permit o jul �
NCG020000: _
STORMWATER DISCHARGES associated with activities classified as:
SIC Standard Industrial Classification Code - 14XX Mineral Mining Indust pspecified) G
( ) g Industry (except as be
g
The following activities are also included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discl
stormwater contaminated with or that has come in contact with, any overburden, raw material, interme�i to �.
products, finished products, byproducts or waste products located on the site of such operations;
• Stormwater from vehicle maintenance activities at mining operations;
• Overflow from facilities that recycle process wastewater; and/or
• Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater from asphalt
operations and/or concrete operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered under NCS000150
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
• Point source discharges of stormwater and wastewater from in -stream sand mining operations (i.e., sand
dredging or dipping operations)
For new mining sites that require an authorization to construct (ATC) wastewater treatment facilities: This
NOI is also an APPLICATION FOR an ATC for new wastewater treatment facilities. ATC requests must be
submitted at least 90 days prior to construction'. •
For existing mining sites that require an Authorization to Operate (ATO) wastewater treatment facilities:
This NOI is also an APPLICATION FOR an ATO for wastewater treatment facilities in place.
Construction, modification, or installation of any new treatment components at an existing site requires
an ATC. (If the site is already covered by NCG020000, the ATC request may be submitted without an'NOI).
Some wastewater treatment facilities used to treat or recycle process wastewater (even if commingled
with stormwater) at mining sites will require an ATC prior_t_o construction per 15A NCAC 2H .0138.
Please see the NCG020000 General Permit for details about which treatment facilities require an
ATC (summarized in Table 1 at the end of this form). For example, an ATC is required for treatment
of mine dewatering discharge from clay pits and non -closed -loop wastewater recycle systems. The
authorization to construct or continue to operate will be issued at the same time as the Certificate of
Coverage (COC) for the NCG02 permit. Design of treatment facilities must comply with requirements
of 15A NCAC 2H .0138 & .0139.
Page 1 of 7
1As per 15A NCAC 2H .0106
2Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-217-012108 Last revised 1/21/08

Ift 1 w .a
NCG020000 N.O.I.
Construction of wastewater treatment facilities subject to the ATC/ATO requirements in the NCG02 permit
at new or existing mining sites requires submission of three (3) sets of plans and specifications signed
and sealed by a Professional Engineer (P.E.) or qualified staff2 along with this application. A copy of the
design calculations should be included. Please see questions 18 & 19.
Table 1: Wastewater Permit ATC/ATO.Requirements
'� � #5. l i 3�y1�1 �'+�. r °• �rr��,a � '1�w'�I.i�" y�l xDe� - ^t. t wa
Yes
No
Quarries
--♦,
Sand Pits
—!
Clay Pits
♦
_
Any Dewatering with Chemical Treatment
♦
—
Sand/Gravel
--
•
Closed -Loop Recycle
—
•
Other Recycle
♦
_
For questions, please contact the DWO Regional Office for your area. (See page 7)
(Please print or type)
1) Mailing address of owner/operator (address to which all ermit correspondence will be mailed):
Name
Street Address
City
Telephone No.
E-mail Address
iucll
C k94FV•el 11.11 , Stated ZIP Code ;7- 731Ir
q;41 _e/3'l).- �`Z43 _.� Fax: � ..`13.Z- -
2) Location of facility producing discharge:
Facility Name J.34y Aftrv",ffS
Facility Contact ,/ CKy /blt�.r,�f"
Street Address 3�-20 VP;Ng6e-V5 Ci,c:Nctr_/��/,
City Ckwel &;(z State ZIP Code �Z 7f-/A
County 0 w a e
Telephone No. J:z-5-t 43 Fax:
Contact E-mail
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). 6pw► f kP /�=.�Gi he-Aag fd4-C G.y^s.h��uYvSt�
/,S�rrf� ,C:f�PJ /T�:.d�.1i�`�Icr�r�sou�Di� jauiF%t�r'✓t%)Q�. /�b:.•tf �:y,'iC� fir.✓! /Tr�1rf-d►% �
4 Latitude _ 4 _© 2 pyt?GScIrJ Lbf�,Q
) ',� �= �Y2 �:� Longitude �7 � �3 -- (degrees, minutes, seconds) ,
/0r,✓C , YvN N�jZ f
e?,ip*f- lvvel•f f^
5) This NPDES Permit NOI Application applies to which of the following:
❑ New or Proposed Facility
X Existing
Date operation is to begin
❑ New Permit not applicable - ATC request only. NPDES Permit Number
Page 2 of 7
SWU-217-012108 Last revised 1/21/08

NCG020000 N.O.I.
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: _
7) Provide a narrative descrjption of the types of minerals mined at this facility:
r's�+iiti Cr:tclstc ff�
8) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Stormwater: I Mine dewatering: _I Process Wastewater Overflow:
Discharge points should be clearly marked on the submitted site plan.
Please provide short narrative description of discharges: jp"Y' =NS o Pf"'41-ke u�'dito
-16-&M f2J rl .SldI slh.� JjrsS��ry_%`{sa� /SI:J�'.� tV Ol` tWL7 hr,if r'
i+? 'tcr/ iY!%i1�'�:c.�r,Gbl_1,���GD ' v t-/ Pdllfrc•df' ,6.�S,Y}� -
9) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? ANilN�+. r+-sEy Gvic�
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (if known):
Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG020000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-1 or freshwater ORW.
10) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
;0 No
❑ Yes If yes, please provide information about any 404/401 Certification permits.
Note: Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that have
the potential to drain wetlands or otherwise impact surface water or groundwater MAST develop and
implement an Operation and Monitoring (O&M) Plan that has been approved by the Division.
The O&M Plan should be submitted to the Regional Office and must be al2proved prior tooperation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the
effect of pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed
plans to maintain surrounding hydrology and respective monitoring to demonstrate compliance.
11) Does this facility already have a valid Mining Permit from the Division of Land Resources (DLR)?
❑ No (If not, please indicate the status of the Mining Permit application:
.kI Yes
If yes, please provide the Mining Permit number and include a copy with your application: 4 ` — 6)
Note: DWQ cannot issue a COC for the NCGO20000 General Permit until a Mining Permit is issued or
renewed by the Division of Land Resources (DLR).
Page 3 of 7
S W U-217-012108
Last revised 1/21/08

soy
NCG020000 N.O.I.
12) Will this mining operation precede development activities at this site?
XNo
❑ Yes
13) Does this facility have any other NPDES permits?
)( No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
14) Does this facility have any Non -Discharge permits (ex: recycle permits)?
>(No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
15) Does this facility employ any best management practices for stormwater control?
❑ No
X' Yes
If yes, please briefly describe: , if '
16) Does this facility have a Stormwater Pollution Prevention Plan?
No
❑ Yes
If yes, when was it implemented?
17) Will vehicle maintenance activities occur at this facility?
V No ❑ Yes
Wastewater Treatment Facilities:
18) Will mine dewatering discharges occur? (ATC/ATO required for clay pits or dewatering with them. treatment)
❑ No 'Yes
19) Will discharges of overflows from process wastewater treatment systems occur? (ATC or ATO required,
unless sand/gravel mining or closed -loop recycle system)
b� No ❑ Yes
If yes, answer the following questions on the wastewater treatment system:
a. Please describe the type of process used to treat and/or recycle the process wastewater. Give
design specifics (i.e. design volume, retention time, surface area, etc.). Existing treatment
facilities should be described in detail, and design criteria or operational data should be provided
(including calculations) to ensure that the facility can comply with requirements of the General
Permit. [Use separate sheet(s)]
b. Does this facility employ chemical additives to flocculate suspended solids? ❑ No ❑ Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the
chemical additive
Note: Please see http://h2o.enr.state.nc.us/ws/PAMS list.htm for a list of approved polyacrylamide (PAMS)
products for use in North Carolina.
Page 4 of 7
SWU-217.012108 Last revised 1/21/08

71
NCG020000 N.Q.I.
C. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
20) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
XNo ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
21) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
X No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
XNo ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
Mow many disposal shipments per year:
Name of transport I disposal vendor: _
Vendor address:
22) Certification: North Carolina General Statute 143-215.6 b (1) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management) Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ton thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I agree to abide by the following as a part of coverage under this General Permit:
1. I agree to abide by the approved Mining Permit for this mining activity. (A copy of the valid
mining permit must be attached to this request.
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPDES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate
protection so as to contain all spills on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules
governing solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to
not result in contamination of the surface or ground waters.
Page 5 of 7
SWU-217.012108 Last revised 1/21/08

e� w
NCG020000 N.O.I.
i agree to abide by the provisions as listed above and recognize that the provisions are to be considered as
enforceable requirements of the General Permit.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: /00 !7 61&Z'�Z�t_� „-_. 1Z!t�'�_ �( ,• _
Title:
(S' ature of Applicant)
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
bkf Check for $100 made payable to NCDENR
This completed application and all supporting documents
Copy of the valid approved mining permit (MP) for the facility or indication of MP application status
Copy of a county map or other general location map that shows the mining site and nearest major roads
Copy of USGS topographic map showing the mining site and surrounding areas, or other map that clearly
shows site location in relation to nearby streams, wetlands, and other waters, etc.
�. Copy of mining site plan with all wetlands clearly delineated
❑ If the mine is near wetlands, or may otherwise impact surface water or groundwater, contact the regional
office about an O&M Plan (contact information on the next page). Please refer to this O&M Plan checklist:
✓ Site map with wetlands, ditches, well -placements, borrow areas, overburden storage, stormwater
controls/BMPs, vehicle maintenance areas, settling basins, product process areas, and access roads.
✓ Well information (design, depths, maintenance)
✓ Physical monitoring for the wetlands areas
✓ Settling pond sizing information, if applicable
✓ Level spreader design, if applicable
✓ Details about dewatering method
✓ Description of measures to prevent erosion and flooding
❑ If an ATC. or ATO is required, three (3) sets of plans, specifications, and design calculations, signed,
sealed, and dated by a P.E. ATC and ATO requirements in NCG02000 are summarized in Table 1 on
Page 2 of this NOI (see the permit text for more details). Plans shall show all pertinent design features,
including the location of the outfall(s). If stormwater is flowing off -site, the plan must show that stormwater
will not be mixed with wastewater.
Mail the entire package to:
Stormwater and General Permits Unit
Division of Water.Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
Page 6of7
SWU-217-012108 Last revised V21/08

�oF WaTE9Q Michael F. Easley, Governor
0 G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen li Sullins, Director
Division of Water Quality
August 14, 200$
Mr. Tony Merritt ',I�tta'I �� 1520
Tony Merritt's Gravel Pit
r-r
3200 Damascus Church Road DENffl UJ EIGH
Chapel Hill, NC 27516 - -` -
Subject: General Permit No. NCG020000
COC No. NCG020733
Tony Merritt's Gravel Pit
Orange County
Dear Mr. Merritt:
The Division of Water Quality's Stormwater Permitting Unit received a National Pollutant Discharge
Elimination System (NPDES) permit application for Tony Merritt's Gravel Pit on July 29, 2008. The
application included a copy of an associated application for a mining permit submitted to the Division of
Land Resources (DLR). Please be aware that the issuance of an NPDES permit is contingent upon the
issuance of an associated mining permit from DLR. Our office will process your stormwater permit
application once a DLR mining permit has been issued for your project.
Please note that if your site plan and application to DLR is modified, then you must notify DWQ and
update your stormwater permit application. This permit application must be stamped and signed by a
Professional Engineer.
Please note that because your site discharges to WS-11 waters, a DEH approval is required. Please
clarify the SIC code for your facility; for example SIC code 1442, 1446, and/or 1499.
Please also be aware that if your project is located near wetlands or streams, your NPDES permit
will require dewatering operations without wetland or stream impacts. The specific requirements for
mine dewatering at facilities near wetlands and streams can be found in the text of the general NPDES
mining permit number NCG 020000 available on our website,
http://h2o.enr.state.nc.us/su/Forms_Documents.htm. See Section C, Part 1 of the permit on the page labeled,
"Part III Page 5 of 9". An approved Operation and Monitoring Plan is required for NPDES-permitted mining
facilities. Discharging mine dewatering wastewater without Plan approval will be subject to enforcement
action.
A Plan for your facility must be submitted to the Raleigh Regional Office before issuance of an NPDES
permit. We encourage you to contact Danny Smith at the Raleigh Regional Office at 919-791-4252 or
Autumn Hoban at 919-791-4247 to address any wetland or stream concerns for your facility in order to
ensure a successful NPDES application review. The requested O&M information should be received at this
office prior to Monday, September 15th, 2008, or the application will be returned as incomplete.
Caro ina
Jvaiura�ly
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www,newateEguality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 509% Recycled110% Post Consumer Paper

Mr. Tony Merritt
Tony Merritt's Gravel Pit — NCG020734)
August 14, 2008
If you have any questions concerning the NPDES permit approval process, please contact me at
telephone number [phone].
Sincerely,
Jennifer Jones
Environmental Engineer
cc: Raleigh Regional Office, Danny Smith, Autumn Hoban
Central Files
Stormwater Permitting Unit Files
1," �`nCarolina
Nakra!!ry
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterguality.or Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone] ' 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

FWArF
O�� Rp� - Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
`C Coleen 11. Sullins Director
Division of Water Quality
December 9, 2008
Mr. Tony Merritt it 1 AEG
Tony Merritt's Gravel Pit
3200 Damascus Church Road j Otly
Chapel Hill, NC 27516'
Return of NCG020733
Application Return #1200
Tony Merritt's Gravel Pit
Orange County
Dear Mr. Merritt:
On July 29, 2008 the NC Division of Water Quality's Stormwater Permitting Unit received your
Notice of Intent (NOI) to be covered under North Carolina's General Permit NCG020000. After
review of the submitted material, we are returning your request for an NPDES General Permit as
you have not returned the additional information we have requested. Additionally, we
understand that the ownership and/or lease of your site is contested, and therefore your request
for a DLR permit and your DWQ permit cannot be granted until this issued is resolved.
Please note that we contacted you or your consultant(s) 'on August 13, August 14, November 3,
November 4, November 13, and DecemberA 2008 in order to try to obtain the requested
additional information required to process your request. We had set additional information
receive -by dates as September 15, November 21, November 24, and December 5, 2008 - all of
which you have failed to meet. In our initial contact we stated we would return your application
if not received by September 15, 2008.
As you have egregiously passed the initial •'add information date and failed to meet all
subsequent dates we are returning your application submitted as such.
If you have any questions or coi�ceri Is regarding your application or these forms, please contact .
me at [phone],
Sincerely,
Jennifer Jones
Environmental Engineer
North Carolina Division of Water Quality, Stormwater Permitting Unit
NorthCarolina
�1lrrtrrrrr!!y
Nonh Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterquaiity.ore location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal OpportunitylAffirmative Action Employer — 50% Recycled110% Post Consumer Paper

Mr. Tony Merritt •
Tony Merritt's Gravel Pit %
December 9, 2008
cc: Raleigh Regional Office; Danny Smith, Autumn Hoban
DWQ Central Files
Stormwater Permitting Unit Files
Pat Schillington, Engineering & Environmental Science Company, 3008 Anderson Drive,
Suite 102, Raleigh, NC 27609
Enclosures

0 Ai P'A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Michael F. Easley, Governor
Director and State Geologist William G, Ross Jr., Secretary
July *, 2008
Certified Mail
Return Receipt R_e_guested
7007 6710 0001 5982 6157
Mr. Tony Merritt
Tony Merritt's Gravel Pit
3200 Damascus Church Road
Chapel Hill, North Carolina 27516
RE: Tony Merritt's Gravel Pit
Mining Permit No. 68-04
Orange County
Cape Fear River Basin
Dear Mr. Merritt:
We have reviewed the modification and renewal request your company submitted for
the referenced mine site. However, the following information is needed to continue processing
your application:
1. Your request to add the previously mined and reclaimed area that was
released from the mining permit boundarie's on June 10, 1998 into the
mining permit boundary for the expansion of the beneficial fill area cannot
be approved. The beneficial fill area does not meet the definition of mining
as per GS 74-49. Therefore, in order to expand the fill area, you must
obtain appropriate approvals/permits, including an erosion and
sedimentation control plan.
2. You must modify the existing mining permit to allow beneficial fill to be used as
reclamation material. Include pre -mining, post -mining and final fill cross sections.
In addition. Provide a list of the material you are bringing on to the site.
3. Revise the acreage chart to the currently permitted 27 acres with the 8.0 acres
allowed to be affected. Any affected acreage over the 8 acres permitted to be
affected at this time must be included in the modification request. .
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 � 919-733-45741 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604
An Equal Opportunity %Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Certified Mail
Mr. Merritt
Page Two
4. In addition, it has come to our attention that your reclamation bond
(cashiers check 4438056 issued by Bank of America) on file with this office
is no longer valid. You must immediately replace the $16,100.00 cashiers
check with -a valid instrument.
For your convenience, I have enclosed a bond form, an assignment of a savings
account form and irrevocable standby letter of credit form for your use in securing
the required bond. The name on the security must be the same as the name
appearing.on the application for a mining permit, i.e., Tony Merritt[Tony
Merritt's Gravel Pit. In addition to one of these alternatives, you may, upon
request, substitute a cash deposit.
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed. In addition, please note the Land Quality Section may
request additional information, not included in this letter, as the mining application review
progresses.
In order to complete the processing of your application, please forward two (2) copies of
the requested information to my attention at the following address:
Land Quality Section
Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
As required by 15A NCAC 513.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. If you are
unable to meet this deadline and wish to request additional time, you must submit information,
in writing, to the Director clearly indicating why the deadline can not be met and request that
an extension of time be granted. If an extension of time is not granted, a decision will be made
to grant or deny the mining permit based upon the information currently in the Department's
files at the end of the 180-day period.
. Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as
possible. Your prompt response will help us to complete processing your application sooner.

AJI' A
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Tony Merritt
Tony Merritt's Gravel Pitt
3200 Damascus Church Road
Chapel Hill, NC 27516
Dear Mr. Merritt:
Division of Water Quality
Coleen H. Sullins
Director
June 19, 2009
Subject: General Permit No. NCG020000
`Cony Merritt's Gravel Pitt, NCG 020749
Orange County
Dee Freeman
Secretary
The Division of Water Quality's Stormwater Permitting Unit received a National Pollutant Discharge
Llimmation System (NPD11S) permit application for Tony Merritt's Gravel Pitt on .lone 05, 2009. The
application indicated the mine has a mining permit from the Division of Land Resources (DLR). However,
the mining permit expired on June 10, 2008. Please be aware that the issuance of an NPDES permit is
contingent upon the renewal of an associated mining permit front DLR. Our office will process your
stormwater permit application once a DLR mining permit has been renewed for yonr project.
Please also be aware that if your project is located near wetlands, your NPDES permit will require
dewatering operations without wetland impacts. The specific requirements for mine dewatering at facilities
near wetlands can be found in the text of the general NPDES mining permit number NCG 020000 available
on our website, http://h2o.enr.state.ne.us/SL/I�'orms_Docuriients.litm. See Section C, Part I of -the permit on
the page labeled, "Part IIl Pape 5 of 9". An approved Operation and Monitoring Plan is required for
or
mining facilities. Discharging mine dewatering wastewater without Plan approval will be
subject to enforcement action. A Plan for your facility must be submitted to the Washington Regional Office
within 60 days of your receipt of an NPDES permit. We encourage yolk to contact Autumn Hoban at the
Raleigh Regional Office at [phone] to address any wetland concerns for your facility in order to
ensure a successful NPDES application review.
If you have any'questions concerning the NPDES permit approval process, please contact me at telephone
number [phone].
cc: Raleigh Regional Office, Autumn Floban
Central Files
stormwater-Permilti g Unit`Piles'-t-
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterqualiV.org
An Equal opportunity 1 Atfirmaf ve Acben Employer
Sincerely,
Brian Lowther
Environmental Engineer
One
North Carol.ina
AirtrrwIZ11

Lowther, Brian
From: Romanski, Autumn
Sent: Wednesday, June 09, 2010 1:03 PM
To: Lowther, Brian
Subject: RE: additional information regarding pending stormwater discharge permit #NCG020749
Brian,
I think RRO SWP will be inspecting them regularly, and the SPPP should be adequate (based on
the results of our site inspection and sampling event). 0 & M could be required later (next
permit cycle) if we find issues in the future.
Fecal is the only issue that appears to be intermittently causing citizen concern for this WS
IT, but the dewatering is not the source of the fecal.
Hope this helps,
Autumn
-----Original Message -----
From: Lowther, Brian
Sent: Monday, June 07, 2010 4:47 PM
To: Romanski, Autumn
Subject: RE: additional information regarding pending stormwater discharge permit #NCG020749
Ok, Ken and I discussed this some more and think submitting an 0&M plan might not be helpful
since we only do them for wetlands. Ken was thinking we could get them to submit their SPPP
instead in our to deal with DEH concerns. What do you think?
Brian
-----Original Message -----
From: Lowther, Brian
Sent: Monday, June 07, 2010 4:40 PM
To: Romanski, Autumn
Subject: RE: additional information regarding pending stormwater discharge permit #NCG020749
Hey Autumn,
When I was going to issue this permit Ken pointed out that DEH (they were asked be it is an
WS-II) concurs with our issuance of the permit but say an 0&M plan is needed. I was going to
add this to the cover letter. We usually give the permittee 60 days to get approval from the
regional office but that is when they are by wetlands. Should I tell them they need your
approval of their O&M before they can dewater or just tell them to develop and 0&M plan?
Brian
-----Original Message -----
From: Romanski, Autumn
Sent: Tuesday, May 25, 2010 10:15 AM
To: Lowther, Brian
Subject: RE: additional information regarding pending stormwater discharge permit #NCG020749
Brian,
1

cm
(g�C=EEIGD
www.encolabs.com
SAMPLE DETECTION SUMMARY
pnalyte Results Flag MDL PQL Units Method Notes
p.e.n.d.e.d..o.li.d.s....-----*........*................ ------------------- ....................
''
Total Sus S�b 0 1.0 ngI L sm i�4bb
h7i M MWAA,`R-P'-rT� AN=
Analyte Results Flag MDL PQL Units Method Notes
Oil g,Grease (HEA) .................................. ''5.86 ................. 3.06 --- ---- ibb .......... mg/L ---------- EPA,16CA .............
Total Suspended Solids 110 1.0 1'0 mg/L SM25QD
Analyte Results Flag MDL PQL Units Method Notes
.......................... . L .... 49 ................... I " .0 ........... 1'.0 ..... .... M/'L' ..... SM,2,540D . . ............
Total Suspended Solids
Page 3 of 12

The lab results are in from merritt mine inspection. Based on the inspection and lab results
RRO concurs with the issuance of the NCG02 permit.
I have written the details of the inspection/sampling event in Bims. Please review and let
me know if you have edits/comments.
Let me know if you need anything further.
Thanks,
Autumn
-----Original Message -----
From: Lowther, Brian
Sent: Monday, May 17, 2010 4:36 PM
To: Romanski, Autumn
Subject: RE: additional information regarding pending stormwater discharge permit #NCG020749
Hey Autumn,
I am not sure if we are going to wait for their DLR permit to be renewed. I think they have
until July to get their bond in and that is what they are waiting on. I think we can issue
the permit if we want to. Do you have any concerns about issuing it before the DLR permit is
renewed? or do you think it would be better to get them under permit?
For your other facility, are they allowed to do that in their mining permit? Judy made it
sound like unless they were permitted they were not allowed to receive dump to fill the
mining area.
Brian
-----Original message -----
From: Romanski, Autumn
Sent: Monday, May 17, 2010 3:33 PM
To: Lowther, Brian
Subject: RE: additional information regarding pending stormwater discharge permit #NCG020749
Yes, I am still waiting on the lab results and will forward a staff report as soon as I can
incorporate the sampling information. Are we going ahead with a SW permit renewal or are we
waiting on John Holley to confirm they have met DLR requirements? Just curious
I have another facility that does this same thing with regards to receiving dump (cement,
tree stumps) to fill mining area, and they also have not needed a permit- I think it is less
than 2 acres, but Merritt may be less than 2 acres as well if that is the cutoff before
needing a permit.
Autumn
-----Original Message -----
From: Lowther, Brian
Sent: Monday, May 17, 2010 1:24 PM
To: Romanski,.Autumn
Subject: RE: additional information regarding pending stormwater discharge permit #NCG020749
Hey Autumn,
2

www.encolabs.com
ANALYTICAL RESULTS
`r-
Description: P-2 Lab Sample ID: C911296-01 Received: 09/23/09 16:15 .
Matrix: Surface Water Sampled: 09/23/09 19:40 Work Order: C911296
project: CC Mangum Sampled By: TI Murray
Classical Chemistry parameters
.......................................................................... ........................................ ... ..........
^ DVCO Cary certified analyte INC 591)
Analrrte lCAS NumbCA Results fbiq Units PF MU MU Bitch Method Analyzed AY Notes
Total Suspended Solids [ECL-8169] ^ 40 mg/L 1 1.0 1.0 9128006 SM 2WD 09/28/09 10:92 FLT
Page 4 of 12
1

I wanted to follow up with you on this site.
comments on whether or not I should issue the
Z can't remember how long you said that takes.
I think I still need you to give me your
permit. Are you still waiting on the samples?
The main reason for the email was to let you know I followed up with DLR on this permit. I
talked with Judy Wehner. Bradley asked me to call her about the dumping the site has. She
said that it was an issue and that they would need a waste management permit if the dumping
area was over 2 acres. She also said the site could reclaim the areas as they were doing but
it currently is not covered in their DLR permit so they shouldn't be doing it. I think she
said it was going to be addressed in the renewal. Apparently, the engineer and permittee
have not been very cooperative with DLR. DLR's renewal permit will be issued once the
permittee pays the bond. The bond went up by a large amount for this renewal. I am not sure
how this all effects our permit but wanted to pass the information on before I forgot.
Brian
-----Original Message -----
From: Lowther, Brian
Sent: Friday, April 23, 2010 10:32 AM
To: Romanski, Autumn
Subject: RE: additional information regarding pending stormwater discharge permit #NCG020749
Autumn,
After talking with Bradley the other day about another mine I found out we can issue our
permit even if their mining permit is expired. They are still covered under their mining
permit even if it expired like our permits. You had suggested we do a site visit to document
the conditions on site before we issue the permit. I think we should go ahead and do this
when you have time. Just let me know when you would like to do the site visit. My schedule
is pretty open.
Brian
-----Original Message -----
Prom: Romanski, Autumn
Sent: Tuesday, February 02, 2010 12:19 PM
To: Lowther, Brian
Subject: RE: additional information regarding pending stormwater discharge permit #NCG020749
Brian,
There is a lot of feuding going on between neighbors here and the pics are of the sediment
ponds on site, none of which have overflowed at anytime I have investigated the site. I
walked the stream where they would overflow- and the rock dams that are in place seem to do a
great job of filtering the water and there is no sign of sediment loss to the creek. I have
photos and sample results from 2008.
This is a site I would recommend we visit together before a permit is issued and again take
photos/samples and document what is actually there now.
Neighbors likely not going to venture on this property with pack of dogs and the owners
keeping people out. You have to walk the site with the owner to understand what is actually
there.
Since 2008, when a brother turned over the property to another brother the permit could not
transfer, so new mining and new sw permit were needed. They have since applied and have been
working with DLQ. There is not much we can do - other than wait on DLQ permit and continue
3

Description: P-2
Matrix: Surface Water
project: CC Mangum
Lab Sample ID: C911296-01
Sampled. 09/23/09 14:40
Sampled By: 37 Murray
www.encolabs.com
Received: 09J23109 16:15
Work Order. C911296
Classical Chemistry Parameters
...-- ......... ._...__.
CO ..- -
^ - ENlaeksonville cerbfficd analyze [NC 442J
Analyte KAS Numberl Results EIg VDIU QF KIDL I+LRL 1ptrh lwetfrod Analyzed @y Note:
Oil & Grease (HEM) [C-00071 ^ 3.00 u mgli- 1 3.00 5.00 9127001 EPA 1664 09/29109 17:12 MJP
f
This report relates only to the sample as received by the laboratory, and may only be reproduced in tup.
Page 5of12

to monitor. Suggest we venture out to the site when you are ready to move forward with the
SW permit and document the actual conditions prior to the issuance. They do receive material
in to fill the old mine area -again that is handled by DLQ.
Hope this helps.
Autumn
-----Original Message -----
From: Lowther, Brian
Sent: Tuesday, February 02, 2010 12:02 PM
To: Romanski, Autumn
Subject: FW: additional information regarding pending stormwater discharge permit #NCG020749
Autumn,
I got another email from a homeowner near Tony Merritt's Gravel Pit. He referenced a
discussion online about the site. The discussion has pictures from Bing.com that look to
show sediment coming from the mine. The discussion also references a lot of stuff that
wouldn't affect our permit. Just wanted to pass on the information. I -also got the report
you forwarded me. It shows that the mine is not a source of fecal or sediment. I was still
a little concerned though when I read the conclusions and there were two exceptions for TSS
and Turbidity. Makes me concerned that there might really be more than two. What do you
think?
Brian
-----Original Message -----
From: Steve Jackson [mailto:[e-mail]]
Sent: Tuesday, February 02, 2010 11:14 AM
To: Lowther, Brian
Subject: additional information regarding pending stormwater discharge permit #NCG020749
Brian
There is some recent internet discussion regarding the permit #NCG020749.
This discussion includes web links to pictures of wastewater discharge, provided by a former
candidate for the Chapel Hill Town Council, and a comment from a person who sits on the OWASA
water utility board.
The discharge pictures do not fully disclose the scope and intensity of the worst -case
situations, but even so, they are revealing (and perhaps shocking).
The discussion and links to pictures are available at:
http://chapelhillwatch.wordpress.com/2010/02/01/doing-favors/#comments
Clearly, this remains a contentious local issue and one your department is likely quite
interested in monitoring.
regards
Steve Jackson
4

� �Go
www.enoolabs.com
Description: P-3 Lab Sample ID: C911296-02 Received: 09/23/09 16:15
Matrix: Surface Water Sampled: 09/23/09 14:55 Work Order: C911296
project: CC Mangum Sampled By: n Murray
Classical Chemistry Parameters
.......................... ............. ......................... .................. ...-----.......
^ ENCO Cary cerfrhed analyte INC 591)
AnaWte rCAS Numberl Results f IDS Units P± MDL MRL Batch Method Analyzed RY Notes
Total Suspended Solids [ECL-01691 ^ 110 M91L 1 1.0 1.0 912B006 SM 2540D 09/26/09 10A2 FLT
Page 6 of 12

T
Lowther, Brian wrote:
> Steve,
> Thanks for the information. Our regional office staff has been to the site and found
similar conditions. This site seems to have some issues we will have to work through.
> If you check back with me I can keep you updated on the status of the permit.
> Brian
>
> -----Original Message -----
> From: Steve Jackson [mailto:[e-mail]]
> Sent: Monday, December 07, 2009 1:54 PM
> To: Lowther, Brian
> Subject: Re: regarding pending stormwater discharge permit #NCG02O749 (Tony Merritt)
> Brian
> Thanks for the rapid follow-up.
> Indeed there are numerous issues with this particular facility that, in
> my lay opinion, should be considered in the process of renewing the
> mining permit #68-04 and any additional operating approvals under NCG020749.
> stormwater at this facility is collected and pumped into the nearby
> public water reservoir (University Lake) as well as an adjacent,
> unpermitted storage pond.
> According to this commercial website advertisement
> http://www.le-inc.us/documents/7510_merritts_gravel.pdf
> the facility is operated partly as a landfill for construction waste.
> Leachate from this uninspected landfill, coupled with 4+ decades of
> lubricant/hydraulic fluid spills from on -site mechanical maintenance, is
> included in the untreated wastewater discharge.
> Also on the property is an uninspected, unapproved residential septic
> system.
> I appreciate the opportunity to appraise your office of this and
> possibly additional information.
> regards
> Steve Jackson
> Lowther, Brian wrote:
>>Mr. Jackson,
5

�Go
www.encolabs.com
Description: P-3 - Lab Sample ID: C911296-02 - - - -- Received: 09/23/09 16:15 --
Matrix: Surface Water Sampled: 09/23/09 14:55 Work Order: C911296
Project: CC Mangum Sampled By: TI Murray
Classical Chemistry Parameters
........................................................................................... .....
^ - EIVCOladwnvrde certified analyte [NC 442]
Analyte ICAS Number? Results flim t)aits PE MU MRl Ratch Metter AnaWed 12 Notes
Oil G Grease (HEM) [C-00071 ^ 5.86 mg/L 1 3.00 5.00 9177001 EPA 1664 09/29/09 12:12 WF
This rewn relates Only t0 the sarrpie as received by"laboratory, and tray Only be reproduced in Nk
Page 7 of 12
r

The current status for NCG020749 is that we are waiting for their Mining Permit to be
renewed before we can issue our permit. We have the application and have been working on it
but we are waiting for the DLR permit to be renewed before we finish our review.
>>Do you have any concerns or information about the mine that would be helpful in the permit
process?
>>Thanks,
>>Brian
>>-----Original Message -----
>>From: Steve Jackson [mailto:[e-mail]]
>>Sent: Sunday, December 06, 2009 10:39 PM
>>To: Lowther, Brian
>>Subject: regarding pending stormwater discharge permit #NCG020749 (Tony Merritt)
>>Dear Mr Lowther:
>>I am the representative of the homeowner's association for the
>>subdivision directly adjacent to the mine in question.
»
>>I would like to know the current status of this stormwater discharge
>>permit application. This information will be shared with the other
>>property owners.
>>An e-mail response is fine, or, if you have questions I can be reached
>>during business hours at 740-2345.
>>Thank you.
>>Steve Jackson
>>Antler Point Homeowner's Ass'n.
>>Chapel Hill
6

www.enoDiabs.com
Description: PA Lab Sample ID: C911296-03 Received: 09/23/09 16:15
Matrix: Surface Water Sampled: 09/23/09 15:15 Work order: C911296
project: CC Mangum Sampled By: n Murray
Classical Chemistry Parameters
. .......... ........ ......- . ....... . ........ .
^ - CNCO Cary Certified anaW (NC 5911
Analvte MAS Numberl RMI Flag Units PFF MDL RRL Aatch M91h2d Analyzed Ay Notes
Total Suspended Solids [ECL-01691 ^ 49 mg/L 1 1.0 1.0 9128006 SM 2540D 09/28/09 10:42 FLT
Page 8 of 12

YV1
Permit: NCG020749 Effective
SOC: Effective
County: Orange
Region: Raleigh
Contact Person: Tony Merritt
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Compliance Inspection Report
Expiration: Owner: Tony Merritt
Expiration: Facility: Tony Merritt's Gravel Pit
3200 Damascus Church Rd
Title:
i
Inspection Date: 04/27/2010 Entry Time: 10:30 AM
Primary Inspector: Autumn H Romanski
Secondary Inspector(s):
Chapel Hill NC 27516
Phone: [phone]
Certification:
Exit Time: 01:30 PM
Phone:
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Mining Activities Stormwater Discharge COC
Facility Status: ❑ Compliant rl Not Compliant
Question Areas:
® Other
(See attachment summary)
Page: 1

Cllenl:ARM Environmental Services, Inc. Laboratory 10: KJ13064-002
Descriplion:Outfall-002 Matrix: Aqueous
Date Sampled:1011212009 1325
Date Received'.1011312009
Run 1 Acceptance
Surrogate CI % Recovery Limits
1,2-Dichloroethane-d4 96 52-138
Bromofluorobenzene 92 70-147
Toluene-d8 97 75-125
Semlivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625 625 1 10121/20091600 GLR 10114I20092i50 19616
CAS
Analytical
Parameter
Number
Method
Result Q
PQL
Units Run
Acenaphthene
83-32-9
625
NO
5.1
ug1L 1
Acenaphthylene
208-96-8
625
ND
5.1
uglL i
Anthracene
120.12-7
625
ND
5-1
uglL 1
Benzidine
92-87-5
625
PIC)
26
uglL 1
Benzo(a)anthracene
56-55-3
625
ND
5.1
uglL
Benzo(a)pyrene
50-32-8
625
1D
5.1
uglL 1
Benzo(b)fluoranth ene
205-99-2
625
ND
5.1
uglL 1
Benzo(g,h,i)perylene
191-24-2
625
ND
5.1
ugll- i
Benzo(k)fluoranihene
207-08-9
625
ND
5 i
uglL 1
4-13romophenyl phenyl ether
t0i-55-3
625
ND
5.1
ug1L 1
Butyl benzyl phthalale
85-68.7
625
ND
10
uglL 1
4-Chloro-3-methyl phenol
59.50-7
625
NO
5.1
uglL i
bls(2-CNoroethoxy)rnethane
1 i i-91-1
625
ND
5.1
ug1L 1
bis(2-Chloraethyl)ether
111-44-4
625
ND
5.1
uglL 1
bis(2-Chloroisopropyl)ether
108-60-1
625
NO
5.1
uglL 1
2-Chloronaphihalene
91-58-7
625
ND
5.1
ug1L 1
2-Chforophencl
95-57-8
625
ND
5.1
uglL 1
4-Chlorophenyl phenyl ether
7005-72-3
625
NO
5.1
uglL i
Chrysene
218-01-9
625
ND
5.1
uglL 1
Di-n-butyl phthalate
84-74-2
625
ND
5A
uglL 1
Di-n-octylphthalate
117-84-0
525
NO
5,1
ug1L 1
Dibenzo(a,h)anthracenu
53-70.3
625
ND
5,1
uglL 1
1,2-Dichlorobenzene
95-50.1
625
ND
5. i
uo1L 1
"-.3-Dichlcrobenzene
5'"-i-73-1
325
`ID
5.'
c;L
1,4-Dichlorobenzene
106-46-7
625
NO
5.1
ugr'L i
3,3'-Dichloro zldine
91-94-1
625
`JD
25
uglL
2,4-Dichlorophencl
1?0-83-2
625
ND
5 '
lrIL
Dlethylphthalate
84.66-2
625
%ID
5.'
;.g,L 1
Dimethyl phthalale
1 31-11.3
525
IN
5 1
uc11L 1
2,4-Dimethylphenol
105-67-9
625
ND
5 1
uglL i
4,6-Din lro-2-methyl phenol
534-52.1
625
ND
266
uglL 1
2,4-Dinitrophenol
51-28-5
625
NO
25
ug1L 1
2,4-Dinitrotoluene
121-14-2
625
ND
10
uglL 1
2,6-Dinitrotoluene
506-20.2
625
ND
10
ugli- 1
POL = PraclicaI quanlitalion limn B = Delecled in Ilse method blank E = OuanhlaLon of compound a,ceL'ded me calibration range
ND =Prot netecled at or above the PCL J = ESldnated result c POL and a INDL P = The RPD between rvo GC columns ecceeas 40
Whwe applicable, all soil sample analysis are reo0ded on a dryweigh: basis unless Ragged with a 'W" N = Recovery is out at cnw_na H = Out of hotping time
Shealy Environmental Services, Inc. Page: 10 of 12
106 Vanlage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.Shealylab.com LevO I Report v2 1

Permit: NCG020749 Owner - Facility: Tony Merritt
BriaM�' ARC d y tnoRoma� � } fY Fh a e W�u �df� sampling event for the pufQ9 g&,gLp9jj( t gtine
s ectian SUrn
9's e' mines sang and gravel for use in construction foundations and the site accepts beneficial fill (tree stumps and
cement) that is used to fill in the old mining pit. The site has a DLR sediment and erosion control permit that is currently
being renewed. A NPDES NCG02 Stormwater permit was previously issued to Silly Merritt for this site, but the current
applicant is Tony Merritt. The site contains dewatering/stormwater basin #1 by the active sand/gravel mine pit, a
stormwater pond #2 located on east side of property by UT to Price Creek below the old pit (that has been filled). There
was a third stormwater pond (depicted as possible future 1.95 acre lake) located along the north side of the old pit that
was sampled, but it was unclear if that was part of future expansion or if that was part of the footprint for which the
stormwater mining application was being made.
Observations of the basins revealed the following:
One rock dam located upstream from the #2 stormwater pond is failing and moving towards the UT to Price Creek. It was
recommended that the rock dam be repaired as soon as possible to prevent gravel/fill foss to the stream. No fill was
observed in the stream the day of the inspection.
Some erosion of the stream bank (UT to Price Creek) near the #2 stormwater pond was observed (this area appeared to
be a scour area along the bank of the stream where flow is undercutting a tree in the bank and the tree is unstable. This
area of the stream is buffered by large trees, in general. It is recommended that the #2 stormwater pond overflow (rock
dam) be maintained and flow be controlled as much as possible (by the stormwater design requirements) to minimize any
effects additional stormflow could produce, and to minimize the risk of gravel/sediment loss to the creek at this location.
The #2 stormwater pond was not discharging the day of the inspection and no fill was in the stream. The UT to Price
Creek sample results taken in the creek at the #2 Stormwater Discharge outlet did not show exceedances of water
quality standards (except Iron was 1,600.ug/L, and Iron was significantly lower at the other sample locations), the water
was clear and free of solids, the day of the inspection.
The #1 stormwater basin was also sampled with no results exceeding water quality standards. Mine dewatering is
conducted here and the flow goes through a rock dam, approx. 300 + foot tree buffer, and appears to sheet flow before
reaching the UT to Price Creek. Again, we recommend maintenance of the rock dam as needed and controlled flow
releases per stormwater basin design requirements. Also, a pump was observed for dewatering at this location.
Preventative measures should be taken on -site to ensure that oil and hydraulic fluids are not spilled during pumping
operations.
The stormwater pond observed that was depicted on map as (future 1.95 acre lake) was sampled and observations noted
as follows: No results exceeded water quality standards. The pond sits in the valley below the old pit filled with beneficial
fill and and it was unclear where it would discharge when full, but the valley does hold stormwater here and the area is
likely groundwater fed as well. It was unclear as to whether this would become a lake in.the future.
Upon leaving the site, we observed a cement pad with water hose and water access. It was unclear what this pad is used
for, but it appeared to be used for family cars, possibly washing or maintenance, but did not appear to be used for
commercial equipment. It is recommended that clarification be made with regards to vehicle and maintenance activities
that occur on -site and compliance with permit requirements with this regards to the NCG02 will be expected in any future
compliance inspections.
P.E. Patrick Shillington, engineer for the site owner met us on site to answer questions
The site owners Attorney's Office contacted us by phone during the inspection to request the reason why we were
inspecting the site and sampling. We communicated that the owner allowed us on -site to do an inspection and sample as
part of the stormwater permit application and review process.
`Based on the findings the day of the inspection, and previous site visits by the RRO, RRO has no objections to the
issuance of the NCG020749 stormwater permit.
Page: 2

Client:ARM Environmental Services, Inc. Laboratory 0: KJ13064-002
Description:Outfall-002 Matrix: Aqueous
Date 5ampled:10/12/2009 1325
Date Received: 1011312009
Semivola_tile Organic Compounds by Gl
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625 625 1 10/2112009 1 Goo GLR 10/1412009 2150 19616
CAS Analytical
Parameter
Number Method
Result Q
PQL
Units
Run
_
1,2-Dlphenylhydrazine(as azobenzene)
i 103-33-3 625
ND a
5.1
ug1L
1
bis(2-Ethylhexyl)phthalate
117-81-7 625
ND
5.1
ug/L
i
Fluoranthene
206-44-0 625
ND
5.1
uglL
1
Fluorene
86-73-7 625
ND
5.1
uglL
i
Hexachlorobenzene
118-74-1 625
ND
5.1
uglL
1
Hexachlorobutadiene
87-68-3 625
ND
5.1
ug1L
1
Hexachlorecyclopenladiene
77-47-4 625
NO
26
uglL
1
Hexachloroethane
67-72-1 625
ND
51
ucglL
1
Indeno(1,2,3-c,d)pyrene
193-39-5 625
ND
5,1
uglL
i
Iscphorone .
78-59-1 625
1
'5.1
UgIL
1
N-Nitrosodi-n-propyiamine
621-64-7 625
ND
5.1
uglL
1
N-Nitrosodimethylamine
62-75-9 625
ND
5, i
uglL
1
N-Nitrosodipherrylamine (Diphenylamine)
86-30-6 625
ND
5.1
uglL
i
Naphthalene
91-20-3 625
ND
5.1
uglL
1
Nitrobenzene
98-95-3 625
ND
5.1
uglL
1
2-Nitrophenol
88-75-5 625
ND
10
UgIL
1
4-Nitrophenol
100-02-7 625
ND
26
uglL
Penlachlorephenol
87-86-5 625
ND
26
ug1L
1
Phenanthrene
85-01-8 625
ND
5.1
uglL
1
Phenol
108-95-2 625
ND
5.1
uglL
1
Pyrene
129-00-0 625
ND
5,1
uglL
1
1,2,4-Trichlorebenzene
120-82-1 625
ND
5.1
uglL
1
2,4,6-Trichlorophenol
88-06-2 625
ND
5.1
ug/L
1
Run 1 Acceptance
Surrogate
Q
% Recovery Limits
2,4,6-Tribromophenol
114 41-144
2-Fluorobiphenyl
77 37-129
2-Fiuorophenol
62 24-127
Nitrobenzene-d5
63 38-127
PhenOl-d5
72 28-128
Tcra'r,enyl-d t -
95 i 0-148
Organochlorine
Pesticides
and PCBs
Run Prep h1s,thod Analytical
rnntl,od
Dilution Analysis Data Artalyst
Prep Date:
B.ltch
1 608
608
1 10/26/2009 1715 Asa
10/14/2009 2200
19613
2 608
608
1 10/2112009 0345 NCKI
101 i 412009 2200
10613
GAS Analytical
Parameter
Number Method
Result Q
PQL
Units
Run
Aldrin
309-00-2 608
ND
0,025
ug1L
1
PQL = Pracliml quanlilalipn limit B = Deiecfed in the rnelhod blank E = Ouantilation of compound e,cedded Ira Calibration range
NO = Not delecleu at o: above the POL J - Eslimared result c POL and > vDL P - The RPD bemue n tvn GC columns e.c0eeds 4
'.'JhOre applicable. all soil sam
ple analysis are re Ported on a dry weight basis unless Ragged wrlh _
a W" N = Recovery is oul of cnleria H = Oul of holuing rime
Shealy Envircri Services, Inc_ Page: 11 of 12
106 Vantage Paint Drive West Columbia, SC 29172 (803) 7 91-9 700 Fax [phone] wtvw_shealylab.cem Level t Report v2.1

Permit: NCG020749
Inspection Date: 04/27/2010
Other
Comment: See summary
Owner -Facility: Tony Merritt
Inspection Type: Compliance Evaluation
Reason for Visit: Routlne
Yes Kin NA NF
Page: 3

Client:ARM Environmental Services, Inc. Laboratory ID: KJ13064-002
Description: Outfall-002 Matrix: Aqueous
Date Sampled:i011212009 1325
Date Received:10/13/2009
Or anochlorine Pesticides and PCBs
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 608 608 1 10126/2009 1715 ASB 10114/2009 2200 19613
2 608 608 1 10/21/2009 0345 NCM 10/14/2009 2200 19613
GAS
Analytical
Parameter
Number
Method
Result 0
PQL
Units
Run
alpha-BHC
319.84-6
608
NO
0.025
ug1L
1
bata-BHC
319-85-7
608
ND
0.025
ug1L
1
deita-BHC
319-86-8
608
ND
0.025
ug1L
1
gamma-BHC (Lindane)
58-89.9
608
ND
0.025
uglL
1
Chlordane
57-74-9
608
ND
0,25
uglL
1
4,4'-DDD
72.54-8
608
ND
0.025
uglL
1
4,4'-DOE
72.55-9
608
ND
0.025
ugll-
1
4,4'-DDT
50-29-3
60B
ND
0.025
ug1L
1
Dieldrin
60.57-1
608
ND
0,025
uglL
i
Endosulfan 1
959-98-8
608
ND
0,025
uglL
I
Endosulfan 1i
33213.65-9
608
NO
0.025
ug/L
1
Endosulfan sulfate
1031.07-8
608
NO
0.025
ugll-
1
Endrin
72-20-8
608
NO
0,025
ug1L
t
Endrin aldehyde
7421-93-4
608
ND
0.025
uglL
i
Heptachlor
76-44-8
608
ND
0.025
ug1L
I
Heplachlor epoxide
1024-57-3
608
1,11)
0.025
ug1L
1
Toxaphene
8001-35-2
608
NO
0.25
ug1L
t
Aroclor 1016
12674-1 1 -2
508
ND
0.25
uglL
2
Aroclor 1221
11104-28-2
608
ND
0.25
ug1L
2
Aroclor 1232
11141-16-5
608
NO
0.25
uglL
2
Aroclor 1242
53469-21-9
608
NO
0.25
uglL
2
Aroclor 1248
12572-29-6
608
ND
0.25
uglL
2
Aroclor 1254
11097-60-1
608
ND
0.25
ug1L
2
Aroclor 1260
1 1095-82-5
(308
ND
0.25
uglL
2
Surrogate
Decachlorobiphenyl
Telrachloro-m-xylene
Run 1
Acceptance
Q % Recovery
Limits
81
58-122
96
49-124
Run 2 Acceptance
Q % Recovery Lirr14s
73 58-122
98 49-124
ICP-MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 200.2 200.8 1 10117/200900,13 KJC 10/1612009 1,100 i9735
CAS Analytical
Parameter Number Method Result Q PQL Units Run
Lead _ T 7439-92-1 200.8 2.1 1.0 ug1L 1
POL = Practical quanlitalion limd 6 = Detected in the ❑lelhod hlank E = Qwntitaiion of Compound exceeded the calitimlion range
ND = Not detected at or above the PQL J = Estimated result a PQL and > MDL P = The RPD bel'n'een Iwo GC columns exceeds 40%
Where applicable, all soil sample analysis are reported on a dry weight basis unless nagged with a "W" N = Recovery is out of CnIena H = Out 01 holding lime
Shealy Environmental Services, Inc. Page: 12 of 12
106 Vantage point Drive West Columbia. SC 29172 [phone] Fax [phone] www,sheaJylab.com Level 1 Report v2.1

bethany georgoulias(ia)ncdenr.gov
1612 Mad Service Center, Ralcigli, NC 27699-1612 (mailing)
512 N. Salisbury Street, Raleigh, NC 27604 (location)
Website: http://portal.nedenr.or�;Iweb/Ir/stonnwater
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Robin Maycock[mailto:[e-mail]]
Sent: Tuesday, March 08, 2016 7:36 AM
To: Pickle, Ken <[e-mail]>
Cc: Georgoulias, Bethany<[e-mail]>
Subject: Merritt Gravel Pit NCG 020749
Ken/Bethany. I am emailing you as Tony Merritt's consultant. I work full time for NCDOT, and we have
spoken before. I work as a consultant part-time and am responsible for the storm water permit for Merritt's
Gravel Pit. 1,,idceritly 94bmitfed the anrival'sumiiiary. DMRs f6r' 20D'; 201.4 and, 2015..As thereswere no
d sch� ar dLirtng that period; *l was 7not aware that the DMRs_ were required. I alsosigned -fof Mr; =Merritt, b t
now'_have;them signed by '-ffi and;can,send -CO s to your Shall I scan and email or mail them to you? If
you have any concerns or questions, please email me at this address or call me at 919 41 S-
7645. Thanks! Robin

Georgoulias, Bethany
From: Robin Maycock <[e-mail]>
Sent: Tuesday, March 08, 2016 6:33 PM
To: Georgoulias, Bethany
Cc: Pickle, Ken; Alexander, Laura
Subject: Re: Merritt Gravel Pit NCG 020749
Bethany:
Thank you - I have scanned and emailed the signed forms to Laura and will mail two copies to DWQ Central
Files with an explanatory cover letter tomorrow. Now that I have the Merritt's all caught up, I would like to
explain. The Merritt's are literally a small "Mom and Pop" quarry and they hired me to handle their stormwater
monitoring and reporting. 1 did not realize that reporting was required if there were no discharges, so the
mistake was entirely my fault. The cost of renting a pump and pumping from the mining area to the outfall is
very expensive, so they decided to move the mining operation up the slope in order to not have to
discharge. They are also using the water for dust control on their access road, which also saves them money. I
hope that if you have any questions you will contact me. Thanks again. Robin Maycock
On Tue, Mar 8, 2016 at 12:32 PM, Georgoulias, Bethany <bethany. ,eorgoulias a ncdenr. ,ov> wrote:
Robin,
Those copies signed by Mr. Merritt do need to be submitted to the address for Central Files, DWR (even though we are
in DEMLR). It would be helpful to include a letter explaining they are a resubmittal with correct signature. You are
welcome to send Laura Alexander (copied) a scanned copy via email, but the permit requires a signed papercopy be
submitted to fulfill reporting requirements. The scanned copy will assist us in updating our electronic repository that
will be accessible by Regional Staff, so it would be great if you could send us those, too.
Thanks,
Bethany
Bethany Georgoulias
Environmental Engineer
Stormwater Permitting Program, Division of Energy, Mineral, and Land Resources
N.C. Department of Environmental Quality
919 807 6372 office

&kTj;1WV
NC®ENR
V�T�� Gwoi.nu DcwmMe�n or
F,Y A04MFYT iyin N.VW{4. c7yo"neF�
NOTICE OF INTENT
Division of Water Quality 1 Surface Water Protection
National Pollutant Discharge Elimination System
NCG020000
FOR AGENCY USF.ONLY
Date Received
Year I Munch
Day
O 9 1 b fo
o5
Ccni6calc of Co VeIage
NICIGIO121192 -7'h 9;
Check rt I Amount I
Ycnnic Assigned to
�r
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified below)
The following activities are also included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
• Stormwater from vehicle maintenance activities at mining operations;
• Overflow from facilities that recycle process wastewater; and/or
• Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater from asphalt
operations and/or concrete operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered under NCS000150
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
• Point source discharges of stormwater and wastewater from in -stream sand mining operations (i.e., sand
dredging or dipping operations)
For new mining sites that require an authorization to construct (ATC) wastewater treatment facilities: This
NOI is also an APPLICATION FOR an ATC for new wastewater treatment facilities. ATC requests must be
submitted at least 90 days prior to construction'.
For exist in mining sites that require an Authorization to Operate (A TO) wastewater treatment facilities:
This N01 is also an APPLICATION FOR an ATO for wastewater treatment facilities in place.
Construction modification or installation of any new treatment components at an existing site requires
an ATC. (If the site is already covered by NCG020000, the ATC request may be submitted without an N01).
Some wastewater treatment facilities used to treat or recycle process wastewater (even if commingled
with stormwater) at training sites will require an ATC prior to construction per 15A NCAC 2H .0138.
Please see the NCG020000 General Permit for details about which treatment facilities require an
ATC (summarized in `fable 1 at the end of this form). For example, an ATC is required for treatment
of mine dewatering discharge from claY pits and !loft-close&loop wastewater recycle systems. The
authorization to construct or continue to operate will be issued at the same time as the Certificate of
Coverage (COC) for the NCG02 permit. Design of treatment facilities must comply with requirements
of 15A NCAC 2H .0138 & .0139.
Page 1 of 7
'As per 15A NCAC 2H .0106
2Unless treatment facilities are designed, constructed, and put into operation by employees internat to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), {Mans and specifications must be signed
and sealed by a P.E.
SW U-217-071408 Last revised 7/14108

&LI? � ilili; WIF
• Division of Water Quality / Surface Water Protection
NC®ENR National Pollutant Discharge Elimination System
�c..r., C.w _ C�­­
FHvnoNrF.•�T wn Nayr . Rri,?,in�.rs
NCG020000
NOTICE OF INTENT
FOR AGE`CY USEONLY
Dam Rccui%cd I
Ycor Month
Day
CC rfifiCaLC or Covcragc
V
Chcck d 1 Amount
Pcnnit Assigned to
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified below)
The following activities are also included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw materia€, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
• Stormwater from vehicle maintenance activities at mining operations;
• Overflow from facilities that recycle process wastewater; and/or
• Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater from asphalt
operations and/or concrete operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered under NCS000150
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
• Point source discharges of stormwater and wastewater from in -stream sand mining operations (i.e., sand.
dredging or dipping operations)
For new mining sites that require an authorization to construct (ATC) wastewater treatment facilities: This
NOI is also an APPLICATION FOR an ATC for new wastewater treatment facilities. ATC requests must be
submitted at least 90 days prior to construction'..
For existing mining sites that require an Authorization to Operate (ATO) wastewater treatment facilities:
This NOI is also an APPLICATION FOR an ATO for wastewater treatment facilities in place.
Construction, modification. or installation of any new treatment components at an existing site requires
an ATC. (If the site is already covered by NCG020000, the ATC request may be submitted without an NOI).
Some wastewater treatment facilities used to treat or recycle process wastewater (even if commingled
with stormwater) at mining sites will require an ATC prior to construction per 15A NCAC 2H .0133:
Please see the NCG020000 General Permit for details about which treatment facilities require an
ATC (summarized in Table 1 at the end.of this form). For example, an ATC is required for treatment
of mine dewatering discharge from clay pits and lion -closed -loop wastewater recycle systems. The
authorization to construct or continue to operate will be issued at the same time as the Certificate of
Coverage fCOC) for the NCG02 permit. Design of treatment facilities must comply with requirements
of- 15A NCAC 2H .0138 & .0139.
Page 1 of 7
As per 15A NCAC 2H .0106
Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-217-012108 Last revised 1/21/08

NCG020000 N.O.I.
Construction of wastewater treatment facilities subject to the ATC/ATO requirements in the NCG02 permit
at new or existing mining sites requires submission of three (3) sets of plans and specifications signed
and sealed by a Professional Engineer (P.E.) or qualified staff2 along with this application. A copy of the
design calculations should be included. Please see questions 18 $ 19.
Table 1: Wastewater Permit ATC/ATO Requirements
Mine Dewatering
Yes
No
Quarries
—
•
Sand Pits
I —
` •
Clay Pits
•
Any Dewatering with Chemical Treatment
•
—
Process Wastewater
Sand/Gravel
I — •
Closed -Loop Recycle
—
Other Recycle
• —
For questions, please contact the DWQ Regional Office for your area. (See page 7)
i
(Please print or type)
1) Mailing address of ownerloperator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No.
E-mail Address
2) Location of facility producing discharge:
a�_ t6r k'Iz:
Facility Name J �;r )/-_fit r i v S"
State ZIP Code
Fax: 61Y `M-1---7:3/Q
Facility Contact
Street Address
City CN_?r!/L„ , , State IZ-'L ZIP Code � 7 y-% ,6
County - If
5 --
Telephone No. is J c/,-cj`'-�3 Fax: `%/2 q:?.Z-7 Yl
Contact E-mail
3) Physical Location information:
Please provide a narrative description of haw to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). rr� hl� g241:$
r� r''1!t ;'7 �'��) ! .�I "I i f1YY1 j fJ„1I����i'T J f�l %iTr�%L( ]Y(1'_ �i:...G'r 3 rN. %�lr �GC'Vl / `<<J'f��✓,�
�.7 ^ 7f-� --/�`� Longitude '7��.-� 3
4 Latitude r - g� 5 � � (degrees, minutes, seconds) -
a�JkI
5) This NPDES Permit NOI Application applies to which of the following:
❑ New or Proposed Facility
X Existing
Date operation is to begin
❑ New Permit not applicable - ATC request only. NPDES Permit Number
Page 2 of 7
SWU-217-012108 Last revised 1/21/08

NCG020000 N.Q.I.
S) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: f k' 'k
7) Provide a narrative description of the types of minerals mined at this facility: Dosed 0fr
�1�� /yC�%iY-Cu6irr1' f..6ru�:�i /f,'i! [_-u✓c�/LS' 4''u[r55.�1, �:.rt/`k�Cz,:� � _._
8) Discharge Points:
Number of discharge points (ditches: pipes, channels, etc. that convey discharges from the property):
Stormwater:_ Mine dewatering: �_-_ Process Wastewater Overflow:
Discharge points should be clearly marked on the submitted site plan.
P#ease provide shot narrative description of discharges: pGY f '-k5 "'r 7,44:
t.•if �u�1 fJ �! ,j�[�'.�thrt �1y;�� '% k�� �YI::�y:;'l/ G' f Vic' /Jr v1 � Lic�:J l.,/,
i ✓f 'ft, f /i�i•'6? � r`.[irt r'G�9 r�4 yI ;ate •rY1 AGO '1`'C �l .5��, r•trcKr ,fj:� j,r) �
9) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? /+ri : irtr�:N;i r�rr�� jv�4�Y7 7'0
If the site stormwater discharges to a separate storm sewer system, name the operator of .he separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). - I
Receiving water classification (if known):
Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG020000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-1 or freshwater ORW.
10) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
;� No
❑ Yes If yes, please provide information about any 404/401 Certification permits.
Note: Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that have
the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement an Operation and Monitoring (O&M) Plan that has been approved by the Division.
The O&M Plan should be submitted to the Regional Office and must be approved prior tooperation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the
effect of pumping and to establish any pumping regime necessary to reduce impacts. and (2) Cetailed
plans to maintain surrounding hydrology and respective monitoring to demonstrate compliance.
11) Does this facility already have a valid Mining Permit from the Division of Land Resources (DLR)?
❑ No (11 not, please indicate the status of the Mining Permit application: )
ik] Yes
If yes, please provide the ,sMining Permit number and include a copy with your application: G�
Note: DWQ cannot issue a COC for the NCG020000 General Permit until a Mining Permit is issued or
renewed by the Division of Land Resources (DLR).
Page 3of7
5W U-217-012108 Last revised 1 /21/08

NCG020000 N.0.1.
12) Will this mining operation precede development activities at this site?
No
❑ Yes
13) Does this facility have any other NPDES permits?
j No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
14) Does this facility have any Non -Discharge permits (ex: recycle permits)?
>(No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
15) Does this facility employ any best management practices for stormwater control?
❑ No
Yes
If yes, please briefly describe:
16) Does this facility have a Stormwater Pollution Prevention Plan?
No
❑ Yes
If yes, when was it implemented?
17) Will vehicle maintenance activities occur at this facility?
No ❑ Yes
Wastewater Treatment Facilities:
18) Will mine dewatering discharges occur? (ATC/ATO required for clay pits or dewatering with them. treatment)
❑ No X Yes
19) Will discharges of overflows from process wastewater treatment systems occur? (ATC or ATO required,
unless sand/gravel mining or closed -loop recycle system)
No ❑ Yes
If yes, answer the following questions on the wastewater treatment system:
a. Please describe the type of process used to treat and/or recycle the process wastewater. Give
design specifics (i.e. design volume, retention time, surface area, etc.). Existing treatment
facilities should be described in detail, and design criteria or operational data should be provided
(including calculations) to ensure that the facility can comply with requirements of the General
Permit. [Use separate sheet(s)]
b. Does this facility employ chemical additives to flocculate suspended solids? ❑ No ❑ Yes .
If yes, please state the name, manufacturer and the quantity of average daily usage of the
chemical additive
gote: Please see httpalh2o.enr.state.nc.us/ws/PAMS list.htm for a list of approved polyacrylamide (PAMS)'
products for use in North Carolina.
Page 4 of 7
5WU-217-012 i08 Last revised 1121.108

NCG020000 N.O.I.
C. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
20) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
21) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment; Storage, or Disposal Facility?
No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg, or more of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport I disposal vendor:
Vendor address.
22) Certification: North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any 'alse statement, representation, or certification in any application, record, report, plan, or other
document flied or required to be maintained under this Article or a rule implementing this Article; or who Knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental 4lanagementl Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I agree to abide by the following as a part of coverage under this General Permit:
1. 1 agree to abide by the approved Mining Permit for this mining activity. (A copy of the valid
mining permit must be attached to this request.
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPOES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate
protection so as to contain all spilis on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules
governing solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to
not result in contamination of the surface or ground waters.
Page 5 of 7
SWU-217-012108 Last revised 1/21/08

NCG020000 N.O.I.
I agree to abide by the provisions as listed above and recognize that the provisions are to be considered as
enforceable requirements of the General Permit.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
.l r
Printed Name of Person Signing: /l�✓14-,__ rr11C17 1? %`jif �'i �%�
f X
nature of Applicant) - (6te SignE
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
Check for $100 made payable to NCDENR
This completed application and all supposing documents
' Copy of the valid approved mining permit (MP) for the facility or indication of MP application status
Copy of a county map or other general location map that shows the mining site and nearest major roads
Copy of USGS topographic map showing the mining site and surrounding areas, or other map that clearly
shows site location in relation to nearby streams, wetlands, and other waters, etc.
Copy of mining site plan with all wetlands clearly delineated
❑ If the mine is near wetlands, or may otherwise impact surface water or groundwater, contact the regional
office about an O&M Plan (contact information on the next page). Please refer to this O&M Plan checklist:
✓ Site map with wetlands, ditches, well -placements, borrow areas, overburden storage, stormwater
controls/BMPs, vehicle maintenance areas, settling basins, product process areas, and access roads.
✓ Well information (design, depths, maintenance)
✓ Physical monitoring for the wetlands areas
✓ Settling pond sizing information, if applicable
✓ Level spreader design, if applicable
✓ Detaiis about dewatering method
✓ Description of measures to prevent erosion and flooding
❑ If an ATC or ATO is required, three (3) sets of plans, specifications, and design calculations, signed,
sealed, and dated by a P.E. ATC and ATO requirements in NCG02000 are summarized in Table 1 on
Page 2 of this NOI (see the permit text for more detaits). Plans shall show all pertinent design features,
including the location of the outfalE(s). If stormwater is flowing off -site, the plan must show that stormwater
will not be mixed with wastewater.
Mail the entire package to:
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
Page 6of7
SWU-217-012108 Last revised 1/21/08

LOCATION MAP
HWY 15-50
0

T
Scale V - 1000' Approx.

Merritt Mine Update on site visit -Orange County
4
Subject: Merritt Mine Update on site visit -Orange County
From:`Autumn Hoban <[e-mail]>
Date: Thu, 11 Sep 2008 10:30:54 -0400
TO: [e-mail]
Jennifer,
I completed a site visit yesterday at. Tony Merritt Mine and have attached photos. I will send the photos in separate e-mails, I have no way to shrink the size
of the files on my computer .
The intermittent stream that runs by the mine had very clear water running through it yesterday. It rained hard in the area while I was there and no Sw ponds
on the site were discharging.
The pictures are labeled to give you a visual of the set-up I observed.
There are two clear outfalls. Outfallool is the one labeled "Rock Outlet Discharge Location" on the site map. The photo labeled SWPondby0utfa11001 is the
one labeled "1.95 acre lake" on the site map. The water in this SWPond/Lake (as you can see catches sediment/
erosion product from the mine wall and contains it?). The water is extremely colored and turbid. I would recommend that the SWpond/lake capacity be
evaluated to determine it's current operating status. No Flow was observed at the rock dam overflow yesterday, but when there is overflow the water is likely
to exceed turbidity and possibly TSS. The rock dam does help, but its was hard for me to determine with no flow what the discharge quality would be once
the water filtered through the rock dam into the stream.
Outfa11002 discharge is through SWPond by Outfall0O2 and through a rock dam (show in photo) and then sheet flows across a wooded area down to the
creek. The SWpond/sediment basin is where the site dewaters to. The basin is overgrown with vegetation, trees, and its design/holding capacity is also
questionable? No discharge was overflowing yesterday avid the basin is somewhat dry right now. The owner indicated the drought had dried up the basin and
he was not having to de -water during drought conditions. With rain we are seeing now, the conditions of the SW pond/sediment basins will be more crucial.
The mine photos show various ponds wlthin the mine itself, which store a lot of the water in the mine, as opposed to discharging it.
I am sending the photos, since you may see additional comments or requests to be addressed associated with the issuance of this permit.
Samples were taken by the site and results are to be forwarded by their engineer, Mr. Schilling.
Water quality of the stream with regards to TSS, color, turbidity was excellent the day of my un-announced rainy day site visit.
Hope this helps and please contact me if I can be of further assitance.
Sincerely,
Autumn
Autumn Hoban
Env i Yonmental specialist
NCDBNR- Raleigh Regional
Surface Water Protection
3800 Barrett Drive
Raleigh, NC 27609
Office [phone]
Faz (919) 708-7is9
Autumn. Hoban+pncmail, net
http: h2o.enr.state.nc.us[
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i<' a!'P.ower Transmission Fluid`(C)
sx Merritt's Gravel, Chapel Hill, North,.:Ca o
f .
CAT Equipment o SIC 1794 Excavation sWo
=> Operating few reduced25to 38de9rees
=:> increasedi11ANCantand eaui lentiife
CUSTOMER PROFILE
,Merritt?s:Gravel,=Inc=is.a.gtaarry
,and_landfN-constructionr construction --waste.
The owner, Tony Merritt, uses
heavy equipment to dig and load
Chapel Hill Gravel (a weathered
granite rock that is found only in
this area). The stone crushes
easily and is used in a variety of
applications, such as foundation on
buildings, roads, driveways and
golf courses. It makes an excellent
foundation material and is very
permeable by water. Merritt's
Gravel has been in business for
42 years, and has been an LE
customer for over 40 years. Tony uses LE
Lubricants throughout his operation and in
his personal vehicles. Tony's dad started
using LE Lubricants shortly after they
opened. He was losing bearings on one of
his machines and the local LE lubrication
consultant at that time recommended an
LE grease. The new grease solved the
problem, and Merritt's Gravel has been an
LE customer ever since.
APPLICATION
Tony operates several pieces of equipment
in his operation including several pieces of
CAT equipment: 1975 CAT 980 loader,
1954 CAT D-7 bulldozer, 2006 CAT D5G
bulldozer and the subject of this report — a
2005 CAT 345 excavator.
AREA OF INTEREST
The CAT 345 excavator came
with the CAT factory fill
,hydraulic oil. OEM
recommendations called for it to be
_,replaced at 5,000 hours. During the time
this oil was used, the oil temperature rose
to near the red zone on the dial whenever
the unit was run hard.
LE SOLUTION
When the time came to change the
hydraulic oil, LE Lubrication Consultant Jeff
Boyles, recommended LE 7510 Power
Transmission Fluid (SAE 10). This heavy
duty, high-performance power transmission
fluid is formulated to meet the CAT TO-4
specifications for this machine. It has
excellent friction -reduction, gear protection
and oxidation -resistance properties.
CUSTOMER COST SAVINGS
Exact cost savings are not yet available but
an immediate reduction in operating
temperature was achieved. After changing
to LE 7510, the oil temperature gauge went
down two to three bars and has not at any
time risen to anywhere near the red zone

limits. The horned pondweed had died back by the time of the May 2009 site visit.: While
live vegetation was documented within 25 ft of the project limits in April; live vegetation'had
retreated by May and was only documented beyond approximately 100 ft-from the project
limits. Live vegetation'also was not as dense in comparison to the April site visits and
individual live plants were noted to be smaller. r
While MFC and CRC definitions may only include areas with SAV roots or'propagules, the
Coastal Habitat Protection Plan indicates that SAV habitat could also include "bottom,
recurrently vegetated by living structures of submerged, rooted vascular plants, as well as
temporarily unvegetated areas between vegetated patches." Although LMG field surveys
yielded no live SAV or SAV rhizomes within the project limits, the documented presence of
horned pondweed in May 2007 by DWQ indicates the canal system is potential SAV
habitat.
Soft Bottom (benthos)
The 2005 Coastal Habitat Protection Plan defines soft bottom as areas of primarily
unvegetated, unconsolidated sediment (particles smaller than rocks) beneath the water
column including both deeper subtidal bottom as well as shallow bottom areas. Soft
bottom habitat is an important component of primary nursery areas, anadro_ mows fish
spawning areas and anadromous nursery areas.
This habitat,varies according to geomorphology, sediment type, water depth, hydrography
i
and/or salinity regime and is categorized'as freshwater, estuarine and marine. The soft
bottom habitat in the -vicinity of the proposed project is.considered estuarine and includes
unvegetated shoreline, subtidal river bottom and a small area of intertidal flats.
Benthic microalgae play a fundamental role in the ecological function -of estuarine soft
bottom habitat and are recognized as an important source of primary production in
estuarine systems by supporting large numbers of benthic invertebrates. Benthic infaunal
and epifuanal taxa provide an important link between primary production and consumers in
estuarine ecosystems and are considered the primary food base to North Carolina's
bottom feeding larval, juvenile and adult fish and invertebrates.
Benthic infaunal diversity and abundances within the limits of'disturbance of the proposed
marina are presently unknown,- however, benthic organisms tend to be more abundant
within small tidal creeks and coastal marsh areas away from the more rapid tidal currents
Environmental Assessment 27
Daniels Point Community Marina
Pamlico County

® on the dial. After several hours of hard
operation, the temperature barely gets above
halfway on the dial. Lower operating
temperatures will increase the life of the
hydraulic oil plus, lower temps indicates less
friction in the system which will increase
equipment life (see picture - center dial). Tony
estimated the operating temperature was
reduced at least 25 to 30 degrees.
OTHER PRODUCTS USED
• 1605-1606 Duolee Vari-Purpose Gear
Lubricant in gear oil applications
• 2001 Monolec' Wire Rope Lubricant on all
cables and wire ropes
• 2059 Monolexe Penetrating Oil & Lubricant
• 2300 L-X0Heavy Duty Chemical Supplement
as a fuel conditioner in gas motors
• 2410-2420 BTU+ Diesel Fuel Improvers in all
diesel fuel
• 3751-3752 Almagardo Vari-Purpose ' 8430 & 8450 Monolec GFS Engine Oil
Lubricant in all grease applications
7500 Monolec® Power Fluid 8800 Monolec Ultra Engine Oil
7530 Power Transmission Fluid for CAT • Oil Safe® containers to store and dispense
• applications lubricants
Thank you to Tony Merritt and tJeff Boyles, LE lubrication
O consultant (pictured), for the information provided for this report.
Based nn actual user experience. Individual resuhs may vary. Product used ner intended m su ersetle m an UxG.i rer's speuficalians .

near mouths of creeks and rivers. High water velocities and shifting sand shoals within
higher energy areas (e.g. ebb tide deltas of creek and river mouths) present a'.largely
prohibitive environment for most bottom -dwellers (Posey et al. 1996). 'Benthic fauna of the
lower Neuse River generally are controlled by dissolved oxygen concentrations, mainly
hypoxic conditions that are common during summer months and sediment conditions
(NCDWQ 2002). }
13, Wildlife and Natural Vegetation
Natural animal populations.in Pamlico County vary in diversity according to soil type and the
resultant -vegetative community. Common mammals documented in Pamlico County -include
squirrel, rabbit, fox, deer, muskrat, otter, beaver, quail, mourning doves, hawks and a number
of songbirds. Black bear have been documented in more remote areas of Pamlico County.
There are many species of waterfowl in the county, due to the extensive marsh ar}d water
acreage (USDA 1987). Songbirds are common in the area and given the large acreage of
marsh and water habitats in Pamlico County many species of waterfowl are present.
At the time this document was prepared, agricultural fields occupied a large portion of the tract.
Crops are rotated seasonally. The remaining upland vegetation includes, Quercus alba, Pinus
taeda, Acer rubrum, Vitis rotundifolia, Parthenocissus quinquefolia, Polystichum
acrostichoides, Liquidambar styraciflua, Nyssa sylvatica, Smilax rotundifolia and
Toxicodendron radicans.,
Table 4 provides a list of animal and plant species in Pamlico County that are designated as
threatened or endangered by the US Fish and Wildlife Service. In addition, the North Carolina
Natural Heritage Program (NHP) database was reviewed to determine whether any state or
federally listed rare species have been identified within or near the project area. According to
the NC NHP, the following rare or protected species have been documented within a 0.5 mile
radius of the proposed project (Figure 22); Eaton's ladies' -tresses (Spiranthes eatonit), West
Indian manatee (Trichechus manatus), and shortnose sturgeon (Acipenser brevirostrum):
j
The Eaton's ladies' -tresses is State listed as significantly rare (SR-L) with a range limited to.
North Carolina and adjacent states. This plant species occurs in pine savannas and pine -oak
sandhills and was last documented in this area in 1958. Based on NC NHP data, the element
occurrence accuracy is considered very low.
Envlronmentai Assessmenl
Daniels Point Community Marina
Pamlico County
11

MAYC+�+C- I<
ENVIRONMENTAL
Post Office Box 27052
Raleigh, North Carolina 27611-7052
919.418.7645
Fax [phone]
January 8, 2010
Ms. Autumn Hoban
NC Division of Water Quality — Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
RE: Comprehensive Surface Water Quality Evaluation
Fecal Coliforrn, TSS, & Turbidity
Tony Merritt's Gravel Pit
3200 Damascus Church Road
Chapel Hill, Orange County, North Carolina 27516
Dear Ms. Hoban:
r '
BAN
On May 20, 2008, Maycock Environmental sent you a letter documenting fecal coliform surface
water contamination, to the above referenced site, originating from an adjacent horse farm. The
Merritt's were initially concerned about fecal coliform contamination in a small pond on their
property and in their residential drinking water well. Subsequently, Maycock Environmental has
conducted additional sampling events in order to evaluate the surface water quality impacts to
University Lake, a drinking water supply lake, with regards to fecal coliform, TSS, and turbidity
from the horse farm and other adjacent properties. The enclosed report summarizes these
sampling events conducted over period from 2007 to 2009. The Merritt's have provided this
documentation in order to show that their mining operation is not the source of fecal
contamination or significant sediment inputs to University Lake, and in order to assist DWQ in
correcting the ongoing problem with pollution from adjacent properties to their property and to
University Lake. Please do not hesitate to contact me at [phone] if you have any
questions or comments.
Sincerely,
Maycock Environmental
A�01
Robin L. Maycock
Licensed Soil Scientist 41205
Enclosure
cc: Mr. Tony Merritt, Tony Merritt's Gravel Pit
80 AL 5o�. " '1
Cl� �*' fat'
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12
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COMPREHENSIVE SURFACE WATER QUALITY EVALUTION
October 2007 to November 2009
Tony Merritt' S Gravel Pit
3200 Damascus Church Road
Chapel Hill, North Carolina 27516
MAYC�CK
ENVIRONMENTAL

MAY C IS
ENVIRONMENTAL
COMPREHENSIVE SURFACE WATER QUALITY EVALUTION"
October 2007 to November 2009
8 Site Location: Site Owner.
Tony Merritt's Gravel Pit Mr. Tony Merritt
3200 Damascus Church Road 3200 Damascus Church Road
Chapel Hill, North Carolina 27516 Chapel Hill, North Carolina
Orange County 27516
' Prepared For:
Mr. Tony Merritt
' 3200 Damascus Church Road
Chapel Hill, North Carolina 27516
[phone]
General Site Information:
Latitude/Longitude — N 35' 53.028" / W 79' 5.000" (Pond #1 }
Tax PIN# 9777-56-0215
Mine Permit #: 68-04
' Water Quality Parameters: Fecal Coliform,
Total Suspended Solids, & Turbidity
' .Y
Prepared b :
p
1
Robin L. Maycock
NC Licensed Soil Scientist #1205
Maycock Environmental
Post Office Box 27052
Raleigh, North Carolina 27611-7052
[phone]
[phone] (fax)
1 January 8, 2010
SOIL S��fi�
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TABLE OF CONTENTS
LIMITATIONS..............................................................................................................................
iv
EXECUTIVESUMMARY.......................................•...................................................................
iv
1.0
SITE HISTORY AND CHARACTER.IZATION.................................................................1
2.0
SURFACE WATER INFORMATION .................................................. ............. ...1
2.1
Water Classification...........................................................................................................1
2.2
Surface Water Systems Descriptions.................................................................................2
3.0
SURFACE WATER SAMPLING.........................................................................................4
3.1
Sampling Procedures..........................................................................................................4
3.2
Sampling Events.................................................................................................................4
4.0
LABORATORY ANALYTICAL RESULTS.....................................................................6
4.1
FecaI Coliform Results........................................................................................................6
4.2
Total Suspended Solids & Turbidity Results.....................................................................7
5.0
CONCLUSIONS AND RECOMMENDATIONS..................................................................8
5.1
Fecal Coliform....................................................................................................................8
5.2
Total Suspended Solids & Turbidity..................................................................................9
6.0
REFERENCES...............................................................................•.............................
LIST OF TABLES
TABLE I Surface Water Classifications and Water Sampling Information
TABLE 2 Summary of Surface Water Sampling Results
TABLE 3 Observation Data of Water System
LIST OF FIGURES
FIGURE I
USGS Quadrangle Map
FIGURE 2
Vicinity Aerial Photograph Map
FIGURE 3
Mine Map
FIGURE 4
Sample Points Map
FIGURE 5
Fecal Count Versus Rainfall Map
FIGURE 6
TSS & Turbidity Versus Rainfall Map
FIGURE 7
Fecal Count Versus Rainfall Graph
FIGURE 8
TSS & Turbidity Versus Rainfall Graph
LIST OF APPENDICES
APPENDIX A Laboratory Analytical Reports and Chain -of -Custody Forms
APPENDIX B Rainfall Data
APPENDIX C Field Logs
1 09-DSP-Merritt Gravel, Inc. summary Report, January 2010

LIMITATIONS
This report has been prepared under the guidance of a North Carolina Licensed Soil Scientist to
meet the requirements of the North Carolina Department of Environment and Natural Resources.
The information and conclusions expressed in this report are based upon normal standards of the
profession and limited to information available at this time. Chemical analyses of samples
Q associated with this report were performed by a subcontracted, independent, and certified
laboratory. All data and parameters have been reviewed for accuracy and, excepting obvious
errors, have been accepted as correct. Maycock Environmental. reserves the right to revise
estimates of performance as required by changes in the data supplied by the laboratories.
I
1
1
1
1
N
F
09-I]SP-Merritt Gravel, Inc. Summary Report, January 2010

EXECUTIVE SUMMARY
Tony Merritt's Gravel Pit is an active gravel quarry (mine permit number 68-04) and clean fill
Bdump facility located at 3200 Damascus Church Road in Chapel Hill, Orange County, North
Carolina. The surrounding properties are primarily agricultural or residential. On November 2,
2007, Maycock Environmental met with Mr.& Mrs. Tony Merritt to discuss their concerns about
polluted runoff from an adjacent horse farm where the horse manure was poorly managed. On May
20, 2008, Maycock Environmental submitted a letter of complaint to the NC Division of Water
' Quality, Raleigh Regional Office, documenting the presence of fecal contamination in the small
pond on the Merritt's property.
Subsequently, at the request of the Merritt's Robin Maycock and Douglas Parker of Maycock
Environmental embarked on a comprehensive surface water quality evaluation to determine the
fecal coliform, TSS, and turbidity impacts, to University Lake, from surface water crossing the
Merritt property. Comparative sampling was also conducted on neighboring surface waters (Price,
Womble, & Pritchard's Mill) that also flow into University Lake.
' Between March 2008 and November 2009, seven sampling events occurred across sixteen sampling
points along the above described surface water systems. Sampling for Fecal Conform was
performed in order to determine potential impact of the Faatz Horse Farm horses to the surface
and groundwater on the Merritt Property and surface water connections to University Lake. As
such, sampling focused primarily on the "Mainstream", an unnamed tributary to University
Lake, and the surface water tributary flowing across the southern end of the Merritt Property.
' Sampling TSS and turbidity were only conducted to determine potential impact of sediments to
University Lake from the Merritt property, in accordance with their mining permit conditions.
As such, sampling focused on primarily on the lower portions of the Mainstream.
Laboratory data indicate that the storm water runoff from the Faatz Horse Farm increased fecal
coliform concentrations running onto the Merritt property at both Smith Level and Damascus
Church Road intersection and the southern drainage crossing under Damascus Church Road.
Results indicate that University Lake is being impacted at a rate of 5.68 times the applicable
standard of 50 CFUIL, of which 3.3 times is potentially attributable to storm water runoff from
Faatz Horse Farm. Maycock Environmental recommends that Faatz Horse Farm property take
measures to control storm water runoff and improve manure management practices on its
property to minimize fecal coliform impacts to University Lake.
Laboratory data indicate that extremely high rain events (Tropical Storms) increase TSS and
turbidity concentrations in the Mainstream water system. During lower level rain events, these
® concentrations decrease to well below the applicable standard. Thus, Maycock Environmental
ii believes that the Merritt property is having minimal sedimentary impact to University Lake.
During this comprehensive evaluation, two exceptions were discovered and immediately
corrected.
The two (Price and Pritchard's Mill) of the three comparative neighboring creek systems
exhibited TSS concentrations consistently above the applicable standards. Maycock
Environmental recommends that DWQ investigate the potential sources of these sediments.
0
1
09-DSI'-Merritt Grave[, Inc. Summary Report, January 2010
IV

I
1.0 SITE HISTORY AND CHARACTERIZATION
Tony Merritt's Gravel Pit is an active gravel quarry (Mine Permit Number 58-04) and clean Fill dump
Qfacility located at 3200 Damascus Church Road in Chapel Hill, Orange County, North Carolina. Figure
l is an excerpt from a United States Geological Survey (USGS) 7.5-minute topographical quadrangle
map showing the location of the site and cultural features
1 The surrounding properties are primarily agricultural or residential. Immediately north are private
residential houses. immediately east is Smith Level Road, with a cemetery and agricultural land
' beyond. Immediately south is Damascus Church Road with the Faatz Horse Farm beyond.
Immediately southwest is the Womble Farm. Immediately west are open fields with University Lake
and its buffer woodlands beyond. Figure 2 is an aerial photograph showing the site and surrounding
area.
IOn November 2, 2007, Maycock Environmental met with Mr.& Mrs. Tony Merritt to discuss their
concerns about potential surface and ground water contamination by fecal coliform from the Faatz Horse
Farm located at 1002 Smith Level Road, where the horse manure was poorly managed. Sampling was
' conducted at that time which indicated surface water fecal contamination in a Merritt property Pond
located at 870 Smith Level Road. On May 20, 2008, Maycock Environmental submitted a letter of
complaint to the NC Division of Water Quality, Raleigh Regional Office.
Subsequently, at the request of the Merritt's, Robin Maycock and Douglas Parker of Maycock
Environmental embarked on a comprehensive surface water quality evaluation to determine the fecal
coliform, Total Suspended Solids (TSS), and turbidity impacts, to University Lake, from the water
systems crossing the Merritt property. Comparative sampling was also conducted on neighboring
surface waters (Price, Womble, & Pritchard's Mill) that also flow into University Lake. The following
report summarizes the findings of this evaluation.
2.0 SURFACE WATER INFORMATION
2.1 Water Classification
The property generally slopes to the north and west with an approximately 135 foot elevation change
from the high point at the corner of Smith Level and Damascus Church Roads to the low point of
' University Lake. Figure I is a USGS topographic map showing the site and surrounding area.
09-DSI'-Merritt Gravel, Inc. Summary Report, January 2010 1

The two surface water systems of concern and neighboring studied creeks are direct tributaries to
University Lake, which is part of the Cape Fear River Basin. Per North Carolina Division of
Water Quality, these water systems are classified as Water Supply Protection Designation WS-1.
According to 15A NCAC 0213.0212, Section I and 2, (page 24) Fresh Surface Water Quality
Standards for Class 1 Waters, the best usage of WS-1 waters is as follows: "a source of water
supply for drinking, culinary or food -processing purposes for those users desiring maximum
1 protection of their water supplies", where "waters must be relatively unimpacted by non -point
sources of pollution" and "land use management programs are required to protect waters from
tnon -point source pollution". Sources of water pollution that preclude the designated best usage
are considered a violation to the water quality standard.
According to Section 3 (c) of the same standard, total coliform are "not to exceed 50 per 100
' milliliter (ml) (MF count) as a monthly geometric mean value in watersheds serving as unfiltered
water supplies". Section 3 (h)(i)(E) nitrate nitrogen is not to exceed 10 milligrams per liter
(mg/L). In addition, according to 15A NCAC 02B.0224, Section (1)(b)(ii) High Quality
Waters, total suspended solids (TSS): "Discharges of TSS shall be limited to effluent
tconcentrations of 10 mg/L for trout waters and PNA's, and to 20 mg/L for all other High Quality
Waters". Thus, a TSS standard of 20 mg/L is applicable to these surface waters which drain to
University Lake.
Furthermore, according to 15A NCAC 0213.0211, Section (3)(k): Turbidity: "the turbidity in the
receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not
1 designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout water;
for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if
turbidity exceeds these levels due to natural background conditions, the existing turbidity level
' shall not be increased." Thus, a turbidity standard of 50 NTU is applicable to these surface water
systems and 25 NTU for University Lake. Table 1 summarizes surface water classifications.
1 2.2 Surface Water Systems Descriptions
The primary surface water system of concern is an unnamed tributary (designated as Mainstream
— MS in this report) and its tributaries which flow into University Lake. The Mainstream
originates at a farm pond on the Ray property, 101 Ray Road, approximately 1,000 feet north of
09-I)SP-Merritt Gravel, Inc. Summary Report. January 2010 2
.J

the Merritt property. At the Merritt Property boundary, the Mainstream turns due west to flow
Mbeside the quarry, into a terminal wetland system, and fnaIly into University Lake for a total
length of approximately 3,800 feet.
OCreek #1 intersects the Mainstream approximately 2,800 feet above University Lake and is
approximately 650 feet in length. This creek runs southeast to northwest onto the Merritt
Property and intermittently flows during sufficient rain events. Pond #1 is located at 870 Smith
' Level Road, drains into Creek #1, and captures surface water runoff, via ditch systems, from the
south and east, which includes a significant contribution of runoff from Faatz Horse Farm. The
' distance from the corner of Smith Level and Damascus Church Road, just above Pond #1, to
University Lake is approximately 3,725 feet, following the water system.
v Another unnamed creek or tributaryruns east to west, 3,500 feet in length, along the south side
b g
' of the Merritt Property. This creek begins at a farm pond on the Faatz property, drains the south
side of the Faatz Horse Farm, under Damascus Church Road, onto the Merritt property, and
down to University Lake. This unnamed creek intermittently flows during sufficient rain events.
Pond #2 is located on the south side of the Merritt property. Though it is located alongside the
just described unnamed creek, it is not hydrologically connected to it, and does not drain into the
creek. It is isolated from the creek by an earthen dam. Pond 42 collects storm water runoff from
1 the south end of the Merritt property, drains into a boggy area on the west end of the Merritt
property, and eventually draining into the Mainstream via the Sediment Pond. Pond #2 does not
have a high water flow, and as such, tends to stagnate.
1 The three neighboring comparative creeks are Price, Womble, and Pritchard's Mill were sampled
for background turbidity and suspended solids levels following rainfall events. Price Creek is
the major southern tributary of University Lake and crosses under Damascus Church Road
approximately 1,225 feet above University Lake. Just above Damascus Church Road, Price
Creek forms a cypress swamp to which West Branch Price Creek and an unnamed tributary
designated "Womble Creek" flow. Womble Creek drains the entire Womble property, located
just south of the Merritt Property. Pritchards Mill Creek is the major southwestern tributary of
University Lake and crosses under Monterey Valley Drive approximately 2,000 feet above
' University Lake. Between Monterey Valley Drive and University Lake, Pritchards Mill Creek
1 04-DSP-Merritt Gravel, Inc. Summary Report, January 2010 3
1

II
flows through a large, wetland system. Table 1 summarizes water system information. Figures
1, 2, and 4 show the described surface water systems.
0
3.0 SURFACE WATER SAMPLING
3.1 Sampling Procedures
Between March 2008 and November 2009, seven sampling events occurred across sixteen sampling
points along the above described surface water systems. Sampling events were conducted on March 8,
August 27, October 3, and November 4, 2008; and April 17, September 8, and November 16, 2009.
Samples were collected for laboratory analysis for fecal coliform, TSS, and turbidity. Surface water
sampling events were timed to reflect various levels of rainfall. Samples were collected using
' laboratory supplied sampling gloves. Samples were placed into laboratory supplied containers,
sealed, labeled, maintained at 4° Celsius, and submitted under chain -of -custody procedures to
primarily Tritest, Inc. laboratories of Raleigh, NC and EMSL Analytical, Inc. laboratories of
Morrisville, NC. Table 1 provides surface water sample point descriptions, Table 2 and
Appendix B provides rainfall information, and Figure 4 is a site map showing sampling point
locations. Rainfall data was obtained from the State Climate Office of North Carolina CRONOS
IDatabase from the Chapel Hill -Williams Airport.
' 3.2 Sampling Events
Fecal coliform sampling was performed to determine the potential impact of' the Faatz Horse Farm
' pollution runoff on the Merritt Property water systems (small pond and drinking water well) and
ultimately to University Lake. As such, sampling focused primarily on the Mainstream system and
' the creek system flowing across the southern end of the Merritt Property. All laboratory analysis, for
these seven sampling events, were for fecal coliforms/MF which gives a Colony Forming Unit
(CRU) count number. Sampling for total suspended solids (TSS) and turbidity was only conducted
to determine potential impact of sediments to University Lake from the Merritt property. Sampling
1 focused on primarily on the lower portions of the Mainstream. Where laboratory samples were not
collected, visual observations of the water clarity were recorded as either "clear" or "turbid".
' Comparative samples were collected from the neighboring three creeks: Price, Womble, and
Pritchard's Mill Creeks.
' On March 8 2008 after a 1.77 inch 72 hour rainfall accumulation samples were collected from the
culvert at the corner of Smith Level and Damascus Church Road (Pond#1@Road), Pond #1, Pond
09-DSP-Merritt Gravel, Inc. Summary Report, January 2010 4

#I's outlet into Creek #1 (P#I Outlet), Creek 91 above the confluence with the Mainstream (P#I
Inlet MS), the Mainstream above the confluence with Creek #1 (MS above P#1), the Sediment Pond,
the Mainstream just above the terminal wetland (MS @ UL), and the Mainstreams inflow to
University Lake (MS Inlet UL). During this sampling event, it was determined that Pond #2 was not
part of the drainage from the Faatz Horse Farm. As such, this sample point was dropped and
replaced with a sample point where the southern creek crosses Damascus Church Road
(Streai-n@DCR). This sampling event has been designated as representing a midlevel rainfall
(MLR) event.
On August 26 and 27, 2008, the remnants of Tropical Storm Fay passed through the Triangle Area,
with a 5.09 inch 72 hour rainfall accumulation. On August 27, 2008, samples were collected from
the Pond# I @Road, Pond # 1, below the convergence of Creek # 1 and Mainstream (MS@Creek # 1),
the Sediment Pond, MS a UI-, and Stream@UL. A sample was not collected at MS Inlet to UL as
the entire area was flooded to inaccessibility. A comparative sample was collected from Price Creek
where it intersects Damascus Church Road (UL@DCR). Samples MS@Creek#I, the Sediment
Pond, MS@UL, UL@DCR were additionally analyzed for TSS and turbidity. This sampling event
has been designated as representing a high level rainfall (HI,R) event.
On October 3, 2008, after a 0.33 inch 72 hour rainfall accumulation, samples were collected from
Pond #1, MS@Creek #1, MS@UL, and Stream@UL. The Pond#1@Road sample location was dry.
On November 4, 2008, after a 0.77 inch 72 hour rainfall accumulation, samples were collected at
Pond#I@Road, P#1@DW (driveway), P#IOutlet, and MS Inlet UL. Pond #I Outlet substituted 1'or
Pond #1 and the Stream@DCR sample location was dry. On April 17, 2009, a comparative water
sample was collected from "Womble Creek" at the Womble and University Lake property lines
(Womble Creek to UL).
On September 8, 2009, after a 0.04 inch 72 hour rainfall accumulation, samples were collected from
Pond #1, MS@Creek #1, MS a UL, UL a DCR, and Womble Creek to UL. Samples were not
collected at Pond 41 @Road or Stream@DCR as both sample locations were dry. A sample was not
collected at MS Inlet UL as the Mainstream did not directly surface flow into University Lake on this
date. A third comparative sample was collected from Pritchard's Mill Creek at a location between
Monterey Valley Drive and University Lake (MV Creek Midpoint). Samples MS@Creek#1,
MS@UL, UL @ DCR, Womble Creek to UL, and MV Creek Midpoint were additionally analyzed
09-I)SP-Merritt Gravel Inc. Summary Report, January 2010 5

ul
for TSS and turbidity . This sampling event has been designated as representing a low level rainfall
(LLR) event.
On November 16 2009 after a 0.01 inch 72 hour rainfall accumulation a sample was collected from
the MS Inlet UL location. This sample was additionally analyzed for TSS and turbidity. Table 1
describes sample point locations. Table 2 and Appendix B summarize rainfall data. Figure 4 shows
sample point locations.
4.0 LABORATORY ANALYTICAL RESULTS
4.1 Fecal Coliforn>E Results
Pond#1@Road's fecal coliform concentration (FCC) ranged from a low of 463 CFU/L during
the March 8, 2008, (mid level rainfall - MLR) to a high of 9,360 CFUIL during the August 27,
' 2008, (high level rainfall - HLR). During the September 9, 2009, (low level rainfall - LLR)
event, this location was dry. Pond Ws FCCs ranged from a low of <4.0 CFUIL during the
' LLR event to a high of 770 CFUIL during the HLR event. MS@Creek#1's FCC's ranged from
a low of 14 CFUIL on October 3, 2008, to a high of 26,100 CFUIL during the HLR event. The
' LLR event at this location had a FCC of 200 CFUIL. No sample was collected at this location
during the MLR event. The Sediment Pond's FCCs ranged from a low of 120 CFUIL during the
' MLR event to a high of 326 CFUIL during the HLR event. No sample was collected at this
location during the LLR event. MS a UL's FCCs ranged from a low of 45 CFUIL on October 3,
t2008, to a high of 3,690 CFU/L during the HLR event. The LLR event at this location had a
FCC of 2,220 CFU/L and the MLR event had a FCC of 143 CFUIL.
1
MS Inlet UL's FCCs ranged from a low of 113 CFUIL during the MLR event to a high of 390
' CFU/L on November 4, 2008. No sample was collected at this location during the LLR as the
Mainstream did not directly surface flow into University Lake. No sample was collected during
' the HLR event as the area was flooded to inaccessibility. The November 16, 2009, MS Inlet to
UL's FCC was 350 CFUIL. The average of these three FCCs is 284 CFU/L.
Stream@DCR's FCCs ranged from a low of 500 CFU/L on October 3, 2008, to a high of 6,200
CFU/L during the HLR event. The MLR event at this location had a FCC of 556 CFU/L. No
sample was collected at this location during the LLR event as the location as was dry.
09-DSl'-Merritt Gravel, Inc. Summary Report, January 2010 6
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0
Comparative sampling was conducted on three neighboring creek systems: Womble Creek, Price
Creek (UL@DCR), and Pritchard's Mill Creek (MV Creek Midpoint). These samples' FCCs
0 ranged from a low of 23 CFUIL on April 17, 2009, (Womble Creek), to a high of 216 CFU/L
during the LLR event, (Womble Creek). UL@DCR (Price Creek) had a FCC of 188 CFUIL and
8 MV Creek Midpoint (Pritchard Mill's Creek) had a FCC of 96 CFUIL, both during the LLR
event. Averaging the four numbers gives a FCC of 131 CFUIL for comparative purposes.
I
Table 2 summarizes laboratory analytical results- Figure 5 present laboratory data on a site map.
Figure 7 presents laboratory data and rainfall data in a graphical format. Appendix A includes
copies of all laboratory analytical reports.
4.2 Total Suspended Solids & Turbidity Results
' During the August 27, 2008, HLR event, TSS concentrations were detected at MS@Creek#1
(219 milligrams per liter (mg/L)), MS@UI_, (300 mg/L), Sediment Pond (109 mg/L), and
UL@DCR (84 mg/L). Turbidity concentrations were detected at MS@Creek#1 (430
Nephelometric Turbidity Units (NTU)), MS@UL (568 NTU), Sediment Pond (1.4 NTU), and
' UL a DCR (159 NTU).
During the September 8, 2009, LLR event, TSS concentrations were detected at MS@Creek#1
(12 mg/L), MS@UL (2.4 mg/L), UL@DCR (33 mg/L), Womble Creek (9.1 mg/L), and MV
' Creek Midpoint (29.2 mg/L). Turbidity concentrations were detected at MS@Creek#1 (91.5
NTU), MS@UL (1.4 NTU), UL@DCR (73 NTU), Womble Creek (6.3 NTU), and MV Creek
' Midpoint (72 NTU).
During the November 16, 2009, sampling event at the MS Inlet UL location, the TSS
' concentrations was 17.8 mg/L and the turbidity concentration was 45.4 NTU.
' Observational data indicate that during both the MLR and HLR events, Pond#I, Creek#1, and the
Mainstream system were turbid. During the LLR event, these locations were clear (non -turbid).
During the LLR event, the comparative locations of UL@DCR (Price Creek) and MV Creek
Midpoiunt (Pritchard's Mill Creek) were both turbid. On November 16, 2009, Pond #I, Creek #I,
I
09-DSP-Merritt Gravel. Inc. Summary Report, lanuan, 2010 7
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and the Mainstream were seen to be clear until the sediment pond. Turbidity continued through the
MS@UL and MS Inlet UL locations.
Table 2 summarizes laboratory analytical results. Table 3 summarizes observational data.
Figure 6 presents laboratory data on a site map. Figure 8 presents laboratory data rainfall data in
a graphical format. Appendix A includes copies of all laboratory analytical reports.
5.0 CONCLUSIONS AND RECOMMENDATIONS
5.1 Fecal Coliform
Laboratory data indicate that storm water runoff from the Faatz Horse Farm increases fecal
coliform concentrations (FCC) in the Merritt property surface water systems, the Mainstream,
and University Lake. The average FCC, coming onto the Merritt property, directly attributable
eto the Faatz Horse Farm, is 5,344.6 CFU/L, which is 107 times the applicable standard of 50
CFUIL. Pond #1's average FCC is 185.7 CFU/L, which suggest that Pond #1 is acting as a
tsettling pond for fecal coliform.
' The average FCC for Creek #1 is 301.7 CFU/L. The FCC for the Mainstream prior to Creek #1
is 65 CFUIL. After Creek 41 enters the Mainstream, the average FCC decreases to 107 CFUIL
e(the 26,100 number was thrown out as an outlier). This suggests that the Mainstream has a
dilutive affect on FCCs and possibly its faster flow moves FCCs through the system. However,
when the Mainstream slows down, prior to the terminal wetlands, (MS@UL) FCCs again
increase to an average of 1,519.5 CFUIL, which is 30.4 times the applicable standard and over 10
times higher than the comparative three neighboring creeks average FCC of 131 CFUIL. The
terminal wetland has an additional remedial affect as MS Inlet UL's average FCC decreases to
284.3 CFU/L, which is still 5.68 times the standard allowable limit.
' How much of that 284.3 CFUIL average FCC impact to University Lake is potentially
attributable to Faatz Horse Farm is suggested by subtracting the averaged "background" levels
seen in the Mainstream prior to Creek #1 (65 CFUIL) and the three neighboring comparative
creek systems (Price, Womble, & Pritchard's Mill). This averaged background FCC is 117.6
CFUIL. Subtracting the two FCCs, yields a FCC of 166.7 CFUIL, which is 3.3 times the
w standard allowable limit.
g09-I)SI'-Merritt Gravel, Inc. Summary Report. January 2010 8

a
Storm water from the Faatz Horse Farm is entering the southern side creek with an average FCC
of 1,814 CFUIL. Impact to University Lake from this creek was not studied.
0
Based on the above findings, Maycock Environmental recommends that DWQ require that the
Faatz Horse Farm property take measures to control storm water runoff flowing from their
property and to improve their manure management practice to reduce their fecal coliform impact
to the Merritt's property, and to University Lake, which could be as high as 3.3 times the
standard allowable limit.
5.2 Total Suspended Solids and Turbidity
' Laboratory data indicate that high rain events (Tropical Storms) increase TSS and turbidity
concentrations in the Mainstream water system. During lower level rain events, the Mainstream
' water system TSS concentrations decrease to well below the applicable standard. Thus,
Maycock Environmental believes that the Merritt property is having minimal sedimentary impact
tto University Lake. During this comprehensive evaluation, two exceptions were discovered and
corrected.
The March 8, 2008, MLR event indicated turbidity throughout the Mainstream. Investigation
suggested that this was due to runoff from Merritt property fields along Creek # 1. Maycock
Environmental recommended that an area below the fields be allowed to naturalize to capture
' this sediment. Mr. Merritt followed this recommendation and in the subsequent year and a half,
this area has naturalized into an impoundment that includes cattails. Since that time, no
sedimentary impact has been noted in the upper stretches of the Mainstream.
During the November 16, 2009, sampling event, turbidity was noted in the lower stretch of the
1 Mainstream. Field investigation noted "soil piping" occurring from the sediment pond. The
turbidity was of a whitish coloration typical of native soil, whereas the sediment pond turbidity
was an orange color typified by the fill dump. In previous field observations, including as recent
as two months prior, soil piping was not observed, thus it had manifested recently. Maycock
1 Environmental immediately alerted Mr. Merritt, who consulted with Mr. Pat Shillington,
Engineering and Environmental Services Company.
1
09-DSP-Merritt Gravel, Inc. Summary Report, January 2010 9
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According to Mr. Shillington, the soil piping was caused by hydrologic pressure from the
sediment pond, forcing water through the dam. That sediments were not exiting the sediment
ppond, but that the water was coming out at such a pressure, that sediments were being stirred up
from the stream bottom. Mr. Shillington recommended that Mr. Merritt wait until the water
pressure had dropped in the sediment pond and then line the sediment pond with a layer of clay.
Repairs will be made as soon as these conditions are achieved.
Laboratory data (TSS 17.8 mg/L and Turbidity 45.4 NTU) indicated that this sediment was
tentering University Lake at a concentration below the applicable standard of 20 mg/L for TSS
and but above the applicable standard of 25 NTU for turbidity.
The two (Price and Pritchard's Mill) of the three comparative neighboring creek systems
' exhibited TSS and turbidity concentrations consistently above the applicable standards. Maycock
Environmental recommends that DWQ investigate the potential sources of these sediments.
1
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09-USP-Merritt Gravel, Inc. Summary Report, January 2010
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6.0 REFERENCES
Maycock Environmental, "NCDWQ - Letter of Complaint", May 20, 2008.
North Carolina Administrative Code (NCAC) Title 15A Subchapter 213, "Water Quality
Standards," May 1, 2007.
State Climate Office of North Carolina, "NC CRONOS Database, Data Retrieval from K1GX —
' Chapel Hill -Williams Airport for 2007-10-30 through 2009- 11-20 (753 days)." November 24,
2009.
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09-DSP-Merritt Gravel, Inc. Summary Report, January 2010

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Table SURFACE WATER CLASSIFICATION & WATER SAMPLING INFORMATION
MERRITT GRAVEL, INC.
ATE REGULATIONS
Stream Location/Water Body
DWQ Index No.
DWQ Classification
From dam at University Lake to SR
1919 (Orange Co.)
16-41-2-(5)
C, NSW
University Lake from point 1.4 miles
downstream of NC 54 to dam at
Univer5ity Lake
16-41-2-(1.5)
WS II, HQW, NSW, CA
Morgan Creek to the University Lake
dam including University Lake and all
r' r'
16-41-1-(1)
WS-1
Water Quality
Designations
Definitions
CA
Critical Area for Water Supply
HQW
High Quality Resource Waters
NSW
Nutrient Sensitive Waters
W5-t
Water Supply Protection Designation
WS-II
Water Supply Protection Designation
SAMPLING DESIGNATIONS DESCRIPTIONS
SAMPLING POINT NAME APPROX. DISTANCE DESCRIPTION
TO UNIV. LAKE feet
Pond #1 @ DCR f Damascus Church)
3,725
Faatz pastures drain to a culvert that passes under Damascus Church Road into a ditch on Merritt property at this point.
Pond #1 @ DW (Driveway)
3,450
Ditch drains through culvert under Merritt property and comes out at the driveway at this point. Goes into another culvert
under the driveway and enters Pond #1.
Pond #1
3,400
Captures runoff from immediately surrounding area and above described drain system
P#1 Outlet into drainage ditch
3,400
Pond #1 drains into a ditch that runs east to west carrying water from east of Smith Level Rd
Creek #1(P#1 Inlet MS)
2,800
Drains east to west along northern property boundary. Fairly short, sustained elevation drop, and can go dry in the upper
portions. Drains into Left bank of MS.
Main Stream (MS)
unnamed tributary to UL
3,900 total 2,800
@ Creek 41
Drains a pond approx. 1000' north before intersecting Creek #1 and running west approximately 2,800' reaching University
Lake. No ro er name. Always seen to be flowing.
Rock Outlet Discharge Location
2,640
Never seen flowing unless mine being pumped. Mostly consist of rock and gravel.
Creek #2
2,290
Drains properties to the north. Runs dry.
Sediment Pond & Rock Outlet
1,440
Never seen flowing. Mostly consist of rock and gravel. Appears to receive waters from Pond #2 through bog system.
Creek #3
1,240
Enters right bank of MS approx. 200' below Sediment pond. Drains properties to the north. Runs dry.
MS @ UL(University Lake
600
Where MS has no more tributaries and begins to slow down and meander into the wetlands stem.
MS Wetlands
500
Area approx. BS' across and SDO' long that impedes the MS entrance into UL. During low rainfall, MS does not directly flow
into UL.
MS Inlet to UL
0
Where MS enters UL's right bank approx. 1,750' down from the UL's southern top.
Pond #2
2,850
Drainage impoundment for Merrit Property, often not flowing and can stagnate.
Stream @ DCR
1,520
Drainage for Faatz property that passes under DCR, forming an unnamed creek .
UL @ DCR
1,225
Identified as Price Creek just below confluence of West Branch Price Creek & Womble Creek
Womble Creek to UL
2,290
Unnamed tributary of Price Creek that drains the Womble Pro en
MV Creek Midpoint
650
I enti ied as Pritchard Mill Creek

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Table 2 SUMMARY OF SURFACE WATER SAMPLING RESULTS
MERRITT GRAVEL, INC.
(sample points listed in order of flow from top to bottom of water system)
a t'
M
a
e7 6
V
E
_
Ln
C
C W
J
J
H
N
^_'
- E
a
v
y
E
n
E
E
C
q
C
U
7
«°
sv
ut
f
w
:3
CL
h a`
Z
Z
0
SAMPLE ID
Date Collected
o'-
11/15/2007
0,4764
>6,000
NA
NA
NA
NA
NA
NA
NA
POND #1
03/08/2008
1.7700
463
NA
NA
NA
NA
NA
NA
NA
@ROAD
08/27/2008
5,0912
9,360
NA
NA
NA
NA
NA
NA
NA
P#1 @ ROAD
10/03/2008
0.3302
DRY
NA
NA
NA
NA
NA
NA
NA
Culvert @ Pond 1
11/04/2008
0,7206
5,700
NA
NA
NA
NA
NA
NA
NA
09 08 2009
0.0400
NA
NA
NA
NA
NA
NA
NA
NA
Nil !"}o nW IDRIVFWAYI
11 4 0
5,200
NA
NA
NA I
NA 1
NA 1
NA
NA
11/02/2007
0.0001
Present
NA
NA
NA
NA
Present
0.02
<0.02
11/05/2007
0.0000
122
NA
NA
NA
NA
NA
NA
NA
11/15/2007
0.4704
191,
NA
NA
NA
NA
NA
NA
NA
POND #1
POND #1 INLET
03/08/2008
1.7700
28
NA
NA
NA
NA
NA
NA
NA
08/27/2008
5.0912
770
NA
NA
NA
NA
NA
NA
NA
10/03/2008
0.3302
3.0
NA
NA
NA
NA
NA
NA
NA
11/04/2008
0.7206
NA
NA
NA
NA
NA
NA
NA
09 08 2009
0.0400
NA
NA
NA
NA
NA
NA
NA
P#10UTLET
03/08/2008
1.7700
E33
NA
NA
NA
NA
NA
NA
NA
11 04 2008
0.7206
NA
NA
NA
NA
NA
NA
NA
P#1 INLET MS
03/08/2008
NA
NA
NA
NA
NA
NA
NA
MS ABOVE 741
03/08/2008
1. 0
65
NA
NA
NA
NA
NA
NA
NA
CREEK #1 @ MS
MS @ CREEK #1
09/27/2008
5.0912
26,100
219
NA
430
6.87
NA
0.24
10/03/2008
0.3302
14
NA
NA
NA
NA
NA
NA
NA
09 0$ 2009
0.0400
200
12
114
91.5
6.56
NA
NA
NA
SEDIMENT POND
03/08/2008
1.7700
120
NA
NA
NA
NA
NA
NA
NA
08 27 2009
5.0912
326
109
NA
330
6.94
NA
0.11
MS @ UL
STREAM @ UL
MS MIDPOINT
03/08/2008
1.7700
143
NA
NA
NA
NA
NA
NA NA
08/27/2008
5.0912
3,690
300
NA
568
6.98
NA
0.22
10/03/2008
0.3302
45
NA
NA
NA
NA
NA
NA
NA
11/04/2008
0.7206
390
NA
NA
NA
NA
NA
NA
NA
09 08 2009
0.0400
2,200
2.4
122
1.4
7,33
NA
NA
NA
03/08/2008
1.7700
113
NA
NA
NA
NA
NA
NA
NA
MS INLET UL
08/27/2008
5.0912
Flooded
NA
NA
NA
NA
NA
NA
NA
09/08/2009
0.0400
DRY
NA
NA
NA
NA
NA
NA
NA
11 16 2009
0.0100
350
17.8
136
45.4
6.94
NA
NA
NA
11/02/2007
0.0001
Present
NA
NA
NA
NA
Present
0.03
<0.02
POND #2
11/05/2007
0.0000
146
NA
NA
NA
NA
NA
NA
NA
11 15 2007
0.4704
2,700
NA
NA
NA
NA
NA
NA
NA
03/08/2008
1.7700
556
NA
NA
NA
NA
NA
NA
NA
08/27/2008
5.0912
6,200
NA
NA
NA
NA
NA
NA
NA
STREAM @ DCR
11/04/2008
0,7206
DRY
NA
NA
NA
NA
NA
NA
NA
10/03/2008
0.3302
500
NA
NA
NA
NA
NA
NA
NA
09 0$ 2009
0.0400
DRY
NA
NA
NA
NA
NA
NA
NA
UL @ DCR
LAKE DCR
08/27/2008
5.0912
NA
84
NA
159
7.16
NA
0.29
09 08 2009
0.0400
188
33
106
73
6.37
NA
NA
NA
04/17/2009
0.0204
23
NA
109
9.2
7.19
NA
<0.02
0.69
WOMBLE CREEK TO UL
09 0$ 2009
0.0400
216
9.1
122
6.8
7.29
NA
NA
NA
MV CREEK MIDPOINT
UrMTM
0.04DO
96
29.2
104
72
6.52
NA
NA
NA
Applicable Standards
Class WS I I High QualityWaters)
NA
50
20
NA
SO
NA
NA
NA
10
Notes:
1. P# = POND #1, MS = MAIN STREAM, UL = UNIVERSITY LAKE, DCR = DAMASCUS CHURCH ROAD, DW = DRIVEWAY
2. BOLD denotes a detection and Shading denotes a Standards violation.
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Table 3 OBSERVATION DATA OF WATER SYSTEM
MERRITT GRAVEL, INC.
SAMPLE ID
O
N
\
O
✓\I
O\
+
N
11
14 \
O
00
O\
o
O
t,
\
o
O
\
O
O\
O
\
O
W
\
O
�
\
RAINFALL (72 HR)
0.0001
0.0000
0.4704
L7700
5.0912
0.3302
0.7206
0.0204
0.0400
0.0100
POND #1 @ROAD
Dry
Dry
Clear
Muddy
Muddy
Dry
Clear
NO
Dry
Dry
P41 @ DW (DRIVEWEL
Dry
Dry
Clear
NO
Clear
Dry
Clear
NO
Dry
Dry
POND #1
Clear
Clear
Full/Turbid
Full/Turbid
Full/Turbid
Clear
Clear
NO
Low/Clear
Full/Clear
P#1OUTLET
Dry
Dry
Clear
Clear
Clear
Dry
Clear
NO
Dry
Dry
P#1 INLET MS
NO
NO
NO
Turbid
Turbid
Clear
Clear
NO
Clear
Clear
MS ABOVE P#1
NO
NO
NO
Clear
Clear
pear
Clear
NO
Clear
Clear
MS @ CREEK #1
NO
NO
NO
Turbid
Turbid
Clear
Clear
NO
Clear
Clear
SEDIMENT POND
NO
NO
NO
Turbid
Turbid
Turbid
Clear
NO
Clear
Turbid
MS @ UL
NO
NO
NO
Turbid
Very Turbid
Clear
Clear
NO
Clear
Turbid*
MS INLET UL
NO
NO
NO
Turbid
NO
NO
Clear
NO
Dry
Turbid
POND #2
Clear
I Clear
Clear
Clear
NO
NO
NO
NO
NO
Turbid"
STREAM @ DCR
NO
NO
NO
NO
NO
Clear
DEy
NO
D
NO
UL @ DCR
NO
NO
NO
NO
Turbid
NO
NO
Turbid
Turbid
Clear
Womble Creek to UL
NO
NO
NO
NO
NO
NO
NO
Clear
Clear
Clear
MV CREEK MIDPOINT
NO
NO
NO
NO
NO
NO
NO
NO
Turbid
Clear
NOTES: NO = NOT OBSERVED
IDENTIFIED LEAK IN SEDIMENT POND; " POND #2 RECENTLY CLEANED OUT
0

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11 ..... .....
W
NN,
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SCALE 1:24000
0 1 MILE
1000 0 1000 2000 31300 4000 5000 6000 7000 FEET
1 .1 0 1 KILOMETER
CONTOUR INTERVAL 10 FEET
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�.� ` tl41~ � n f � x r, � � : � � �- M. Ri���r�} ji 0. � �� - , �s y�,� 7 �• � R�,.M
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z� MAYC� -'�'CK
SCALE APPROX 1 INCH = 2,400 FEET ENVIRONMENTAL
FIGURE 2: VICINITY AERIAL PHOTOGRAPH
MERRITT GRAVEL, INC.
3200 DAMASCUS CHURCH ROAD
CHAPEL HILL, NC 27616

370
_ 4010 {
BICHARDyl RTr3row
BARDSON / 390 106M ULMW ROGER{C _ f
RCIIMDIONA MACE j 1QWPEL IAR fiACE URIVERSffYOFNC
-
rH PEL AvAMU C2751 i CHAPEI HILL
-. CHAPEL MlLLNC.=761T WO RAY AVE (SR iSlj ��'
+ 'AU%TROMOEVAARDW 430+
` ti
380 Drainage Feature / l AIM AWLER POW BTnSP= +Bs
CWJMCmM EL MB_I"Ila NDIN ELWOOD r
~ \ I �- 101 HARRMONCT
----- --^"------------------- —
� r � Bottom of Fill = - — —
y f
y Top of Fill
4 376 i MIIIM 11LA�Ep) R 1
1W160UR6 NC.215Y ! e \\
BTT WUM §
noA1mE NULBA a +II{
, Y1-NIMLE RD
CHAPEL rnLLMwmea,x
400
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y 1x MORTMVALLEY PA /
- LOUl7B11NG MC BTai 1 !/ ,� ��'—� �!, f•-
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An SMMM LEVEL RD
450
CK EL ILL Me M11
4�
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\ 470 YEARITT TONYVBLYNE
\ aT06WR11EVEl RD
\ aao CHAPEL HILL MC?7511
`- 490 - ' /
C RA6f'AE'E BED[yESL W
CHAPEL
—1
Scale !'= 60'
Legeno
E*mW Lbw PHwrl4' L.r.
— —
IM,w, v- P."Ih L- L E�L.mwsA
A4—d PmpwV Lb
aaew
CoI
'
d.w Par
10. Tepppl . U.
De 4" Ru D,h+'AI,1
o
i
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v�
hPn Llrw AnI TpoQpn I
.
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D.—ey Pulp L—Wa ,
` —asa
1
470 ! \
470
j iAAITT7RhF4 FIRM
EY A
1002SIMTH LEVEL RD
CHAPEL MILL MC.MS
4
1
490 soo
50O I

CREEK #1 @ MS
MS @ CREEK #1
SEDIMENT BOND ,� MS ABOVE P #1
U MS @ UL
STREAM @ UL
MS MIDPOINT I T
MAIN ; TREAM (Ms) � �� ✓ P#i OUTLET
r Ic
4 7-
QUARRY POND #1
�I
MS INLET UL' EDIMENT OND �
FILL P#1 @ INLET MS POND #t �.��-
i_ _ -
i �, i� FIELD — )/// �O
g BOG AREA 1 WELL /i
j
J P���� OR �• i P#1 @ DW /� ;r t w
uj
! POND #2 �POND
P#1 @ ROAD
— — — — — — _-_ — _ #1 @ ROAD
j STREAM @ DCR
B Ott CREEK I
A pRITCHARDS
I i GJS
S
UL @ DCR
LAKE @ DCR 1 WOM E POND
LAKE
WOMBLE CREEK i
WOMBLE CREEK TO UL
--ti
500
YC*/ C K
1000 FT. A4A� 'ENVIRONMENTAL
SCALE �� FIGURE 4: SAMPLE POINTS MAP
MERRITT GRAVEL, INC.
3200 DAMASCUS CHURCH ROAD
CHAPEL HILL, NC 27516

SEDIMENT
i
MS INLET UL
M: 113 1
H: 326
M: 120
MS @ UL L: NA
H: 3,690
M: 143 `
L:2,200 `I
i
III � •� ^� �
1 w
R i
�ooJ z
r96
CREEK MIDPOINT
B
A ARDS M1LL GRE — — — _ — — ;5
\1
UL @ DCR
H: NA
M: NA
L: 188
RAINFALL (72 HOURS)
HIGH: AUGUST 27, 2008: 5.0912 INCHES
MID-. MARCH B, 2008: 1.77 INCHES
LOW: SEPTEMBER 8, 2009: 0.04 INCHES
FECAL COUNT NUMBERS IN CFU
FECAL STANDARD 50 CFU
G/ —SEDIMENT
i � I
% 1 FIELD _!
I! i. BC
i•
WOMBLE CREEK
H: 26,100
M- NA M5 5BOV�
�- L.200
w
P#10UTLET
M: 840
N TREAM (MS)
I QUARRY POND #1
P#1 INLET h/lS
FILL M: 33 POND #1 C
�_��----H:770 i`1fa
M: 28 / i a
AREA _ l L: <4.0
4
1 / j ( �
l
ti
LPpND #2~
WOMBLE POND
/ POND #1 @
/ H:9,360
M:463
L: DRY
STREAM @ DCR
H: 6,200
M: 556
L: DRY
1 �
n WOMBLE CREEK TO UL
M:216
r---�
MA%.-�Y�,7,F,)CIS
ENVIRONMENTAL
0 500 1000FT.
_
FIGURE 5: FECAL COUNT VERSUS RAINFALL
SCALE
MERRITT GRAVEL, INC.
3200 DAMASCUS CHURCH ROAD
CHAPEL HILL, NC 27616

�.
�,
..
r
--
__ ._
:I^-

®® m m® m m m m m m m m mIMI m
B
A
RAINFALL (72 HOURS)
HIGH: AUGUST 27, 2008: 5.0912 INCHES
LOW: SEPTEMBER 8, 2009: 0.04 INCHES
TSS TOTAL SUSPENDED SOLIDS IN mglL
T TURBIDITY IN NTU
TSS STANDARD 20 mg1L
TURBIDITY STANDARD 50 NTU
Q4
Q
�6�
i
WOMBLE CREEK TO' UL
T- 6.8
0 500 1000 FT.
SCALE
NUYC', . *V C K
ENVIRONMENTAL
FIGURE 6: TSS & TURBIDITY VERSUS RAINFALL
MERRITT GRAVEL, INC.
3200 DAMASCUS CHURCH ROAD
CHAPEL HILL, NC 27616

FECAL COUNT VERSUS RAINFALL
26,100
> 6,000 9,360 3,690 5,700 2,200
1000
900 —
8006 -
7005 — !
600 13 Pond #1 at DCR
5004 0 Pond#1
4003 ❑ MS @ Creek #1
3002 MS UL
200 0 MS Inlet UL
'1 r
100 — RAINFALL ill clie
00
Nov 5 Nov 15 Mar 8 Aug 27 Oct 3 Nov 4 Sep 8
07 07 08 08 08 08 09
FECAL COUNTS IN CFU
RAINFALL IN INCHES
MAYqL-,,q1i!)CK
'ENVIRONMENTAL
FIGURE 7: FECAL COUNT VERSUS RAINFALL
MERRITT GRAVEL, INC.
3200 DAMASCUS CHURCH ROAD
CHAPEL HILL, NC 27616
No

TSS
& TURBIDITY VERSUS
RAINFALL
350
300
U)
r
250
r
HIGH RAIN EVENT; 5.0912 INCHES
o
0
200
0 Aug 27 08
150,:
..
Q
=°°
LOW RAIN EVENT 0.04 INCHES
U)
100
-
0Sep 809
0
50
f
0
600
500
400
- -
z
300
¢.
RAINFALL TOTALS FOR 72 HOURS
200
-
100
}
T
''`"
*)CIS
ENVIRONMENTAL
MS Creek
M5 UL
UL @ DCR Womble MV Creek
FIGURES: TSS & TURBIDITY VERSUS RAINFALL
Mt=RRITT GRAVEL, INC.
#1
Creek Midpoint
3200 DAMASCUS CHURCH ROAD
CHAPEL HILL, NC 27616

I
I
1
0
i
I
1
1
1

mm mm m m mm m m m m m m m®® aim 0

a03/11/2008 12.86 9194653950 LMSL r-wuc UIf0.)
EMSL Analytical, Inc,
110a-A Aviation Parkway. Morr#sville, NC 275611
Phone: (919) 46fi.140C Fa:: (919) 4gg.3900 Email;
a Attn:
Rabin Haycock
mci emriromental contractors
PO Box 27052
Raleigh, NC 27611-7052
Prolect:
Fac
Phone: [phone]
Customer ID:
H=lm
Customer PO:
EMSL OrtW:
29NO1298
EMSL Prop:
Recetva l:
03/Dt TWB 12:46 PM
Ana"Is Dale:
03/11MM
Repon Date:
03111I2008
' Microbiol ical Analysis: Fecal Coliform Membrane Filtration Technique)
09 Y f 4 )
Method: SAM9222 0 for Water Samples
Serve Sampling Location Amount Reeehned Amount Sampled Fecal Colform
DamMme Collected mL ML CF1J1100ml
zM012MI-Mf MerrlttOueny 100 100 46.%
Pile Road
2MO1298-M MerrdtOuatry 100 100 20
Pot fth1
29MO1299-0003 Merritt Quarry 100 100 "0
Pot OU"
'29NO12040004 Merrttl Quarry 100 100 Mi
P#f duo! MS
'290601298-A005 1ltenlil Quarry 100 100 AS
MS Above P01
2WW12964M IMerrtttOUMN 100 100 190
so&"enl Pond
29=12w-"7 may Quarry 100 100 11 R
MS h+la1 UL
Alan Goldstein, Ph.D., Laftit"Manager
or Ocher approved slgnmn
rMrA MAlt r 1.0 Pape I
0
I

03/11/2008 12:06 919465395b
EMSL Analytical, Inc.
1i01-A Aviation Parkway, Morrisville. NC 27560
Pho"9: (9191 4e5.3900 Fart: [phone] E-mail: tqlr m r
1 Attn: Robin Maycock
mcl emiromental contractors
1 PO Box 27052
Raleigh, NC 27611-7052
1 Praject:
Fax:
P hone: [phone]
Customer ID:
+Mal rn
Customer PO:
EMSL Order:
29NO12M
EMSL Prof:
Recehred:
030812008 12AS PN1
Ane"i9 Date:
03t11/20N
Report Date:
0311 t 1200&
1 Microbiological Analysis: Fecal Coliform (Membrane Filtration Technique)
Method: SM-92U D for Water Samples
' 5i"o Sarnov Lomion Amount Reeahmd Amount Sampled Fecal Conform
I7 vffhne Ooltected rrrL mL CFU1100ml
2908Cr290-0a708 Mwrpt Quarry 100 100 14.14
MS Uidootnl
2MO1288-om Merrin Quarry 100 100 556
sc earn a OCR
I`The 1g,4 of deteclion is equal to 1 1; U1100 nd of sample en111y3ed. CFU = cdony (arm,ng vN1. NA = not appllt:able; TNTC ¢ too numerous to roam!, The test
jreWts contained wt"n this report meet the requtrerstents at NELAC Urdms otherwise nDmd. Samples received in good condition unless otherwlso noted.Th1S
howl relates only to the samples sported and may r+o1 be reproduced, 9=e% to fun, vriftut mitten avprovaf by EMSL.
I
0
Alan OokWeln. Ph,D.. Laboratory Manager
or other iwpruvW signatory
EMSL MR 19+ 1.o Pape 2
1

1 03/11/2088 12:06 9194653950 EMS r"tar- Val uj
CtierR t►orfti< cn-wwna staia Tact IMt119 Fecal Cabrom Nsemples: 9
Order. 2906012% P,aK-d;
' Dlapc>�Ithyn: AiaearodtarS/7rl008
CIK13 �. �ir1.I C1 icy.
Phone: 919-46"900 For Lab use only
' Fax: [phone] S &v\,?(.ErL 0ta1c,u4S 5 7-",o7
MirRnRT0 .nr:v.—rHATN n>F r_rlP%TnnV
11
r
1
Company: ffi&jCpCg
Cote: R0(3itZ fot j
Phone: 441R -Q;j aE
Address: PD1g,0_A ,
Bill ta: (ABZ Qr T 6M
Fax: CA ...
City: �FLFx tf
2 00 Cu C-6 !F-
State: iV G
E-mail:
Zip: a fD I l - --P52-
Y.wOV-0 e- .c.rr
att en:
Sampe #
Sample Type
Air Voiume (Q.
Area jam
Semple Locaban
Analysis
uested 1
Turn Amumd
Trne '
Conn ants
43 a (20*0
EE� 600
CtxMsT
P#
lrs MS
5WI MUIST
ut
AAS Ler u
M5 r4%0
STDPCv
(2) TURN AROUND TIME It turn wound ttrmp is not chosen standard tum around time appiles( a + DAYS)
Applies to total fungal spore count. Tung( by direct examtnaWn and endotozin ansWs.
3 hour 1 6 hour 1 24 hour 1 48 hour 1 72 hour 1 4 day 1 5 day 1 S+days
1 TYPES OF ANALYSES
M001 Total Fungal Spore Count Air-0-Cell M014 Enaotoxin Analysis
M002 Total Fungal Spore Count Cyclex-i M015 Heterotrophic Plate Count
003`TotatftjarSpum CamarBurkam •TbWrC T1 orm (Prey w— or sence) PrA
M004 Total Fungal Spare Count Ailergenco M Total Cot' ne Filtration Tech,) MFT
M030 Total Fungal Spore Count Micro 5
019 Fecal Cc form (M
PMO-2-07ecal
M043 Total Fungal Spore Count Cyclex
5 p Ccu3 (MFT}
M041 Fungi, Direct Exam
M021 E. calf (MFT)
M005 Viable Fungi ID and Count from air sample
M022 E. coli (PIA)
MOD6 Viable Fungi ID and Count W/Group Speciation
M023 Legionella
M007 Culturable Fungi
M025 Sewage Screen
M008 Culturable Fungi W/Group Speciation
M026 Recreational Water
M009 Bacterial Count & Gram Stain
M027 Mycotoxin Analysis
M010 Bacterial Count and ID 3 Most Prominent
M028 Cryptococcus neafonnans _
Mal Bacterial Count and ID 5 Most Prominent
M033-39 Allergen Testing
M013 Sewage Contamination in Buildings
(please specify allergen(s) to be tested)
M012 Pseudomonas aeruginoss Analysis/\ r"\
M044 Group Allergen Test
Page � Of f Relinquished by: _Date;6� Time: ��3� FM
Sampie(s) received in ,� �— 0 3-0 8- 0 8 12 = 4 0 R C V D
good candMon? M (N) Received by: GA�y Date: 0 � %di Time:
Discernable field blank
sutm►ittW7 M (N) Relinquished by: Date: Time:
1 EMSL.COC.Ver 3,3
Received by: Date: Time:
I

M
v
Tr FrUrITEST
6701 Conference Drive
Page 1 of 2
Raleigh, NC 27607
Telephone: [phone]
NC" Cert. #: 067
'
Fax: [phone]
NCIDW Cert. #: 37731
'
Laboratory Report
— Prepared for ---
ROBIN MAYCOCK
Report Date:
913/2008
MAYCOCK ENVIRONMENTAL
Date Received:
812712008
PO BOX 27052
'
RALEIGH, NC 27611-7052
Work Order#:
0808-02091
Project No.: Cust. Code: MA1789
Project ID: MERRITf QUARRY Cust. P.O.#:
FSample ID Date Sampled Time Sampled Matrix Sample Type Condition
1 STREAM @ DCR 812712008 12:25 SW Grab 4 +1- 2 deg C
Analyzed
Test Performed Method Results Date Time Qualifier
E. Coll; MF
SM 9222B
6200 mpn 8127108 16:45
9b. Sample ID Date Sampled ' Time Sampled Matrix Sample Type Condition
002 #2 STREAM @ UL 812712008 12:40 SW Grab 4 +1- 2 deg C
Analyzed r
Test Performed Method Results Date Time Qualifier
E. Coli; MF SM 92228 3690 mpn 8127108 16:45
1�. Sample ID Dale Sampled Time Sampled Matrix Sample Type Condition
03 #3 SEDIMENT POND 812712008 12:55 SW Grab 4 +1- 2 deg C
Analyzed
Test Parformed
Method
Results
Date Time
Qualifier
-'
E. Coli; MF
SM 9222B
326 mpn
8/27108 16:45
�.
Sample ID
Date Sampled
Time Sampled Matrix
Sample Type
Condition
004 #4 MS@ CREEK #1
8/2712D08
13:20 SW
Grab
4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time
Qualifier
E. Coli; MF
SM 9222E
26100 mpn
8/27/08 16:45
fSample ID Date Sampled Time Sampled Matrix Sample Type Condition
�5 POND #1 8/27/2008 13:50 SW Grab 4 +1- 2 deg C
Analyzed
Test Performed Method Results Date Time Qualifier
E. Coll; MF SM 9222B 770 mpn 8127108 16:45

I
Telephone: [phone]
Fax: [phone]
I
VRJEST
6701 Conference Drive
Raleigh, NC 27607
Laboratory Report
Work Order ##: 0808-02091
Page 2 of 2
NCNM Cert. #: 067
NC1DW Cert. #: 37731
No. Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
�06 P #1 @ ROAD 8/27/2008 13:55 5W Grab 4 tl- 2 deg C
Analyzed
. Test Performed Method Results Date Time Qualifier
E. Coll; IVIF 5M 9222B 9360 mpn 8/27108 16:45
I
1
0
1
Hevlewed by:
■
for Tritest, Inc.

f
is iTOOT ® o�
6701 r'uuli•rviwe Drive, Ral0gli, NC 27607
ph: (719) &44.49X4 ra%; (gtct) 834•64t)7
NCWW Cmla67, NC11W -'Orig37731
Chain ofcustocty
Report Results 'I*o: Bill To:
Company;_�A'_'�C�X-�.��lL�i.` t 2L,r�•in�9 +:r �]�� '�; � � i'�ZCt��' �
Address:
���`C`�t �_ ►vG _ a."7t7c�1.!—�r�t��Q��� C.U�' c.,*c ��
Atln: 120 S.f A-4 C'caC_1i-C. L
Phone: � r, — � ` � Fax: -Xp1 -17 �� G( tci _ Y 3�-
Sampled by (sicgnattire):
M M ®Q
Tritest w.O.aU
Project Reference: �LtTT+2R�
Project Number:
Purchase Order #:
X,Standard Report Delivery
❑ Rush Report Delivery (W1 surcharge)
"rtu5h 1un,tk:19 amLftl In piu, ;{rIjNnY:SI by Itul L11 rnkny
Requested Due Date:
Sample Description
a4 r•V
C !
G-a
Start Onto
Start TIr710
End Data
End Time
Matrix
ww,r" r.w
Analyses Requested
Tritaat
Sample#
ST um G DC: ram
'
�1
_l.S
~zoo
�
` -FF Ca
� CiYVI U
C
--
A.;
•9-3 d` � d
Ms k
C7
r�-)'a
lin�,glul;;hr.Y1 by `sit ,;,, bl;)i
" I r'rtulsltEMt by [cisul;nurul �
iil,url(lur;;ucat ; ---- __E.rcEIlYEsIayrt':e(Jlla,ll1/:1
iiry:ErY-1 by �tlluaun,)
wufl}w9n ny t:;lprudulni
_
o:,ul S/
rime
Receipt Conditions (Lab Use Only)
El4.2°C ❑ Temp: "C
Res. Chlorine ❑Absent ❑ Present ❑ n/a
Acid reser.by <2? ❑ Yes ❑ No ❑ n/a
Base preserv, ni2? ❑ Yes ❑ No ❑ n/a
Date
r+mu
❑;jl[,
mu

UR Ob TEST
1
Telephone: [phone]
' Fax: [phone]
6701 Conference Drive
Raleigh, NC 27607
Laboratory Report
-- Prepared for ---
ROBIN MAYCOCK
MAYCOCK ENVIRONMENTAL
PO BOX 27052
RALEIGH, NC 27611-7052
Page 1 of 2
NCfWW Cert. #: 067
NCIDW Cert. M 37731
Report {late: 9/16/2008
Date Received: 8/2712008
Worts Order #: 0808-02092
Project No.: Cust. Cade: MA1789
Project ID. MERRITT QUARRY Cust. P.O.#:
No. Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
1
001 #1 LAKE 8/27/2008 12:10 SW Grab 4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date
Time
Qualifier
Total Suspended Solids
SM 2540D
84.0 mg1L
912108
12:31
Turbidity
EPA 180.1
159 NTU
8127108
16:20
Solids
EPA 160.5
<0.1 mUL
8128108
11:06
aSettleable
pH
EPA 150.1
7.16 S.U.
912108
10:45
Total Kjeldahl Nitrogen
EPA 351.2
0.39 mg1L
9112108
12:54
'Nitrate
-Nitrite
Total Nitrogen Calculation
EPA 353.2
CALCULATION
0.29 mglL as N
0.68 mglL
913108
9/12/08
8:28
12:54
Total Phosphorus
EPA 365.4
<0.05 mg1L
9/11108
15:11
pH disclaimer
Exceeds holding time.
912108
10:24
No. Sample ID
Date Sampled Time Sampled Matrix
Sample Type
Condition
002 #2 STREAM @UL
8127/2008 12:40
SW
Grab
4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date
Time
Qualifier
Total Suspended Solids
SM 2540D
300 mg1L
912108
12:31
Turbidity
EPA 180.1
568 NTU
8/27108
16:20
Settleable Solids
EPA 160.5
<0.1 mL1L
8128108
11:06
pH
EPA 150.1
6.98 S.U.
912108
10:45
Total Kjeldahl Nitrogen
EPA 351.2
0.36 mglL
9112108
12:54
Nitrate -Nitrite
EPA 353.2
0.22 mg1L as N
913108
8:28
Total Nitrogen Calculation
CALCULATION
0.58 mg1L
9112108
12:54
Total Phosphorus
EPA 365.4
0.20 mglL
9111108
15:11
pH disclaimer Exceeds holding time. 912108 10:24
Co. Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
003 #3 SEDIMENT POND 8/27/2008 12:55 SW Grab 4 +1- 2 deg C
Analyzed
Test Performed Method Results Date Time Qualifier
Total Suspended Solids SM 2540D 109 mglL 912108 12:31
Turbidity EPA 180.1 330 NTU 8127108 16:20

tr
U
i Rh` T E S T
1
Telephone: [phone]
Fax: [phone]
r
6701 Conference Drive
Raleigh, INC 27607
Laboratory Report
Work Order #: 0808-02092
Page 2 of 2
NC1WW Cert. #: 067
NC1DW Cert. #. 37731
FOL
Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
#3 SEDIMENT POND 812712008 12:55 SW Grab 4 +1- 2 deg C
Analyzed
Test Performed Method Results Date Time Qualifier
Settleable Solids
EPA 160.5
<0.1 mUL
8/28/08
11:06
'pH
EPA 150.1
6.94 S.U.
912108
10:45
Total Kjeldahl Nitrogen
EPA 351.2
<0.25 mg1L
9112108
12:54
Nitrate -Nitrite
EPA 353.2
0.11 mg1L as N
913108
8:28
Total Nitrogen Calculation
CALCULATION
0.27 mg1L
9112108
12:54
Total Phosphorus
EPA 365.4
0.06 mg/L
9111108
15:11
pH disclaimer
Exceeds holding time.
912108
10:24
to.
Sample 1D
Date Sampled Time Sampled Matrix
Sample
Type Condition
004 #4 MS @ CREEK 91
8127/2008 13:20
SW
Grab
4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date
Time Qualifier
'Total
Suspended Solids
SM 2540D
219 mg1L
912108
12:31
Turbidity
EPA 180.1
430 NTU
8127/08
16:20
Settleable Solids
EPA 160.5
<0.1 mL1L
8128108
11:06
pH
EPA 150.1
6.87 S.U.
912108
10:45
Total Kjeldahl Nitrogen
EPA 351.2
0.63 mgll_
9/12/08
12:54
Nitrate -Nitrite
EPA 353.2
0.24 mg1L as N
913108
8:28
Nitrogen Calculation
CALCULATION
0.87 mg1L
9112108
12:54
tTotal
Total Phosphorus
EPA 365.4
0.15 mg1L
9111108
15:11
pH disclaimer
Exceeds holding time.
912108
10.24
1
Reviewed by:
for Yrilest, Inc.

T ® ® ® ® r rs rs ra r r rr rr r
h'nrerl?rice, Raleigh. vC 27607
ph: (9191 8.14.49FA fat; [phone] Cha* of Custody Tritest W.O.ii
NGWW Cer[N67. NCDW Cerv*7731
Report Results To: Bill To:
Company: !vltA-1 Gc cie t5NJA&&I2kZ'--ff
Address:
PIMA;s [�.Z c-t-yz-O
Attn:n.�C.
Phone: -�7 ! Iry j �j2.,`0, - -
Sampled by (signature): p4zi4&Z 22 �Cn[G
Project Reference: A�—a1-,-�-r- �-_ •
Project Number:
Purchase Order #:
CX' Standard Report Delivery
❑ Rush Report Delivery (w1 surcharge)
"Fl,mh imoi*m ale woioa :o o:qr aWGVai by the LabuIotcry
Requested Due Date:
Sample Description
C ,.a
Gae
Start Date
Start Time
End Date
End Time
Matrix
7ww,S-C—
Analyses Requested
TrilesF
SampEex
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C
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Date
' a-7b
Date
Tma
s% U
iane
Refmqu:yred tyy (Signaitse)
Recetved try (signature}
Date
Time
Receipl Conditions (Lab Use Only)
❑ 4±2°C ❑ Temp: °C
Res. Chlorine ❑ Absent ❑ Present ❑ nla
Acid preserv, <2? ❑ Yes ❑ No ❑ n/a
Base preserv.>12? ❑ Yes ❑ No ❑ nfa

�mple Analysis Requested Sample Comp/
Nn• Type Grab I Container
INVER
IBM
Ins
SWISS
INN
maims
Malmo
INAMI
MWASI
C/G . PI
CIG PI
CIG Pi
1 COMRMNTS:
�J
SAMPLE PROFRVATION CHECK -IN SHEEr
Data . ,, .Time S �_ r
Temp:
RwtG CD TITU USM Vmxj GC U?S
Preservative
Chlorine I Non HCL1 _41.H2SO4
HNO3
NaOH Thio
OTHER
Pos l ieg ',None DHCL H2$04
EN03
NaOH
Thio I
OTHER
Pos / neg
ne HCL H2SO4
HNO3
NaOH.
Thio
OTHER
Pos 1 neg No
e HCL H2SO4 J'HNO3
NaOH
Thio,
OTHER
Pos I neg
NC,
e HCL H2SO4
HNO3
NaOH
Thio
OTHER
Pos / neg
Nc
o HCL H2SO4
HNO3.
NaOH
Thio
OTHER
Pas / neg
N
e HCL H2SO4
HNO3
NaOH
Thio
OTHER
Pos I neg
N
e HCL H2504
HNO3
NaOH
Thio
OTHER
Pos 1 neg
No
HCL I H2SO4
HNO3
NaOH
Thio
OTHER
Pos 1 neg
Noe
HCL j'H2SO4
HNO3
Na0H
Thio
OTHER
Pos / neg
No e HCL H2SO4
HNO3
Na0H
TWO
OTHER
Pos"/,neg
. N e HCL H2SO4
HNO3
NaOH
Thio
OTHER
Pos 1 neg
ne I HCL H2SO4
HNO3
NaOH
Thio
OTHER
Pos 1 neg
None HCL 742ST
DHNO3
NaOH
Thio
OTHER
Pos / neg
None HCL I H2S
HNO3
NaOH
Thio
OTTER
Pos 1 ne
None- HCL H25
HNO3
NaOH
Thio
OTHER
Pos 1 -
None HCL H2
HNO3, NaOH
Thio
OTHER
Pos neg
None 'HCL H2SO4 EN03
NaOH
Thio
OTHER
Pos / neg
None HCL H2SO4. HNO3 NaOH, 'Thio
OTHER
Pos ! neg
None HCL • H2SO4 I HNO3 I NaOH
I Thio
I OTHER
1

'
C
VROUTEST
1
Page 1
6701 Conference Drive
of 2
Raleigh, NC 27607
Telephone: [phone]
NC1WW Cert. M 067
'
Fax: [phone]
NCIDW Cert. M 37731
Laboratory
Report
— Prepared for ---
'
ROBIN MAYCOCK
Report Date:
10110/2008
MAYCOCK ENVIRONMENTAL
Date Received:
1013/2008
PO BOX 27052
'
RALEIGH, NC 27611-7052
Work Order#:
0810-00598
Project No.: Gust, Cade: MA1789
Project ID: MERRITT QUARRY Cuss. P.O.#:
rSample ID Date Sampled Time Sampled Matrix Sample Type Condition
01 STREAM @ VL 101312008 10:00 SW Grab 4 +1- 2 deg C
Analyzed
Test Performed Method Results Date Time Qualifier
Fecal ColiformslMF SM 9222D 45 CFU1100mL 1013108 14:00
lRo. Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
002 SEDIMENT POND 1013/2008 10:10 SW Grab 4 +1- 2 deg C
Analyzed
Test Performed Method Results Date Time Qualifier
Fecal ColiformslMF SM 9222D 230 CFU1100mL 1013108 15:20
Ate.. .. ....��
1o. Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
03 STREAM @ DCR 10/3/2008 9:45 SW Grab 4 +1- 2 deg C
Analyzed
Test Performed Method Results Date Time Qualifier
Fecal CofiformslMF SM 9222D 500 CFU1100mI- 1013108 15:20
10. Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
004 MS @ CREEK 1 101312008 9:25 SW Grab 4 +1- 2 deg C
Analyzed
Test Performed Method Results Date Time Qualifier
Fecal ColiformslMF SM 9222D 14 CFU1100mL 10/3108 15:20
o. Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
105 POND 1 101312008 9:35 SW Grab 4 +1- 2 deg C
Analyzed
Test Performed — Method Results Date Time _ _ Qualifier
Fecal Coliforms/MF SM 9222D 3 CFU1100mI- 10/3108 15.20

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
) V u e t Raleigh Regional Office
FILE ACCESS RECORD
SECTION DATEMME
NAME REPRESENTING
Guidelines for Access: The staff of the -Raleigh Regional Office is dedicated to making public
records in our custody readily available to the public for review and copying. We also have the
responsibility to the public to safeguard these records and to cany out our day-to-day program
obligations. Please read carefully the following before signing the form.
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment for file review so you can be accommodated.
Appointments are scheduled between 9:00 a.m. and 3:00 p.m. Monday —Thursday. Viewing
time ends at 4:00 p.m. Anyone arriving without an appointment may view the files to the
extent that time and staff supervision are available.
2. You must specify files you want to review by facility name or incident number, as appropriate.
The number of files that you may review at one appointment will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is 2.5 cents for ALL copies if making more than 25 copies - there is no charge if
less than 25 copies are made_ Payment is to be made by check, money order, or cash in the
administrative offices.
4. FILES MUST BE KEPT IN THE ORDER YOU RECEIVED THEM. Files may not be taken
from the office. No briefcases large totes etc. are permitted in the file review area. To
remove, alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for
which you can be fined up to $500.00.
5. In accordance with General Statute 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
6. The customer must present a photo ID, sign -in, and receive a visitor sticker prior to reviewing
files.
FACILITY NAME
2.
3.
4.
5.
Z'et .r �Izv�
CP-
�ryatl .6r'Le 1 j-\S la
Signature and Name o rmlBusiness Date
Please attach a businefs card to this form #available
I d�
06,
Time In
COUNTY
I ' 610
Time Out

GLENN, MILLS, FISHER AND MAHONEY, PA.
ATTORNEYS AT LAW
WILLIAM S. MILLS
5TEWART W. FISHER
CARLOS E. MAf IONEY
IESSICA E. LEAvEN
OFF COUW1L
R0BERT B. GLENN. IR.
• CI:Rnnw TRIAL ATToRNErs
NATIONAL BOARD OF TRIAL Auvocncr
Matthew D. Quinn
Law Offices of F. Bryan Brice, Jr.
5 West Hargett Street, Suite 200
Raleigh, NC 27601
SUITE 709, SOUTHBANK BLamrNG
400 WEST MAIN STREET
DURHAM, NORTH CAROLINA 27701
www.8mr-law corn
July 28, 2010
REPLY TO:
POST OFFICE DRAWER 3865
ZIP CODE 27702.38G5
TiupHom- (919) 6832135
FAcsiwm (919) GBS-9339
Re: Janie Ilene Merritt and Tony Wayne Merritt v. Jeffrey Alan Faatz and Piper Faatz
09 CVS 1964 - Orange County
Dear Matt:
Thank you for your time by telephone yesterday. This letter confirms that an inspection of
your clients' properties will occur on Friday, August 13, 2010 at 1:00 pm.
With your clients' consent, Lauren Witherspoon and Autumn Hoban Romanski from the
NC Division of Water Quality will be present at the inspection. They will examine and take
samples from the pond and creek at 870 Smith Level Road, Chapel Hill, NC 27516,
I understand that your clients object to Mr. Faatz's attendance at the inspection. I conferred
with my clients, and Piper Faatz will most likely attend the inspection in lieu of her husband.
If you have any questions, please give me a call.
With best wishes, I am
YOYXS truly,
Carlos E. Mahoney
CEM:kam 7
cc: Jeff and Piper Faatz
Lauren Witherspoon (via email)

' v
O
IMOUTEST
1 6701 Conference Drive Page 2 of 2
Raleigh, NC 27607
' Telephone: [phone] NCIWW Cert. M 067
Fax: [phone] NCICW Cert. M 37731
1 Laboratory Report
1
0
I
1
0
I
1
Reviewed by:
for Tritest, In �. J
Work Order #: 0810-00598

ph: 19) 8 4-49 4 rax. Raleigh, -6 276[i7 Ch o f Custody Tritest W.O.q
ph: (9191 83a-.i9fi-t fax: {9191 liiJ-6d97
NCWW Cori#67. NCDW Ccriv37731
Report Results To: Bill To:
Companv:_1A`
Address:
Attn: (Zo& N M�� GC-L<
Phone: r �' — �v %�li? Fax: '-7{c:( —! -78C1
Sampled by (signature):
Project Reference: /0 Ca-li2t r 7 QuA,,zr2 v
Project Number:
Purchase Order #:
0 Standard Report Delivery
❑ Rush Report Delivery (wl surcharge)
-Fwh ploi xCis Aw fol4w :D WY approval ny we tnW. iwi
Requested Due Date:
Sample Description
C.a4we
Gm
Start Date
Start lime
End Date
End Time
Matrix
wn. pw. Sw
aw. W.
Analyses Requested
rritesl
Samp[e�l
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Time
Receipt Conditions (tab Use Only)
Res. Chlorine ❑ Absent ❑ Present ❑ n/a
Acid preserv. <2? ❑ Yes ❑ No ❑ n/a
Base preserv, a t 2? ❑ Yes []No ❑ nla
Rcknqulsnccr by (Srgna.ure)
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SAMPLE
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6 " 3_` r3 Time: 141
Temp:
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TTS
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Sample
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Container
Chlorine
Preservative
None
11CL
H2SO4
HNO3
NnOH
Thio
OTHER
r
/
C I
PIG
Pos I neg
None
HCL
112SO4
HNO3
NaOH
T
io
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Z
C 1
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Pos 1 n
None
HCL
142SO4
HNO3
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io
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3
c/ci
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HCL
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C 1
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Pos / n
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HCL
142SO4
HNO3
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Thio
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C /
/ G
Pas / n
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C /
P / G
Pos I ne
None
HCL
H2SO4
I-IN03
NaOH
Thio
y
OTHER
C / G
P 1 G
Pos I neg
None
HCL
H2SO4
HNO3
NaOH
Thio
1
OTHER
C / G
PIG
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C I G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
PIG
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
-Thio
OTHER
C / G
P / G
Pos I neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
PIG
Pos I neg
None
HCL
H2SO4
HNO3
NaOH
'Thio
OTHER
C / G
PIG
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
1-12SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos I neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C 1 G
P / G
Pos I neg
None
HCL
H2SO4
I-IN03
NaOH
Thio
OTHER
C / G
P 1 G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
COMMENTS:

C
00
TRITEST
'
6701 Conference Drive
Page 1 of 2
Raleigh, NC
27607
Telephone: [phone]
NCIWW Cert. M.
067
1
Fax: [phone]
NCIDW Cert. #:
37731
Laboratory
Report
'
-- Prepared for ---
'
ROBIN MAYCOCK
Report Date:
11111120081
MAYCOCK ENVIRONMENTAL
Date Received:
1114/2008
PO BOX 27052
'
RALEIGH,NC 27611-7052
Work Order#:
0811-00187
Project No.:
Cust. Code:
MA1789
Project ID: MERRITT QUARRY
Cust. P.O.#:
Sample ID
Date Sampled
Time Sampled Matrix
Sample Type
Condition
�o.
01
P#1 OUTLET
11/4/2008
9:55 SW
Grab
4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time
Qualifier
Fecal ColiformslMF
SM 9222D
32 CFU1100mL
1114108 14:05
10.
Sample ID
Date Sampled
Time Sampled Matrix
Sample Type
Condition
002
MS INLET UL
111412008
10:30 SW
Grab
4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time
Qualifier
.
Fecal CowormslMF
SM 9222D
390 CFU1100mL
11/4108 14:05
Sample ID
Date Sampled
Time Sampled Matrix
Sample Type
Condition
Jo.
03
P#1 @ DW
1114/2008
11:00 SW
Grab
4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time
Qualifier
Fecal ColiformslMF
SM 9222D
5200 CFU1100ml-
1114108 14.05
to.
Sample ID
Date Sampled
Time Sampled Matrix
Sample Type
Condition
004 P#1 @ ROAD
111412008
11:15 SW
Grab
4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time
Qualifier
Fecal ColiformslMF
SM 9222D
5700 CFU1100ml-
1114/08 14:05

0
0
I
' Telephone: [phone]
Fax: [phone]
1
Reviewed by:
V
1 for Tritest, In .
7ROOTEST
6701 Conference Drive
Raleigh, NC 27607
Laboratory Report
Work order#: 0811-00187
Page 2 of 2
NCAOVW Cert, M 067
NCIDW Cert. M 37731

I :
aRiTFST Chain of Custody
6701 Conference Drive. Raleigh, NC 27607
ph: [phone], lax: [phone]
NCWW Cert#67, NCDW 0er1137731
6624 Gordon Road, Unit G, Wilmington, NC 28411
ph: [phone], fax: [phone]
NCWW Cerin75, NCDW Cert#37721
r( 6300 Ramada Dr., Suite C2, Clemmons, NC 27012
'ph: [phone], fax: [phone]
NCWW Certa103. NCDW CertQ7733
Report Results To:
lompany:hl-Wcrie, C--NV%(Z .- JAWWCt-
Address:inV �C>4 .2-7GC.3Z
Rttm
Ii�l��77+L��tiCiy tt rNL �2'7 � i i =� 2
horse: i - -74,
Max: —/C11 -
sampled by (signature):
Mv-< .2t7'T Ct'.u- �2
A-T--tn1 -k5v`4 MtnGtLak-7 1
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Tritest W.O. if U i'/1 _4 1
Project Reference:
N`cA {u c7
Project Number:
Purchase Order 0:
Standard Report Delivery
7 Rush Report Delivery (wlsumharge)
"Rush projects are sublect to Prior approval by
the laboratory
Requested Due Date:
Sample Description
owVO Nor
GrabStar1t�Time.`G
Start Date
End,Date
Matrix
Analyses Requested
Ttltest
End Time
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Date`J
Time
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Received by (signature)
Date
Time
Relinquished by (signature)
Received by (signature)
Date
Time
Receipt Conditions (Lab Use Only)
� 4.t2`C i- Ternp: °C
Re Chlorine:
Absent w Present :: n/a
Acid preserv. < 2 ?
Yes :: No 7 n/a
Base preserv. > 12?
Yes -- No n/a

1
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'
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SAMPLE
PRESERVATION CHECK -IN SHEET
WOO:
Checked in by:
Date:
e
Time:
Temp:
4 t
Route:
CD TT'S
TTPU I USM
FEDa
I GC UPS
'Prescrs•af
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Container
Chlorine
%c
None
IICL
H2SO4
HNO3
Na011
'Thin
OTHER
C 1
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Pas / ne
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HNO3
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Thi
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I G
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Pos 1 ne
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Pos / neg
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None
HCL
HCL
H2SO4
1,12SO4
IIN03
IIN03
NaOH
NaOH
Thio
"Thio
OTHER
OTHER
C / G
P / G
Pos / neg
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HCL
H2SO4
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Thio
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C / G
P / G
Pos / neg
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HCL
H2SO4
HNO3
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'
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P / G
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1.12SO4
HNO3
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Thio
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Pos / neg
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HCL
H2SO4
HNO3
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Thio
OTHER
C / G
P / G
Pos / neg
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HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C 1 G
I P / G
Pos I neg
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HCL
H2SO4
HNO3
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Thio
OTHER
C / G
P 1 G
Pos / neg
None
HCL
H2SO4
I-IN03
NaOH
Thio
OT14ER
C / G
P / G
Pos I neg
None
HCL
H2SO4
HNO3
Na01-1
Thio
OTHER
BC
/ G
PIG
Pos I neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
C / G
P / G
Pos I neg
None
HCL
H2SO4
HNO3
Na01-1
Thio
OTHER
'
C 1 G
P / G
Pos I neg
None
HCL
H2SO4
HNO3
NaOI-1
Thio
OTHER
C / G
P / G
Pos / ncg
None
HCL
H2SO4
HNO3
NaOli
Thio
OTHER
'
C I G
P / G
Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
COMMENTS:
1

' o Page 1 of 2
TruTEST0
Laboratory Report
Lob Locotion V Lab Locals r 'C' Lab Location 'Ifs'
CNVW Cert.#: 067 NC1DW Cart.#. 37731 NCIWW Cert.#: 103 NC1DW Cert.#: 37733 lW NCW Cerl.#: 075 NC1DW Cert.#: 37721
6701 Conference Dr, Raleigh, NC 27W7 6300 Ramada Dr. Suite C2, Clemmons. NC 27012 6624 Gordon Rd, Unit G, Wilmington, NC 28411
Ph: (919) 834-49U Fax: [phone] Ph: [phone] Fax: [phone] Ph: [phone] Fax: [phone]
' Project No.: Report Date: 4130/2009
Project ID: MERRITT QUARRY Date Received: 4/17/2009
--- Prepared for --
ROBIN MAYCOCK
MAYCOCK ENVIRONMENTAL Work Order # 0904-01315
PO BOX 27052 Cust. Code: MA1789
RALEIGH, NC 27611-7052 Cust. P.O.#:
Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
100�1 WOMBLE CREEK @ PL ON UL 4/1712009 11:55 SW Grab 4 +1- 2 deg C
,Test Performed Method Results Lab Loc DaV'-FWW ' Qualifier
Turbidity
EPA 160.1
9.2 NTU
R
4117109
16:30
Total Dissolved Solids
SM 2540C
109 mg1L
R
4123109
11:23
1 Specific Conductance
EPA 120.1
120 umhoslcm
R
4124/09
10.24
PH
EPA 150.1
7.19 S.U.
R
4122109
10:05
Total Organic Carbon
SM 5310C
4.56 mg1L
R
4120109
17:47
'Fecal CollformslMF
SM 9222D
23 CFU1100mL
R
4117/09
15:15
pH disclaimer
Exceeds holding time.
R
4122109
10:22
Nitrite
EPA 353.2
<0.02 mglL as N
R
4117109
15:13
Nitrate
EPA 353.2
0.69 mglL as N
R
4117109
16:13
Iron
EPA 200.8
1.16 mglL
R
4121109
14:23
Calcium
EPA 200.8
8.48 mglL
R
4/21/09
9:44
Magnesium
EPA 200.8
2.75 mglL
R
4/21109
9:44
1 Total Phosphorus
EPA 365.4
<0,05 mglL
R
4124109
10:54
Total Kjeldahl Nitrogen
EPA 351.2
0.75 mg1L
R
4123109
19:40
EPA 200.8
3.12 mg1L
R
4/21109
9:44
'Potassium
Sulfate
Hach 8051
18.6 mg/L
R
4124109
13:10
o.
1 002
Sample ID
SOIL SAMPLE
Date Sampled
4117/2009
Time Sampled
11:55
Matrix
Soil
Sample Type
Grab
Condition
4 +1- 2 deg C
M Test Performed Method Results Lab Loo Daired ime - Qualifier
iota! Urgantc l:arpon
Percent Dry Weight
SIIII 031at,;
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77.7 %
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Work order #., 0904-01315
1
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Page 2of2
NCIM Cert. M 067
NCIDW Cart. M 37731

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6701 Conference Drive, Raleigh, NC 27607
ph: [phone] fax: [phone]
NCWW Cert # 67, NCDW Cert # 37731
Chain oftustoay
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❑ Standard Report Delivery
❑ Rush Report Delivery (wl surcharge)
Note: Rush projects are subject to prior approval by Lab
Page 1 of 1 Requested Due Date:
Report Results To: Bill Results To: � 11111111111111111111111
MAYCOCK ENVIRONMENTAL
PO BOX 27052 a? Z_rJ2� 4904-01315
RALEIGH, NC 27611-7052 85 Project Reference: MERRITT QUARRY
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Re by (signature
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For Lab Use Only:
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Relinquished by (signature)
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Relinquished by (signature
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Date
Time
❑ Temp: C

Lab Loccilan 'R'
1CMIW Cert.#: 067 NCIDW Cert.#: 37731
6701 Conference Or. Raleigh, NC 27607
Ph: [phone] Fax: [phone]
Project No.:
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Laboratory Report
Rage 1 of 2
Lab LOcalran 'C' Lab LocGlian 'W'
NCIWW Cert.#: 103 NCIDW Cert.#. 37733 NCIWW Cert.#: 075 NCIDW Cert.#: 37721
6300 Ramada Or, Suite C2, Clemmons, NC 27012 6624 Gordon Rd, Unit G, Wilmington, NC 28411
Ph: [phone] Fax: [phone] Ph: [phone] Fax: [phone]
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Project ID: MERRIT QUARRY
--- Prepared for —
ROBIN MAYCOCK
MAYCOCK ENVIRONMENTAL
PO BOX 27052
RALEIGH, NC 27611-7052
Report Date: 911612009
Date Received: 9/8/2009
Work Order #: 0909-00484
Cust. Code: MA1789
Cust. P.O.#:
rrw+4
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40. Sample ID
Date Sampled Time Sampled Matrix
Sample Type
Condition
001 MS @ CREEK #1
9/812009 10:30
WW
Grab
4 +1- 2 deg C
Test Performed
Method
Results
Lab Loc Daxediime Qualifier
PH
Total Suspended Solids
EPA 150.1
SM 2540D
6.56 S.U.
12.0 mg1L
R 9111109
R 919109
8:15
8:25
Total Dissolved Solids
SM 2540C
114 mg1L
R 919109
14:00
Turbidity
EPA 180.1
91.5 NTU
R 919109
15:00
Fecal ColiformslMF
SM 9222D
200 CFU1100mL
R 918109
17:23
pH disclaimer
Exceeds holding time.
R 9111109
8:06
�a. Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
002 MS @ UL 91812009 11:00 WW Grab 4 +1- 2 deg C
Test Performed
Method
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azedTime-- Qualifier
Lab Loc pqV
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EPA 150.1
7.33 S.U.
R 9/11109 8:15
Total Suspended Solids
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SM 2540D
SM 2540C
2.4 mg/L
122 mg1L
R 919109 8:25
R 919109 14:00
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1.4 NTU
R 919109 15:00
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SM 9222D
2200 CFU1100mL
R 918/09 17:23
pH disclaimer
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R' 9/11/09 8:06
,No,
Sample ID
003 UL @ DCR
Date Sampled Time Sampled Matrix
918/2009 11:30 WW
Sample Type Condition
Grab 4 +1- 2 deg C
®
Test Performed
Method
Results
Lab Loc a&7edTime Oualifier
0 pH
EPA 150A
6.37 S.U.
R
9/11/09
8:15
Total Suspended Solids
SM 2540D
33.0 mg1L
R
919109
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Total Dissolved Solids
SM 2540C
106 mg/L
R
919109
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1 Turbidity
EPA 180.1
73.0 NTU
R
919109
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SM 9222D
188 CFU1100mL
R
918109
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PH disclaimer
Exceeds holding time.
R
9111109
8:06

0
0
Telephone: [phone]
Fax: [phone]
7ROOTEST
6701 Conference Drive
Raleigh, NC 27607
Telephone: [phone]
Fax: [phone]
Laboratory Report
Work Order #: 0909-00484
Page 2 of 2
NC/WW Cert. M 067
NC1DW CerL M 37731
No. Sample iD
Date Sampled
Time Sampled Matrix
Sample Type Condition
004 WOMBLE CREEK TO UL
91812009
11:65 WW
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Performed
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EPA 150.1
7.29 S.U.
R 9111109 8:15
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SM 2540D
9.1 mg1L
R 919109 8:25
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SM 2540C 122 mg/L
R
919109
14:00
'Turbidity
EPA 180.1 6.8 NTU
R
919109
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SM 9222D 216 CFU1100mL
R
918109
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pH disclaimer
Exceeds holding time.
R
9111109
8:06
So. Sample ID
Date Sampled
Time Sampled Matrix
Sample Type
Condition
005 MONTERY VALLEY CR @ MIDPT
9/812009
13:50 WW
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Test Performed
Method
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Lab toc ,yea t zed -----
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6.52 S.U.
R 9111109
8:15
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SM 2540D
29.2 mglL
R 919109
8:25
Total Dissolved Solids
SM 2540C
104 mg1L
R
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72.0 NTU
R
919109
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1 Fecal ColiformslMF
SM 9222D
96 CFU1100mL
R
918109
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pH disclaimer
Exceeds holding time.
R 9111109
8:06
o. Sample ID
Date Sampled Time Sampled Matrix
Sample Type
Condition
006 POND #1
9/8/2009 10:10 WW
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4 +1- 2 deg C
Test Performed
Method
Results
Lab Loc Da�ZedTime Qualifier
Fecal ColiformslMF
SM 92220
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R 918109 17:23
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for Tritest, In .

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6701 Conference Drive, Raleigh, NC 27607 ❑ Standard Report Delivery
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NCWW Cert # 67, NCDW Cert # 37731 Note: Rush projects are subject to prior approval by Lab
Page i of t Requested Due Date:
Report Results To: Bill Results To: 11111111111111111111111111111111111111111111111111
MAYCOCK ENVIRONMENTAL R ED S H CEN OST
PO BOX 27052 2 09U9-00484
RALEIGH, NC 27611-7052 EORGE, VA ,, Project Reference
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CO"AMENTS:

' Page 1 of 1
-U TEST
Laboratory Report
Lab Location 'K' Lab Location 'C' Lab Location 'll"
' NCrWW Cen.#: 067 NGDW Cen.#: 37731 NC+VWYCars.#: 103 NCfI]W Cert.#: 37733 NCM/W Ceri #: 075 NC70W Cent,#: 37721
6701 Conference Dr, Raleigh. NC 27607 6300 Ramada Dr, Suite C2. Gemmons, NC 27012 5624 Gordon Rd, Unit G. Wilmington, NC 28411
Ph; (919) 8344984 Fax: [phone] . Ph(336) 766-7846 Fax: [phone] Ph; [phone] Fax: [phone]
Project No.: Report Date: 11/2412009
Project ID: MERRITT QUARRY Date Received: 11116/2009
1
Prepared for --
' ROBIN MAYCOCK
MAYCOCK ENVIRONMENTAL Work Order M 0911.01075
PO BOX 27052 Cust. Code: MA1789
' RALEIGH, NC 27611-7052 Cust. P.O-#_
No. Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
001 MS INLET UL 1111W2009 14:10 WIN Grab 4 +1- 2 deg C
I
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Test Performed
Method
Results
Lab Loc
Da� Time Qualifier
pH
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6.94 S.U.
R
11/18/09 13:14
Total Suspended Solids
SM 26400
17.8 m L
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11117109 13:00
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SM 2640C
136 mg1L
R
11/17109 14:42
Turbidity
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45.4 NTU
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11/17/09 14:45
Fecal ColiforrnsW
SM 9222D
350 CFU1100mL
1,
11116/09 17:01
PH disclaimer
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R
11/18109 8:29
0
0
Reviewed by:
1 for Tritest, Inc,

Chain of Custody Tritest W.O. #: 0911-01075
6701 Conference Drive, Raleigh, NC 27607 ❑ Standard Report Delivery
ph: [phone] fax: [phone] ❑ Rush Report Delivery (wl surcharge)
NCWW Cert # 67. NCDW Cert # 37731 Note: Rush projects are subject to prior approval by Lab
Page 1 of 1 Requested Due Date:
Report Results To: Bill Results To: III�flIlhlI�1��h!iIlIII!11111111111111111111111
MAYCOCK ENVIRONMENTAL MERRIT QUARRY
PO BOX 27052 OS11-01075
RALEIGH, NC 27611-7052 3200 DAMASCUS Project Reference: MERRITT QUARRY
RALEIGH, NC 27611-7052 Project Number:
Attn: ROBIN MAYCOCK Attn: TONY MERRITT 932-5623 Purchase Order #:
Phone: Fax: [phone]
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I
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STATE CLIMATE OFFICE OF NORTH CAROLINA
NC CRONOS Database
Data retrieval from KIGX - Chapel Hill -Williams Airport
for 2007-10-30 thru 2009-11-20 (753 days)
753 records for this period of record (100% data available)
Date
Number of Records
Compiled
daily SUM of 2m Hourly
Precipitation (in)
10/30/2007
24 (100%)
10/31 /2007
24 (100%)
11/1/2007
24 (100%)
0.0001
11/2/2007
24 (100%)
11/3/2007
24 (100%)
11/4/2007
24 (100%)
_
11/5/2007
24 (100%)
11/6/2007
24 (100%)
0.0002
11/7/2007
24 (100%)
11/8/2007
24 (100%)
11/9/2007
24 (100%)
0.0002
11/10/2007
24 (100%)
0.0001
11/11/2007
24 (100%)
11/12/2007
24 (100%)
0.0101
11/1312007
24 (100%)
0.0001
11/14/2007
24 (100%)
0.0102
11/15/2007
24 (100%)
0.4601
11/16/2007
24 (100%)
11/17/2007
24 (100%)
11/18/2007
24 (100%)
11/19/2007
24 (100%)
0.0201
11/20/2007
24 (100%)
0.01
11 /21 /2007
24 (100%)
11/22/2007
24 (100%)
0.03
11/23/2007
24 (100%)
11/24/2007
24 (100%)
11/25/2007
24 (100%)
0.0804
11 /26/2007
24 (100%)
0.0801
11/27/2007
24 (100%)
11 /28/2007
24 (100%)
11 /29/2007
24 (100%)
_
11/30/2007
24 (100%)
12/1/2007
24 (100%)
1202007
24 (100%)
12/3/2007
24 (100%)
0.0503
12/4/2007
24 (100%)
12/5/2007
24 (100%)
0.0002
12/6/2007
24 (100%)
12/7/2007
24 (100%)
0.0002
12/8/2007
24 100%
I

I
0
I
0
1
9
1
1
12/9/2007
24 (100%)
12/10/2007
24 (100%)
0.01
_
12/11/2007
24 (100%)
12/12/2007
24 (100%)
12/13/2007
24 (100%)
0.0104
12/14/2007
24 (100%)
0.0001
12/15/2007
24 (100%)
0.5605
12/16/2007
24 (100%)
0.3302
12/17/2007
24 (100%)
12/18/2007
_
24 (100%)
12/19/2007
24 (100%)
0.0301
12/20/2007
24 (100%)
12/21 /2007
24 (100%)
0.0502
12/22/2007
24 (100%)
12/23/2007
24 (100%)
0.09
12/24/2007
24 (100%)
_
12/25/2007
24 (100%)
12/26/2007
24 (100%)
1.1502
_
12/27/2007
24 (100%)
12/28/2007
24 (100%)
0.0105
12/29/2007
24 (100%)
0.1501
12/30/2007
24 (100%)
1.7102
12/31/2007
24 (100%)
0.01
1/l/2008
24 (100%)
1 /212008
24 (100%)
0.0002
1/3/2008
24 (100%)
1/4/2008
24 (100%)
1/5/2008
24 (100%)
1/6/2008
24 (100%)
_
1/7/2008
24 (100%)
1 /8/2008
24 (100%)
1/9/2008
24 (100%)
1/10/2008
24 (100%)
0.0704
1 / 11 /2008
24 (100%)
0.0102
1/12/2008
23 (96%)
1/13/2008
24 (100%)
0.0001
1/14/2008
24 (100%)
1/15/2008
24 (100%)
1/16/2008
24 (100%)
1/17/2008
24 (100%)
0.4704
1/18/2008
24 (100%)
1/19/2008
24 (100%)
0.1808
1/20/2008
24 (100%)
1 /21 /2008
24 (100%)
1/22/2008
24 (100%)
0.0806
1/23/2008
24 (100%)
1 /24/2008
24 (100%)
1/25/2008
24 (100%)
1/26/2008
24 (100%)
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1/27/2008
24 (100%)
1/28/2008
24 100%
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1
0
1
1
I
1 /29/2008
24 (100%)
0.0001
1 /30/2008
24 (100%)
0.0901
1 /31 /2008
24 (100%)
2/l/2008
24 (100%)
0.8902
2/2/2008
24 (100%)
2/3/2008
24 (100%)
0.0001
2/4/2008
24 (100%)
0.0103
2/5/2008
24 (100%)
0.01
2/6/2008
24 (100%)
0.0102
2/7/2008
24 (100%)
2/8/2008
24 (100%)
2/9/2008
24 (100%)
2110/2008
24 (100%)
2/11/2008
24 (100%)
2/12/2008
24 (100%)
0.9701
2/13/2008
24 (100%)
0.3405
2/14/2008
24 (100%)
0.0002
2/15/2008
24 (100%)
2/16/2008
24 (100%)
2/17/2008
24 (100%)
0.0002
2/18/2008
24 (100%)
0.3403
2/19/2008
24 (100%)
2/20/2008
24 (100%)
2/21 /2008
24 (100%)
0.0205
2/22/2008
24 (100%)
0.2305
2/23/2008
24 (100%)
2/24/2008
24 (100%)
0.0402
2/25/2008
24 (100%)
0.0103
2/26/2008
24 (100%)
0.3903
2/27/2008
24 (100%)
2/28/2008
24 (100%)
2/29/2008
24 (100%)
3/1/2008
24 (100%)
3/2/2008
24 (100%)
3/312008
24 (100%)
3/4/2008
24 (100%)
1.5702
3/5/2008
24 (100%)
0.03
3/6/2008
24 (100%)
_
3/7/2008
24 (100%)
1.38
_
3/8/2008
24 (100%)
0.39
3/9/2008
24 (100%)
3/10/2008
24 (100%)
3/11/2008
24 (l 00%)
3/12/2008
24 (100%)
3/13/2008
24 (100%)
3/14/2008
24 (100%)
0.0001
3/15/2008
24 (100%)
0.8404
3/16/2008
24 (100%)
0.0102
3/1712008
24 (100%)
3/18/2008
24 (100%)
3/19/2008
24 100%
0.2701
1

I
I
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1
0
0
1
3/20/2008
24 (100%)
0.0001
3/21 /2008
24 (100%)
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3/22/2008
24 (100%)
3/23/2008
24 (100%)
3/24/2008
24 (100%)
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3/25/2008
24 (100%)
3/26/2008
_
24 (100%)
3/27/2008
24 (100%)
3/28/2008
24 (100%)
3/29/2008
24 (100%)
0.0405
3/30/2008
24 (100%)
0.2307
3/31/2008
24 (100%)
0.9103
4/1/2008
24 (100%)
0.0707
4/2/2008
24 (100%)
4/3/2008
24 (100%)
0.45
4/4/2008
24 (100%)
1.0803
4/5/2008
24 (100%)
0.2807
4/6/2008
24 (100%)
0.1102
4/7/2008
24 (100%)
0.01
4/8/2008
24 (100%)
4/9/2008
24 (100%)
4/10/2008
24 (100%)
4/11/2008
24 (100%)
4/12/2008
24 (100%)
0.0402
4/13/2008
24 (100%)
_
0.01
4/14/2008
24 (100%)
0.0105
_
4/15/2008
24 (100%)
0.01
4/16/2008
24 (100%)
0.01
4/17/2008
24 (100%)
0.01
4/18/2008
24 (100%)
4/19/2008
24 (100%)
0.0205
4/20/2008
24 (100%)
0,0203
4/21 /2008
24 (100%)
0.0002
4/22/2008
24 (100%)
0.0105
4/23/2008
24 (100%)
0.26
4/24/2008
24 (100%)
4/25/2008
24 (100%)
0.24
4/26/2008
24 (100%)
0.0001
4/27/2008
24 (100%)
0.4804
4/28/2008
24 (100%)
0.8005
4/29/2008
24 (100%)
0.01
4/30/2008
24 (100%)
5/1/2008
24 (100%)
5/2/2008
24 (100%)
5/3/2008
24 (100%)
0.0002
5/4/2008
24 (100%)
5/5/2008
23 (96%)
0.0102
5/6/2008
24 (100%)
5/7/2008
24 (100%)
0.01
5/8/2008
24 (100%)
0.0404
5/9/2008
24 100%0
0.6701

7
1
0
n
1
5/10/2008
24 (100%)
0.01
5/11/2008
24 (100%)
1.0401
5/12/2008
23 (96%)
0.0002
5/13/2008
24 (100%)
5/14/2008
24 (100%)
5/15/2008
24 (100%)
0.5906
5/16/2008
23 (96%)
0.6101
5/17/2008
24 (100%)
5/18/2008
24 (100%)
0.4903
5/19/2008
24 (100%)
0.01
5/20/2008
24 (100%)
0.23
5/21/2008
24 (100%)
0.01
5/22/2008
24 (100%)
5/2312008
24 (10D%)
0.0001
5/24/2008
24 (100%)
0.0103
5/25/2008
24 (100%)
5/26/2008
24 (100%)
5/27/2008
24 (100%)
0.0702
5/28/2008
24 (100%)
0.3106
5/29/2008
24 (100%)
5/30/2008
24 (100%)
5/31/2008
24 (100%)
0.0002
6/1/2008
24 (100%)
0.0501
6/2/2008
24 (100%)
6/3/2008
24 (100%)
0.0102
6/4/2008
24 (100%)
6/5/2008
24 (100%)
6/6/2008
24 (100%)
6/7/2008
24 (100%)
6/8/2008
24 (100%)
6/9/2008
24 (100%)
6/10/2008
24 (100%)
6/11/2008
24 (100%)
6/12/2008
24 (100%)
6/13/2008
24 (100%)
6/14/2008
24 (100%)
0.0002
6/15/2008
24 (100%)
0.0102
6/16/2008
24 (100%)
0.26
6/17/2008
24 (100%)
0.01
6/18/2008
24 (100%)
6/19/2008
24 (100%)
0.0001
6/20/2008
24 (100%)
6/21/2008
24 (100%)
0.0602
6/22/2008
24 (100%)
0.0203
6/23/2008
24 (100%)
0.4704
6/24/2008
24 (100%)
6/25/2008
24 (100%)
6/26/2008
24 (100%)
6/27/2008
24 (100%)
0.02
6/28/2008
24 (100%)
6/29/2008
23 96%a
0.4101
1

I
1
6/30/2008
24 (100%)
0.6601
7/1/2008
24 (100%)
7/2/2008
24 (100%)
0A001
7/3/2008
24 (100%)
7/4/2008
20 (83%)
7/5/2008
24 (100%)
2.39
7/6/2008
24 (100%)
0.5904
7/7/2008
24 (100%)
0.02
7/8/2008
24 (100%)
_
0.1601
7/912008
24 (100%)
0.1801
7/10/2008
24 (100%)
0.0103
_
7/11/2008
24 (100%)
0.01
7/12/2008
24 (100%)
7/13/2008
24 (100%)
7/14/2008
24 (100%)
0.1702
7/15/2008
24 (100%)
7/16/2008
24 (100%)
7/17/2008
24 (100%)
7/18/2008
_
24 (100%)
0.0101
7/19/2008
24 (100%)
1.2202
7/20/2008
24 (100%)
7/21/2008
24 (100%)
7/22/2008
24 (100%)
0.0001
7/23/2008
24 (100%)
0.1305
7/24/2008
24 (100%)
0.0101
7/25/2008
24 (100%)
0.0001
7/26/2008
24 (100%)
7/27/2008
22 (92%)
0.0001
7/28/2008
10 (42%)
7/29/2008
24 (100%)
0.0001
7/30/2008
24 (100%)
0.0102
7/31 /2008
24 (100%)
0.1901
8/1/2008
24 (100%)
0.01
802008
24 (100%)
0.0001
8/3/2008
24 (100%)
8/4/2008
24 (100%)
8/5/2008
24 (100%)
8/6/2008
24 (100%)
8/7/2008
24 (100%)
8/8/2008
24 (100%)
8/9/2008
24 (100%)
8/10/2008
24 (100%)
0.2401
8/11/2008
24 (100%)
8/12/2008
24 (100%)
8/13/2008
24 (100%)
0.2504
8/14/2008
24 (100%)
0.01
8/15/2008
24 (100%)
1.0301
8/16/2008
24 (100%)
0.01
8/17/2008
24 (100%)
0.0001
8/18/2008
24 (100%)
8/19/2008
24 100%
0.01
I

I
I
7
1
0
0
1
8/20/2008
24 (100%)
0.1201
8/21/2008
24 (100%)
8/22/2008
24 (100%)
8/23/2008
24 (100%)
8/24/2008
24 (100%)
8/25/2008
24 (100%)
0.0303
8/26/2008
24 (100%)
0.2607
8/27/2008
24 (100%)
_
4.8002
8/28/2008
24 (100%)
8/29/2008
24 (100%)
8/30/2008
24 (100%)
0.48
8/31/2008
24 (100%)
0.4701
9/112008
24 (100%)
9/2/2008
24 (100%)
0.01
9/3/2008
24 (100%)
9/4/2008
24 (100%)
0.01
9/5/2008
24 (100%)
0.3102
9/6/2008
24 (100%)
4.6501
9/7/2008
24 (100%)
9/8/2008
24 (100%)
0.01
919/2008
24 (100%)
0.0001
9/10/2008
24 (100%)
0.6705
9/11/2008
24 (100%)
9/12/2008
24 (100%)
0.25
9/13/2008
24 (100%)
9/14/2008
24 (100%)
0.01
9/15/2008
24 (100%)
_
9/16/2008
24 (100%)
1.4804
9/17/2008
24 (100%)
0.0101
9/18/2008
24 (100%)
0.01
9/19/2008
24 (100%)
9/20/2008
24 (100%)
9/21 /2008
24 (100%)
9/22/2008
24 (100%)
0.0102
9/23/2008
24 (100%)
9/24/2008
24 (100%)
9/25/2008
24 (100%)
0.1703
9/26/2008
24 (100%)
0.5404
9/27/2008
24 (100%)
0.0701
9/28/2008
24 (100%)
9/29/2008
24 (100%)
0.01
9/30/2008
24 (100%)
0.1604
10/1/2008
24 (100%)
0.3202
10/2/2008
24 (100%)
0.01
10/3/2008
24 (100%)
10/4/2008
24 (100%)
0.01
10/5/2008
24 (100%)
0.02
10/6/2008
24 (100%)
10/7/2008
24 (100%)
10/8/2008
22 (92%)
0.0101
10/9/2008
24 100%a
0.0205
1

1
0
0
0
10/10/2008
24 (100%)
0.0101
10/11/2008
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10112/2008
24 (100%)
10/13/2008
24 (100%)
0.01
10/14/2008
24 (100%)
0.01
10/15/2008
24 (100%)
10/16/2008
24 (100%)
0.01
10/17/2008
24 (100%)
0.3401
10/18/2008
24 (100%)
0.1801
10/19/2008
24 (100%)
10/20/2008
24 (100%)
10/21/2008
24 (100%)
10/22/2008
24 (100%)
10/23/2008
24 (100%)
10/24/2008
24 (100%)
0.0006
10/25/2008
24 (100%)
0.1306
10/26/2008
24 (100%)
10/27/2008
24 (100%)
0.0001
10/28/2008
24 (100%)
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0.01
10/29/2008
24 (100%)
10/30/2008
24 (100%)
10/31/2008
24 (100%)
1111 /2008
24 (100%)
11/2/2008
24 (100%)
11/3/2008
24 (100%)
0.16
1114/2008
24 (100%)
0.5606
11/5/2008
24 (100%)
0.01
11 /6/2008
24 (100%)
11/7/2008
24 (100%)
11/8/2008
24 (100%)
0.0103
11 /912008
24 (100%)
11 /10/2008
24 (100%)
11/11/2008
24 (100%)
11/1212008
24 (100%)
11/13/2008
24 (100%)
0.1602
11/14/2008
24 (100%)
0.6602
11/15/2008
24 (100%)
0.4802
11/16/2008
24 (100%)
11/17/2008
24 (100%)
11/18/2008
24 (100%)
11/19/2008
24 (100%)
11 /20/2008
24 (100%)
11 /21 /2008
24 (100%)
0.0203
11/22/2008
24 (100%)
11/23/2008
24 (100%)
11 /24/2008
24 (100%)
0.2002
11/25/2008
24 (100%)
0.1501
11 /26/2008
24 (100%)
11 /27/2008
24 (100 %)
11/28/2008
24 (100%)
11 /29/2008
24 100%
0.0701
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1
1
1
1
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1
11 /30/2008
24 (100%)
0.9403
12/1/2008
24 (100%)
12/2/2008
24 (100%)
12/3/2008
24 (100%)
12/4/2008
24 (100%)
0.0001
12/5/2008
24 (100%)
12/6/2008
24 (100%)
0.11
12/7/2008
24 (100%)
12/8/2008
24 (100%)
12/9/2008
24 (100%)
0.0003
12/10/2008
24 (100%)
0.1504
12/11/2008
24 (100%)
1.3604
12/12/2008
24 (100%)
0.33
12/13/2008
24 (100%)
12/14/2008
24 (100%)
12/15/2008
24 (100%)
12/16/2008
24 (100%)
0.0306
12/17/2008
24 (100%)
0.0104
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24 (100%)
0.02
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12/19/2008
24 (100%)
0.02
12/20/2008
24 (100%)
0.2204
12/21/2008
24 (100%)
0.6301
12/22/2008
24 (100%)
12/23/2008
24 (100%)
12/2412008
24 (100%)
0.0002
12/25/2008
24 (100%)
0.43
12/26/2008
24 (100%)
0.0002
12/27/2008
24 (100%)
0.0101
12/28/2008
21 (88%)
0.1402
12/29/2008
24 (100%)
0.0302
12/30/2008
23 (96%)
12/31/2008
21 (88%)
111 /2009
24 (100%)
1/2/2009
24 (100%)
0.0304
1/3/2009
24 (100%)
1 /4/2009
24 (100%)
0.3602
1/5/2009
24 (100%)
1 /6/2009
24 (100%)
0.9202
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1/7/2009
22 (92%)
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1 /8/2009
24 (100%)
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1/9/2009
23 (96%)
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1/10/2009
24 (100%)
1/11/2009
24 (100%)
0.0802
1/12/2009
23 (96%)
1/13/2009
17 (71 %)
1/14/2009
22 (92%)
1/15/2009
24 (100%)
1/16/2009
24 (100%)
1/17/2009
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1/18/2009
24 (100%)
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1/19/2009
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1
1
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1 /20/2009
24 (100%)
0.0509
1 /21 /2009
24 (100%)
1/22/2009
24 (100%)
1/23/2009
24 (100%)
1/24/2009
24 (100%)
0.0002
1/25/2009
24 (100%)
1/26/2009
24 (100%)
1 /27/2009
24 (100%)
0.0803
_
1/28/2009
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24 (100%)
0.3904
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1 /29/2009
24 (100%)
1/30/2009
24 (100%)
1/31/2009
24 (100%)
2/1/2009
24 (100%)
2/2/2009
22 (92%)
0.14
2/3/2009
24 (100%)
0.1604
2/4/2009
24 (100%)
2/5/2009
24 (100%)
2/6/2009
24 (100%)
2/7/2009
24 (100%)
2/8/2009
23 (96%)
2/9/2009
24 (100%)
2/10/2009
23 (96%)
2/11/2009
24 (100%)
0.0002
2/12/2009
24 (100%)
2/13/2009
24 (100%)
2/14/2009
23 (96%)
2/15/2009
24 (100%)
2/16/2009
24 (100%)
0.0007
2/17/2009
24 (100%)
2/18/2009
24 (100%)
0.5103
2/19/2009
24 (100%)
0.01
2/20/2009
24 (100%)
2/21/2009
24 (100%)
2/22/2009
24 (100%)
0.0002
2/23/2009
24 (100%)
2/24/2009
24 (100%)
2/25/2009
24 (100%)
2/26/2009
24 (100%)
2/27/2009
24 (100%)
0.0303
2/28/2009
24 (100%)
0.6303
3/1/2009
24 (100%)
1.2601
3/2/2009
24 (100%)
0.1405
3/3/2009
23 (96%)
3/4/2009
24 (100%)
3/5/2009
24 (100%)
3/6/2009
24 (100%)
3/7/2009
23 (96%)
3/8/2009
24 (100%)
3/9/2009
24 (100%)
3/10/2009
21 (88%)
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22 92%
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1
1
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3/12/2009
24 (100%)
3/13/2009
24 (100%)
0.4704
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24 (100%)
0.7902
3/15/2009
24 (100%)
0.7002
3/16/2009
24 (100%)
0.2304
3/17/2009
24 (100%)
0.01
3/18/2009
24 (100%)
3/19/2009
24 (100%)
0.46
3/20/2009
24 (100%)
3/21/2009
24 (100%)
3/22/2009
24 (100%)
3/23/2009
24 (100%)
3/24/2009
24 (100%)
3/25/2009
24 (100%)
0.0707
3/26/2009
24 (100%)
0.3607
3/27/2009
24 (100%)
0.3303
3/28/2009
24 (100%)
0.7
3/29/2009
23 (96%)
0.0001
3/30/2009
24 (100%)
3/31/2009
24 (100%)
4/112009
24 (100%)
0.0003
4/2/2009
23 (96%)
0.3105
4/3/2009
24 (100%)
0.3002
4/412009
24 (100%)
4/5/2009
24 (100%)
416/2009
24 (100%)
0.1803
4/7/2009
21 (88%)
4/8/2009
23 (96%)
0.0001
4/9/2009
24 (100%)
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0.0001
4/10/2009
24 (100%)
0.35
4/11/2009
24 (100%)
4/12/2009
24 (100%)
4/13/2009
24 (100%)
0.0006
4/14/2009
24 (100%)
0.2407
4/15/2009
24 (100%)
0.0204
4/16/2009
23 (96%)
4/17/2009
24 (100%)
4/18/2009
24 (100%)
4/19/2009
24 (100%)
0.0106
4/20/2009
24 (100%)
0.3801
4/21 /2009
24 (100%)
0.0101
4/22/2009
24 (100%)
4/23/2009
24 (100%)
4/24/2009
24 (100%)
4/25/2009
24 (100%)
4/26/2009
23 (96%)
4/27/2009
24 (100%)
4/28/2009
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24 (100%)
413012009124
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24 100%
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5/2/2009
24 (100%n)
0.0003
5/3/2009
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5/4/2009
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0.5101
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24 (100%)
0.4408
5/6/2009
23 (96%)
0.4303
5/7/2009
24 (100%)
0.1603
5/8/2009
24 (100%)
0.0001
5/9/2009
24 (100%)
0.21
5/10/2009
24 (100%)
0.01
5/11/2009
24 (100%)
0.1206
5/12/2009
24 (100%)
5/13/2009
23 (96%n)
5/14/2009
24 (100%)
0.6004
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24 (100%)
0.01
5/16/2009
24 (100%)
0.0202
5/17/2009
24 (100%)
0.161
5/18/2009
24 (100%)
0.1
5/19/2009
24 (100%)
5/20/2009
24 (100%)
5/21/2009
23 (96%)
_
0.0001
5/22/2009
24 (100%)
5/23/2009
24 (100%)
_
5/24/2009
24 (100%)
0.0403
5/25/2009
24 (100%)
0.0201
5/26/2009
22 (92%)
0.4303
5/27/2009
24 (100%)
_
5/28/2009
24 (100%n)
0.9202
5/29/2009
24 (100%)
0.2201
5/30/2009
24 (100%)
5/31/2009
24 (100%)
0.0402
6/1/2009
24 (100%)
6/2/2009
24 (100%)
6/3/2009
24 (100%)
6/4/2009
24 (100%)
2.5001
6/5/2009
23 (96%)
1.3604
6/6/2009
23 (96%)
6/7/2009
24 (100%)
6/8/2009
23 (96%)
0.01
6/9/2009
24 (100%)
0.69
6/10/2009
24 (100%)
0.1002
6/11/2009
24 (100%)
0.9001
6/12/2009
23 (96%)
0.0001
6/13/2009
24 (100%)
0.01
6/14/2009
24 (100%)
0.0001
6/15/2009
24 (100%)
0.0302
6/16/2009
24 (100%)
0.201
6/17/2009
24 (100%)
0.1009
6/18/2009
24 (100%)
0.0103
6/19/2009
24 (100%)
6/20/2009
24 (100%)
6/21 /2009
23 96%

�l
11
11
1
1
6/22/2009
23 (96%)
6/23/2009
23 (96%)
6/24/2009
23 (96%)
-
6/25/2009
24 (100%)
6/26/2009
24 (100%)
6/27/2009
24 (100%)
6/28/2009
24 (100%)
6/29/2009
24 (100%)
6/30/2009
24 (100%)
711 /2009
24 (100%)
7/2/2009
24 (100%)
0.0301
7/3/2009
24 (100%)
7/4/2009
24 (100%)
7/5/2009
23 (96%)
0.2806
7/6/2009
24 (100%)
0.0304
7/7/2009
24 (100%)
7/8/2009
24 (100%)
7/9/2009
24 (100%)
7/10/2009
24 (100%)
7/11/2009
24 (100%)
0.0001
7/12/2009
24 (100%)
7/13/2009
24 (100%)
0.8801
7/14/2009
24 (100%)
0.01
_
7/15/2009
24 (100%)
7/16/2009
24 (100%)
0.0001
7/17/2009
23 (96%)
0.5301
7/18/2059
24 (100%)
0.03
7/19/2009
24 (100%)
7/20/2009
24 (100%)
0.4301
7/21 /2009
24 (100%)
7/22/2009
24 (100%)
0.08
7/23/2009
24 (100%)
7/24/2009
24 (100%)
0.0101
7/25/2009
23 (96%)
7/26/2009
24 (100%)
0.0001
7/27/2009
24 (100%)
0.0101
7/28/2009
24 (100%)
7/29/2009
24 (100%)
0.04
7/30/2009
24 (100%)
0.0001
7/31/2009
24 (100%)
0.1104
8/l/2009
24 (100%)
8/2/2009
24 (100%)
0.1602
8/3/2009
24 (100%)
0.01
8/4/2009
24 (100%)
0.07
8/5/2009
24 (100%)
0.1103
8/6/2009
24 (100%)
0.3201
8/7/2009
24 (100%)
_
8/8/2009
24 (100%)
8/9/2009
24 (100%)
8/10/2009
24 (100%)
8/11 /2009
24 100%
0.0002

11
0
I
0
1
0
1
8/12/2009
24 (100%)
0.0404
8/13/2009
24 (100%)
0.0101
8/14/2009
24 (100%)
0.2802
8/15/2009
24 (100%)
8/16/2009
24 (100%)
0.0001
8/17/2009
24 (100%)
0.0303
8/18/2009
23 (96%)
0.0001
8/19/2009
24 (100%)
8/20/2009
24 (100%)
0.2101
8121 /2009
24 (100%)
0.1701
8/22/2009
24 (100%)
0.2903
8/23/2009
24 (100%)
0.01
8/24/2009
24 (100%)
8/25/2009
24 (100%)
0.01
8/26/2009
24 (100%)
8/27/2009
24 (100%)
8/28/2009
24 (100%)
0.0904
8/29/2009
24 (100%)
0.0802
8/30/2009
24 (100%)
0.0401
8/31/2009
24 (100%)
0.1504
9/1 /2009
24 (100%)
9/2/2009
24 (100%)
9/3/2009
23 (96%)
9/4/2009
24 (100%)
9/5/2009
24 (100%)
9/6/2009
24 (100%)
9/7/2009
24 (100%)
0.04
9/8/2009
23 (96%)
9/9/2009
23 (96%)
9/10/2009
24 (100%)
9/11/2009
24 (100%)
9/12/2009
24 (100%)
9/13/2009
24 (100%)
9/14/2009
23 (96%)
0.01
9/15/2009
24 (100%)
9/16/2009
24 (100%)
0.2905
_
9/17/2009
24 (100%)
0.3305
9/18/2009
24 (100%)
0.0706
9/19/2009
24 (100%)
9/20/2009
24 (100%)
9/21/2009
24 (100%)
9/22/2009
24 (100%)
0.2905
9/23/2009
24 (100%)
0.29
9/24/2009
24 (100%)
0.09
9/25/2009
24 (100%)
0.0004
9/26/2009
24 (100%)
0.0107
9/27/2009
24 (100%)
0.12
9/28/2009
24 (100%)
0.0402
9/29/2009
24 (100%)
0.31
9/30/2009
24 (100%)
0.1
10/1/2009
24 100%
1

0
0
10/2/2009
24 (100%)
10/3/2009
24 (100%)
0.01
10/4/2009
24 (100%)
0.0001
10/5/2009
24 (100%)
0.0905
10/6/2009
24 (100%)
0.0905
10/7/2009
24 (100%)
0.0103
10/8/2009
21 (88%)
10/9/2009
24 (100%)
10/10/2009
24 (100%)
0.0008
10111 /2009
24 (100 %)
0.0103
10/12/2009
24 (100%)
0.2501
10/1312009
24 (100%)
10/14/2009
23 (96%)
0.1309
10/15/2009
24 (100%)
0.1402
10/16/2009
24 (100%)
10/17/2009
24 (100%)
0.0002
10/18/2009
24 (100%)
0.0002
10/19/2009
24 (100%)
10/20/2009
24 (100%)
10/21 /2009
24 (100%)
10/22/2009
24 (100%)
10/23/2009
24 (100%)
0.0002
10/24/2009
24 (100%)
0.5505
10/25/2009
24 (100%)
10/26/2009
24 (100%)
0.0204
10/27/2009
24 (100%)
0.5604
10/28/2009
24 (100%)
0.2801
10/29/2009
24 (100%)
10/30/2009
24 (100%)
0.0103
10/31 /2009
24 (100%)
0.1402
11 / 1 /2009
24 (100%)
0.7502
11/2/2009
24 (100%)
0.0102
11 /312009
24 (100%)
11 /412009
24 (100%)
11/5/2009
24 (100%)
11/6/2009
24 (100%)
11/7/2009
24 (100%)
11/8/2009
24 (100%)
11/9/2009
24 (100%)
11/10/2009
24 (100%)
0.9805
11 /11 /2009
24 (100%)
2.67
11/12/2009
24 (100%)
1.4502
11/13/2009
14 (58%)
0.01
11/14/2009
2 (8%)
11/15/2009
24 (100%)
11/16/2009
24 (100%)
0.01
11 /17/2009
24 (100%)
11/18/2009
24 (100%)
0.1204
11/19/2009
23 (96%)
0.1302
11/20/2009
24 100%
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STATE OF NORTH CAROLINA
ORANGE COUNTY
TONY WAYNE MERRITT and wife,
JANIE ILENE MERRITT,
Plaintiffs,
VS.
JEFFREY ALAN FAATZ
and wife PIPER LEE FAATZ,
Defendants.
IN THE GENERAL COURT OF JUSTICE
SUPERIOR COURT DIVISION
09 CVS 1964
AFFIDAVIT
NOW COMES Autumn Romanski, being first duly sworn, deposes, and says as follows:
I . I am competent to give this Affidavit and I do so based upon my own personal
knowledge.
2. 1 live in Wake County, North Carolina. I am over the age of 18,
3. 1 have a Bachelor of Arts Degree in Chemistry from North Carolina State
University. I have also completed post -graduate courses in Industrial Organizational Psychology
at the University of North Florida and the University of Missouri at Columbia.
4. I am a Senior Environmental Specialist for the North Carolina Division of Water
Quality. I work in the Surface Water Protection Section at the Raleigh Regional Office. I have
worked for the Division of Water Quality since 2006. The Division of Water Quality is a
division of the North Carolina Department of Environment and Natural Resources.
5. The North Carolina Division of Water Quality is the agency responsible for
statewide regulatory programs in surface and groundwater protection. The Division of Water
Quality enforces the water quality standards found in the Red Book; which contains the

provisions of 15 NCAC §§ 02B.0100, .0200 and .0300.
6. My job responsibilities as a Senior Environmental Specialist include investigating
complaints of surface water contamination, determining water quality violations, and enforcing
compliance with the water quality standards.
7. 1 also assist the Division of Water Quality's Central Office in conducting site
inspections and water sampling to evaluate applications for NI'DES (National Pollutant
Discharge Elimination System) general stormwater discharge permits.
8. On February 12, 2008, I conducted a site visit at the Merritt Gravel Pit, located at
3200 Damascus Church Road, Chapel Hill, NC 27516. The site visit was conducted at the
request of the Central Office based on a complaint that the Merritt Gravel Pit had an active
mining permit, but a rescinded general stormwater discharge permit under the owner name of
Billy Merritt. The Gravel Pit discharges stormwater into an intermittent stream which flows into
Price Creek. "Phis activity requires an active general stormwater discharge permit.
9. I was on site from approximately 10 am until 2 pm. During my site visit, I
examined the intermittent stream and obtained a grab sample of the water for sampling various
items including turbidity, metals, nutrients (nitrogen, phosphorus, ammonia), grease and oil. The
results of the sample event were given to me in early March, 2008 and did not show violations of
water quality standards.
10. In late May, 2008, 1 received a written complaint from Robin Maycock, on behalf
of Mr. and Mrs. "bony Merritt, about surface water contamination from a horse farm located at
1002 Smith Level Road in Chapel Hill onto the Merritts' property at 870 Smith Level Road. The
Merritts' property is adjacent to the Gravel Pit and separated from the horse farm by Damascus
2

Church Road.
11. Ms. Maycock's written report stated that fecal coliform from the horse farm was
entering a pond at 870 Smith Level Road and the intermittent stream behind the Gravel Pit.
12. The May, 2008 written complaint incorrectly stated that an intermittent stream
coursed from the pond into Morgan Creek, a Class WS-I water. The written complaint also
incorrectly stated the fecal coliform water quality standard that is based on the intermittent
stream's classification.
I I The intermittent stream behind the Gravel Pit courses into Price Creek (DWQ
stream index #16-41-2-4). Price Creek is classified by the Division of Water Quality as WS-11,
HQW, NSW, CA. The water classifications for Price Creek are available at the Raleigh Regional
Office and on the internet.
14. Price Creek is a Class C water and subject to the water quality standards found in
15 NCAC § 0213.0211.
15. These water quality standards protect Class C waters for uses such as secondary
recreation, fishing, wildlife. fish consumption, aquatic life including propagation, survival and
maintenance of biological integrity, and agriculture. Secondary recreation includes wading,
boating, and other uses involving human body contact with water where such activities take place
in an infrequent, unorganized, or incidental manner.
16. Since 2007, the applicable fecal coliform water quality standard for Price Creek,
and all surface waters within its watershed, are contained in 15 NCAC § 02b.0211(3)(e), which
states:

0
•
Organisms of the coliform group: fecal coliforms shall not exceed a
geometric mean of 2001100ml (MF count) based upon at least five
consecutive samples examined during any 30 day period, nor exceed
400/100ml in more than 20 percent of the samples examined during such
period.
17. 15 NCAC § 02B.0211(3)(e) also states that "Violations of the fecal coliform
standard are expected during rainfall events and, in some cases, this violation is expected to be
caused by uncontrollable nonpoint source pollution."
18. The May; 2008 written complaint by Ms. Maycock did not report the results of
five water samples within a 30-day period..
19. After I received the written complaint. I contacted Mr. or Mrs. Merritt and was
granted access to 870 Smith Level Road. I examined the pond, the surrounding property, and the
stormwater drainage pipes around the Smith Level -Damascus Church intersection.
20. The pond does not have a creels or stream coursing into or from it. It is Waters of
the State, but it is an isolated water body that is not subject to classification by the Division of
Water Quality.
21. During my inspection, I did not see an obvious point source contamination from
the horse farm to the pond. There was no horse manure beside the stormwater drainage pipes at
the farm and I did not observe horse manure in the pond or the drainage pipes.
22. In July, 2008, the Division of Water Quality received an unrelated written
complaint by an Orange County citizen about sediment discharge from the Gravel Pit into the
intermittent stream.
23. On September 10, 2008, I completed a site visit at Merritt's Gravel Pit. The water
quality of the intermittent stream appeared good and the site inspection failed to confirm a stream
2

standard impact or impacts from sediment.
24. In January, 2010, 1 received a second written complaint from Robin Maycock on
behalf of Mr. and Mrs. Merritt about fecal coliform in the pond at 870 Smith level Road and the
intermittent stream behind the Gravel Pit.
25. The January, 2010 written complaint did not report the results of five water
samples within a 30-day period. This complaint continued to list an incorrect water classification
for the intermittent stream.
26. On April 27, 2010, I conducted a compliance inspection at the Gravel Pit. During
the inspection, I obtained grab samples from the intermittent stream and tested the samples for
fecal coliform, turbidity, nutrients, and metals.
27. I received the results of the water sampling event in May 2010. The fecal
coliform test result was I 1 CFUI100ml, which complied with the applicable water quality
standard. Based upon this result and my past site visits, I did not see any reason to conduct
further testing for fecal coliform in the intermittent stream.
28. The May, 2010 grab sample results did not reveal violations of water quality
standards in the intermittent stream other than the presence of iron in one grab sample location.
29. I did not find water quality problems with the intermittent stream as a result of
my site visit on April 27, 2010. 1 therefore notified the Central Office that the Raleigh Regional
Office had no objections to the issuance of the Gravel Pit's NI'DhS stormwater discharge permit.
The Central Office issued the stormwater discharge permit to Merritt's Gravel Pit on June 10,
2010.
61

30. On August 13, 2010, 1 participated in an inspection at 870 Smith Level Road with
Robin Maycock and the attorneys for the Merritt and Faatz families. Lauren Witherspoon from
the DWQ Raleigh Regional Office was also present. Lauren and I attended the inspection at the
request of Carlos Mahoney, the attorney for the Faatz family.
31. At the inspection, Lauren and I informed Ms. Maycock that the pond at 870 Smith
Level Road is an isolated water body and not subject to state regulation. We also informed -her
that the water classification for the intermittent stream is WS-Il, not WS-I. Finally, I told Ms.
Maycock that at least five consecutive samples examined during any 30 day period are required
to show a violation of the fecal coliform standard and that DWQ protocol is not to conduct water
sampling for fecal coliform immediately after a rainfall event.
32. Since February, 2008, 1 have been available to answer questions that Ms.
Maycock, the Merritts, and/or the Merritts' attorneys had about the water classifications and the
fecal coliform standards for Price Creek, the intermittent stream, and other surf -ace waters within
the watershed.
33. During the inspection, we observed a creek down a hill, to the west of the pond on
the Merritts' property. It appeared that groundwater was flowing from the creek approximately
300 feet before it reached the intermittent stream. The creek was otherwise dry the day of this
inspection.
34. The Division of Water Quality has not identified an exceedance of water quality
standards or identified a violation of water quality standards in the intermittent stream behind the
Gravel Pit with the exception of a lab result for a single grab sample taken in one location had
elevated Iron of 1.6 mgll.
G

IN TESTIMONY WHLREOF. the Affiant does hereunto set her hand and seal.
Autumya Romanski
Sworn to and subscribed before me.
on this th e y of _ %� 2010. .. pptEN ...
fir: NOTg9 00 N
�►
t is 7, -oG
�i}�� ,
(p mt name) """"'
My Commission expires:
7

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7
NC DENR - DIVISON OF WATER
QUALITY
2B . 0300
.0311 CAPE FEAR RIVER BASIN
Classification
Name of Stream
Description
Class
Date
Index No.
Indian Creek
From source to a point 0.4
WS-IV NSW
08/03/92
16-41-1-18-(1)
mile upstream of N.C. Hwy.
751
Indian Creek
From a point 0.4 mile
WS-IV NSW
CA
08/03/92
16-41-1-18-(2)
upstream of N.C. Hwy. 751
to New Hope Creek Arm of
New Hope River Arm Of B.
Everett Jordan Lake
Morgan Creek
From source to a point 1.4
WS-II HQW
NSW
08/03/92
16-41-2-(1)
miles downstream of N.C.
Hwy. 54
Morgan Creek
From a point 1.4 miles
WS-II HQW
08/03/92
16-41-2-(1.5)
(University Lake)
dOWnBtream Of N.C. Hwy. 54
NSW CA
to dam at University Lake
Phils Creek
From source to a point 0.2
WS-II HQW
NSW
08/03/92
16-41-2-2-{0.3)
mile downstream of Orange
County SR 1005
Phils Creek
From a point 0.2 mile
WS-II HQW
08/03/92
16-41-2-2-(0.7)
downstream of Orange County
NSW CA
SR 1005 to University Lake,
Morgan Creek
Neville Creek
From source to a point 0.5
mile upstream of mouth
WS-II HQW
NSW
08/03/92
16-41-2-2-1-(l►
Neville Creek
From a point 0.5 mile
WS-II HQW
08/03/92
16-41-2-2-1-(2)
upstream of mouth to Phils
NSW CA
Creek
Pritchards Mill Creek
From source to a point 0.5
WS-II HQW
NSW
08/03/92
16-41-2-3-(0.5)
(Mill Creek)
mile upstream of mouth
Cumbo Creek
From source to Pritchards
WS-II HQW
NSW
06/03/92
16-41-2-3-1
Mill Creek
Pritchards Mill Creek
From a point 0.5 mile
WS-II HQW
08/03/92
16-41-2-3-(2)
(Mill Creek)
upstream of mouth to
NSW CA
University Lake, Morgan
Creek
Price Creek
From source to University
WS-II HQW
08/03/92
16-41-2-4
Lake, Morgan Creek
NSW CA
East Branch Price
From source to a point 0.2
WS-II HQW
NSW
08/03/92
Creek
mile upstream of mouth
East Branch Price
From a paint 0.2 mile
WS-II HQW
08/03/92
16-41-2-4-1-12)
Creek
upstream of mouth to Price
NSW CA
Creek
West Branch Price
From source to a point 0.3
WS-II HQW
NSW
08/03/92
16-41-2-4-2-(1)
Creek
mile upstream of mouth
14

0 0
NC DENR - DIVISON OF WATER QUALITY 2B . 0300
.0311 CAPE FEAR RIVER BASIN
Class
Name of Stream Description Class Date Index No.
Pritchards Mill Creek (Mill
From a point 0.5 mile
WS-II;HQW,NSW,CA
08/03/92
16-41-2-3-(2)
Creek)
upstream of mouth to
University Lake, Morgan
Creek
Price Creek
From source to university
WS-II;HQW,NSW,CA
08/03/92
16-41-2-4
Lake, Morgan Creek
East Branch
Price
Creek
From source to a point 0.2
WS-II;HQW,NSW
08/03/92
16-41-2-4-1-(1)
mile upstream of mouth
East Branch
Price
Creek
From a point 0.2 mile
WS-II;HQW,NSW,CA
08/03/92
16-41-2-4-1-(2)
upstream of mouth to Price
Creek
West Branch
Price
Creek
From source to a point 0.3
WS-11;HQW,NSW
08/03/92
16-41-2-4-2-(i)
mile upstream of mouth
West Branch
Price
Creek
From a point C.3 mile
WS-II;HQW,NSW,CA
08/03/92
16-41-2-4-2-(2)
upstream of mouth to Price
Creek
Morgan Creek
From dam at university Lake
WS-V;NSW
to Orange County SR 1919
Morgan Creek
From Orange County SR 1919
WS-IV;NSW
to Chatham County SR 1726
(Durham County SR 1109)
Wilson Creek
From source to Morgan Creek
WS-IV;NSW
Fan Branch
From source to Wilson Creek
WS-IV;NSW
Meeting of the Waters
From source to Morgan Creek
WS-IV;NSW
Chapel Creek
From source to Morgan Creek
WS-IV;NSW
Buck Branch
From source to Morgan Creek
WS-IV;NSW
Morgan Creek (including the
From Chatham County SR 1726
WS-IV;NSW,CA
Morgan Creek Arm of New
(Durham County SR 1109) to
Hope River Arm of B.
New Hope Creek Arm of New
Everett Jordan Lake)
Hope River Arm of B.
Everett Jordan Lake
Cub Creek From source to a point 0.7
mile downstream of Chatham
County SR 1008
Sig Branch (Clearwater Lake) From source to Cub Creek
Cub Creek From a point 0.7 mile
downstream of Chatham
County SR 1008 to Morgan
Creek Arm of New Hope River
Arm of B. Everett Jordan
Lake
WS-IV;NSW
OB/11/09 16-41-2-(5)
06/03/92 16-41-2-(5.5)
09/03/92 16-41-2-6
08/03/92 16-41-2-6-1
08/03/92 16-41-2-7
08/03/92 16-41-2-8
08/03/92 16-41-2-9
08/03/92 16-41-2-(9.5)
08/03/92 16-41-2-10-(C..5)
WS-IV,,NSW 08/03/92 16-41-2-10-1
WS-IV,,NSW,CA 08/03/92 16-41-2-10-(2)
Lick Creek From source to N.C. Hwy. 751 WS-IV;NSW
Lick Creek From N.C. Hwy. 751 to New WS-IV;NSW,CA
Hope River Arm of B.
Everett Jordan Lake
Folkner Branch From source to a point 0.5 WS-IV;NSW
mile upstream of mouth
Page 14 of 69
08/03/92 16-41-2.5-(1)
06/03/92 16-41-2.5-(2)
08/03/92 16-41-3-(1)
2010-09-11 - 07:20;46

0 •
GLENN, MILI..S, FISHER AND MAHONEY, PA.
ATTORNEYS AT LAW
SUITE 709, SOUTHBANK BUILDING
400 WEST MAIN STREET
DURHAM, NORTH CAROLINA 27701
WILLIAM S. MILS `
W W W,,L5M -IdW CoM
STE.WART W. FISHER `
CARLOS F. MAHONEY
IE5SSCA F. (,F.AVFN
September 7, 2010
OF COUNSEL
ROBLKLI 3. GLENN. JR.
' CERTIFIED TRIAL ATTORNEYS
NATIONAL BOARD OF TRIAL AbVOCACY
Via U.S. Mail and Email: alrturriti.rorrianski@rtcdcrir.4yov
Autumn Romanski
N.C. Division of Water Quality
Raleigh Regional Office
Surface Water Protection Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Our Clients: Jeffrey and Piper Faatz
Merritt, et al. v. Faatz, et al., 09CVS1964 (Orange County)
Dear Ms. Romanski:
REPLY" TO:
PosT Orficr. DRAWER 38G5
-LIP CODE 27702-38G5
TFI.EPIioNF: [phone]
FAcsSM n: (919) G88-9339
It was a pleasure to meet you at the inspection of the Merritt property on August 13, 2010.
As you may recall, I represent Jeffrey and Piper Faatz in the defense of a lawsuit that was filed by
their neighbors Tony Wayne Merritt and Janie Ilene Merritt. Mr. and Mrs. Merritt live at 870 Smith
Level Road in Chapel Hill. Merritt's Gravel Pit adjoins their property to the west.
Mr. Merritt has a general permit NCG020000 which allows him to discharge stormwater
and mine dewatering from Merritt's Gravel Pit. I understand that you have inspected and taken
water samples from the intermittent stream that runs to the north of Merritt's Gravel Pit. I also
1lnders[Fmd that vole are familiar with the aor licaHe water classification for the stream as well as
the corresponding fecal coliform standard.
Accordingly, I would like to obtain an affidavit from you about matters pertinent to the
Merritts' pending lawsuit. if you are unable to provide an affidavit, I would like to take your
deposition during the latter part of September or October. Please give me a call and let me know
your preference.
l look forward to hearing from yo>_i.
4; -
SE.P — 9 ?nln

-41
0
Autumn Romanski
N.C. Division of Water Quality
September 7, 2010
Page 2
With best wishes, I am
Sincerely yours,
r'IF. 'L4 �7
CarE. Mahoney
CEM:kam
cc: Jeffrey and Piper Faatz

F"COVER SHOT
NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
NCDENR Raleigh Regional Office
"'CW'~ G Em,..o.wl ,�„m mN.wl a4ouwl 1628 Mail Service Center
Raleigh, NC 27699-1628
Pages, including cover sheet
TO: E FAX: Gt..1 ` �a " /S/ Y
FROM: DATE: a D 1
SUBJECT: �b �D _�(1c _C_ovv<?V,-o i r
MESSAGE:
If you do not receive all pages, call 919. a 1. 4200 or fax back to Q N - 78$ - 7 [ 59

GLENN, MILLS, FISHER AND MAHONEY, P A.
ATTORNEYS AT LAD/
WSLLIAM S. MILLS
STEWAM W FisHER
CAR LOS E. MAHONEY
JLWCA E. LEAVEN
OF COUNSEL
Rom,T B, GLENN, JIe.
' CERTIFIED TRIAL ATTORNEYS
NATIONAL BOARD OFTRIAL AOwrscT
Mr. Matthew D, Quinn
Law Offices of F. Bryan Brice, Jr.
5 West Hargett Street, Suite 200
Raleigh, NC 27601
SUITE 709, SOUTHBANK BUILDING
400 WEST MAIN STREET
DURHAM, NORTH CAROLINA 27701
www.gmf-law.com
July 19, 2010
REPLY TO:
POST OFFICE DRAWER 3865
Zip CODE 27702.3865
TELEPHONE: (919) GB3-2135
FACSIMILE: (91S) G88-9339
Re: Janie Ilene Merritt and Tony Wayne Merritt v. Jeffrey Alan Faatz and Piper Faatz
09 CVS 1964 - Orange County
Dear Matt:
Thank you for your time by telephone on July 16, 2010. This letter confirms that on August
13, 2010, I will inspect your clients' properties pursuant to defendants' Request for Entry Upon
Land, Mr. Faatz will be present with me. I will likely have one or two other individuals present, as
well.
This letter further confirms that your clients will not allow inspectors from the Division of
Water Quality - Raleigh Branch to accompany me for the inspection on August 13. As I mentioned
to you by phone, I asked the Division of Water Quality to inspect the pond and creek on your
clients' property at 870 Smith Level Road for the purposes of:
1. Verifying the classification and fecal coliform standard, if any, for each body of
water; and
2. Sampling and testing the water for fecal coliform. Although your clients previously
submitted a complaint to the Division of Water Quality about fecal contamination on the property
and requested further investigation, the have objected to Division of Water Quality's presence at the
inspection on August 13. DWQ's presence was sought in defendants' Second Request for Entry
Upon Land.
I believe your clients' objection is based upon the DWQ's authority to issue fines or other
penalties and the fact that sampling by DWQ will not cost the parties any money. Under the facts
of this case, I do not believe that either ground is valid. If I have misstated the basis for your clients'
objection or if other reasons exist, please let me know.

Mr. Matthew D. Quinn
July 19, 2010
Page 2
As I mentioned, I will be out of town during the week of July 19, 2070. When I return to the
office, I will decide whether or not to file a Motion to Compel your clients to permit the Division of
Water Quality to enter 870 Smith Level Road and/or a Motion Rule 706 of the North Carolina Rules
of Evidence requesting the court appoint DWQ as an expert witness in this matter.
Sincerely yours,
G�.
Carlos E. Mahoney G
CEM:be
CC: Mr. and Mrs. Jeff Faatz
Ms. Lauren Witherspoon

STATE OF NORTH CA#OLINA
Department of Environment and Natural Resources
Raleigh Regional Office
FILE ACCESS RECORD
SECTION P DATEITIME 1 , D
NAME REPRESENTING 41i 11 Vis i—
H4,V1Dv1 , Q� CCa�-lns E.
Guidelines for Access: The staff of the -Raleigh Regional Office is der, Wed fo making public
records in our custody readily available to the public for review and copying. We also have the
responsibility to the public to safeguard these records and to carry out our day-to-day program
obligations. Please read carefully the following before signing the form.
2.
3.
4
40 5
6
Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment for file review so you can be accommodated.
Appointments are scheduled between 9:00 a.m. and 3.00 p.m. Monday -Thursday; _Viewing
time ends at 4:00 p.m, Anyone arriving without an appointment may view the files to the
extent that time and staff supervision are available.
You must specify files you want to review by facility name or incident number, as appropriate.
The number of files that you may review at one appointment will be limited to five.
You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is 2.5 cents for ALL copies if making more than 25 co P ies - there_ is no charge if
less than 25 copies are made. Payment is to be made by check, money order, or cash in the
administrative offices.
FILES MUST BE KEPT IN THE ORDER YOU RECEIVED THEM. Files may not be taken
from the office. No briefcases, large totes, etc. are permitted in the file review area. To
remove, alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for
which you can be fined up to $500.00.
In accordance with General Statute 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
The customer must present a photo ID, sign -in, and receive a visitor sticker prior to reviewing
files.
FACILITY NAME COUNTY
2.
3
4
5
Crlewh WIS
Signatu nd Name of FirmlBusiness Date
Please attach a business card to this form if available
ti '. 10 AIK
Time In Time Out

r
.. �
i
�
�
.. ,
,

WILLIAM S. MILLS'
STEWARTW FISHER "
CARLOs E. MAHONEY
JFSSIcA E. LEAVEN
GLENN, MILLS, FISHER AND MAHONEY, P A.
ATTORNEYS AT LAW
SUITE 709, SOUTEIBANK BUILDING
t 400 WEST MAIN STREET
DURHAM, NORTH CAROLINA 27701
www9ml-lawcom
July 10, 2010
OF COUNSEL
ROBERT B. GLENN, JR.
`CCRT IFIF.D TRIAL ATTORNEYS
NATIONAL BOARD OT TRIAL ADVOCACY
Coleen H. Sullins
Director
N.C. Division of Water Quality
lb 17 Mail Service Center
Raleigh, NC 27699-1 G 17
Re: Our Clients: Jeffrey and Piper Faatz
Merritt, et al. vs. Faatz, et al., 09CVS1964 (Orange County)
Public Records Request
Dear Director Sullins:
f}I [ � `; `fir Dr f 1U
t6
REPLY TO:
Pow OFFICE DRAWER 3865
Zip Cou 27702-3865
TELEPHONE: (9I9) G83-2135
FACsmu..c [phone]
This law firm represents Jeffrey and Piper Faatz in the defense of a lawsuit that has been
filed by their neighbors Tony Wayne Merritt and Janie Ilene Merritt. Mr. and Mrs. Faatz live at
1002 Smith Level Road, Chapel Hill, NC 27516. Mr. and Mrs. Merritt live at 870 Smith Level
Road in Chapel Hill and own adjoining property at 3308 Damascus Church Road.
Pursuant to N.C.G.S. § 132-1, et seq. ("Public Records Act"), I hereby request on behalf
of my clients that the Division of Water Quality (DWQ) produce the following records:
All documents generated or received by the DWQ in connection with the
following:
A letter dated May 20, 2008 from Robin L. Maycock, on behalf of Tony
Wayne Merritt and Janie Ilene Merritt, to Autumn Hoban at the DWQ
Raleigh Regional Office (attached as Exhibit #1);
b. A letter dated January 8, 2010 from Robin L. Maycock, on behalf of Tony
Merritt and Tony Merritt's Gravel Pit, to Autumn Hoban at the DWQ
Raleigh Regional Office (attached as Exhibit #2).

Coleen H. Sullins
Director, N.C. Division of Water Quality
Public Records Request
July 10, 2010
Page 2
2. All correspondence exchanged between DWQ and Tony Wayne Merritt, Janie
Ilene Merritt, Tony Merritt's Gravel Pit, and/or their authorized representatives
since January 1, 2005.
3. Records and photographs from all water quality inspections or investigations
conducted by DWQ at the following properties since January 1, 2005:
a. 870 Smith Level Road, Chapel :Hill, NC 27516;
b. 3308 Damascus Church Road, Chapel Hill, NC 27516;
C. 3220 Damascus Church Road, Chapel Hill, NC 27516; and,
d. 3200 Damascus Church Road, Chapel Hill, NC 27516.
4. All documents generated or received by DWQ since January 1, 2005 in
connection with complaints or correspondence from Robin L. Maycock and/or
Maycock Environmental.
I believe that most, if not all, of these records should be in the possession of the Surface
Water Protection Section at the DWQ Raleigh Regional Office.
All costs associated with the production of these records may be billed to this law firm.
Please give me a call if you have any questions or concerns.
Sincerely yours,
Carlos E. Mahoney
enclosures
cc: Jeffrey and Piper Faatz
Danny Smith, Raleigh Regional Office Supervisor
Lauren Witherspoon, Raleigh Regional Office
(Via email - lauren.withers oon ancderin ov)

. 919-�4iS-SOII.176•�sl
IVIAYCVCKP.O. Box 27052
.t_�1 MENTAL
Raleigh, NC 27611-7052
�, V E TAL WWWAlycockcilvironmental.com
May 20, 2008
Ms. AutLrmn Hoban ;�L1 - _ 1
Q Raleigh Reg
ional �-11�
gionalOffice
1628 Mail Service Center
Raleigh, NC 27699=1628
Subject: Complaint on surface water contamination from horse farm into pond an`d`streams=located
at 870 Smith Level Road; Chapel Hill, Orange County. PIN 9777560215.
Dear Ms Hoban:
On November 2; 2007 I met with Mr. and Mrs. Tony Merritt (870 Smith Level Road) to discuss their
concern about the potential for surface and ground water contamination by fecal coliform and nitrates
from the horse farm located at 1002 Smith Level Road. The horse farm is located on the north side of
Damascus Church Road, directly across the road and upslope of their property located at 870 Smith Level
Road.
According to the Orange County property tax maps, the horse farm is owned by Jeffry and Piper Faatz of
2, Aldershott Court, Chapel Hill, NC 27517, and consists of 7.635 acres (332,362.8 square feet) of land.
According to the Merritt's observations, approximately 10 -- 12 horses are kept on the property.
According to GS 106-701, the Town of Carrboro ordinances Chapter l0, Article III, Section 10-5, on
Permits: (c), "no permit shall be issued for any livestock unless the applicant for the permit demonstrates
that the livestock will be kept on a tract of land that satisfies each of the following conditions:
(1) The tract'shall consist of at least 40,000 square feet of land under single ownership or control.
(2) There shall be at least 20,000 square feet per animal.
Furthermore, in sub -section (f), the administrator shall issue the permit unless he finds that:
(1) The applicant has failed to comply with subsection (c), and
(3) The animal for which the permit is requested is likely to or does interfere with the use or
enjoyment of neighboring properties because of offensive noise or odor or other reasons, and
(4) The animal for which the license is requested otherwise constitutes a threat to public health or
safety. The owners or operators of the horse fannii are currently stockpiling the manure near the
northernmost tip of the property, and are allowing it to enter the surface water runoff to cross the road and
onto the Merritt's property. The existing well and pond on the horse farm property do not appear to be
protected from surface water pollution as evidenced by the green algal bloom in the attached aerial
photograph. There is also a concern due to odor and for the public health with regards to the pond and
well on the horse farm property and the well, pond and surface waters located downstream on the
Merritt's property.
Pond l is located in the front yard of 870 Smith Level Road, and the well is located behind the residence:
at the same address. Inspection of the existing well serving the residence at 870 Smith Level Road
showed adequate protection from surface water contamination. The sampling point was the outside spigot
on the well house. Pond 2 is located at 3200 Damascus Church Road, which is also owned by the
Merritt's, approximately 600 feet south of the road, near the Merritt's quarry.
EXHIBIT
1

On November 2, 2007,1 sampled both of the ponds and the drinking water well for the presence or
absence of total coliform bacteria and nitrite -nitrates. When coliform bacteria were determined to be
present in both ponds, samples were again collected on November 5, 2007, from Pond 1 and 2 for actual
counts of fecal.coIiform bacteria. On November 15, 2007, 1 collected samples from both ponds and the
inlet of the culvert, which drains to Pond 1, for actual fecal coliform counts immediately after a rainfall
event. The samples were taken according to standard protocols, and were handled with the appropriate
chain of custody documentation. The test results and chain of custody documentation are included with
this letter.
On March 8, 2008,1 sampled for fecal coliform at nine points, starting at the inlet to Pond #1 and
proceeding downstream to just above University Lake. Samples were also taken at Pond #2 and at the
sedimentation pond at the quarry. The samples were collected according to appropriate sampling protocol,
and delivered to EMSL labs for testing. Copies of the test results are included with this letter. An
attached map shows the location of the nine sample points. The test results are summarized in the tables
below.
Samples collected on November 2, 2007.
Sample
Location
Total - .
coliform
Fecal coliform
Nitrite
Nitrate
Well
Absent
Not Sam led
0.03 mg/l
1.15 mg/1 '
Pond 1
Present
Present
0.02 rn l
<0.02 m l
Pond 2
Present
Present
0.03 mg/1
<0.02 mg/l
Samples collected on November 5, 2007.
Sample
Location
Fecal' coliform
Pond 1
122 CFU/ml
Pond 2
146 CFU/ml
Samples collected on November 15, 2007, after rainfall event.
Sample Location
Fecal coliform
Culvert at Pond 1
>6000 CFU/ml
Pond 1
191 CFU/ml
Pond 2
2700 CFU/ml
Samples collected on March 8, 2008, after rainfall event.
Sample Location
Fecal Coliform CFU/ml
Pond # 1 at road culvert 0001
463
Pond #1 inlet 0002
28
Pond 41 outlet 0003
840
Pond #1 at tributary to main stream 0004)
13
Main stream above Pond # 1 tributary 0005
65
Sediment Pond (0006)
120
Main stream Inlet to University .Lake 0007
113
Main stream midpoint (0008)
143
Stream at Damascus Church Road (0009)
556
2

It is my opinion that the fecal coliform contamination is entering Pond #1 on the Merritt property via
surface runoff from the horse farm property and is also entering the stream channel that flows past Pond.2
further south on Damascus Church Road from the horse farm. The high fecal counts in Pond #2 and the
sediment pond may be from deer as evidenced by numerous deer tracks near the pond. Both Pond #2 and
the sediment pond are stagnant and do not appear to be hydrologically connected to the adjacent stream
channels. Cold temperatures during the winter may have reduced the fecal population somewhat, which
may explain the lower counts in March relative to the higher counts in November.
According to the USGS Chapel Hill Topographic Quadrangle reap, Both ponds both drain via intermittent
"blue line" streams directly to University Lake. University Lake is located in the Cape Fear River Basin.
From the dam at the lake to SR 1919, the lake is classified by the Division of Water Quality (DWQ) as C,
NSW and is listed as Stream Index 16-41-2-(5). University Lake is classified from a point 1.4 miles
downstream of NC 54 to the dam as WS-11, HQW, NSW, CA. (Listed as 16-41-2-(1.5)). Effective as of
November 1, 2004, the DWQ "Red Book" states that (15A NCAC 0213.0311, (c) (2) Cape Fear River
Basin, page 2.) "Morigan Creek. (Index No. 16-41-1-(1)) to the University Lake dam including University
Lake and all tributaries has been reclassified from Class WS-III to WS-I". I. have summarized the
water quality classifications in the table below, and included definitions for the various abbreviations used
in the classifications.
Stream Location/Water body
Dn Index No.
DWQ Classification
From dam at University Lake to
16-41-2-(5)
C, NSW
SR 1919 Oran e Co
University Lake from' point 1.4
16-41-2-(1.5)
WS II, HQW, NSW, CA
miles downstream of NC 54 to
dam at University Lake
Morgan Creek to the University
16-41-1-(1)
WS-I
Lame dam including University
Lake and all tributaries
Water Quality Designations
Definitions
CA
Critical Area for Water Su 1
H W
High Qualt Resource Waters
NSW
Nutrient Sensitive Waters
WS - I
Water Supply Protection Designation
WS - II
Wafer Suly Protection Designation
According to 15A NCAC 02B .0212, Seetion'1 and 2, (page 24) Fresh Surface Water Quality Standards
for Class I Waters, the best usage of WS-1 waters are described as follows: "a source of water supply for
drinking, culinary or food -processing purposes for those users desiring maximum protection of their water
supplies", where "waters must be relatively unimpacted by non -point sources of pollution" and "land use
management programs are required to protect waters from non -point source pollution". Source of water
pollution that preclude the designated best usage are considered a violation to the water quality \ idard.
According to Section 3 (c) of the same standard, total coliforin are "not to exceed 50 per 100 nil (MF
count) as a monthly geometric mean value in watersheds serving as unfiltered water supplies". ht
November 2007 and March 2008 all but two of the sample results for both Pond 1 at 870 Smith Level
Road and the stream crossing Damascus Church Road exceed that standard as do the samples collected
along the main stream channel flowing into University Lake_ The fecal pollution is traceable to the

surface runoff from accumulated manure from the horse farm located upslope and across the road from
the pond. Samples taken downstream of Pond 1 along the main stream channel to University Lake has
shown that the fecal-coliform in the runoff from the horse -farm poses a threat to the "best usage"
parameters of University Lake.
Also, more recently, the horse farm owner/operator has fenced horses in around the wellhead on their
property, which 1 believe is a violation of wellhead protection ordinances and regulations.
The slightly elevated nitrate levels in the private drinking water well at 870 Smith Level Road are of
concern, as it is possible that they could result from contamination of the well and pond located on the
horse farm property (1002 Smith Level Road). However, they could just indicate the typical background
levels for the area. While they do not currently exceed the groundwater standards of 5 mg/l, I advised the
Merritt's to continue to sample periodically for elevated levels. I am concerned that the existing well on
the horse farm property (1002 Smith Level Road) may lack the appropriate surface and subsurface
protection to keep nitrates and fecal colifonn from potentially entering the groundwater in the same
aquifer as the Merritt's well.
The Merritt's have authorized me to contact you on their behalf to submit a formal complaint and request
further investigation. They can''be reached at [phone]. Please contact me at [phone], if
you have any questions.
Sinc rely,
Robin L. Haycock I -
Licensed Soil Scientist #1205
CC: Mr. and Mrs. Tony Merritt
Ll

ENINVOW074.,
04 - I � �
Post Office Box 27052
Raleigh, North Caroline 2761 1.-7052
919.4 f 8.7645
Fax [phone]
January 8, 2010
Ms. Autumn Hoban
NC Division of Water Quality — Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
RE: Comprehensive Surface Water Quality Evaluation
Fecal Coliform, TSS, & Turbidity
Tony Merritt's Gravel Pit
3200 Damascus Church Road
Chapel Hill, Orange County, North Carolina 275.16
Dear Ms. Hoban:
JUL 13
OrrFl
On May 20, 2008, Maycock Environmental sent you a letter documenting fecal coliform surface
water contamination, to the above referenced site, originating from an adjacent horse farm. The
Merritt's were initially concerned about fecal coliform contamination in a small pond on their
property and in their residential drinking water well. Subsequently, Maycock Environmental has
conducted additional sampling events in order to evaluate the surface water duality impacts to
University Lake, a drinking water supply lake, with regards to fecal coliform, TSS, and turbidity
from the horse farm and other adjacent properties. The enclosed report summarizes these
sampling events conducted over period from 2007 to 2009. The Merritt's have provided this
documentation in order to show that their mining operation is not the source of fecal
contamination or significant sediment inputs to University Lake, and in order to assist DWQ in
correcting the ongoing problem with pollution from adjacent properties to their property and to
University Lake. Please do not hesitate to contact me at [phone] if you have any
questions or comments.
Sincerely,
Maycock Environmental
Robin L. Maycock
Licensed Soil Scientist#1205
Enclosure
cc: Mr. Tony Merritt, Tony Merritt's Gravel Pit

Compliance Inspection Report
Permit: NCG020749 Effective: Expiration: Owner: Tony Merritt
SOC: Effective: Expiration: Facility: Tony Merritt's Gravel Pit
County: Orange 3200 Damascus Church Rd
Region: Raleigh
Chapel Hill NC 27516
Contact Person: Tony Merritt Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 04/2712010 Entry Time: 10:30 AM Exit Time: 01:30 PM
Primary Inspector: Autumn H Romanski Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation 4:9,1(}
Permit Inspection Type: Mining Activities Stormwater Discharge COC Facility Status: rl Compliant ❑Not Compliant r �l �y.G�-�� �5 �mGr r
' �2
Question Areas:
Other — R r
,Q r awv
(See attachment summary)
Page: 1

Permit: N00020749 Owner - Facility: Tony Merritt
BriaQPgAbR §a!A*Qd%Roma�� }f 1' R� a5i 1 fdF� sampling event for the put5f�2ss&AFQ�Wd9tine
�%s%e m es sanTand gravel for use in construction foundations and the site accepts beneficial fill (tree stumps and
cement) that is used to fill in the old mining pit. The site has a DLR sediment and erosion control permit that is currently
being renewed. A NPDES NCG02 Stormwater permit was previously issued to Billy Merritt for this site, but the current
applicant is Tony Merritt. The site contains dewatering/stormwater basin #1 by the active sand/gravel mine pit, a
stormwater pond #2 located on east side of property by UT to Price Creek below the old pit (that has been filled). There
was a third stormwater pond (depicted as possible future 1.95 acre lake) located along the north side of the old pit that
was sampled, but it was unclear if that was part of future expansion or if that was part of the footprint for which the
stormwater mining application was being made.
Observations of the basins revealed the following:
One rock dam located upstream from the #2 stormwater pond is failing and moving towards the UT to Price Creek. It was
recommended that the rock dam be repaired as soon as possible to prevent gravel/fill loss to the stream. No fill was
observed in the stream the day of the inspection.
Some erosion of the stream bank (UT to Price Creek) near the #2 stormwater pond was observed (this area appeared to
be a scour area along the bank of the stream where flow is undercutting a tree in the bank and the tree is unstable- This
area of the stream is buffered by large trees, in general. It is recommended that the #2 stormwater pond overflow (rock
dam) be maintained and flow be controlled as much as possible (by the stormwater design requirements) to minimize any
effects additional stormflow could produce, and to minimize the risk of gravel/sediment loss to the creek at this location.
The #2 stormwater pond was not discharging the day of the inspection and no fill was in the stream. The UT to Price
Creek sample results taken in the creek at the #2 Stormwater Discharge outlet did not show exceedances of water
quality standards (except Iron was 1,600 ug/L, and Iron was significantly lower at the other sample locations), the water
was clear and free of solids, the day of the inspection.
The #1 stormwater basin was also sampled with no results exceeding water quality standards. Mine dewatering is
conducted here and the flow goes through a rock dam, approx. 300 + foot tree buffer, and appears to sheet flow before
reaching the UT to Price Creek. Again, we recommend maintenance of the rock dam as needed and controlled flow
releases per stormwater basin design requirements. Also, a pump was observed for dewatering at this location.
Preventative measures should be taken on -site to ensure that oil and hydraulic fluids are not spilled during pumping
operations.
The stormwater pond observed that was depicted on map as (future 1.95 acre lake) was sampled and observations noted
as follows: No results exceeded water quality standards. The pond sits in the valley below the old pit filled with beneficial
fill and and it was unclear where it would discharge when full, but the valley does hold stormwater here and the area is
likely groundwater fed as well. It was unclear as to whether this would become a lake in the future.
Upon leaving the site, we observed a cement pad with water hose and water access. It was unclear what this pad is used
for, but it appeared to be used for family cars, possibly washing or maintenance, but did not appear to be used for
commercial equipment. It is recommended that clarification be made with regards to vehicle and maintenance activities
that occur on -site and compliance with permit requirements with this regards to the NCG02 will be expected in any future
compliance inspections.
P.E. Patrick Shillington, engineer for the site owner met us on site to answer questions.
The site owners Attorney's Office contacted us by phone during the inspection to request the reason why we were
inspecting the site and sampling. We communicated that the owner allowed us on -site to do an inspection and sample as
part of the stormwater permit application and review process.
"Based on the findings the day of the inspection, and previous site visits by the RRO, RRO has no objections to the
issuance of the NCG020749 stormwater permit.
Page: 2

0 i
Permit: NCG020749 Owner -Facility: Tony Merritt
Inspection Date: 04/27/2010 Inspection Type: Compliance Evaluation
Other
Comment: See summary
Reason for Visit: Routine
Yes No NA NE
Page: 3

County:
ORANG
Sample ID:
AB57576
River Basin
CPF
1A 9�
PO Number #
1OW3288
Report To
�0F
Received:
RROSP
Q
Date
04/2812DIO
C
Time Received:
08:15
Collector:
A ROMANSKI
"1
O
Labworks LogintD
SMATHIS
Region:
RRO
Report Generated:
5/13/10
Sample Matrix:
SURFACEWATER
Data Reported:
05N312010
Loc. Type:
RIVERISTREAM
Emergency Yes/No
COC YeslNo
VisillD
I
I 7 q
as 1 �-T j �U
Loc.Descr.: NCG02MERRITUT ,5'wQ+�eov�O f a)
Location ID:
NCG02MERRITTUT
Collect Date: 0412712010
Collect Time: 14:15
Sample Depth
Result!
Method
AnalvsIS
CAS #
Analyte Name
PQL
Units
Validated by
ualifier
Reference
Uate
LAB
Sample temperature at receipt by lab
2.2
°C
4/28110
SMATHIS
MIC
Coliform, MF Fecal in liquid
1
11 Q1
CFU1100ml
APHA9222D-20th
4128110
MOVERMAN
Turbidity
1
2.8
NTU
APHA21306-20th
4/28/10
CGREEN
NUT
NH3 as N in liquid
0.02
0.02 U
mg1L as N
Laclo-107-06-1-J ,
4129/10
CGREEN
Total Kjeldahl N as N in liquid
0.2
0.32
mg/L as N
Lachat107.0fr2-1-(
4130/10
CGREEN
NO2+NO3 as N in liquid
0.02
0.55
mg1L as N
Lac10-107-04-1-c
4/29110
CGREEN
Phosphorus -total as P in liquid
0.02
0.10
mg/L as P
LactO-115-01-1EF
4/30110
CGREEN
MET
7440-22-4
Ag by ICPMS
5
5.0 U
ug1L
EPA 200.8
4130/10
ESTAFFORDI
7429-90-5
Al by ICP
50
450
ug1L
EPA 200-7
5111110
ESTAFFORDI
7440-38-2
As by ICPMS
2
2.0 U
ug1L
EPA 200.8
4/30/10
ESTAFFORDI
7440-38-3
Ba by ICP
10
43
uglL
EPA200.7
5111/10
ESTAFFORDI
7440-41-7
Be by ICP
5
5.0 U
ug1L
EPA 200.7
5111110
ESTAFFORDI
7440-70-2
Ca by ICP
0.1
12
mg1L
EPA200.7
5111M0
ESTAFFORDI
7440-43-9 .
Cd by ICPMS
1
1.0 U
ug1L
EPA 200.8
4130110
ESTAFFORDI
7440-48-4
Cobalt by ICP
50
50 U
ug1L
EPA 200.7
5111110
ESTAFFORDI
7440-484
Cobalt by ICPMS
50
50 U
ug1L
EPA 200.8
5/11/10
ESTAFFORDI
744047-3
Cr by ICPMS
10
10 U
ug1L
EPA 200.6
4/30/10
ESTAFFORDI
7440-50-8
Cu by ICPMS
2
2.0 U
ug/L
EPA 200.8
4/30110
ESTAFFORDI
7439-89-6
Fe by ICP
50
1600
ug1L
EPA 200.7
5111110
ESTAFFORDI
7439-97-6
Hg 245.1
0.2
0.20 U
ug1L
EPA 245.1
514110
ESTAFFORD1
7439.93-2
Li ICP
25
25 U
ug1L
EPA200.7
5111110
ESTAFFORD1
7439-95-4
Mg by ICP
0.1
4.4
mg1L
EPA 2003
5111110
ESTAFFORDI
7439-96-5
Mn by ICPMS
10
160
u91L
EPA 200.8
5111110
ESTAFFORDI
7439-98-7
Mo by ICPMS
10
10 U
ug1L
EPA 200.8
4130110
ESTAFFORDI
7440-23-5
Na by ICP
0.1
14
mg1L
EPA200.7
5/11/10
ESTAFFORDI
7440-02-0
Ni by ICPMS
10
IOU
ug1L
EPA 200-8
4130/10
ESTAFFORDI
7439-92-1
Pb by ICPMS
10
IOU
ug1L
EPA 200.8
4130140
ESTAFFORDI
7440-36-0
Sb by ICPMS
10
IOU
ug1L
EPA 200.8
4/30/10
ESTAFFORDI
7782.49-2
Se by ICPMS
5
5.0 U
ug1L
EPA 200.8
4130110
ESTAFFORDI
- I EF
41 1±
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 1919) 733-3908
For a detailed description of the qualifier codes refer to www.dwg1ab.or9 under Staff Access' I, }
9
Page 1 0# 2
t

NCq)`Wp, GaboratarySection suits
Location la: NCG02MERRITTUT Sample ID: AB57576 Collect Date: 0412712010 Collect Time:: 14:15
MET
Resul
Method
Analysis
CAS #
Analyte Name
PgL
Units
Validated by
Qualifier
Reference
Date
7440-31-5
Sn by ICPMS
10
IOU
ug/L
EPA 200.8
4130/10
ESTAFFORDI
7440-28.0
Thallium (TI) ICPMS
10
IOU
ug1L
EPA 200,E
4/30110
ESTAFFORDI
7440-32-6
Ti (Titanium) by ICP
10
13
ug1L
EPA 2007
5111110
ESTAFFORDI
7440-62-2 V by 1CP 25 25 U ug1L EPA 200.7 5/11/10 ESTAFFORDI
7440-66-6 Zn by ICPMS 10 10 U ug/L EPA 200.8 4/30110 ESTAFFORDI
Laboratory Section» 1623 Mail Service Center, Raleigh, NC 27699.1623 [phone]
For a detailed description of the qualifier codes refer to www.dwglab.org under Staff Access
Page 2 of 2

U
COUNTY iv!"�L�ti
RIVER BASIN:
REPORT TO d2a Li"qL Regional Office
COLLECTOR(S) : - ou-
Estimated ROD Range:
Seed: Chlorinated:
Stario N oeation Cod Date Begi I
,0a �'��rr;
BOD 310 mg/L
COD Hint 340 mg/L.
OD Low 335 m91L
Coliform: W Fecal 31616 !1OOrrt1
Coliform: MF Total 31504 1] OOmI
Coliform: tube Fecal 31615 !I OOmI
Coliform: Fecal Strrp 31673 /100.1
Residue Total 500 mg/L
Volatile 105 TntiL
Fixed 510 mg/L
Residue: Suspended 510 mglL
Volatile 535 mvfL.
Fixed 540 mpJL
pH 403 units
Acidity to p,H 4.5 436 mg/L.
Acidity to pH 3.3 435 mg/L
Alkalinity to pH 9.3 415 mpfl
Alkalinity to pH 4.5 410 mg1L
TOC 680 mglL
Turbidity 76 NTU
Coliform Total Tube /100 ml
10-) 32s"
DIVISION OF RATER QUALITY
Chemistry
laboratory Report I Water Quality
SAMPLE TYPE
PR30Rr1Y
A,VLBIENf
QA - (JQ STRE4M
EFFLUENT
COMPLIANCE
CHART OF CUSTODY
�LAKE
INFLUENT
EMERGENCY
VISIT TD
El ESTUARY
Station Location:17i JrIQ�%1G
Il�d�ttl
�r
Remarks:
Date End ( mm! )
7
Time Begin
Time nE.dD.,th,
- DM, DR, DBM
ValueType- A, H, L
Chloride 940 rng/L
Chlorophyll a EPA 445.0 modified option ug/L.
Color: True 80 c-u.
Color; (pH) 83 PH- c.u.
Color: pH 7.6 82 C.U.
Cyanide 720 mglL
Fluoride 951 mg/L.
Formaldehyde 71980 mglL
Cheese and Oils 5$6 malt
Hardness Total 900 mg/L
Specific Cond. 95 umhoslcm
MBAS 38260 mg/L
Phencls 32730 ug/L
Sulfate 945 mg/L
Sulfide 745 mg1L
Boron
Tannin R Limin ugfL
Hexavalenr Chromium uglL
Bicarbonate mall,
Carbonate my/L
Total Dissolved Solids mg1L
as N 610 m81l-
an N 625 mp/l,
NO2 plus NO3 as N 630 mwL
Tate] as P 665 mg/L
PO4 as P 70507 mgfL
P: Dissolved as P 666 mRIL
K-Potassium mg/I.
Cd-Cadmium 1027 ug/L
Cr-Chmmium.7btal 1034 ug/L
Cu- Copper 1042 ug1L
Ni-Nickel 1067 ug/L
Pb- Lead 1051 up/L.
Zn- Zmc 1092 ug/L.
V-Vanadium ug/L
Ag- Silver 1077 ug/L
A]- Aluminum 1105 u87L
Be- Beryllium 1012 ug/L
Ca- Calcium 916 mglL
Co -Cobalt 1037 urfL
Fe- Iron 1043 ug/L
Mo-Molybdenum ug/L
Sb-Antimony ug/L.
Sn-Tin upjL
r
T1-Thallium ug/L..
Ti-Titanium ug/L
Hg-1631 ng/L
b Number
Date Received : -
Time Received : `
Received By 1
ffpM
Data Released
Date Reported:
4�a
Composiw r, S, B
Li -Lithium 1132 u8/L-
Mg- Magnesium 927 mg/L.
Mn-Maripnese 1055 ug/L
Na- Sodium 929 mg/L.
Arsenic.Tata11002 U&IL
Se- Selenium]] 47 usfL
Hg- Mercury 71900 ug/L
Ha -Barium ugfL
Organochlorine Pesticides
Organophosphoms Pesticides
Organonitragen Pesticides
Acid Herbicides
BaseiNeutr"Acid Extractable Organics
TPH Diesel Range
Purgeable Organics (VOA bottle req'd)
TPH Gasoline Ran
TPWBTEX Gasoline Range
Phyroplankton
Tempdature on arrival ('C): p.N—

County:
ORANGE
Sample ID:
AB57577
River Basin
CPF
p� WAr�q
PO Number#
1OW3289
p7
Date Received:
010
Report To
RROSP
r�2
0412812
Time Received:
08:15
Collector.
A ROMANSKI
C
Labworks LoginlD
SMATHIS
Region:
RRO
Report Generated:
5113110
Sample Matrix:
WASTEWATER
Date Reported:
05/1312010
Loc.Type:
EFFLUENT
Emergency Yes/No
VisitlD
� t�
COC Yes/No
�� I f
Lot. Deser.: NCG02MERRITSWPOND
Location ID.
NCG02MERRITTSWPOND
Collect Date: 0412712010
Collect Time: 14:35
Sample Depth
Result)
Method
Analysis
CAS # Analvte Name
PQL
Units
Validated by
Qualifier
Reference
Date
LAB
Sample temperature at receipt by lab
2.2
'C
4/28/10
SMATHIS
NUT
NH3 as N in liquid
0.02
0.02 U
mglL as N
Lac10-107-06-1-J
4129110
CGREEN
Total igeldahl N as N In liquid
0.2
0.30
mg1L as N
Lachat107-06-2-1­1
4/30/10
CGREEN
NO2+•NO3 as N in liquid
0.02
0.02 U
rmglL as N
Lac10-107.04-1-c
4/29110
CGREEN
Phosphorus -total as P in liquid
0,02
0.02
mglL as P
Lac10-115-01-1EF
4130/10
CGREEN
MET
7440-22-4
Ag by ICPMS
5
5.0 U
ug1L
EPA 200.8
4/30110
ESTAFFORDI
7429-9D-5
Al by iCP
50
240
ug1L
EPA 200.7
5/11110
ESTAFFORDI
7440-38.2
As by ICPMS
2
2.0 U
ugfL
EPA 200.8
4130/10
ESTAFFORDI
7440-38-3
Ba by ICP
10
�85
ugfL
EPA 2003
5111/10
ESTAFFORDI
7440-41-7
Be by ICP
5
6.0 U
ug1L
EPA 200.7
5/11/10
ESTAFFORDI
7440-70-2
Ca by ICP
0.1
50
mg1L
EPA 200.7
5111110
ESTAFFORDI
7440-43-9
Cd by ICPMS
1
1'0 U
ugfL
EPA 200.8
4130/10
ESTAFFORDI
7440-48-4
Cobalt by ICP
50
50 U
ug1L
EPA 200.7
5/11110
ESTAFFORDI
7440-48-4
Cobalt by ICPMS
50
50 U
ug1L
EPA 200.8
5111110
ESTAFFORDI
744GA7-3
Cf by ICPMS
10
10 U
uglL
EPA 200.8
4130/10
ESTAFFORDI
7440-50-8
Cu by ICPMS
2
2.0 U
ugfL
EPA 200,8
4/30/10
ESTAFFORDI
7439-89-6
Fe by ICP
50
170
ug1L
EPA 200.7
5111110
ESTAFFORDI
7439-97-6
Hg 245-1
0.2
0.20 U
ugfL
EPA245,1
514110
ESTAFFORDI
7439-93-2
Li ICP _ T
25
^ 25 U
ug1L
EPA 200.7
5111/10
ESTAFFORDI
7439-95A
Mg by ICP
0.1
12
mglL
EPA 2007
5/11110
ESTAFFORDI
7439-96-5
Mn by ICPMS
10
96
ugfL
EPA200,8
5111110
ESTAFFORDI
7439.98-7
Mo by ICPMS
10
IOU
ug1L
EPA 200.8
4130/10
ESTAFFORDI
7440-23-5
Na by ICP
0.1
19
mg1L
EPA 200.7
5111110
ESTAFFORDI
7440-02-o
Ni by ICPMS
10
IOU
ugfL
EPA 200.8
4130110
ESTAFFORDI
7439-92-1
Pb by ICPMS
10
IOU
ugfL
EPA 200.8
4130/10
ESTAFFORDI
7440-36-0
Sb by ICPMS
10
IOU
ug1L
EPA 200.8
4130/10
ESTAFFORDI
7782-49-2
Se by ICPMS
5
5.0 U
ugfL
EPA 200.8
4130110
ESTAFFORD1
7440-31.5
Sn by ICPMS
10
10 U
ugfL
EPA 200.8
4/30/10
ESTAFFORDI
7440-28-0
Thallium (TI) ICPMS
10
IOU
ugfL
EPA 200.8
4130110
ESTAFFORDI
7440-32-6
Ti (Titanium) by ICP
10
13
ugfL
EPA 2001
5/11110
ESTAFFORDI
Laboratory section» 1623 Mail Service Center, Raleigh, NC 27699.1623 [phone]
For a detailed description of the qualifier codes refer to www.dwglab.org under Staff Access I 's
Page 1 of 2

NC (DUQ GaboratorySection W§Sufts
Location ID: NCG02MERRITTSWPOND Sample ID: AB57577 Collect Date: 0412712010 Collect Time:: 14:35
M E1
Result/
Method
Analysis
CAS # Anal t1e Name
P L
Units
Validated by
Qualifier
Reference
Date
7440-62-2 V by ICP
25 2510
uglL EPA 200.7
5111110 ESTAFFORDI
7440-6" Zn by ICPMS
10 10 U
ug/L EPA 200.E
4130/10 ESTAFFORDI
Laboratory Section» 1623 Mail Service Center, Raleigh, NC 27699.1623 (9191 733.390E
For a detailed description of the qualifier codes refer to www.dwglab.org under Staff Access
Page 2 of 2

•
COUNTY a,- 4
RIVER RASIN : f
r
REPORT TO ./ C . Regonal Dina
Other
COLLECTOR(S)
Estimated BOD Range:
Seed: Chlorinated:
itatio p1L taboo C de Date Begin ( lmm d
BOD 310 mg/L
COD High 340 mg/L.
COD Low 335 mgfL
Coliform: MF Fecal 31616 /l oom[
Coliform: MF Total 31504 11 OOMI
Coliform' tube Feca] 31615 1100ml
ColiforntFeral Sitep 31673 /IOOo:I
Residue: Total 500 mgfL,
Volatile 505 rrtgl
Fixed 510 mg/L
Residue, Suspended S30 m8lL
Volatile 535 mgfL.
Fixed 540 mgfL
pH 403 units
Acidity to pH-4.5 436 mp/L
Acidity to pH 8.3 435 m8/L
Alkalinity to pH 8.3 415 mgfL
Alkalinity to pH 4.5 410 mglL
TOC 680 m8/L
Turbidity 76 N U
Colifcnn Total Tube 1100 ml
1°t,�')3,I'
DIVISION OF WATER QUALITY
Chemistry Laboratory Report I Water Quality
❑ SAtiTPLE TYPE
PR]oR1rY
AMBIENT
_J/
QA STREAM EFFLUENT
i%
COMPLIANCE
CHAw OF CIfSTODY
LAKE INFLUENT
El EMERGENCY
VISIT iD
o
� ESTUARY
❑
a
Station Location: N�G�O '�t-F rl`S
Remarks:
Date End (yy mld
Time
a�,1,\
T5i a
ter}}
Depth - DM, D8, DBM
Value Type - A,11, L
Z
Chloride 940 mgfL
Chlorophyll a EPA 445.0 modified option ugfL
Color: True Bo e.u.
Color (PH) 83 PH- c-u.
Color: pH 7.6 82 c.u.
Cyanide 720 mgfL
Fluoride 951 mg/L
Formaldehyde 71880 mg/L
Grease and Oils 556 mg/L
Hardness Total 900 m81L
Specific Cond. 95 umhoslcm
MBAS 39260 mg/L
Phenols 32730 uF/L
Sulfate 945 m&IL,
Sulfide 745 mg/L
Boron
Tannin & Lispin ugfL
Hevave]ent Chromium ugfL
Bicarbonate -ZtL
Carbonate mg/L
Total Dissolved Solids mg/L
NH3 as N 610 mgIL
i
TKN an N 625 m&(L
02 plus NO3 as N 630 mg(L.
. Total as P 665 mg/L
PO4 as P 70507 mg/L
P: Dissolwd as P 666 mg/L
K-Potassium mg/L
Cd-Cadmium I027 ug/L
Cr-Chramium:Tota] 1034 ug/L
Cu- Copper 1042 ug/L
Ni-Nickel 1067 u8/L
Pb-Lead 1051 ugfL
Zn- Zinc 1092 ugfL
V-Vanadium ug/L
Ag- Sil. 1071 ug//L,
A]- Aluminum 1 105 ugfL
Be -Beryllium to12 ug/L
Ca- Calcium 916 mgfL
Ca -Cobalt 1037 uE&
Fe- Iron 1045 ugfL
Mo-Malybdenum ug/L
Sb-Antimony ug/L
Sn-Tin ug/L
TI-Thallium ug/L,
Tr -Titanium ug/L,
Hg-1631 ngfL
Date Reeeised : 4 _ r% 1
Time Received: L. 1
Receiw:d By Q 1
I 1
j Data Released :
II Date Reported:
Composite-T, S, B
Li -Lithium 1 132 ug/L
Mg- Magnesium 927 mg/L
J
Mn-Manganese 1055 ug/L
Na-Sodium 929 m81L
Arseric:Tata] 1002 u&fL
Se- Selenium 1147 ug/L
Hg- Mercury 71900 ug/L
Ba Badurrt ugfL
Grganochlorinc Pesticides
Organophosphorus Pesticides
Organonitrogen Pesticides
Acid Herbicides
BasefNeutral&Acid Rdrectable Orgnnics
TPH Diesel Range
Purgeable Organics (VOA bottle req'd)
TPH Gasoline Range
TMEITEX Gasoline Range
Phytoplankion
Tempelature an arrival ("C)-

County:
ORANGE
Sample ID:
AB57578
River Basin
CPF
�pF VIA pFRQ
PO Number It
1OW3290
Report To
RROSP
b
Date Received;
041281201D
�2
r
Time Received:
08:15
Collector.
A ROMANSKI
-N,Labworks
Log'inlD
SMATHIS
Region:
RRD
Reporl Generated;
5113/10
Sample Matrix:
WASTEWATER.
Date Reported;
05113l2010
Loc. Type:
EFFLUENT
Emergency YeslNo
Visi116
CDC Yes/No
Loc. Descr.: NCG02MERRITBASINI CDQ�1/✓Ar;ri `)
� Jl`y�( L D
¢`-'� 11 t I1
V
Location ID:
NCG02MERRITTBASINI
Collect Date: 0412712010
Collect Time: 15:10
Sample Depth
CAS #
LAB
Analyte Name
Sample temperature at receipt by lab
PQL
-
Result/
Qualifier
2.2
Units
°C
Method
Reference
Analysis
Date
4128110
Validated by
SMATHIS
NUT
NH3 as N in liquid
0.02
0.02 U
mg1L as N
LacIO-107-06-1-J
4/29/10
CGREEN
Total Kjeldahl N as N in liquid
0.2
0.52
mg1L as N
Lachat107-06-2-H
4130110
CGREEN
NO2+NO3 as N in liquid
0.02
0.80
mg1L as N
LacIO-107-04-1-c
4129110
CGREEN
Phosphorus_ total as P in liquid
0.02
0.04
mg1L as P
Loci 0-115-01-1EF
4130110
CGREEN
MET
7440-224
Ag by ICPMS
5
5.0 U
ug/L
EPA 200.8
4l30110
ESTAFFORDI
7429-9D-5
Al by ICP
50
390
ug1L
EPA 200.7
5/11/10
ESTAFFORDI
7440-38-2
As by ICPMS
2
2.0 U
ug1L
EPA 200.8
4130110
ESTAFFORDI
7440-38-3
Ba by ICP
10
130
ug/L
EPA 200.7
5111110
ESTAFFORD1
744GAl-7
Be by ICP
5
5.0 U
ug1L
EPA 200.7
5/11/10
ESTAFFORDI
7440-70-2
Ca by ICP
0.1
15
mg1L
EPA200.7
5111110
ESTAFFORDI
7440-43-9
Cd by ICPMS
1
1.0 U
ug1L
EPA 200.E
4130110
ESTAFFORDI
7440.48-4
Cobalt by ICP
50
50 U
ug/L
EPA 200.7
5111M0
ESTAFFORDI
7440-48-4
Cobalt by ICPMS
50
50 U
ug/L
EPA 200.8
5/11110
ESTAFFORDI
7440A7-3
Cr by ICPMS
10
10 U
uglL
EPA 200.8
4130110
ESTAFFORDI
7440.50-8
Cu by ICPMS
2
2.0 U
ug/L
EPA 200,8
413D110
ESTAFFORDI
7439-89-6
Fe by ICP
50
350
ug1L
EPA 200.7
5111110
ESTAFFORDI
7439-97-6
Hg 245A
0.2
0.20 U
ug1L
EPA 245.1
514110
ESTAFFORDI
7439-93-2
Li ICP
25
25 U
uglL
EPA 200.7
6/11/10
ESTAFFORDI
7439-95.4
Mg by ICP
0.1
4.1
mg/L
EPA 200,7
511100
ESTAFFORDI
7439-96-5
Mn by ICPMS
10
110
ug1L
EPA 200.8
5111l10
ESTAFFORDI
7439-98-7
Mo by ICPMS
10
IOU
ug1L
EPA 200.8
4/30/10
ESTAFFORD1
7440-23-5
Na by ICP
D.1
15
mg1L
EPA 200 7
5/11/10
ESTAFFORDI
7440-02-0
Ni by ICPMS
10
10 U
ug1L
EPA 200.6
4130110
ESTAFFORDI
7439-92-1
Pb by ICPMS
10
10 U
u91L
EPA 200.6
4130110
ESTAFFORDI
7440-36-0
Sb by ICPMS
10
IOU
ug/L
EPA 200,8
413D110
ESTAFFORD1
7782-49-2
Se by ICPMS
5
5.0 U
ug/L
EPA 200.8
4/30110
ESTAFFORDI
7440-31-5
Sn by ICPMS
10
10 U
u L
a1
EPA 200.8
4130I10
ESTAFFORDI
_
7440-28-0
Thallium (TI) ICPMS
10
IOU
ug1L
EPA 200.8
4130110 ESTARfiORD1 1
7440-32-6
Ti (Titanium) by ICP
10
19
ug1L
EPA 200.7 11h0 44
ESTAFFORDI I
Laboratory Section?> 1623 Mail Service Center, Raleigh, NC 27699-1623 t919) 733-3908 2 t V 1 9 2 t
For a detailed description of the qualifier codes refer to www.dwglab.org under Staff Access
Page 1 of ��f";hti �_'•:

NC(DWQ La6oratory Section Wssults %
-ocation Id: NCG02MERRITTBASINI Sample ID: A857578 Collect pate: 04/2712010 Collect Time:: 15:10
MET
Result/ Method
Analysis
CAS #
Analyte !Name
PQL Units
Validal b
Qualifier Reference
Date
7440-62-2
V by ICP
25 25 U ug1L EPA 200.7
5/11110 ESTAFFOR01
7440-66-8
Zn by ICPMS
10 IOU ugIL EPA 200.8
4130I10 ESTAFFOROI
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
For a detailed description of the qualifier codes refer to www.dwglab.org under Staff Access
Page 2 of 2

0
courrrY ^"
RIVER HASLti : '1
REPORT TO Regional Office
Other
COLLECTORn : • /�Q%Ll,aff,5�"�f c
Estimated HOD Range:
Seed: Chlorinated:
Station NILPy eop Cade Date n (Writ//dd
BOD 310 mg/L
COD High 340 m8/1-
COD Law 335 mg/L
Coliform: MF Fecal 316)6 /I00ml
CallfOrrn: MF Total 31504 I100ml
Coliform: tube Fecal 31615 /100m1
Colifa m: Fecal trep 31673 /t00ml
Residue Total 500 my/L
Volatile 505 mgrL
Fixed 510 mgIL
Residue; Suspended 51a mg/L
Volatile 535 mg/L
Fixed 540 rasti-
pH 403 units
Acidity to p144 5 436 mg/L
Acidity to pH 8.3 43 5 mg/L
Alkalinity to pH 8.3 415 mg/L.
Alkalinity to pH 4.5 410 mg/L
TOC 680 mg/L
Turbidity 76 N IJ
Colifarm Total Tube 1I00 ml
COMMENTS:
)OW (3Zq°
DIVISION OF WATER QUALM
Chemistry Laboratory Report! Water Quality
SAMPLE TYPE
R1p ORf[Y
AMBIENT
QA - STREAM FFLUENT
"''"''EPEE`"`'"''"'
COMPLIANCE
CHAIN OF CUSTODY
1
LAKE INFLUENT
El EMERGENCY
VISIT ID
ESTUARY
Station Location: C6 QO� A rj ,` Q�Ji n
❑
!r
Remarks:
1
DsteDste E�
Time n
3; oo
T' land
7,� to
Depth - DM, DH, DH3'1
Value Type - A, H. L
��o Z
f
Q
Chloride 940 MvL
Chlorophyll a £PA 445.0 modified option ug/L
Color: True 80 C.U.
Color: (pH) 83 pH- cu.
Color pH 7,6 82 C.U.
Cyanide 720 -gfL
Fluoride 951 mgfL.
Formaldehyde 71880 mg/L
Grewe and Oils 556 mp/L
Hardness Total 900 mg1L
Specific Cund. 95 umhos/cm
MRAS 38260 mg/L
Phenols 32730 ug(L
Sulfate 945 mg/L
Sulfide 745 mg/L.
Horan
Tannin & Ligrin ugrl.
H,wr-Ient Chromium ugfL
Bicarbonate mg/L
Carbonate m&/L,
Total Dissolved Solids m8/L,
NH3 as N 610 me/L.
T, an N 625 m8/L
NO2 plus NO3 as N 630 mg1L
P: Total as P 665 mejL
PO4 as P 70507 mg/L
P: Dumhed as P 666 mg/L
K-Potassium mg/L
Cd- Cadmium 1027 - ug/L
-
Cr-Chromium-Tota11034 ug/L,
Cu- Copper 1042 uQjL.
Ni-Nickel 1067 u8/L.
.-
Pb- Lead 1051 ugfL
Zn- Zinc 1092 ugfL
V-Vanadium ug/L
Ag- Silver 1077 tjWL
Al- Aluminum 1105 ug/L
Be, Beryllium 1012 ug1L
Ca- Caltium 916 mg&
Co -Cobalt 1037 u91L
Fe. Iran 1045 u8/L
MO -Molybdenum u8/L
Sb-Antimony a8/L.
Sn-Tin ug/L
71-Thallium upfL
Ti-Tdaniurn u8/L,
Hg-1 611 ng/L
umber ��
DatcReceived: �(_ !0
Time Receirc-d
Rceci<ed By L.J Ua r
U
Data Released :
Date Reported
Camposile-T, S, R
Li -Lithium 1132 ug/L
Mg- Magnesium 927 m&/L.
Mn-Man1mnese 1055 ug/L
i
Na-Sodium 929 mwL
Arsenic,Total1002 ug/L
Se- Sclentum1147 ug/L
H-R. Mercury 71900 uF/L
Be -Barium uSIL
Organochlorine Pesticides
Organophosphorus Pesticides
Organonitrogen Pesticides
Acid Herbicides
6aseJNeutra[&Acid Emractable Organics
TPH Diesel Range
Purgeable Orpnics (VGA bottle req'd)
TP14 Gasoline pt ngc
T WBTFJt Gasoline Range
Phytoplanklon
Tempeiature on arrival ("C):

u
62S
•
ENGINEERING & ENVIRONMENTAL SCIENCE COMPANY
3008 ANDERSON DRIVE, SUITE 102
March 19, 2009
Mr. Tony Merritt
Tony Merritt's Gravel Pit
3200 Damascus Church Road
Chapel Hill, NC 27516
Re: Tony Merritt's Gravel Pit
Orange County
Cape Fear River Basin
Dear Mr. Merritt:
RALEIGH, NC 27609
[phone]
3 2009
,J'j J1�N
The following discusses the existing above referenced mine and the stormwater
evaluation.
GENERAL PRO.IECT DISCUSION
Tony Merritt's Gravel Pit (Permit No. 68-04) is located 1/4 mile west of the intersection
of Smith Level Rd and Damascus Church Rd. (See Figure f Attachment A.) The subject
mine is composed of three (3) tracts of land totaling 26 acres. Ms. Lela Lou Merritt owns
two (2) of the tracts (25.51 acres) and the third tract (0.49acres) is owned by Tony
Merritt.
Up to 17.79 acres is proposed for disturbance in the next 10-years. Land disturbance will
mciude the placement of beneficial fill after each area of the mine is depleted.
At the present time, no outlet for gravity flow is provided for the stormwater at the mine
area. Stormwater accumulates in the excavation and the water level generally reflects the
groundwater table. During heavy rains and during the late fall to early sprint; months,
pumping is required. Pumping is normally conducted on average 48 hours per month at a
maximum rate of 1000gpm. The primary spillway (Basin No. 1) has a horizontal and
vertical corrugate metal pipe that can pass the 25-year rain event.
As mining progresses to the south, the beneficial till will be placed along the northern
portion of the mine. The existing Basin No. 1 will need to be enlarged to accommodate
runoff from the beneficial fill embankment slope. The basin at this time will have a
targeted partial collection size of 19 micron.
To aid in sediment removal a Faircloth Skimmer is to be installed to drain the basin. The
2 inch sized skimmer can drain the basin within L I days for the initial basin size and 3.3
days when the basin is enlarged.

IP
Near the end of the mine activity, a new basin (Basin No.2) will need to be added, as
water will no longer be accumulating in the mine. This basin will also have a horizontal
and vertical pipe as the primary spillway and can pass at least the 2-year rain event. A
grass lined earth spillway will be provided for the secondary spillway: The primary and
secondary spillway can pass the 25-year rain event.
For stability of the beneficial fill placement perimeter ditches (Ditch No.l and No.2) will
be provided around the perimeter of the beneficial fill. Silt fence as needed will be
installed at the toe of the beneficial fill embankment where runoff is not collected by the
basins.
EROSION CONTROL AND PUMP DICHARGE
Attachment B contains the erosion control calculations and the targeted particle size
collection during pumping. Basin No. 1 can trap the 30 micron particle initially. Once
the basin size is increased the 19 micron particle size is targeted.
DEWATERING OPERATION AND MANAGEMENT PLAN
The accompanying mine maps provide the safeguards to insure that the dewatering of the
mine does not impact the adjacent unnamed stream. One (1) monitoring well will be
installed between the mine and the stream. Monitoring the water level estimated inside
the mine and at the monitoring well will be conducted to evaluate the drawdown curve of
the water table. Adjustments of the mine dewatering activity will be made depending on
the information collected and further analyses needed.
CLOSURE
We appreciate serving Merritt's Gravel Pit on this project. Please contact us if you have
any further questions.
Sincerely
hr
. Patrick Shil Kint0ZP'r__
President
Attachment A: Figure I
Attachment B: Calculations
CC: Jennifer Jones-3 copies
Autumn Hoban-2 copies
�4
62S

G2s

Y
Scale 1 " - 1000' Approx.
G2sENGINEERING& �RrNVIMENTAL
SCIENCE OMPA300EANDERSOOR,, SUrrE 102
RALEIGH, NORTH CAROUNA 27E09
(219)781-779E
Vicinty Map
"cony Mcrritt's Gravel Pit �i9�
Mine Permit No_ 68-04 P�
3200 Damascus Chruch Road 1
Orange County. NC

0 •
62S

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�{
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2 ENGINEERING 8 ENVIRONMENTAL
SCIENCE COpNRP�ANY
J RALE Am C R L%A27609
Viciniy Map
Tnnv Merritt's Gravel Pit �19/0B
Mine Permit a�v
3200 Dmitascus Chnlch Ruad 1
Orange County, NC

1.
�. Appendices
�aieigh.
North Carolina
35.8706N,.78.7864W
AR]'
5 min.
10 min.
15 min.
30 min.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
2
5.58
4.46
3.74
2.58
1.62
0.94
0.66
0.40
0.24
0.14
10
7.08
5.66
4.78
3.46
225
1.33
0.95
0.58
0.34
0.021
25
7.78
6.19
5.24
3.88
2.58
1.54
1.11
0.68
0.41
0.24
100
8.64
6.86
5.78
4.43
3.05
1.85
1.36
0.84
0.51
0,30
ARI*
; 5 min.
10 min.
15 min.
30 min.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
2
6.11
4.88
4.09
2.83
1.77
1.04
0.74
0,44
0.26
0.15
10
7.96
6.36
5.36
3.88
2.53
1.54
1.10
0.66
0.39
0.23
25
8.94
7.13
6.02
4.46
2.97
1.83
1.32
0.80
0.47
0.28
100
10.44
8.29
6.99
5.35
3.69
2.29
1.69
1.03
0.62
0.36
Wilminciton,
North Carolina 34.2683N,
77.9061W
ARI*
5 min.
10 min.
15 min.
30 min.
60 min.
120 min
(years) .
2
7.39
5.92
4.96
3.42
2.15
1.28
10
9.70
7.75
6.54
4.74
3.08
1.94
25
10.98
8.75
7.40
5.48
3.65
2.38
100
12.92
10.27
8.55
6.63
4.56
3.18
Washington,
North Carolina _35.5333N
77.0167W
ARI*
5 min.
10 min.
15 min.
30 min.
60 min.
120 min
(years)
2
6.41
5.12
4.29
2.96
1.86
1.10
10
8.38
6.70
5.65
4.09
2.66
1.64
25
9.48
7.55
6.38
4.73
3.15
1.99
100
11.16
- 8.87
7.47
5.72
3.94
2.58
3 hr.
6 hr.
12 hr.
24 hr.
0.91
0.56
0.33
0.19
1.39
0.87
0.51
0.30
1.73
1.08
0.64
0.38
2.37
1.49
0.89
0.53
3 hr.
6 hr.
12 hr.
24 hr.
0.78
0.47
0.27
0.16
1.19
0.72
0.42
0.25
1.46
0.88
0.52
0.31
1.93
1.18
0.70
0.42
ARI*
5 min.
10 min.
15 min.
30 min'.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
2
6.46
5.16
4,32
2.99
1.87
1.08
0.79
0.48
0.29
0.17
10
8.47
6.77
5.71
4.14
2.69
1.62
1.20
0.74
0.44
0.27
25
9.56
7.62
6.44
477
3.17
1.96
1.47
0.91
0.54
0.33
100
11.26
8.95
7,54
5.77
3.98
2.54
1.95
1.21
0.73
0.44
ARI'
5 min.
10 rain.
15 min.
30 min.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
2
7.20
5.75
4.82
3.33
2.09
1.29
0.94
0.58
0.34
0.20
10
9.41
7.52
6.35
4.60
2.99
1.93
1,43
0.89
0.53
0.31
25
10.66
8.49
7.18
5.31
3.54
2.33
1.75
1.09
0.65
0.38
100
12.53
9.95
8.39
6.42
4.42
3.03
2.32
1.45
0.38
0.51
Rev. 6106
8.03.9

I-B
r
L.
Table 8.03b
Value of Runoff Coefficient
(C) for Rational Formula
Land Use
C
Land Use
C
Business:
Lawns:
Downtown areas
0.70-0,95
Sandy soil, flat, 2%--
0.05-0.10
Neighborhood areas
0.50-0.70
Sandy soil, ave., .-- .
0.10-0.15
2-7%
0.15-0.20
Residential:
Sandy soil, steep,
0.13-0.17
Siingle-family areas
0.30-0.50
7%
0.1.8-0.22
Multi units, detached
. 0.40-0.60
Heavy soil, flat, 2%
0.25-0.35
Multi units, Attached
0.60-0.75
Heavy soil, ave.,
Suburban
0.25-0.40
2.7%
3nd ustrial:
Heavy soil, steep,
-
0.30-0.60
Light areas
0.50-0.80
7%
0.20-0.50
Heavy areas
0.60-0.90
Agricultural land:
Parks, cemeteries
0.10-0.25
Bare packed soil
0.30-0.60
Smooth
0. -
Playgrounds
0.20-0.35­
ZiMIT-
a e rows ,
07-M-0 15
Railroad yard areas
0.20-0.40
Heavy soil no crop
Heavy soil with
0.15-0.45
Unimproved areas
0.1 Q-0.30
crop
0.05-0.25
Streets:
Sandy soil no crop
0.05-0.25
Asphalt
0.70-0.95
Sandy soil with
Concrete
0.80-0.95
crop
0.10-0.25
Brick
0.70-0.85
Pasture
avy Sol
0.15-0.
Drives and walks
0.75-0.85
. dy s.Q'I
0.05-0.2
o ands
.05-0.25
Roofs
0.75-0.85
NOTE: The designer
must use judgement
to select the appropriate
C
value within the range
for the appropriate
land use. Generally, larger
areas with permeable
soils, flat slopes, and dense vegetation
should
have lowest C values.
Smaller areas
with slowly permeable
soils, steep
slopes, and sparse vegetation should be assigned highest C values.
Source: American Society of Civil Engineers
8.03.6 Rev. 6/06

• Appendices
Table 8.03h Roughness
coefficients (Manning's n)
for sheet flow
Equation 8.03g
Surface description
n'
Smooth surface (concrete, asphalt, gravel, or bare
0.01
soil)
Fallow (no residue) ................................................
0.05
Cultivated soils:
Residue cover <_ 20%..........................................
0.06
Residue cover > 20%...........................................
0.17
Grass:
Short grass prairies .............................................
15
Dense grassesz....................................................
0.
Bermudagrass......................................................
0.41
Range (nutral).........................................................
0.13
Woods: 3
Light underbrush .................................................
0.40
Dense underbrush ...............................................
0,80
1 The n values are a composite of information compiled by Engman (1986).
2 Includes species such as weeping lovegrass, bluegrass, buffaio grass, blue grama
grass, and native grass mixtures.
3 When selecting n , consider cover to a height of about 0.1 ft. This
is the only part of
the plant cover that will obstruct sheet flow.
For sheet flow of less than 300 feet, use Manning's kinematic solution
(Overtop and Meadows 1976) to compute Tt:
Q.007(nL)U.8
Tt — /p z)0.5s0.4
ll
where:
Tt = Travel time (hr)
n = Manning's roughness coefficient (Table 8.03h)
L = flow length (ft) _
p2 = 2-year, 24-hour rainfall (in)
s = slope of hydraulic grade line (land slope, ft/ft)
This simplified Form of the Manning's kinematic solution is based on the
following: (l) shallow steady uniform flow, (2) constant intensity of rainfall
excess (that part of a rain available ror nmoff). (3) rainfall duration of 24
hours, and (4) minor effect of infiltration on travel time.
Rev. 6/06 8.03.27

IS 714C o
14 35 3 7e
7�e f �f i4we
e-) Z- v - 4 / -% i -L -r-f 2-
Ii V. 11\ ✓ U. U L- / W.411 - I T
it
.57
-24
ii

IL6�S

. -
mu.e;=ir, m/�c
'3 4 6 s �
' _-_--
Pall velocity, ft/soc See inset
-- ' o~
'-- s ---
e
�
-__
0.02
,o"�=====a�=/
^
--__ ' ---
' .-
�"
10-5 10-1 103 | n�8� m ' m 1 ."-
n�v �~�~~~`~
���" _-_
Fall wmo"ity.*/sw
- 4 - 8 .. .. .. - 3 4 6 8 - -
on oo
---___--- _ `_--_
Fall velocity, m/so

11
0.
74�
12-
k7
Hl �W3
1 2

(2S
li 2 n-4
ire
is
17 4247
L4
---- -------

® . .
to be reduced using step 2 to adjust the flow rate for the basin's volume. (it needs a 3.2"
diameter orifice.)
11/2" skimmer:
1,728
cubic feet in 24 hours
6,912
cubic feet in 4 days
with a 1'/2" head
3,456
cubic feet in 2 days
.12,096
cubic feet in 7 days
5,184
cubic feet in 3 days
-(" ki er:
3,283
cubic feet in 24 hours
13,132
cubic feet in 4 days
with dblhead
6,566
cubic feet in 2 days
22,982
cubic feet in 7 days
9,849
cubic feet in 3 days
2'/2" skimmer:
6,234
cubic feet in 24 hours
24,936
cubic feet in 4 days
with a 2.5" head
12,468
cubic feet in 2 days
43,638
cubic feet in 7 days
Revised 11-6-07
18,702
cubic feet in 3 days
3" skimmer: 9,774 cubic feet in 24 hours 39,096 cubic feet in 4 days
with a 3" head 19,547 cubic feet in 2 days 68,415 cubic feet in 7 days
29,322 cubic feet in 3 days
4" skimmer:
20,109 cubic feet in 24 hours
80,436 cubic feet in 4 days
with a 4" head
40,218 cubic feet in 2 days
140,763
cubic feet in 7 days
Revised 11-6-07
60,327 cubic feet in 3 days
5" skimmer:
32,832 cubic feet in 24 hours
131,328
cubic feet in 4 days
with a 4". head
65,664 cubic feet in 2 days
229,824
cubic feet in 7 days
98,496 cubic feet in 3 days
6" skimmer:
51,840 cubic feet in 24 hours
207,360
cubic feet in 4 days
with a 5" head
103,680 cubic feet in 2 days
362,880
cubic feet in 7 days
155,520 cubic feet in 3 days
8" skimmer:
97,978 cubic feet in 24 hours
301,912
cubic feet in 4 days
with a 6" head
195,956 cubic feet in 2 days
685,846
cubic feet in 7 days
CUSTOM
293,934 cubic feet in 3 days
MADE BY ORDER
CALLI
Determining the Orifice
Step 2. To determine the orifice required to reduce the flow rate for the basin's volume and the
number of days to drain the basin, simply use the formula volume = factor (from the chart
below) for the same size skimmer chosen in the first step and the same number of days. This
calculation will give the area of the required orifice. Then calculate the orifice radius using Area
Tr rz and solving for r, r = J.4rea/ 3.14) .The supplied cutter can be adjusted to this radius to
cut the orifice in the plug. The instructions with the plug and cutter has a ruler divided into tenths
of inches. Again, this step is not always necessary as explained above.
An alternative method is to use the orifice equation with the head for a particular skimmer
shown on the previous page amine the orifice needed to give the required flow for the
volume and draw down time. 0.5 is used in this chart.
Example: A 4" skimmer is the smallest skimmer that will drain 39,000 cubic feet in 3 days but a
4" inlet will drain the basin too fast (in 1.9 days) To determine the orifice required use the factor
of 4,803 from the chart below for a 4" skimmer and a drawdown time of 3 days. 39,000 cubic
November 6, 2007 2

L4 tf�/
dRr �'
. . . . . . . . . . . .
(— ,-a 5,5 — 5 r P t, ` LI
Owl"
- - - -------------- - -------

0
it
it
Ir
rl
74
/P Lv L4 tw,, .1 Y
77-
V,01 r
ve
ii
11
i
.
.r

1 fi % v►vG21�3 f Goy
�j
� �Cid�►r�y
r
r /_
f�3e4l�- ---
7'L &re
boy��c�
-------.�._—_._
- ---.--------
---------
I A143
-------- __ . - - - -�
------ -- --- ---, --_ -_ -.............. _..._ ....
tSl`

_® .0
Z (slope)
Area
Slope
Q (flow)
n
depth
V
Tau
P
R
Width
3
3.0007
0.05
6.896561
0.068
0.37
2,298317
1.1544
9,340085
0.321271
7
Watershed: INSERT FLOW RATES HERE
basin 2 Q2=
010=
Q25= 6.9
SLOPE= 0.05
Width= . 7
h-vr"e) is
r

- - - - - - - - - - -
5a6 14&yw,
i Ate 7,-o -F).7-
knll
e W7
7-A
k4e)
121-
11

A
0-
Appendices
r 20
3o
Outlet W = 0o + La
Pipe
diameter (Do) 1
ilwater - 0.50o
plc 60 l I
et�g r i
V50'
10
/0.
20
17,t?
50 100
Discharge (O/sec)
2
a
C�
0
' 1 Ln
00,
0
1000
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw < 0.5 diameter).
Rev. 12,93
8.06.3

1 �'1 ' 0 `� /✓ � � ! ` Q � � �i' di ( ! ,,A
b
SV / Fj�iv g Q ,r. .tSlti�Q
n'(V
r f-
Of
_
r1171,ICI,

'Sex D,
pi 75
-- i jaw `�' �!�`,'If � C ,�pl C r�%•� �v_� f� �s it �'rd' 7�'�?G off, G �1 u�
ff
I1 � ll ✓1 fC� � � er � a''!! Lvi �1� rF d 1� ,� v�� �1
oV �j 7Fr i^ ra to`)
! 5�V1J!!Vi yr,K�+- d%'_IrU�f
�/1/1,! � ��`1%Y1I`fQt4 ���C / �►G�1"t��? d.'`� j��"� "� ��,f. �+'..�d �' �2"'�rt
I
1
�' '�" �..� �-., `J� �!r L Yet � � 'f. 'y !� "!'� � !.✓� r /�,�! � .�. c..�5 �G L�pr t� ��
i
`a�._rep

f.CG� rr � /�G Y� Ste•
i
Z (slope)
4
Watershed:
Area
1.949376
2-year
Slope
0.015
Q (flow)
7.197628
J
n
0,02
a-6 JIU, I
depth
0.312
IvG• f� �� y �]
V
3.692273
�e
Tau
0,292032
P
7,572818
R
0.257418
Width
5
INSERT FLOW RATES HERE
Q2=
0.72
Q10=
Q25=
0
SLOPE=
0.015
Width=
5
For'V' Ditch
LEGEND:
Z- Side Slope (H:V) (unitless)
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ftls)
Tau: Shear Stress (Ibl sq. ft,)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lb/ft^3)
62.4

,0 1 7-yPa�-5��uw6
Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
4.410636
2-year
Q2= 0.72
Slope
0,015
Q10=
Q (flow)
7.212051
— Sf'a w �"�
Q25= 0
n
0,065
SLOPE= 0.015
depth
V
0.597
1.635
h r /'I") -
s r 01033 W, 7 *
Width= 5
For'V' Ditch
Tau
0F� ,,,�►,*r
P
R
9,922988
0.444487
'sae ve3gl 5 rP'_p
LEGEND:
Z-Side Slope (H;V) (unitless)
Width
5
U(,g-- 0, T r G✓�^ �PY1IP�
Area- (sq. ft)
Slope: Channel Slope (fUft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
L/ �J r�l �
depth: flow depth (ft)
f �4
V: Velocity (ftls)
Tau'. Shear Stress (Ibl sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lblft^3)
62.4

Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
3.8664
10-year
Q2= 0
Slope
0.015
010= 4.8
Q (flow)
4.799686
Q25= 0
n
0.081
SLOPE= 0.015
depth
0.54
6 k
Width= 5
V
Q241384
For'V' Ditch
Tau
0.50544
P
9.452954
LEGEND:
R
0.409015
Z- Side Slope (H:V) (unitiess)
Width
5
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
/ r
�ra 5 1
Guuri
�"_
V: Velocity (ft/s)
V y
Tau: Shear Stress (lb/ sq. ft.)
$^ V L
P: Wetted Perimeter (ft)
v-r'SU�
I/
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
to ,
unit weight of water (lb/ft^3)
62.4

Z (slope)
Area
Slope
Q (flow)
n
depth
V
Tau
P
R
Width
4
Watershed:
2,342076
&W-year
0.092
2
7.1837
0.065
0.363
3.06 22
2.08 9
TO.
7. 93375�
0,293002
5
INSERT FLOW RATES HERE
Q2=
7.2
Q10=
Q25=
0
SLOPE=
0.092
Width=
5
For'V' Ditch
LEGEND:
Z- Side Slope (H:V) (unitless)
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ft/s)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lb/ft^3)
62.4

Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
1.5704
2-year
Q2= 7.2
Slope
0.092
Q10=
Q (flow)
7,180693
Q25= 0 .
n
0.036
SLOPE= 0.092
depth
0.26
Width= 5
V
Tau
4.572525
1.492608
For'V' Ditch
P
7.144015
LEGEND:
R
0.21982
Z- Side Slope (H:V) (unitless)
Width
5
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ft/s)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lblft^3)
62.4

Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
1.926924
10-year
Q2=
Slope
0.092
010= 4.8
Q (flow)
4.800728
Q25=
n
0.073
SLOPE= 0,092
depth
0,309
Width= 5
V
For'V' Ditch
Tau
:491
3907
P
7,548079
LEGEND:
R
0,255287
Z- Side Slope (H:V) (unitless)
Width
5
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
f x
= 0
Su rC �,Vi
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
V
1��' ry Q 7 3
depth: flow depth (ft)
V: Veiocity (ftls)
v
Tau: Shear Stress (Ibl sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lblft^3)
62.4

017,
'f ILI
Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
2.730684
25-year
Q2=
Slope
0,092
Q 10=
Q (flow)
5.308758
Q25= 5.3
n
0.
SLOPE- 0.092
depth
4
Width= 5
V
1.944113
For 'V' Ditch
Tau
2.359469
P
8.389193
LEGEND:
R
0.3255
Z- Side Slope (H:V) (unitless)
Width
5
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
11 J<
`
V: Velocity (ft/s)
n
Tau: Shear Stress (Ibl sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (Iblft^3)
62.4

Z (slope)
Area
Slope
Q (flow)
n
depth
V
Tau
R
Width
4
Watershed:
1.286844
2-year
0.17
7.234246
0.036
0.219
5.621696 _
����
2.323152rJ
6.80592
f J
0,189077
5
INSERT FLOW RATES HERE
Q2=
7.2
Q10=
Q25=
SLOPE=
0.17
Width=
5
For 'V' Ditch
LEGEND:
Z- Side Slope (H.V) (unitless)
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ft/s)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (Ib/ft^3)
62.4

Z (slope)
4
Watershed: INSERT FLOW RATES HERE
Area
2,623616
2-year Q2= 7.2
Slope
0.17
Q 10=
Q (flow)
7.202022
025=
n
0.104
SLOPE= 0.17
depth
0.398
Width= 5
V
2.745075
For'V' Ditch
Tau
4.221984
P
8.281992
LEGEND:
R
0.316786
Z- Side Slope (H:V) (unitless)
Width
5
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ftls)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted -Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (Iblft"3)
62.4

ji I /) ; f,, � 2
't� Z wf'l l he Iv
�- u-, Je C, fJ
u w. vayi�/f �r yyl yvrd `�;
Q'F ��' f 5� G4 �C u �sr J�•s �✓�� - -
I 2 �vYr•e►��� D��I 6L
V.
V-16
yZ
5,3
0,0 7,
J.J
-
2s-�
Od -
TIC
///A
D,� 2
I 'Gi)
4,7
r
7,0
If

07r —
t
IA U-7p
f � G� n�+ ] � �� '�''J ✓I d ✓�,► air ' � � 1 /1 � �/Yl i -
I
f
�� ' j(�A 7 i ✓�% �,j� a�C�i! / ✓[� J kA�( �- _1 T, �/� /�i // r j / a !� n/
744
i
y,-4 t j7 / _J pf
`T T i
o�z.�.y��5'd7/�19
/70l'0-
PP07
IqA ,11yool
i

S
Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
3,634736
2-year
Q2= 16.7
Slope
0,02
Q10=
Q (flow)
16.67035
Q25=
n
0.02
SLOPE= 0.02
depth
V
t-zo
5
Width= 10
For 'V' Ditch
Tau
0.401856
P
12.65528
LEGEND?
R
-0,287211
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (ftlft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ft/s)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lblft^3)
62.4

Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
7,947824
2-year
Q2= 16.7
Slope
0.02
Q10=
Q (flow)
16.7021
Q25=
n
0,065
SLOPE= 0.02
depth
0.634
Width= 10
V
Tau
2;1 1468
79
% C ! �S 2
For 'V' pitch
P
15.2281
LEGEND:
R
0.521918
o r
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (fUs)
Tau; Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lb/ft^3)
62.4

Z (slope)
4 Watershed:
INSERT FLOW RATES HERE
Area
4,587264 10
Q2=
Slope
0.02
Q10= 5.3
Q (flow)
5.291341
025=
n
C.09 I
SLOPE= 0.02
depth
Width= 10
V
1.153485 Q, ��
For'V' Ditch
Tau
0. 4208
P
13.2655
LEGEND:
R
0,345804
Z- Side Slope (KV) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
VY
a, Q
n: Manning's Coefficient (unitless)
depth:' flow depth (ft)
f
V: Velocity (ftls)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
r —✓�5 i✓'ter' Y'
unit weight of water (Its/ft^3)
62.4

Z (slope)
4 Watershed:
INSERT FLOW RATES HERE
Area
7,233584 25-year
Q2=
Slope
0.02
Q 10=
. Q (flow)
6.295939
Q25= 6.3
n
0.15
SLOPE= 0.02
depth
0.586
Width= 10
V
0,870376
For'V' Ditch
Tau
0.731328
P
14.83228
LEGEND:
R
0.487692
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
fi
Y �, (,� Z,
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
y
(/ �C r�
,' u P zJ U5�
` Y
depth: flow depth (ft)
V: Velocity (ft/s)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (Ib/ft^3)
62.4

Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
3.310464
2-year
Q2= 16.7
Slope
0.027
010=
Q (flow)
16,76559
Q25=
n
0.02
SLOPE= 0.027
depth
0.29
;�
Width= 10
V
.064421
For'V' Ditch
Tau
8701
P
12.44088
LEGEND:
R
0.266096
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (fUft)
Q: Flow (cfs)
m Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ftls)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lblft^3)
62.4

Z (slope)
4
Watershed:
Area
7,189556
2-year
Slope
0.027
Q (flow)
16.72898
n
0.065
depth
0.583
Tau
2.982238 TL
j
6 r
P
54
a [�
(\
R
0.485533
Width
10
INSERT FLOW RATES HERE
Q2=
16.7
Q 10=
Q25=
SLOPE=
0.027
Width=
10
For'V' Ditch
LEGEND:
,Z- Side Slope (H:V) (unitless)
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ftls)
Tau: Shear Stress (Ibl sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lblft^3)
62.4

Z (slope)
4
Watershed:
Area
4,079796
10-year
Slope
0.027
Q (flow)
5,317442
n
0.087
depth
0.3
V
Tau
0. 4
P
12.9439
R
0.315191
Width
� � � 10
�
Fvv
INSERT FLOW RATES HERE
Q2=
010=
5.3
Q25=
SLOPE=
0.027
Width=
10
For'V' Ditch
101; mil 91
Z- Side Slope (H:V) (unitless)
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (fus)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
snit weight of water (lb/ft^3)
62A

Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
6.253296
25-year
02=
Slope
0.027
Q10=
Q (flow)
6.308718
Q25= 6.3
n
SLOPE= 0,027
depth
�
Width= 10
V
1.008863
For'V' pitch
Tau
0.872726
P
14.27154
LEGEND:
R
0,438166
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
y �% t
Q: Flow (cfs)
✓
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
��-- �j
�'"�� r, ` '
[7
V: Velocity (ft/s)
Tau: Shear Stress (Ibl sq, ft.)
►.—
�. q d
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (Iblft^3)
62.4

1
Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
2.5709
2-year
02= 16.6
Slope
0.059
Q10=
Q (flow)
16.715
Q25=
n
0.02
SLOPE= 0.059
depth
V
9.96�)
�� ����
Width= 10
For'V' Ditch
Tau
P
11.93786
LEGEND:
R
0.215357
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (fUft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ftls)
Tau: Shear Stress (Ibl sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (Iblft^3)
62.4

Z (slope)'
4
Watershed:
INSERT FLOW RATES HERE
Area
5.528624
2-year
Q2= 16.6
Slope
0.059
010=
Q (flow)
16.69473
Q25=
n
0.065
SLOPE= 0,059
depth
0.466
Width= 10
V
3,019689
For'V' Ditch
Tau
1.715626
_
T` �, L,5
P
13.84273
u� �
LEGEND:
R
0.399368
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ft/s)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lblft^3)
62.4

'
1
-yev ��/h ��J�/X' u S- l'•�?
Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
3.748244
2-year
Q2= 16.6
Slope
0.059
Q10=
Q (flow)
16.67818
025=
n
0.036
SLOPE= 0.059
depth
0.331
Width= 10
V
4.449597
T G
For'V' Ditch
Tau
1.21861
r
P
12.7295
LEGEND:
R
0,294453
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
_
V: Velocity (ft/s)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lblft"3)
62.4

Z (slope)
4 Watershed:
INSERT FLOW RATES HERE
Area
3.1136 10-year
Q2=
Slope
0.059
Q10= 5.3
Q (flow)
5.302542
Q25=
n
0.085
SLOPE= 0.059
depth
_Q15
Width= 10
V
1.7 3 0 2,
!�>
For'V' Ditch
Tau
48
P
12.30894
LEGEND:
R
0.252954
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq, ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ftls)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (Iblft^3)
62.4

Z (slope)
Area
Slope
Q (flow)
n
depth
V
Tau
P
R
Width
4
4.825584
0.059
6.310007
0..14
14
1.307615
1.524182
1141393
0.359744
10
Watershed: INSERT FLOW RATES HERE
25-year Q2=
Q 10=
Q25=
6.3
SLOPE=
0.059
Width=
10
For'V' Ditch
n /4 oj�-
LEGEND:
Z- Side Slope (H:V) (unitless)
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (ofs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ft/s)
Tau: Shear Stress (lb/ sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lb/ft"3)
62.4

Z (slope)
4
Watershed:
INSERT FLOW RATES HERE
Area
2.918784
2-year
02= 16.7
Slope
0.128
Q10=
Q (flow)
16.67753
Q25=
n
0.036
SLOPE= 0.128
depth
0.264
Width= 10
V
5.713861
�v
For 'V' pitch
Tau
2.108621
P
12.177
r� � ,
LEGEND:
R
0.239696
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ft/s)
Tau: Shear Stress (Ibl sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lblft^3)
62.4

Z (slope)
4
Watershed: INSERT FLOW RATES HERE
Area
5.832576
2-year Q2= 16.7
Slope
0.128
Q10=
Q (flow)
16.65741
Q25=
n
0.104
SLOPE= 0.128
depth
0.488
Width 10
V
2.855926
Far 'V' Ditch
Tau
3.897754
P
14.02415
LEGEND:
R
0.415895
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ft/s)
Tau: Shear Stress (Ib! sq. ft.)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lb/ft^3)
62.4

Al�� —1 L" 5 � � " �.1c Ste- GJ. s �✓
r
Z (slope)
4
Watershed: INSERT FLOW RATES HERE
Area
4.852224
2-year 02= 16.7
Slope
0.128
Q10=
Q (flow)
16.72703
Q25=
n
0.104
SLOPE= 0.225
depth
0.416
Width= 10
V
3,447292
For'V' Ditch
Tau
3.322675
P
13.43042
LEGEND:
R
0.361286
Z- Side Slope (H:V) (unitless)
Width
10
Area- (sq. ft)
Slope: Channel Slope (ft/ft)
Q: Flow (cfs)
n: Manning's Coefficient (unitless)
depth: flow depth (ft)
V: Velocity (ftls)
Tau: Shear Stress (lb/ sq. ft,)
P: Wetted Perimeter (ft)
R: Hydraulic Radius (ft)
Width: Bottom Width (ft)
unit weight of water (lblft^3)
62.4

Design Procedure- The following is a step-by-step procedure for designing a runoff conveyance
Permissible Velocity channel using Manning's equation and the continuity equation:
Table 8.05b
Manning's n for Structural
Channel Linings
Step 1. Determine the required flow capacity, 0, by estimating peak runoff rate
for the design storm (Appendix 8.03). .
Step 2, Determine the slope and select channel geometry and lining.
Step 3. Determine the permissible velocity for the lining selected, or the desired
velocity, if paved. (see Table 8.05a, pg. 8.05.4)
Step 4. Make an initial estimate of channel size —divide the required 0 by the
permissible velocity to reach a "first try" estimate of channel flow area. Then
select a geometry, depth and top width to fit site conditions.
Step 5. Calculate the hydraulic radius, R, from channel geometry (Figure 8.05b,
pg. 8.05.5).
Step 6. Determine roughness coefficient n.
Structural Linings ---see Table 8.05b, pg. 8.05.6.
Grass Lining:
a. Determine retardance class for vegetation from Table 8.05c, pg. 8,05.8.
To meet stability requirement; use retardance for newly mowed condition
(generally C or D). To determine channel capacity, use at least one
retardance class higher.
b. Determine n from Figure 8.05c, pg. 8.05.7.
Step 7. Calculate the actual channel velocity, V, using Manning's equation
(Figure 8.05a, pg. 8.05.3), and calculate channel capacity, 0, using the continu-
ity equation.
Step 8. Check results against permissible velocity and required design capacity
to determine if design is acceptable.
Step 9. If design is not acceptable, alter channel dimensions as apfropriate. For
trapezoidal channels, this adjustment is usually made by changing the bottom
width.
Channel Lining Recommended
n values
Asphaltic concrete, machine placed
0.014
Asphalt, exposed prefabricated
0.015
Concrete
0.015
Metal, corrugated
0,024
Plastic
0,013
Shotcrete
0.017
G on
0.030
Earth
0.020
Source: American Society of Civil Engineers (modified)
8.05.6
Rev. IV93

go
0
Table 8.051 Manning's Roughness Coefficient
Lining Category
Lining Type
n- value
n value for Depth Ranges
0-0.5 ft 0.5-2.0 h
0-15 cm) 15-50 cm)
2.0 ft
(> 60 cm)
Rigid
Concrete
0.015
0.013
0.013
Grouted Riprap
0.040
0.030
0.028
Stone Masonry
0.042
0,032
0.030
Soil Cement
0.025
0.022
0.020
Asphalt
0.018
0.016
0.016
Unlined
Bare Soil
0.023
0,020
0.020
Rock Cut
0.045
0.035
0.025
Gravel Riprap
1-inch (2.5-cm) Dso
0.044
0,033
0.030
2-inch (5-cm) Dso
0.066
0.041
0.034
Rock Riprap
6-inch (I5-cm)Dso
0.104
0.069
0.035
12-inch (30-cm) Dso
--
0.078
0,040
Mote: values listed are representative values for the respective depth raitges. Mannutg's roughness coefficients, n, vary with the flow depth.
DETERMINING SHEAR STRESS
Shear stress, T, at normal depth is computed for the lining by the following
equation.-
T = yds
Td = Permissible shear stress
where:
T = shear stress in lb/ft2
y = unit weight of water, 62.4 lb/ft
d — flow depth in It
s — channel gradient in ft/ft.
If the permissible shear stress, Td, given in Table 8.05g is greater than the
computed shear stress, the rprap or temporary lining is considered acceptable.
If a lining is unacceptable, select a fining with a higher permissible shear stress
and repeat the calculations for normal depth and shear stress. In some cases it
may be necessary to alter channel dimensions to reduce the shear stress.
Computing tractive force around a channel bend requires special considerations
because the change in flow direction imposes higher shear stress on the channel
bottom and banks. The maximum shear stress in a bend, Tb, is given by the
following equation:
Tb = KbT
where:

J
(continued)
Sample Problem 8.05a
Design of a
grass -lined channel.
Tractive Force
Procedure
Table 8,05e
Manning's Roughness
Coefficients for Temporary
Lining Materials
8.05.10
Channel summary:
Trapezoidal shape, Z=3, b=3 ft, d=1.5 ft, grade = 2%
Note: In Sample Problem 8.05a the "n-value" is first choosen based
on a permissible velocity and not a design velocity criteria. Therefore
the use of table 8.05c may not be as accurate as individual retardance
class charts when a design velocity is the determining factor.
The design of riprap-lined channels and temporary channel linings is based on
analysis of tractive force.
NOTE: This procedure is for uniform flow in channels and is not to be used
for design of deenergizing devices and may not be valid for larger channels
To calculate the required size of an open channel, assume the design flow is
uniform and does not vary with time. Since actual flow conditions change
through the length of a channel, subdivide the channel into design reaches as
appropriate.
PERMISSIBLE SHEAR STRESS
The permissible shear stress, Td, is the force required to initiate movement of
the lining material. Permissible shear stress for the liner is not related to the
erodibi€ity of the underlying soil, However, if the lining is eroded or broken, the
bed material will be exposed to the erosive force of the flow.
COMPUTING NORMAL DEPTH
The first step in selecting an appropriate lining is to compute the design
flow depth (the normal depth) and determine the shear stress.
Normal depths can be calculated by Manning's equation as shown for trapezoi-
dal channels in Figure 8.05d. Values of the Manning's roughness coefficient for
different ranges of depth are provided in Table 8.05e for temporary linings and
Table 8.05f for riprap. The coefficient of roughness generally decreases with
increasing flow depth.
n value for Depth Ranges'
0-0.5 ft
0.5-2.0 ft
>2.0 ft
Lining Type
Woven Paper Net
0.016
0.015
0.015
Jute Net
0.028
0.022
0.019
Fiberglass Roving
0.02
0.021
0.019
Straw with Net
0 5
0, 3
0.025
Curled Wood Mat
6
0.035
0.028
Synthetic Mat
Q 6
0.025
0,021
* Adapted from: FHWA-HEC 15, Pg. 37 - April 1988
Rev. 12)93

Appendices
Table 8.05g
Permissible Shear Stresses
for Riprap and Temporary
Liners
Permissible Unit Shear Stress, T
Lining Category
Lining Type
{Ib1ft )
Temporary
Woven Paoer Net
0.15
Jute Net
0.45
Fiberglass Roving:
Single
0,60
Double
— raS aw with Net
1.
`'Curled Wood_ma
55
nlhetic Mat
dso Stone Size (inches)
Gravel Riprap
1
0,33
2
0.67
Rock Riprap
6
r 2.00
9_.. _ _ ._ .
3.00
15
5.00
18
21
'fi8D
24
8.00
Adapted From: FHWA. REC-15, April 1993, pgs. 17 & 37.
Design Procedure- The following is a step-by-step procedure for designing a temporary liner for a
hannel. Because temporary liners have a short period of service, the.design Q
Temporary Liners c
may be reduced. For liners that are needed for six months or less, the 2-yr
frequency storm is recommended.
Step 1. Select a liner material suitable for site conditions and application.
Determine roughness coefficient from manufacturer's specifications or Table
8.05e, pg. 8.05.10.
Step 2. Calculate the normal Dow depth using Manning's equation (Figure
8.05d). Check to see that depth is consistent with that assumed for selection of
Manning's rn in Figure 8.05d, pg. 8.05.11, For smaller runoffs Figure 8.05d is
not as clearly defined. Recommended solutions can be determined by using the
Manning equation.
Step 3. Calculate shear stress at normal depth.
Step 4. Compare computed shear stress with the permissible shear stress for
the liner.
�- Step 5. If computed shear is greater than permissible shear, adjust channel
dimensions to reduce shear or select a more resistant lining and repeat steps 1
through 4.
Design of a channel with temporary lining is illustrated in Sample Problem
8.05b, pg. 8.05.14.
8.05.13
Rev. -12/93

0 . 0
Appendices
Step 10. For grass -lined channels once the appropriate channel dimensions
have been selected for low retardance conditions, repeat steps 6 through 8 using
a higher retardance class, corresponding to tall grass. Adjust capacity of the
channel by varying depth where site conditions permit.
NOTE 1: If design velocity is greater than 2.0 fUsec., a temporary lining
may be required to stabilize the channel until vegetation is established.
The temporary liner may be designed for peak flow from the 2-yr storm.
If a channel requires temporary lining, the designer should analyze shear
stresses in the channel m select the liner that provides protection and
promotes establishment of vegetation. For the design of temporary liners,
use tractive force procedure.
NOTE 2: Design Tables —Vegetated Channels and Diversions at the end
of this section may be used to design grass -lined channels with parabolic
cross -sections.
Step 11. Check outlet for carrying capacity and stability. If discharge velociies
exceed allowable velocities for the receiving stream, an outlet protection struc-
., , tare will be required (Table 8.05d, pg. 8.05.9).
5
4
3
2
0)
.08
.06
04
,o2
.l
Sample Problem 8.05a illusuates the design of a grass -lined channel.
Ems
�1
Longer- 37
.0
.
.
2 .4 .6 .B 1.0 2 4 6 8 10 20
VR, Product of Velocity and Hydraulic Radius
Figure 8.05c Manning's nrelated to velocity, hydraulic radius, and vegetal retardance.
Note: From Sample Problem 6.05a multiply Vp x Hydralulic Radius (4,5x0.54=2.43), then enter the product of VR and extend a
straight line up to Retardance class "0", next project a straight line to the left to determine a trial manning's n.
8.05.7
Rev. 1193

ff �
C(v/_rf rf
n
J
1 • .
Table 8.05a
Maximum Allowable Design Velocities'
for Vegetated Channels
Typical Soil
Grass Lining
Permissible Velocity
Channel Slope Characteristics2
for Established Grass
Application
Lining (ft/sec)
0-5% ;easily Erodible
Non -plastic
/Tal f
(Sands & Silts)
Bahiagrass
Kentucky bluegrass
4.5
Grass -legume mixture
3.5
Erosion Resistant
Bermudagrass
6.0
Plastic
Tali fescue
5.5
(Clay mixes)
Bahiagrass
5.5
Kentucky bluegrass
5.5
Grass -legume mixture
4.5
5-100/. Easily Erodible
Bermudagrass
4.5
Non -plastic
Tall fescue
4.0
(Sands & Silts)
Bahiagrass
4.o
Kentucky bluegrass
4.0
Grass -legume mixture
3.0
Erosion Resistant
Bermudagrass
5.5
Plastic
Tall fescue
5.0
(Clay Mixes)
Bahiagrass
5.0
Kentucky bluegrass
5.0
Grass -legume mixture
3.5
>10% Easily Erodible
Bermudagrass
3.5
Non -plastic
Tall fescue
2.5
(Sands & Silts)
Bahiagrass
2.5
Kentucky bluegrass
2.5
Erosion Resistant
Bermudagrass
4.5
Plastic
Tall fescue
3.5
(Clay Mixes)
Bahiagrass
3.5
Kentucky bluegrass
3.5
Source: USDA-SCS Modified
NOTE: 'Permissible Velocity based on 10-yr storm peak
runoff
2Soil erodibility based on resistance to soil movement
from concentrated flowing water.
3Before grass is established, permissible velocity }s determined by the type of temporary liner used.
Selecting Channel To calculate the required size of an open channel, assume the design flow is
uniform and does not vary with time. Since actual flow conditions change
Cross -Section throughout the length of a channel, subdivide the channel into design reaches,
Geometry and design each reach to carry the appropriate capacity.
The three most commonly used channel cross -sections are "W-shaped, par-
abolic, and trapezoidal. Figure 8.05b gives mathematical formulas for the area,
hydraulic radius and top width of each of these shapes.
8.05.4

Appendices
Riprap Mean Diameter, (ft) = d5pc
500 0,50 - 1-00 I.50
45
40
U 35
CO
�3 30
25
03
20
U
0
❑ 15
I
Channel Slope,:/
S (ft/fit)
69
50
45
•0
35
[n
n
30
Cif
CD
25 D
20 CO
CD
15
.�.
10
57L*o� I
5
0 0.00 0.25 0.50- 0.75 1.00 1.26
Depth, d(ft) = do (flow depth)
Figure 8.05k Steep slope riprap design, B = 4, Z = 3,
Riprap �t•,R}}ean Dia r, (ft) = 50C
0 1.00 1.50 2.00
5o
45
40
35
C�= 30
C�
25
E
[>3
20
W
X❑
5
10
0
Figure 8.051 Steep slope riprap design, B = 6, Z = 3.
�i Vrj V
V/
V
9
w ry
0 0
h
o
a
rp = p
o 0 o
Channel
SAff
Slope, S
50
45
40
35
Ln
CS
30
ca
m
25 E]
20 (fa
CD
15
10
5
0
0 .26 .50 .75 1.00 1.25
Depth, d(ft) = do (flow depth)
Rev. 12493
8.05.23

. 'bo
Table 6.1 5b
Sizes for Riprap and Erosion
Control Stone Specified by
the N.C. Department of
Transportation
Practice Standards and Specifications
Rlprap
Erosion Control
Class
Class
Class
ass
2
A
a
5 to 200 ib
25 to 250 lb
2" to 6"
5" to 15"
30% shall
60% shall
weigh a
weigh a mini -
minimum of 60
fmum of 100 lb
lbs each
each
No more than
No more than
10%tolerance
10% shall
5% shall weigh
top and bot-
weigh less
less than 50 lb
tom sizes
than 15 lb
each.
each
Equally dis-
Equally dis-
tributed, no
tributed, no
gradation
gradation
specified
specified
source: North Carolina Aggregates Association.
on exposure to water or weathering, and suitable in all otherrespects for the pur-
pose intended. The specific gravity of the individual stones should be at.least
2.5,
Size of stone --The sizes of stones used for riprap protection are determined by
purpose and specific site conditions.
• Slope stabilization—Riprap stone for slope stabilization not subject to
flowing water or wave action should be sized for stability for the proposed
grade. The gradient of the slope to be stabilized should be less than the
natural angle of repose of the stone selected.. Angle of repose of riprap
stones may be estimated from Figure 6.15a.
Riprap used for surface stabilization of slopes does not add significant
resistance to sliding or slope failure and should not be considgLed a retain-
ing wall. The inherent stability of the soil must be satisfactory before
riprap is used for surface stabilization. Slopes approaching 1.5:1 may re-
quire special stability analysis.
• Outlet protection —Design criteria for sizing stone and determining the
dimensions of riprap pads at channel or conduit outlets are presented in
laracuce 6.41, Outlet Stabilization Structure.
• Channels tab ilization and stream bank protection —Design criteria for
sizing stone for stabiliry of channels are contained in Appendix 8.05.
Filter blanket —A filter blanket is a layer of material placed between the riprap
and the underlying soil to prevent soil movement into or through the riprap.
6.15.3

Fwd: Public Comment: Tony Merritt Sand and el Mine expansio...
Subject: Fwd: Public Comment: Tony Merritt Sand and Gravel Mine expansion permit, request
(Mining Permit 68-04)
From: "Joel Sholtes" <[e-mail]>
Date: Fri, 22 Aug 2008 12:41:26 -0400
To: [e-mail]
Ms. Hoban,
Please find the comment I sent to DLR's Land Quality Section regarding a request of the below
mentioned mining operation to expand its operations. This comment details a discharge I
witnessed from this mine into an small stream that discharges directly into University Lake.
Regards,
Joel Sholtes
---------- Forwarded message ----------
From: Joel Sholtes <[e-mail]>
Date: Thu, Jul 10, 2008 at 9:14 PM
Subject: Public Comment: Tony Merritt Sand and Gravel Mine expansion permit request
(Mining Permit 68-04)
To: [e-mail]
Ms. Wehner,
It has come to my attention that the Tony Merritt Sand and Gravel Mine (DENR DLR Permit #
68-04) has requested a permit to expand its operation. This message serves as a public
comment to that request.
On Monday, July 7th, 2008 I was walking through forested land adjoining this mine to the
north following a stream to the east which was flowing at near bankfull levels. I found this to
be unusual because all of the other streams in the area had dried up since the previous night's
thunderstorm. As I approached the stream's head I witnessed an approximately six inch
diameter hose pumping turbid water into the stream at a very rapid rate (enough to fill the
stream to nearly bankfull. I would estimate the flow to be on the order of five cubic feet per
second). The source of this water was the Tony Merritt Sand and Gravel Mine. I could not
find a NPDES permit, general or otherwise, listed for this operation via an online search of the
DENR DWQ website. This stream discharges directly into University Lake, a public drinking
water reservoir located approximately 0.25 miles to the west of the mine.
Here is a map showing the relative location of the gravel mine to the reservoir:
http://www.gmap-pedometer.com/?r=2066955
And, here is a map noting the'approximate location of the discharge and the approximate
route of the creek into the reservoir:
1 of 2 8/28/2008 7:19 AM

Fwd: Public Cornmenc Tony Merritt Sand and vel Mine expansio... •
v
http://www.gmap-pedometer.com/7r=2066967
I do not think that a gravel mine should be de -watering directly into a public drinking water
supply. Also, I do not think that this operation involving such large scale excavation of earth
should be permitted to expand given its proximity to this public drinking water supply. Mine
tailings are stored on -site in large, exposed, minimally vegetated mounds susceptible to
erosion. I am not formally trained in drinking water treatment; however, I do suspect that
large amounts of suspended sediment can be potentially harmful to a public drinking water
supply. Runoff from mine tailings and de -watering discharges both are likely to contain
elevated levels of suspended sediment. If this mine is allowed to expand, it is likely to
continue de -watering into University Lake for years to come. Therefore, I write this comment
against this requested expansion.
Additionally, I would appreciate to know the outcome of the investigation of the legality of this
discharge.
Sincerely,
Joel Sholtes
Master's Candidate
UNC-Chapel Hill Department of Geography
Home Address:
318 Davie Road
Carrboro, NC 27510
Cell: 919.265.8250
Joel Sholtes
Cell: 9:19-265-8250
www. Pbase.com/biomass
2 of 2 1 8/28/2008 7: l 9 AM

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l of 1
8/28/2008 7:19 AM

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NCG020733 Tony Mi errilts Gravel Pit!
SubJect: NCG020733 'Pony Mcrritts Gravel Pitt
Ft-om:.lennifer Jones <Jennifer..lones rr,ncmail.rlet>
Date: Thu, 14 Aug 2008 14:03:04 -0400
To: Autumn Hoban <autunln.hoban(a�ncmail.net>
CC: <Jell 11ifer,Joncs ri)ncmaii.net>
Hi Autumn,
We've received an NOI from Tony Merritt's Gravel Pit for their mine in Chapel Hill (Orange County) for
coverage of their mine under NCG02 (Mining SWIWW permit). The site discharges stormwater and mine
dewatering water into a UT to price Creek and (WS-11, HOW, NSW, CA) through some settling basins —
although this is not clear. Their plan is not too good. I couldn't attach the NOI on email — our scanner
wasn't working.
They have applied for a renewal/modification of their Mining Permit (68-04) DLR but its not been
approved yet (I'm sending you the letter which explains what DLR is asking them to change). It appears
that they are trying to put fill back on site on top of an old closed area — from other sites. This is not allowed
as a mine by DLR so that's what the DLR letter is about. The other question is — if the fill they are putting
on site is mostly clay — then it could all be running off and be a problem even though its not a "clay" mine.
Could you go an see what they are filling with?
Additionally — there were some other issues:
1, John Holley in the RRO DLR said that there was a sediment discharge problem.
2. I've sent an approval memo form to DEH — its in WS-II waters.
3. There was another mine called Billy Merritt's gravel mine on smith level road that had a SW permit
which seems to be closed now. Even though they are already active in Tony's Site they don't seem to
have a SW permit yet. I couldn't find one — even an old one,
Does the Raleigh Regional Office have any concerns about issuing this facility a COC for this general
permit, and are there any potential impacts to surface waters? I have asked them to send you an 0 &M.
If we don't receive any objections, we'll issue the COC after the mining permit is issued and you approve
the O&M, pending DEH approval.
Thanks,
Jeri
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: eitnifer. ones ncrr�ail.net
Website: http://h2o.enr.state.nc.us/su/
1 (if 1 S/14/2005 2:41 PN4

�OF W A T�9p
QMichael F. Easley, Govcrnar
Memorandum
William G Boss Jr., Secretary
North Carolina Department of Environment wid Natural Resources
August 13, 2008
Coleen H. Sullins, Director
Division of Walcr Quality
To: NCDENR Raleigh Regional Office, Michael Douglas, Department of Environmental Health
(DEH)
From: Jennifer Jones, Stormwater Permitting Unit
Subject: Review -of the discharge location for the following:
Tony Merritts' Gravel Pit
Tony Merritt
3200 Damascus Church Road
Chapel Hill, NC 27516
Orange County
NCG020733
Please indicate your agency's position on the facility listed above. Attached is the staff report for this
facility. We cannot issue the permit without your concurrence. Please return this form at your earliest
convenience.
RESPONSE: ,G- 5 jJ iafL� �1- tAld 0&- fa 104
This agency has reviewed the draft permit and determined that the proposed discharge will
not be sufficiently close to any existing or known proposed public water supply intake so as to
create an adverse effect on water quality. We concur with tiie issuance of this permit,
provided the facility is operated and maintained properly, the stated effluent limits are met prior
to discharge, and the discharge does not contravene the designated water quality standards.
Concurs with issuance of th dbov erm pr vided the folio in conditions arg met: /1/
Opposes the issuance of the above permit, based on reasons stated below (or attached):
Signed Date://0
cc: Stormwater Permitting Unit Files
Attachments
\hailing Address Phone {919) 807-6309 Location On`thC;aro in t
1617 i fail Service Center Fax [phone] N. Salishury St. F/ llf!!lYl�ilf
Raleigh, NC 27699-1617 Raleigh, NC 27604
Internet: 1vww-ncxater ualir •.or Customer Service 1-877-623-6748
An Equal opportunity/Affirmative Action Ernpiayer — 50% Recycledf10% Posf Consumer Paper

Merritt Mine Update on site visit -Orange County
Subject: Merritt Mine Update on site visit -Orange County
From: Autumn Hoban <[e-mail]>
Date: Thu, 11 Sep 2008 10:30:54 -0400
To: [e-mail]
Jennifer,
I completed a site visit yesterday at Tony Merritt Mine and have attached photos. I will send the photos in separate e-mails, I have no way to shrink the size
of the fries on my computer
The intermittent stream that runs by the mine had very clear water running through it yesterday. It rained hard in the area while I was there and no Sw ponds
on the site were discharging.
The pictures are labeled to give you a visual of the set-up I observed.
There are two dear outfalls. Outfallo0l is the one labeled "Rock Outlet Discharge Location" on the site map. The photo labeled SWPondby0utfall001 is the
one labeled "1.45 acre lake" on the site map. The water in this SWPond/Lake (as you can see catches sediment/
erosion product from the mine wall and contains it?). The water is extremely colored and turbid. I would recommend that the SWpond/lake capacity be
evaluated to determine it's current operating status. No flow was observed at the rock dam overflow yesterday, but when there is overflow the water is likely
to exceed turbidity and possibly TSS. The rock dam does help, but its was hard for me to determine with no flow what the discharge quality would be once
the water filtered through the rock dam into the stream.
Outfa11002 discharge is through SWPond by OutfallOO hnd through a rock dam (show in photo) and then sheet flows across a wooded area down to the
creek. The SWpond/sediment basin is where the site dewaters to. The basin is overgrown with vegetation, trees, and its design/holding capacity is also
questionable? No discharge was overflowing yesterday and the basin is somewhat dry right now. The owner indicated the drought had dried up the basin and
he was not having to de -water during drought conditions. With rain we are seeing now, the conditions of the SW pond/sediment basins will be more crucial. ,
The mine photos show various ponds within the mine itself, which store a lot of the water in the mine, as opposed to discharging it.
I am sending the photos, since you may see additional comments or requests to be addressed associated with the issuance of this permit.
Samples were taken by the site and results are to be forwarded by their engineer, Mr. Schilling.
Water quality of the stream with regards to TSS, color, turbidity was excellent the day of my un-announced rainy day site visit.
Hope this helps and please contact me if I can be of further assitance.
Sincerely,
Autumn
Autumn Hoban
Environmental Specialist
NCDENR- Raleigh Regional
Surface Water Protection
3900 Barrett Drive
Raleigh, NC 27609
Office [phone]
Fax (919) 78B-7159
Autumn. HobanQncmail. net
ham: h2o. enr.state.ac. usJ
1 of 3 9/ 11 /2008 1 1:52 AM

NCG02 0ormwater Permit: vliiiing Pern*Review
Permit Number: NCG020733 Reviewer: JMJ
Mine Name: Tony Merritt's Gravel Pit
Last date of ciiangc to this form: 8/13/08
Summary
• Receiving Stream: UT to Moran C� reek — Univen ity Lake
• Classification: WS-11, HOW, NSW, CA
• River Basin: Cape Fear
• County: Orange
• Notes: maybe changing application to DLR — based
on info that they would dump fill from other sites on top of closed area— they cannot do as a
mine so must revise -application to DLR. Additionally there was a mine adjacent Called hilly
Merritts_Gravel Pit but it npears_to be closed it was at 1002 Smith Level Road.
Regional Information
• Office'.
o
❑ARO
Contact:
o
❑FRO
Contact:
o
❑MRO
Contact:
o
®RRO
Contact:
o
❑WaRO
Contact:
o
❑WiR0
Contact:
o
❑WSRO
Contact:
• Dates:
Danny Smith / Aututnn_Hoban
o Approval requested:
o Approval received:
o "No wetland impact" determination, (15A NCAC 02B .0231(b)(5)(0 requires the
Division to preserve the water levels of wetlands. We can require engineering plans
to ensure that this is the case.)
o Inspection:
• Notes: WS-I1 stream nearby. Will be requiring O&M as there may be STREAM IMPACTS.
Other Agency Information
• DLR
o
Application submitted date:
o
Approved dare:
• DEH (iFWS)
o
Needed? ©yes ❑no
o
Application submitted date:
o
Approved date:
o
DLR Permit #:
• Shellfish
Sanitation (IF SA)
o
Needed? ❑Yes ©no
o
Application submitted date:
o
Approved date:
• Notes:
Application Review
a) The permit application
not as of 8/14 — needs to be modified
8/14
not as of S/ 14/OS
68-04
Page I of 2

N'CGOPStormwater Permit: Mining Permit Review
• Signed: ®yes ❑no
• Complete: ®yes ❑no
• SIC Code: SIC 14
i. Describes activities: ❑yes ®no — needs
clarification — only have 14 and needs to be more specific.
ii. Covered by permit: ®yes ❑no
b) Mine Type:
• Quarry: ❑
• Sand: ® sand and gravel and FILL
• Clay: ❑
c) Wastewater:
Type
- Mine dewatering:
- Stamped by PE?
- If clay & dewatering, ATC?
- Process wastewater produced:
Stamped by PE?
If recycle & not closed, ATC?
• Wastewater and ORW Waters Requirements
- New/expanding wastewater to ORW?
- New/expanding wastewater to '
upstrea n1 of ORW?
- Notes:
d) Other:
• Does this site drain to SWs with a TMDL?
• Does this facility have other NPDES permits?
• Hazardous waste activities onsite?
• Notes:
Communication logs
®yes
❑110
®yes
❑no
Dyes
❑no (required)
Dyes
®no
Eyes
❑no
Dyes
❑no (required)
Dyes ❑no (not allowed)
Dyes ❑no (special limits)
Eyes ®no
Dyes ®no
Dyes ®no
Date
Item
Response
8113
Ask — what is your proper SIC code? 14 is not
adequate. Is it construction sand and ravel?
8/13
Is dewatering with chemical treatment occurring?
,8113
If -mine site changing in DLR permit must change in
ours as well
8/ 13
Needs O&M must send to RRO
Page 2 of 2

46
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NU_YC*C1C
'ENVIIYONMEN'B'AII.
May 20, 2008
Ms. Autumn Hoban
DWQ Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
919-418-SOIL {7sasl
P.O. Box 27052
Raleigh, NC 27611-7052
www.MaycockEnvironmental.com
Subject: Complaint on surface water contamination from horse farm into pond and streams located
at 870 Smith Level Road, Chapel Hill, Orange County. PIN 9777560215.
Dear Ms Hoban:
On November 2, 2007 I met with Mr. and Mrs. Tony Merritt (870 Smith Level Road) to discuss their
concern about the potential for surface and ground water contamination by fecal coliform and nitrates
from the horse farm located at 1002 Smith Level Road. The horse farm is located on the north side of
Damascus Church Road, directly across the road and upslope of their property located at 870 Smith Level
Road.
According to the Orange County property tax maps, the horse farm is owned by Jeffry and Piper Faatz of
2, Aldershott Court, Chapel Hill, NC 27517, and consists of 7.635 acres (332,362.8 square feet) of land.
According to the Merritt's observations, approximately 10 — 12 horses are kept on the property.
According to GS 106-701, the Town of Carrboro ordinances Chapter 10, Article III, Section 10-5, on
Permits: (c), "no permit shall be issued for any livestock unless the applicant for the permit demonstrates
that the livestock will be kept on a tract of land that satisfies each of the following conditions:
(1) The tract shall consist of at least 40,000 square feet of land under single ownership or control.
(2) There shall be at least 20,000 square feet per animal.
Furthermore, in sub -section (f), the administrator shall issue the permit unless he finds that:
(1) The applicant has failed to comply with subsection (c), and
(3) The animal for which the permit is requested is likely to or does interfere with the use or
enjoyment of neighboring properties because of offensive noise or odor or other reasons, and
(4) The animal for which the license is requested otherwise constitutes a threat to public health or
safety. The owners or operators of the horse farm are currently stockpiling the manure near the
northernmost tip of the property, and are allowing it to enter the surface water runoff to cross the road and
onto the Merritt's property. The existing well and pond on the horse farm property do not appear to be
protected from surface water pollution as evidenced by the green algal bloom in the attached aerial
photograph. There is also a concern due to odor and for the public health with'regards to the pond and
well on the horse farm property and the well, pond and surface waters located downstream on the
Merritt's property.
Pond 1 is located in the front yard of 870 Smith Level Road, and the well is located behind the residence
at the same address. Inspection of the existing well serving the residence at 870 Smith Level Road
showed adequate protection from surface water contamination. The sampling point was the outside spigot
on the well house. Pond 2 is located at 3200 Damascus Church Road, which is also owned by the
Merritt's, approximately 600 feet south of the road, near the Merritt's quarry.
W4Y 2 1

u
0
On November 2, 2007, I sampled both of the ponds and the drinking water well for the presence or
absence of total coliform bacteria and nitrite -nitrates. When coliform bacteria were determined to be
present in both ponds, samples were again collected on November 5, 2007, from Pond 1 and 2 for actual
counts of fecal coliform bacteria. On November 15, 2007, I collected samples from both ponds and the
inlet of the culvert, which drains to Pond 1, for actual fecal colifonn counts immediately after a rainfall
event. The samples were taken according to standard protocols, and were handled with the appropriate
chain of custody documentation. The test results and chain of custody documentation are included with
this letter.
On March 8, 2008, I sampled for fecal coliform at nine points, starting at the inlet to Pond # 1 and
proceeding downstream to just above University Lake. Samples were also taken at Pond #2 and at the
sedimentation pond at the quarry. The samples were collected according to appropriate sampling protocol,
and delivered to EMSL labs for testing. Copies of the test results are included with this letter. An
attached map shows the location of the nine sample points. The test results are summarized in the tables
below.
Samples collected on November 2, 2007.
Sample
Location
Total
coliform
Fecal coliform
Nitrite
Nitrate
Well
Absent
Not Sam led
0.03 m
1.15 m 1
Pond 1
Present
Present
0.02 m
<0.02 m
Pond 2
Present
Present
0.03 mg/1
<0.02 mg/1
Samples collected on November 5, 2007.
Sample
Location
Fecal coliform
Pond 1
122 CFU/ml
Pond 2
146 CFU/ml
Samples collected on November 15, 2007, after rainfall event.
Sample Location
Fecal coliform
Culvert at Pond 1
>6000 CFU/ml
Pond 1
191 CFU/ml
Pond 2
2700 CFU/ml
Samples collected on March 8, 2008, after rainfall event.
Sample Location
Fecal Colifonn CFU/ml
Pond 41 at road culvert 0001
463
Pond # 1 inlet OOQ2
28
Pond #1 outlet 0003
840
Pond #1 at tribu to main stream 0004
33
Main stream above Pond # 1 tributary 0005
65
Sediment Pond 0006
120
Main stream Inlet to University Lake 0007
113
Main stream midpoint 0008
143
Stream at Damascus Church Road 0009)
556
2

0 - 0
It is my opinion that the fecal coliform contamination is entering Pond 41 on the Merritt property via
surface runoff from the horse farm property and is also entering the stream channel that flows past Pond 2
further south on Damascus Church Road from the horse farm. The high fecal counts in Pond #2 and the
sediment pond may be from deer as evidenced by numerous deer tracks near the pond. Both Pond #2 and
the sediment pond are stagnant and do not appear to be hydrologically connected to the adjacent stream
channels. Cold temperatures during the winter may have reduced the fecal population somewhat, which
may explain the lower counts in March relative to the. higher counts in November.
According to the USGS Chapel Hill Topographic Quadrangle map, both ponds both drain via intermittent
"blue line" streams directly to University Lake. University Lake is located in the Cape Fear River Basin.
From the dam at the lake to SR 1919, the lake is classified by the Division of Water Quality (DWQ) as C,
NSW and is listed as Stream Index 16-41-2-(5). University Lake is classified from a point 1.4 miles
downstream of NC 54 to the dam as WS-I1, HQW, NSW, CA. (Listed as 16-41-2-(1.5)). Effective as of
November 1, 2004, the DWQ "Red Book" states that (15A NCAC 0213.0311, (c) (2) Cape fear River
Basin, page 2.) "Morgan Creek (Index No. 1641-1-(1)) to the University Lake dam including University
Lake and all tributaries has been reclassified from Class WS-HI to WS-I". I have summarized the
water quality classifications in the table below, and included definitions for the various abbreviations used
in the classifications.
Stream Location/Water body
DW Index No.
DWQ Classification
From dam at University Lake to
16-41-2-(5)
C, NSW
SR 1919 KOrange Co
University Lake from point 1.4
16-41-2-(1.5)
WS 11, HQW, NSW, CA
miles downstream of NC 54 to
dam at University Lake
Morgan Creek to the University
16-41-1-(1)
WS-I
Lake dam including University
Lake and all tributaries
Water Quali Designations
Definitions
CA
Critical Area for Water SRply
H W
High Quality Resource Waters
NSW
Nutrient Sensitive Waters
WS - I
Water SyRly Protection Designation
WS -11
Water Sup ly Protection Designation
According to 15A NCAC 02B .0212, Section 1 and 2, (page 24) Fresh Surface Water Quality Standards
for Class I Waters, the best usage of WS-I waters are described as follows: "a source of water supply for
drinking, culinary or food -processing purposes for those users desiring maximum protection of their water
supplies", where "waters must be relatively unimpacted by non -point sources of pollution" and "land use
management programs are required to protect waters from non -point source pollution". Sources of water
pollution that preclude the designated best usage are considered a violation to the water quality standard.
According to Section 3 (c) of the same standard, total coliform are "not to exceed 50 per 100 nil (MF
count) as a monthly geometric mean value in watersheds serving as unfiltered water supplies". In
November 2007 and March 2008 all but two of the sample results for both Pond I at 870 Smith Level
Road and the stream crossing Damascus Church Road exceed that standard as do the samples collected
along the main stream channel flowing into University Lake. The fecal pollution is traceable to the
3

u
•
surface runoff from accumulated manure from the horse farm located upslope and across the road from
the pond. Samples taken downstream of Pond 1 along the main stream channel to University Lake has
shown that the fecal coliform in the runoff' from the horse farm poses a threat to the "best usage"
parameters of University Lake.
Also, more recently, the horse farm owner/operator has fenced horses in around the wellhead on their
property, which 1 believe is a violation of wellhead protection ordinances and regulations.
The slightly elevated nitrate levels in the private drinking water well at 870 Smith Level Road are of
concern, as it is possible that they could result from contamination of the well and pond located on the
horse farm property (1002 Smith Level Road). However, they could just indicate the typical background
levels for the area. While they do not currently exceed the groundwater standards of 5 mg/l,1 advised the
Merritt's to continue to sample periodically for elevated levels. I am concerned that the existing well on
the horse farm property (1002 Smith Level Road) may lack the appropriate surface and subsurface
protection to keep nitrates and fecal coliform from potentially entering the groundwater in the same
aquifer as the Merritt's well.
The Merritt's have authorized me to contact you on their behalf to submit a formal complaint and request
further investigation. They can be reached at [phone]. Please contact me at [phone], if
you have any questions.
Sic ely,
Robin L. Maycock
Licensed Soil Scientist #1205
CC: Mr. and Mrs. Tony Merritt
4

r Summary r Building r Land C. Documents F. Prior Owners F. Addresses
Create Print Data Page . I

TopoZone ' USGS Chapel Hill (NC) Topo Map
a
Page l of 1
�7im111� 92D LU{K3'a �s19 ke �' A
■ ■
■.■r---R . ■�....
■ ,
rr
i Q
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rr
1
■
y • C f 1�. l
x
� ■
_
AIF
■
pro,
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M rlc
0 0.1 0.2 0.3 0.4 0.5 km G
0.09 0.18 0.27 0.36 0.45 mi
UTM 17 672780E 3972260N.(NAD27)
USGS Chapel Hill (NC) quadrangle M=-8.526
Projection is UTM Zone 17 NAD83 Datum G=1.122
http:llwww.topozone.comlprint.asp?lat=35.88117&lon--79.08597&s=24&size=l&u=4&layer=DR... l l /l /2007

•
Merritt Quarry Property, 870 Smith Level Road, Chapel Hill, NC 3/08/08
SAMPLE LOG: All samples taken with gloves and iced immediately.
1. Pond # 1 at Road (9:40 am)
2. Pond 91 at Inlet (9:45 am)
3. Pond #1 at outlet (9:50 am)
4. Pond #1 at inlet to main stream (10:20 am)
5. Main stream above Pond # 1 (10:22 am)
6. Main stream at inlet to University Lake (11:15 am)
7. Main stream mid -point (11:22 am)
8. Stream at Damascus Church Road (11:50 am)
9. Sediment Pond (10.40 am)
NOTES: Pond #2 is isolated by an earthen berm from the stream that crosses under
Damascus Church Road from horse farm property. Pond 92 showed no water level
increases from recent rain and appears to be stagnant, which may explain high levels
of colifonn bacteria. Numerous deer tracks were observed around the edge of the
pond. The stream bypasses Pond #2 on the west side and flows directly into
University Lake.

EMSL Analytical, •
1101-A Aviation Parkwa , Morrisville, NC 27560
Phone: [phone] Fax; [phone] Email: raleighlahCdemsl.com
Attn: Robin Maycock
Maycock Environmental
PO Box 27052
Raleigh, NC 27611-7052
Project
Fax:
Phone: [phone]
Customer ID: +00al m
Customer PO:
EMSL Order: 290801298
EMSL Proj:
Received: 03/08/2008 12:46 PM
Analysis Date: 03/11/2008
Report Date: 03/12/2008
Microbiological Analysis: Fecal Coliform (Membrane Filtration Technique)
Method: SM-9222 D for Water Samples
Sample
Sampling Location
Amount Received
Amount Sampled
Fecal Coliform
DatelTime Collected
mL
mL
CFU/100ml
290801298-0001
Merritt Quarry
100
100
463
P# I e Road
290801298-0002
Merritt Quarry
100
100
28
P#1 Inlet
Z0801298-0003 Merritt Quarry 100 100 840
P# 1 Outlet
290601298-0004 Merritt Quarry 100 100 33
P# 1 Inlet MS
290801298-0005
Merritt Quarry 100 100 65
MS Above P#1
290601296-0006
Merritt Quarry 100 100 120
Sediment Pond
290801298-0007
Merritt Quarry 100 100 113
MS Inlet UL
Alan Goldstein, Ph.D., Laboratory Manager
or other approved signatory
EMSL MRs9 v 1.0 Page 1

I
EMSL Analytical,
1101-A Aviation Parkway, Morrisville, NC 27560
Phone: [phone] Fax: [phone] Email: al i h1a
----------------------
Attn: Robin Maycock
Maycock Environmental
PO Box 27052
Raleigh, NC 27611-7052
Project:
Fax;
Phone: [phone]
Customer ID:
+00alm
Customer PO:
EMSL Order:
290801298
EMSL Proj:
Received:
03/08/2008 12:46 PM
Analysis Date:
03/11/2008
Report Date:
03/12/2008
Microbiological Analysis: Fecal Coliform (Membrane Filtration Technique)
Method: SM-9222 D for water Samples
Sample Sampling Location Amount Received Amount Sampled Fecal Coliform
Dale/Time Collected mL mL CFU/100ml
290801298-0008 Merritt Quarry
MS Midpoint
100 100
143
290801298-0009 Merritt Quarry 100 100 556
Stream e OCR
The level of detection is uat to 1 CFU1100 ml of sample analyzed. C F U - colony f orm ing unit; NA - not applicable; TNTC - too numerous to count. The lest
results contained within this report meet the requirements of NELAC unless otherwise noted. Samples received in good condition unless otherwise noted.This
report relates only to the samptes reported and may not be reproduced, except in full, without written approval by EMSL.
Alan Goldstein, Ph.D., Laboratory Manager
or other approved signatory
EMSL MR19 v 1,0
Page 2

Client maycock *mentals Test: M019 Fecal Coliform #0les: 9
Order, 290801298 Project:
Disposition: Discard after W12008
r
CIVIJL VIUCI Iyu.
Phone: [phone] For Lab use only
Fax: [phone]
MICROBIOLOGY —CHAIN OF CUSTODY
Company: A�x
Contact: (2p Eat N
Phone: -b--T 5-
Address: eo i�OA -709-Z,
Bill to: MCf4,\,Zt1--T -rp���
Fax:
City:
2 -o Doi c,:3c c_kl c,--0
State: (�
L t ��. l�3Cr
E-mail:
Zip: o1-7 (Q 1 - - 052_
ct -t11 "Z - 2 Ca
ar k�u�� t 9 G� rthcc s,�rfyj
Project Name:
Date Collected;
Date en:
Sample #
Sample Type
Air Volume (L),
Area cm s
Sample Location
Analysis
Re uested t
Turn Around
Time 2
Comments
# 1 C (zcko
K) [
!4\ C-2 i?? a Dk< L_J
c't-Ry
CWYOT
P- I LC-T A\S
I
SEDI>hF,sr
f
N\S Lef
ht5 MtORRI s
ST(L9MLL
(2) TURN AROUND TIME If turn around time is not chosen standard tum around time applies( 6 + DAYS)
Applies to total fungal spore count, fungi by direct examination and endotoxin analysis.
3 hour 1 6 hour 1 24 hour 1 48 hour 1 72 hour 1 4 day 1 5 day 1 6+days
(1) TYPES OF ANALYSES
M001 Total Fungal Spore Count Air-O-Cell
M002 Total Fungal Spore Count Cyclex-d
M003 Total -Fungal SporL-Count-Surkard
M004 Total Fungal Spore Count Allergenco
M030 Total Fungal Spore Count Micro 5
M043 Total Fungal Spore Count Cyclex
M041 Fungi, Direct Exam
M005 Viable Fungi ID and Count from air sample
M006 Viable Fungi ID and Count W/Group Speciation
M007 Culturable Fungi
M008 Culturable Fungi W/Group Speciation
M009 Bacterial Count & Gram Stain
M01 0. Bacterial Count and ID 3 Most Prominent
M011 Bacterial Count and ID 5 Most Prominent
M0.13 Sewage Contamination in Buildings
M012 Pseudomonas aeruginosa Analysisr\ rl\
Page I of (
Sample(s) received in
good condition? M [N]
Discernable field blank
submitted? [Y] [N]
M014 Endotoxin Analysis
M015 Heterotrophic Plate Count
M017-'1 otal-Coliform (Presence or AbsencejP7A
M Tatai Colifa ane Filtration Tech.) MFT
019 Fecal Coliform (MFT
M020 ecal Strep o occus (MFT)
M021 E. coli (MFT)
M022 E. coli (PIA)
M023 Legionella
M025 Sewage Screen
M026 Recreational Water
M027 Mycotoxin Analysis
M028 Cryptococcus neoformans..
M033-39 Allergen Testing
(please specify allergen(s) to be tested)
M044 Group Allergen Test
Relinquished by: �G-Q�, Date: (�3f o816� Time,
/� 03-08-08 12:40 RCV
Received by: Date: 3�0� /OY.Time:
Relinquished by:
EMSL.000.Ver 3.3 Received by:
Date: Time:
Date: Time:

G
O
VROUTEST
6701 Conference Drive
Raleigh, NC 27607
Telephone: [phone]
Fax: [phone]
Laboratory Report
--- Prepared for ---
ROBIN MAYCOCK
MAYCOCK ENVIRONMENTAL
PO BOX 27502
RALEIGH, NC 27611-7052
•
Page 1 of 1
NC1WW Cert. M 067
NCIDW Cert. #: 37731
Report Date: 11/19/2007
Date Received: 11/1512007
Work Order #: 0711-00891
Project No.:
Cust. Code:
MA1789
Project ID: FECALS
5
Cust. P.Q.#:
No. Sample ID
Date Sampled
Time Sampled Matrix
Sample Type
Condition
001 MERRITT QUARRY POND 1
11/15/2007
8:40 WVII
Grab
4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time
Qualifier
Fecal Coliforms/MF
SM 9222D
191 CFU1100ml-
11115/07 12:43
No. Sample ID
Date Sampled
Time Sampled Matrix
Sample Type
Condition
002 CULVERT AT ROAD PND 1
11115/2007
8:35 WW
Grab
4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time
Qualifier
Fecal Coliforms/MF
SM 9222D
>6000 CFU1100mL
11/15/07 12:43
No. Sample ID
Date Sampled
Time Sampled Matrix
Sample Type
Condition
003 MERRITT QUARRY POND 2
11115/2007
8:55 WW
Grab
4 +I- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time
Qualifier
Fecal Coliforms/MF
SM 9222D
2700 CFU1100mL
11/15/07 12:43
Reviewed b
for Tritest, lnc.

•
,1
TRITEST
t,hain of Custo,
c�
❑ 6701 Conference Drive, Raleigh, NC 27607
ph: [phone], tax: [phone]
NCWW Cert#67, NCDW Cert#37731
❑ 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], fax: [phone]
NCWW Cert#103, NCDW Cert#37733
Report Results To:: /
Company: � Y%I�CYI auey A6l 01.
Address:
Attn:_ Qb1Pa3 M44CA22kc
Phone; q 15i `l 1? --7& !q 4-
Fax: q Iot -* I (V�q9C-1
Sampled by (signature):
Bill To:
FJM�Mw-
FrM
-
Tritest W.O. # —bod-106W
Project Reference:
Project Number:
Purchase Order #:
❑ Standard Report Delivery
❑ Rush Report Delivery (w/surcharge)
"Rush projects are subject to prior approval by
the laboratory
Requested Due Date:
Sample Desc�ijatton ; `=
C« c or
�,
-Stan Date
SlaitfTims'.�,?Erid,Time.�
r End Date:a
MatFjz�#
wwOw,'SW'i.rid�
ow,saa.1u,
AnalysesRequest�ed , r q s ;
l 'rLf,-.+�
� a *�`^; A'.�S+r�.��,iF�r�r ."F+4Mti5?�'
�"s x� _ .'u#!C
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- ins 11WIS
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mow• i��
1
ell quished (s natur
Rec d b i 3nature)
Date
ro
Time
Relinquished by (signature)
%eetMed by (signature)
Date
Time
Relinquished by (signature)
Received by (signature)
Date
Time
Receipt Conditions (Lab U nly)
❑ 4±2°C ❑Temp: °C
Res. Chlorine:
❑ Absent ❑ Present ❑ nla
Acid preserv. <2?
❑ Yes ❑ No ❑ nla
Base preserv. >12?
❑ Yes ❑ No. ❑ nla

•
• - . �
wo#:
Chccked in by:
17eta: ..
r" 7 Time:
Temp:
Route:.
S
TCPU
USM
FEDX
GC
UPS
Sample- Analysis Requested Sample Comp/
No. Type Grate Container Chlorine
Preservative
None"
HCL
H2SO4 .
HNO3
Na0H
Thio
OTHER
r C 1 I
P/
G: Fos 1 n
g
None
HCL
H2SO4
HNO3.
NaOH
11Y
OTHER
C I
/ G .. Pos / n
None
HCL
H2SO4
HNO3
NaOH
TP
OTHER
C
F
/ G Pos / n
None
HCL
H2SO4
HNO3
NaOH
T 'o.
OTHER
C / / G Pos / nee
None
HCL
H2SO4
HNO3
I NaOH
Thio
_OTHER.
C / G P / G Pos / neg
None
HCL
MS04
HNO3
I NaOH
Thio
OTHER
C / G ' P / G Pos l 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 1 neg
Nome
HCL
H2SO4
HNO3
NaOH
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 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_
TUN 03
NmOH
TE`0
OTHER
C / G P / G Pos / neg
None
FHCL
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
HNO3
NaOH
Thio
OTHER
C / G P / G Pos / neg
None
HCL
H2SO4
HNO3
NaOH
Thio
OTHER
COMMENTS:

if o• V LU'•1 r (i YS
Telephone: [phone]
Fax: [phone]
11X
o
. RD TE'SiT'''
6701 Conference Drive
Raleigh, NC 27607
Laboratory Report
• AMENDED REPORT
Page 1 of 1
NCMMW Celt. #: 067
NCIDW Cert. 0: 37731-
-- Prepared for
ROBIN MAYCOCK Report Data: 11/712007 '
MAYCOCK ENVIRONMENTAL Date Received: 1115/2007
PO BOX 21502
RALEIGH, NC 27611.7052 Work Order #: 0711-00264
Project No.:
Cust. Code:
MA1789
Project 10;
Cust. P.OA., .
No. Sample ID
Data Sampled
Time Sampled Matrix
Sample Type
Condition
001 MERRI 1 QUARRY POND
111512007
12:47 • SW
Grab
4 +/- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time
Qualifier
Pecal rmelMF
SM 92220
122 GFUM00mL
111115107 16: 6
No. Sample ID
Dale Sampled
Time Sampled Matrix
Sample Type
Condition
002 MERRITT QUARRY POND 2
1115=07
12:57 SW
Grab
4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time
Qualifler
FecalCollformslMF
Sm 9
146CFU1100mL
1VW07 16:06,
"AMENDED REPORT; CORRECTED FECAL COLIFORM RESULT ON SAMPLE -002.
ORIGINALLY REPORTED AS 46 t fu/100mL.
Reviewed by:
for Tritest. Inc.

iVOvrir
Telephone: [phone]
Fax; [phone]
�I2S[ idx 0
a
0TESTT'
6701 Conference Drive
Raleigh, NC 27607
Laboratory Report
- - Prepared for ---
ROBIN MAYCOCK
MAYCOCK ENVIRONMENTAL
PO BOX 27502
RALEIGH, NC 27611-7052
Report Date:
Date Received:
Work Order #:
. No. 7300 F. 2
Page 1 of 2
NC1WW Cert. #: 067
NC1DW Cert. #: 37731
111512007
1112/2007
0711-00088
Project No,: Cust. Code: MA1789
Project iD: Cust. P.O.*: .
No, Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
001 MERRITT QUARRY POND 111112007 17:50 SW Grab 4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time Qualifier
Total Coliforms,non-NCDENR
NC 319
r PRESENT
1112/07 14:00
Nitrite
EPA 353,2
0,02 mg1L as N
1112107 15:23
Nitrate
EPA 353.2
<0.02 mg1L as N
111V07 15:23
FecallE. coil
NC 320
PRESENT -
1112/07 14:00
No, Sample ID
Date Sampled
Time Sampled Matrix
Sample Type Condition
002 MERRITT QUARRY WELL
111112001
18:00 DW
Grab 4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time Qualifier
Total Coliforme;non•NCDENR
NC 319
ABSENT
1112/07 14:00
Nitrite
EPA 353.2
0.03 rng1L as N
1112/07 15:23
Nitrate
EPA 353.2
IAA mg1L as N
1112107 15:23
No. Sample ID
Date Sampled
Time Sampled Matrix
Sample Type Condition
003 MERRITT QUARRY POND 2
111112007
111:45 SW
Grab 4 +1- 2 deg C
Analyzed
Test Performed
Method
Results
Date Time Qualifier
Total Coliforms;non-NCDENR
NC 318
PRESENT
1112/07 14:00
Nitrite
EPA 353.2
0.03 mg1L as N
1i12107 15:23
Nitrate
EPA 353.2
cfi:02 mg1L as N
i i12107 15:23
Fecal/E. coil
NC 320
ABSENT
1112107 14:00

�o.v. 7. 7007 3:19iPM 1.s; fax o
o
CMOTEST
6701 Conference Drive -
Raleigh, NC 27607
Telephone: [phone]
Fax: [phone]
Laboratory. Report
Work Order #: 0711-00088
Reviewed by:
MR. W,,. 81FAIVAMI
No.7300 P. 3
Page 2 of 2
NC/WW Cert. 4: 067 .
NCIDW Cert. 0; 37731

•
Merritt Quarry Property, 870 Smith Level Road, Chapel Hill, NC 3108l08
Temperature: mid-60's, cloudy with showers (Approx. I inch of rain in last 24 hours)
Pond #1 is full.
PHOTO LOG:
I . Looking west up Damascus Church Road
2. Looking north towards adjacent property, showing sheet flow across
pavement (bypassing ditch) resulting in eroded road edge. Strong manure
odor.
3. Looking south east across property front.
4. Northwest of pond #1.
5. Pond #1 inlet (Sample Point #2), pond fuller than previous sampling event, no
observable horse manure but slight manure odor.
6. Possible digested manure leaving north pond outlet
7. Possible digested manure leaving north pond outlet
8. Pond #1 outlet
9. Pond #1 outlet
10. Looking back towards Pond #1, water clear.
11. More digested manure observed against wood snag below Pond #1.
12. Looking east upstream below Pond #1.
13: Convergence with main stream, note turbidity from Pond #1, while main
stream flow is very clear.
14. Convergence with main stream, note turbidity from Pond 41, while main
stream flow is very clear.
15. Minor tributary to main stream channel from quarry pit. (Not sampled.)
16. Contribution from off property. (Not sampled.)
17. Quarry sediment basin seepage (dry)
18. Small waterfall on main stream channel.
19. Minor tributary to main stream channel. (Not sampled.)
20. Sediment pond.
21. Sediment pond drain, appears dry but main stream channel picking up some
turbidity from sediment pond.
22. Minor tributary from off property. (Not sampled.)
23. Meanders before University Lake inlet.
24. Meanders before University Lake inlet.
25. University Lake.
26. Wetlands abutting main stream prior to University Lake.
27. Sediment pond and water flowing into Sediment Pond.
28. Sediment pond and water flowing into Sediment Pond.
29. Separation of stream channel and Pond #2.
30. Separation of stream channel and Pond #2.

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140
A
County:
ORANGE
River Basin
Report To
RROSP
Collector:
A HOBAN
Region:
RRO
Sample Matrix:
Surfacewater
Loc. Type:
RIVERISTREAM
Emergency Yes/No
COC Yes/No
DEQ
Jraborator cctioit &sults
Sample ID:
AB26618
;,# p
PO Number#
8wt007
O' C-
Dale Received:
0211312008
I
_ "• I ;
tt -'
-
s -
Time Received:
Labworks Login ID
09:20
MMATHIS
II f
late Reported.
313108
1
r
Report Generated:
0310312008
r f VisitlD
t DfhIR RALEIGH PEG€0;-j"q UFFIQPi
Descr-:
NCG02MERRlTT
I Location ID: NCG02MERRITT € Collect Date: 02112/2008 1 Collect Time:: 10:30 € Sample Depth
Sample Qualifiers and Comments
Routine Qualifiers
For a more detailed description of these qualifier codes refer to www,dwglab.org under Staff Access
A -Value reported is the average of two or more determinations
N3-Estimated concentration is < PQL and >MDL
81-Countable membranes with <20 colonies; Estimated
NE -No established PQL
132- Counts from all fillers were zero.
B3- Countable membranes with more than 60 or 80 colonies: Estimated P-Etevated POL due to matrix interference and/or sample dilution
84-Filters have counts of both >60 or 80 and c 20; Estimated 01-Holding time exceeded prior to receipt at lab
65-Too many colonies were present; too numerous to count (TNTC) 02- Holding time exceeded following receipt by lab
J2- Reported value failed to meet QC criteria for either precision or accuracy; Estimated PQL- Practical Quanlitation Limit -subject 10 change due to instrument sensitivity
J3-The sampie matrix interfered with the ability to make any accurate determination; Estimated U- Samples analyzed for this compound but not detected
J6-The lab analysis was from an unpreserved or improperly chemically preserved sample; Estimated X1- Sample not analyzed for this compound
Ni-The component has been tentatively identified based on mass spectral library search and has an estimated value
LA B
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
Page 1 of 3

r.. WC L),WQQ La6oratory Section 12esuCts Sample ID AB26618
/ L--alion ID:�' NCG02MERRITT Collect Date: 0211212008
Loc. Descr-: NCG02MERRITT Collect Time:: 10:30
Visit ID
ICAS # Analyte Name PQL Result Qualifier Units Analyst/Date Approved By /Date
Sample temperature at receipt by lab
Method Reference
2-4 °C DSAUNDERS MMATHIS
2113108 2/13108
MSC
BOD, 5-Day In Ilquld 2.0
2 U mg1L
ADEXTER
CGREEN
Method Reference APHA5210B
2113108
2120108
Turbidity 1.0
13 NTU
BSWANSON
MOVERMAN
Method Reference APHA2130B-20th
2113108
2114108
• WARO
Residue —Suspended In liquid 6.2
6.2 U mglL
LBUCK
ESTAFFORD
Method Reference APHA2540D-20th
2/14108
2/19/08
WET
Grease and Oil In liquid
10
10
U
mg/L
WBRAHIM1
CGREEN
Method Reference FPA1664A
2125108
2/28108
NUT
NH3 as N In liquld
0.02
0.02
U
mg1L as N
MOVERMAN
CGREEN
Method Reference LaclO-107-06-1-J
2113108
2115/08
Total K)eldahl N as N In liquid
0.2
0.2
U
mg1L as N
GBELK
CGREEN
Method Reference Lacha1107-06-2-1-1
2115108
2120108
NO2+NO3 as N In liquid
0.02
0.09
mgiL as N
MOVERMAN
CGREEN
Method Reference - Lac;0-107-04-1-c
2113/09
2115108
Phosphorus —total as P in liquid
0.02
0.02
mg1L as P
MAJAYI
CGREEN
Method Reference Lac 10-115-01-1EF
2114108
2126/08
MET
7440-22-4
Ag by ICPMS
5.0
5.0
U
ug1L
PGAUTHIER
ESTAFFORD
Method Reference EPA 2DD,8
2121108
2/29108
7429.90-5
Al by ICP
50
120
uWL
DSTANLEY
ESTAFFORD
Method Reference EPA 2M7
2119/06
2129108
7440-38-2
As by ICPMS
5.0
5.0
U
uglL
PGAUTHIER
ESTAFFORD
Method Reference EPA 200,8
221108
2129108
7440-38-3
Ba by ICP
10
44
uglL
DSTANLEY
ESTAFFORD
Method Reference EPA 200.7
220108
2129108
7440-01-7
Be by ICP
5.0
5,0
U
uglL
DSTANLEY
ESTAFFORD
Method Reference EPA 200.7
2119108
229/08
7440-70-2
Ca by ICP
0.10
7.5
mg1L
DSTANLEY
ESTAFFORD
Method Reference EPA 2003
220108
2129/08
Laboratory Section» 1623 Mail Service Center, Raleigh, NC 21699-1623 [phone] Page 2 of 3

-"` NC 1OWQ LaGoratory Section. rl�'esufts Sample ID AB26618
L is NCG02MERRITT Collect Date: 0211212008
Loc. Descr.: NCG02MERRITT Collecl Time:: 10:30
Visit ID
CAS ft Analyte Name PQL Result Qualifier Units Analyst/Date Approved By !pate
Method Reference
EPA 200.8
2121108
229108
7440-48-4
Cobalt by ICPMS
50
50
U
ug1L
DSTANLEY
ESTAFFORD
Method Reference
EPA 200.8
2119f08
2129108
7440-47-3
Cr by ICPMS
10
10
U
ug/L
PGAUTHIER
ESTAFFORD
Method Reference
EPA 200.8
221108
2129I08
7440-50-8
Cu by ICPMS
2.0
2.0
U
ug/L
PGAUTHIER
ESTAFFORD
Method Reference
EPA 200.8
2121108
2129108
7440-48-4
Fe by ICP
50
410
ug/L
DSTANLEY
ESTAFFORO
Method Reference
EPA 200.7
2119108
2129108
7439-97-6
Hg 245.1
0.2
0.20
U
ug/L
JJURGEVICH
ESTAFFORD
Method Reference
EPA 245.1
2/20108
2/29/08
7440-09-7
K by ICP
0.10
1.6
m911-
DSTANLEY
ESTAFFORD
Method Reference
EPA 200.7
220108
2129I08
7439-93-2
Li ICP
25
25
U
ug/L
DSTANLEY
ESTAFFORD
Method Reference
EPA 200.7
2/18/08
2129108
7439-95-4
Mg by ICP
0.10
2.6
mgfL
DSTANLEY
ESTAFFORD
Method Reference
EPA 200.7
2/20109
2129/08
7439-96-5
Mn by ICPMS
10
170
ug/L
DSTANLEY
ESTAFFORD
Method Reference
EPA 200.8
2I19108
2/29108
7440-23-4
Na by ICP
0.10
12
mg/L
DSTANLEY
ESTAFFORD
Method Reference
EPA 200.7
2120108
2129/08
7440-02-0
NI by ICPMS
10
10
U
ugfL
PGAUTHIER
ESTAFFORD
Method Reference
EPA 200.8
2/21108
2129/06
7439-92-1
Pb by ICPMS
10
10
U
ug1L
PGAUTHIER
ESTAFFORD
Method Reference
EPA 200.8
221109
2129f08
7782-49-2
Se by ICPMS
5.0
5.0
U
ugfL
PGAUTHIER
ESTAFFORD
Method Reference
EPA 200.8
221106
2129108
7440-62-2
V by ICP
25
25
U
ug1L
DSTANLEY
ESTAFFORD
Method Reference
EPA 200]
2119108
229/08
7440-66-6
Zn by ICPMS
10
10
ug/L
PGAUTHIER
ESTAFFORD
Method Reference
EPA 200.8
221108
2F19108
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 1919) 733-3908 Page 3 of 3

I
DIVISION OF WATER QUALITY - LAB FORM
y ••COUNTY: �}, + �(CG'' �{. I: l 'YL4 f r/UZ PRIORITY -
RIVER BASIN: AMBIENT QA
REPORT TO :�, COMPLIANCE CHAIN OF CUSTODY
SHIPPED BY: EMERGENCY
COLLECfOR(S) :
Estimated BOD Range: Station Location: A C C2 012 V LZ-4 i
Seed: Chlorinated: Remarks:
W❑ SAMPLE TYPE � � r f D
STREAM
� EFFLUENT
LAKE
INFLUENT
ESTUARY
5:1
Lab Number ;
Date Received
Time Received
Received By
Data Released:
Date Reported:
Station #
A!
(_ C 0 ;,�1�1 fCl
Date Beg (yy/m dd)
G' 1��2 1
Date End Imm! d)
�' r,,:` I Z
Time Begin
i : e s
Time End
iG: i:a
Depth - DM, DB, DBM
Value Type - A, H, L
Composite-T, S, B
Sampfe Type
c GNXX
Vj
BOD 310 mg/L
X
Chloride 940 mg/L
-
NH3 as N 610 mg/L
Li- Lithium 1132 ug/L
COD High 340 mg/L
Chl a: 70953 Pg/L
TKN as N 625 mg/L
Mg- Magnesium 927 mg/L
COD Low 335 mg/L
�C�
NO2 plus NO3 as N 630 mg/L
Mn- Manganese 1055 µglL
Coliform: MF Fecal 31616 #/100 mis
?�
P: Total as P 665 mg/L
11
Na- Sodium 929 mg/L
Coliform: ME Total 31504 #/100 mis
Color: True 80 c.u.
PO4 as P 70507 mg/L
As- Arscnic:Total 1002 µg/L
Coliform: Tube Fecal 31615 #/100 mis
Color: H) 83 C.U.
P: Dissolved as P 666 mg/L
Se- Selenium 1147 µg/L
Coliform: Fecal Strep 31673 #1100 mis
Color: pH 7.6 82 c.u.
K- Potassium mg/L
Hg Mercury 71900 µg/L
Residue: Total 500 mg1L
Cyanide 720 mg/L
Cd- Cadmium 1027 µg1L
Ba- Barium µg/L
Volatile 505 mg/L
Fluoride 951 mg/L
Cr- Chromium:Total 1034 µg/L
Organuchlorine Pesticides
Fixed 510 mg/L
Formaldehyde 71380 mg/L
Cu- Copper 1042 µg/L
Organophosphorus Pesticides
Residue: Suspended 530 mg/L
Grease and Oils 556 mg1I
Ni- Nickel 1067 µg/L
Volatile 535 mg/L
Hardness Total 900 mg/L
Pb- Lead 1051 µg/L
Acid Herbicides
Fixed 540 mg/L
Specific Cond. 95 µmhos/em2
Zn- Zinc 1092 µg/L
pH 403 units
MBAS 38260 mg/L
V- Vanadium µg/L
Base/Neutral&Acid Extractable Organics
Acidity to pH 4.5 436 rng/L
Phenols 32730 µg/L
Ag- Silver 1077 µg/L
TPH Diesel Range
Acidity to pH 8.3 435 mg/L
Sulfate 945 mg/L
Al- Aluminum 1105 µg/L
Alkalinity to pH 8.3 415 mg/L
Sulfide 745 mg/L
?`
Be- Beryllium 1012 µgIL
Purgeable Organics (VOA bottle req'd)
Alkalinity to pH 4.5 410 mg/L
Boron: Total 1022 µg/L
Ca- Calcium 916 mg/L
TPH Gasoline Ran e
TOC 680 mg/L
Tannin & Lignin 32240 µg/L
Co- Cobalt 1037 µg/L
TPH/BTEX Gasoline Range
Turbidity 82079 NTU
Hexavaient Chromium 1032 µg/L
Fe- Iron 1045 µg/L
Phytoplankton
Coliform Total Tube 31508 #/100 mis
COMMENTS.-
LAB USE ONLY
ITemperature
on arrival (°C):
Sample Point % (2)
7
Conductance (94)
71 Os
Water Temp-C (10)
�.9
D.O. (300)
q ,- 5
pH (400)
?. U
8.3 Alkalinity (82244
4.5 Alkalinity (431)
4.5 Acidity (82243
8.3 Acidity (92242)
Air Temp-C (20)
Secchi depth m
Salinity ppt (480)
Precipit-In/day (45)
Cloud Cover % (32)
Wind Dir-Deg (34
Strm Flow Sev (1351
Turbidity Severity (13
Wind Vetocity-niph
Mean Strm Depth-ft (64)
Strm Width-ft (4)

Romanski, Autumn
From: susan massengale [[e-mail]]
Sent: Tuesday, January 29, 2008 10:04 AM
To: Autumn Hoban; Danny Smith
Subject: Merritt Gravel Pit
The Billy C. Merritt Gravel Pit permit (NCG020452) was recinded effective immediately in an
April 29, 2004 letter from Alan Klimek (signed by Vanessa Manuel). That was sent after
receiving a hand written note from Billy C. on 2/17/04 saying he had been out of business for
over four years. However, it appears that Tony Merritt's Gravel Pit has an active permit
with DLR and Bradley says that the lat/long is similar.
Info from the old Billy C. Merritt DWQ permit:
Map # D 22 NE
sub basin: 03 06 06
latitude: 35* 52' 55"
longitude: 79* 05' 10"
UT to University Lake (Morgan Creek)
Stream class: WS-II NSW CA
The mailing address is:
1002 Smith Level Road
and from the map it looks like the gravel pit is on Damascus Church Road, on the right hand
side shortly after it splits to the right off of Smith Level (just before you get to the
Dogwood Acres neighborhood).
Let me know if I can be of further help, Susan

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