NCG520014_HISTORICAL

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Bland Parker
POBox8
Lilesville, NC 28091 ID
i
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Dear Mr. Parker:
August 31, 1993
i
ubject: General Permit No. NCG520000
� � B. V. Hedrick Gravel & Sand Company
S E P 1 1993 COC NCG520014
Anson County
In accordance with your application for discharge permit received on July 15, 1993, we are forwarding
herewith the subject certificate of coverage to discharge under the subject state - NPDES general permit.
Issuance of this certificate of coverage supercedes the individual NPDES permit No. NC0004421. 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 December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, this certificate of coverage shall be final and binding. -
Please take notice that this certificate of coverage is not transferable except after notice to the Division
of Environmental Management. The Division of Environmental Management may require modification or
revocation and reissuance of the certificate of coverage.
•
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Environmental Management 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 Ms. Susan Robson at telephone number
919/733-5083.
Sincerely,
Original Signed By
Coleen H. 'Sullins
A. Preston Howard, Jr.
Director
cc: Fran McPherson
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
GENERAL PERMIT NO. NCG520000
CERTIFICATE OF COVERAGE NO. NCG520014
TO DISCHARGE SAND DREDGING WASTEWATER AND SIMILIAR WASTEWATERS UNDER THE
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,
B. V. Hedrick Gravel and SandCompany
is hereby authorized to continue operation of a treatment system consisting of eight settling ponds and a recycle
system with the discharge of stormwater from a facility located at
•
NCSR 1846
east of Lilesville
Anson County
to receiving waters designated as Island Creek in the Yadkin/Pee-Dee River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III
and IV of .General Permit No. NCG520000 as attached.
This certificate of coverage shall become effective August 31,1993
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day August 31,1993
Original Signed By
Coleen H. Sullins
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

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DIVISION OF ENVIRONMENTAL MANAGEMENT
August 16, 1993
M R M O R A N D 17 M
TO: Coleen Sullins, Unit Supervisor
ritting and Engineering Unit -„1
FROM: Ke ve%rit s R "" nal4 ups 'z"`itisor
Fayetteville Regional Office
SUBJECT: Renewal of NPDES Permit No. NC0004421
For Issuance Under NCG520000
B. V. Hedrick Gravel and Sand Company
Lilesville, North Carolina
Anson County
Please find enclosed the staff report and. recommendations of the
Fayetteville Regional Office concerning the renewal of subject NPDES Permit
for coverage under NCG520000.
If you have any questions or require any further information, please
advise.
.KTS/RR/rr
Enclosures
cc: Technical Support Branch

SOC PRIORITY PROJECT: Yes _ No _X_
If yes, SOC No.
To: Attention: Susan Robson
Permits and Engineering Unit
Water Quality Section.
Auctust 16, 1993
NPDES STAFF REPORT AND RECOMMENDATIONS
County Anson
Permit No. NC0004421
PART I. GENERAL INFORMATION
1. Facility and Address: B. V. Hedrick Gravel and Sand Company
P. 0. Box 8
Lilesville, North Carolina 28091
2. Date of Investigation: July 29, 1993
3. Report Prepared By: Ricky Revels, Environmental Technician III
Fayetteville Regional Office
_4. Persons Contacted and Telephone Number,: Bland N. Parker [phone]
5. Directions to Site: This facility is located just -off US74 at the end of
SR 1846, approximately 2 miles east of Lilesville in
Anson County.
6. Discharge Point(s), List for all discharge points:
Latitude: 340 57' 00"
Longitude: 78° 45' 30"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
USGS Quad No.: H 19 NW USGS Quad Name: Lilesville, NC
7. Site size and expansion area consistent with. application
X Yes No (If no, explain)
8. Topography (relationship to flood plain included): Hilly

Staff Report and Recommendation
Page 2
9. Location of nearest dwelling: None within 1000 feet.
10. Receiving stream or affected surface waters: Island Creek
a. Classification: C
b. River Basin and Subbasin No.: 030710
c. Describe receiving stream features and pertinent downstream uses:
Island Creek is utilized for aquatic life propagation, secondary
recreation and agriculture.
PART II — DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: N/A MGD (Ultimate Design
Capacity)
b. What is the current permitted capacity of the Wastewater Treatment
facility? N/A
c.) Actual treatment capacity of the current facility (current design
capacity). N A
d. Date(s) and construction activities allowed by previous
'Authorizations to Construct issued in -the previous two (2) years.
N/A
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities. Treatment works
include eight settling ponds from which wash water is pumped and
recycled. Total area of these ponds is approximately 90 acres.
Treatment is strickly physical. Flow varies with storm runoff and
groundwater elevations.
f. Please provide a description of proposed wastewater treatment
facilities: N/A
g. Possible toxic impacts to surface waters: N/A
h. Pretreatment Program (POTWs only): N/A
In development _
Should be required
Approved
Not needed
2. Residuals handling and utilization/disposal scheme: N/A
a. If residuals are being land applied, please specify DEM Permit
No.
• Residual Contractor
Telephone No.

Staff Report and Recommendation
Page 3
b. Residuals stabilization: PSRP PFRP Other N!A
c. Landfill: N/A
d.Other disposal/utilization scheme (Specify): NIA
3. Treatment plant classification (attach completed rating sheet): VA
4. SIC Code(s): 3295
Wastewater Codes(s):
Primary 41 Secondary 42 43
Main Treatment Unit Code: 5 0 0 0 0
PART III — OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants Funds or are
any public monies involved (municipals only)? N/A
2.Special monitoring or limitations (including toxicity) requests: N/A'
3. Important SOC, JOC, or Compliance Schedule dates (please indicate.): N/A
Date
Submission of Plans. and Specifications . . . . . . .
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all of the
nondischarge options available. Please provide regional perspective for
each option evaluated.
Spray Irrigation: NIA
Connection to Regional 'Sewer System: N/A
Subsurface: N/A
Other disposal options: N/A
5. Other,Special Items: N/A

4
Staff Report and Recommendation
Page,4
PART IV — EVALUATION AND RECOMMENDATION
It is the recommendation of the Fayetteville Regional Office that
NPDES Permit No. NC0004421 issued to B. V. Hedrick -Gravel and Sand Company
qualifies for reissuance under NCG520000 general permit status.
Signature of Report Preparer
Water Quality Regional Supervisor
Date

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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Nat Parker
B. V. Hedrick Gravel and Sand Company
Box
Lilesville, NC 28091
Dear Mr. Parker :
July 26, 1993
�EHNJFl
gmaw
JUL ' 30 1993
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: NPDES Permit Application
NPDES Permit No.N00004421
Lilesville facility
Anson County
This is to acknowledge receipt of the following documents on July 15, 1993:
4. Application Form
Engineering Proposal (for proposed control facilities),
4 Request for permit renewal,
4 Application Processing Fee of $200.00,
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other ,
The items checked below are needed before review can begin:
Application Form
Engineering proposal (see attachment),
Application Processing Fee of
Delegation of Authority (see attached)
_Biocide Sheet (see attached)
Engineering Economics Alternatives Analysis,
' Local Government Signoff,.
Source Reduction and Recycling,
Interbasin Transfer,
Other
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when complete.
This application has been assigned to Susan Robson
(919/733-5083) of our Permits Unit for review. You will be advised of any
comments recommendations, questions or other information necessary for the
review ofthe application.
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge. If you have any questions regarding this applications,
please contact the review person listed above.
Sipcerely
CC: Fayetteville Regional Office
nULkOaql
Coleen•H. Sullins, P.E.

A
NORTH CAROLINA DEPT. OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT,.P.O. BOX 27687, RALEIGH, NC 27611
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION' FORPERMIT TO DISCHARGE SHORT FORM C
To be filed only by persons engaged in manufacturing and mining
• •
FOR
AGENCY
USE
Do not attempt to Complete this form before reading accovanying instructions
Please print or type.,
1. Name, address, location, and telephone number of facility producing discharge
A. Name B V Hedrick Gravel & Sand Company •
B. Railing address
. address
2. City Lilesville
4. County 'Anson S. ZIP 28091
Box 8
APPLICATION NUMBER
It4 el ololo IC/11/121
DATE RECEIVED
9 rzi 17 1 /
YEAR PV. DAY
c2r.
C. Location:
1. Street Highway 74
2. City Lilesville
4. State N-C-
• D. Telephone No. 704 848-4165
Area
Code
2. SIC
3. State N.C.
3. County Anson
(Leave blank).
...
3. Number of employees 6.0
If all your waste is discharged into a publicly owned waste treatment facility
and to the best of your knowledge you are not required to obtain a discharge
permit, proceed to item 4. Otherwise proceed directly to item 5.
4. If you meet the condition stated above, check here D and supply the information
asked for below. After completing these items, please complete the date, title,
and signature blocks below and return this form to the proper reviewing office
without completing the remainder of the form.
A. tumi• of orpnizatfort re:van:it:1e for receivin-‘osto
D. Facility receiving waste:
1. Name
2. Street address
3. City 4. County
5.State 6. ZIP
j. 0 Principal product, tiraw material (Check one) Grave,1 Rand
%. Principal process. Washing with .re —cycled, water
7. Maximum amount. of- principal product produced or raw'aiaterial: consumed per. (Check one)
Basis
•
1-99
(1)
100-199
(2) •
200-499
(3)
500-999
(a)
_1000-
4999
(5) •
5000-
9999
(6)
10,000-
49.999
(7)
50,000
or more
(B)
A. piy
B. Month
C. Year
_
X

H, Minx In.rm armirnt nl principal prink., I. proilur ril nr raw mAlr•r id' r rwi•.unr•d, rrywu 1141
In item /, above, is measured In (Ch•a me):
A.D pounds B.11 tons C.O barrels 0.0 bushels E.D equate feet
F.o gallons G.D pieces or units 11.0 other. specify
9. (a) Check here if discharge occurs all year O(, or
(b) Check the month(s) discharge occurs:
1.0J+nuery _ 2.O February _ . 3.0March 4,0April _ 5.0 May .-.. 6.0 June
7.O July 8.D August • 9.0September • , 10.0 0ctohe.r . 1.1.0 November , ; ; 12.D December,
(c) Check how many days per week: 1, O 1 2.0 2-3...- ..-3.D 4-5 ...._4.ti6-7"
10. Types of waste water discharged to surface waters only -(check as applicable)
•
•Discharge per
operating day
• •
Flow. gallons per operating day
' Volume treated before
discharging (percent)
0:1-999
(1)
1000-4999
(2)
5000-9999
(3)
10.000-
49,999
(4)
50,000-
or more
(5) .
None
• (6)
0.1-
29.9
(7)
30-.
64.9
(8)
65- ,
94.9.
(9) '
95-
100
(10)
A. Sanitary, daily
average
1
B. Cooling water, etc.
daily average
'
C. Process water,
daily average
I - --
—
_
'
=__
h (1
X —
D. Maximum per operat-
ing day for total
discharge (all types)
X
11. If any of the three types of waste identified in item 10,either treated or untreated,
are discharged to places other than surface water•,, check belox as applicable.
Average flaw, gallons per operating day
Waste water is
discharged to:
0.1-999
(1)
1000-4999
(2)
5000-9999
(3)
10,000-49,999 •
(4)
50,000 or more
(5)
A. Municipal sewer system
B. Underground well
.
C. Septic lank
D. Evaporation lagoon or pond
a
E. 0tner, specify
•
12. Number of separate discharge points: A.6 1
B. 0 2-3
C.D 4-5
D.13 6 or more
13. Name of receiving water or waters Island Creek
14. Does your discharge contain or is it possible for your discharge to contain
w:.- Dr more of th._followina__substance.s added as e. resul;t of .you- operations. -
activities, or processes: ammonia, cyanide, aluminum, beryllium, cadmium,
chromium, copper, lead, mercury, nickel, selenium, zinc, phenols, oil and
• :grease. and chlorine (residual). A,Dyes B.11no
e.
l certify that 1 am familiar with the information contained in the application and
that to the best of my knowledge and belief such information is true, compieto, and
accurate.. - - -._ .
- Bland N. Parker
Printed Name of Person Signing
7-1R—q•
Date Application Signed Signature of Applicant •
'orth Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly makes
ny false statement representation, or certification in any application, iecord, report, plan,
✓ other document files or required to be maintained under Article 21 or regulations of the
nvironmental Management Commission implementing that Article, or who falsifies, tampers wit,
✓ knowly renders inaccurate any recording or monitoring device or method. required to be
perated or maintained under Article 21 or regulations of the Environmental Management Commissio
mplementing that Article, shall be guilty of a misdemeanor pumishable by a fine' not to exceed
;10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provid
1 punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both,
`or a similar offense.)
Corpoate-Rafp.fy i re.ctnx
Title
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gmgy
MAY 20 1993 �.
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
May 19, 1993
ROBERT T. WALL
B.V. HEDRICK GRAVEL &SAND CO
BOX 8
LILESVILLE, NC 28091
Subject: NPDES PERMIT NO. NC0004421
ANSON COUNTY
Dear Permittee:•
The subject permit issued on 4/04/89 expires on 2/28/94. North
Carolina General Statute (NCGS) 143-215.1(c) requires that an
application for permit renewal be filed at least 180 days prior to the
expiration date. As of the date of this letter, the Division of
Environmental Management had not received an application for renewal.
If operation of a discharge or waste treatment facility is to occur
after the. permit's expiration date, or if continuation of the permit is
desired, it must not be allowed to expire. A renewal request must be
submitted no later than 180 days prior to the permit's expiration date.
Operation of the waste treatment works or continuation of a discharge .
after the expiration date would constitute a violation of NCGS 143-215.1
and could'result in assessment of civil. penalties of up to $10,000 p'er
day. If continuation of the permit is desired, failure to request
renewal at least 180 days prior to expiration will result in a civil
assessment of at least $250;00; larger penalties may be assessed
depending upon the delinquency of the request.
A renewal application shall consist of the following information:
1. A letter requesting the renewal.
2. The completed application form (copy attached), signed and
submitted in triplicate, referenced in Title 15 of North Carolina
Administrative Code (15A NCAC) Subchapter 2H .0105(a).
3. A processing fee (see attached schedule) in accordance with 15A
NCAC 2H .0105(b). The application processing fee is based on the
design or permitted flow, whichever is appropriate, listed in the
first categories of facilities.
4. Primary industries listed in Appendix A of Title 40 of the
Code of Federal Regulations, Part 122 shall also submit a
priority pollutant analysis in accordance with Part 122%.21.

5. Facilities which have not been constructed within the last
permit cycle and are therefore, considered "new" facilities,
shall also submit an Engineering Alternatives Analysis,
referenced in 15A NCAC Subchapter 2H..0103 and Subchapter
2B .0201(c).
6. If the facility covered by this permit contains some type of
treatment works, a narrative description of the sludge management
plan must be submitted with the application for the renewal.
In addition to penalities referenced above, a permit renewal
request received after the expiration date will be considered as
a new application and will require the higher application fee.
15A NCAC 2H .0105(b)(2) requires payment of an annual
Administrative and Compliance Monitoring fee for most permitted
facilities. You will be billed separately for that fee (if.
applicable), after your permit is approved.
The letter requesting renewal, the completed Permit application,
and appropriate fee should be sent to:
Permits and Engineering Unit
Division of Environmental Management
Post Office Box 29535
Raleigh, North Carolina 27626-0535
The check'should be made payable to the North Carolina Department of.
Environment, Health, and Natural Resources which may be abbreviated as
DEHNR.
If there are questions or a need for additional information
regarding the permit renewal procedure, please contact me or any
individual in the NPDES Group at telephone number [phone].
Sincerely,
Original Signed By
Coleen H. Sullins
Coleen Sullins, P.E.
Supervisor, NPDES Permits Group
cc: Fayetteville Regional Office
Permits and Engineering Unit
Central Files

P-,i 44 q-03-'I3
State of North Carolina
Department of Environment,
Health and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Andrew McCall,, Regional Manager
�EHNF l
DIVISION OF ENVIRONMENTAL MANAGEMENT
• August 30, 1993
Mr. Bland N. Parker
Corporate Safety Director
B. V. Gravel & Sand Company
PO Box 8
Lilesville, NC 28091
SUBJECT: Compliance Evaluation Inspection
B. V. Gravel & Sand Wastewater
Treatment Plant
NPDES Permit No. NC0004421
Anson County
Dear Mr. Parker:
Enclosed please find a copy of the Compliance Evaluation Inspection
Report for the inspection conducted on. July 29, 1993 by Ricky Revels of this
office.
The report should be self-explanatory and contains observations and
recommendations.
If you have any questions or -require additional clarification, please do
not hesitate to contact Mr. .Revels at [phone].
Sincerely,
err T. Stevens
Regional Supervisor
KTS/RR/mla
Enclosure
Wachovia Building, Suite 714, Fayetteville, North Carolina 28301-5043 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

LESSEES OF•
a. V. HEDI?ICK GIAVEL & SAND CO.
TELEPHONE: B4B-2202
LILESVILLE, N. C.
AREA CODE: 704
Quartzite • Gravel • Sand • Ballast.
BOX a LILESVILLE, NORTH CAROLINA 28091
14 p1zLL 12 ; 1976
MA.. D. Rex §-,Leapon, Rep:anal 6ny.,inee.iz.
No)z th Caizo,L.ina iDepaJam. en t. Nc. na-1
and e-conom-ic Reao-utz.ceA
Su t to 71 z1, U/achov-ia Building
Nara e .t ev,iile, - Noiz th CalzoLzna 2 83 02
Deauz.1Y11z . cl ea4 on :
APR 14 1976
WATER QUALITY SECTION
SOUTH CENTRAL FIELD QF11Cg
U/e cute -in 71.ecep . 081 cyocuz leLte.n o84-Mcul.cl. 30, 1976 conceizn.ing. ryouoz. 4ampLnn
-inApect-ion at ouWz opelza ion az we.L.L aA youiz. conceizn w,z h itega,'z.L
-to am non-conzp,Liance 084 compie ,ion �chedu,Le4.
Q i.J ceiziain4 ou z. ,intention -to 6e in compliance with all -the h.eg.uL'L.emenL
a.4 Ape -Lied out .in oulz NPD'S and Slate pelzm,c , and.9 6eeLieve the pz.ea-te4-t
plz.o 6l em Li.ez to ow 84a-iitute -to plz.o p eJzJy itegu e4-t. -in wtu ing 8111.om yam, depa)z tm en..
the e.x .en -ion and open.ating pito6,LenzA which weiz.e czliAcu.�4ed and we teL applz.ovecL
6y-inApesto and Itep/zeAerrat,ivei 081 ryoulz. department. We ceiz .a-i.n,L4 h.e he
h i,o oveiz4-ig it on ouJ. paJ2 and will mane evej. eetoizt '-.o Aect.itcy h,z..t m- 4-
unde -tanc inn.. 2 w,c:.L,Liizy -to an4weiz. the gue.4- ,ion4 po4ed .in ryouiz. JeLt.eiz. og
-Maltch.30 ,in -the ovz.delz. -that -they were po4ed.
The dam pont,ion o8z'-.he .second ,Lagoon wa4 comp -le -tea' in Nove z6e4... 1975 except
840/z. tI e .toe AaL . and ApLLLway.,4. Comp -Le -,ion o f -the -toe dlia. n L only
AeveJza,L dace wo1z4, and we gL/zanh4 have been wa-i .,ing szoA. a h.e-cons'.vzmat.ion
.031 the local on 031 toe cbz.a,in 6o-th 811z01n o3-/)1-ini.n. and
Ouh end tneetz; but 4..Lnce )z.t4 would appeauz. -to 6e a 4e LLed maLteli., we aize
comp,Le .zn� the to.e dJzaJn tlz,z.r weep wiJ .zn4pect.ion 6y. ow. eng-ineen. . We

41n. D. Rex leaA on
Page Two
�pnil 12, 176
ane - n po.J.it-ion at th,d time to clo.Je and uAe the .Jecond lagoon aA moon
a.J the .J.ituat.1on wannantA LL A,Lthouuh we do not plan ovetzilow Znom th,d
lagoon except &z 34lood condi ti.onA, -.he ApLLJwaca will 6e completed while
the lagoon t.J �iLLin� up. We have no .Jounce ogi wadeiz other than na,iniall
and it Ld .impeizat-i.ve Jzau we cap .une and neuAe a,L,L -the wa-ten ava,i.La6,Le
and -it t4 our in-tention to have a complete-1y clo.Jed c,vz.cu.it ton. IJnoceAAZ2y.
water -in the not too dzAtant. 31rztu�.e. The an wen to the o6.Jelz.vat.ion .Jtated
,in the 81ouhth panapnaph o34 noun letter A -imply that a,Lthoug.h the dam
tt�Jey wa2J ready and we could have compLi.ed on Ahont. no±t:ce, our eyluent
waA 6eZzy handled pnopeny 6y our 31t lagoon and we u.Jed thLd time -in
excavating additional .Jtonag.e area in the .Jecond lagoon -that would 6e
,zmpo.J.J,i.6le to do abiten. ,inzpoundmen .
your paragraph #5 ha.J to do with .JeaLinn 6 welding the undefz. dha rn
.J eiz.v.inn the sz,Uz.Jt lagoon.. T/ Li wa.J d ced, undelz.Jt o o d and we thought
approved 6y vani.ou.J peJz.Jonnel 6/nom yowl. department. ThiA dlza &z w.LLL 6e
opened pant wavy upon cloA.in. the .Jecond dam .Jo that stead og having
oventlow tnom a .JpLLLwary into the .Jecond pond, we will have unde4low
unt t;L .Juch -time a s the Ae t,tinp 6uLLd Each up to the diAchaizge o f th
l zrz e. Th.iL w-L/ L aLLow our clean wat en -to gna v,tt y -to ou'z. pum1o.J g on pumping
Each 34o12. plant u.Je )zathez. than having to pump th.A water tom the .Jecond
lagoon to the 64.tiz.Jt lagoon.
The .J,ixth panagnaph LA to do with Jize opeizat,ion and ma,intezznce d4,i.c,i.enc.i.eA.
The enod ing. 611Z.0m the ove Llow area o64 the sLL'z dam wa.J actually planned!
We punpo.J ely let a lalzg en area (not . pant ot the dam Ltd eL6z) unexcavated
at th,i.J point. AO a.A to a.J.June ouiz4elve4 that theiz.e would 6e no dany.elt o61
cutting ttznouch the dam -itAeL. Maten,ial which ha.J eroded 87nom th.d point
ha�J been 2pnead along the bottom 064 the 4econd lagoon and 4u6.Jecg_uent.lj
conA i.dena6le o64 ,it removed 6y dnag.l,ine. Thi too, w,i_LL po.Je no pno6lem

'An. D. Rex g,LeaAon
%gay e Three
4p'zLL 12 , 1976
.since on -the clo,,Uzy o f -the .second dam and -the o f the .second
lagoon, -there would 6e no eizo i,ion osz -the Each Aide o f -.he ,31.uz.J dam aA
the water will 6e the .dame level on 6o-.h A.idei. We will plan -to de612n,i t.ely
elimina-te -the 6 u.t:LcL nn 064 a -. em p ona j d IZJ dam a c noAA -the Uza,L A pLL Lwara
to ,c.nczeaAe our wa-ten. At.onaye, 6u w..cll have pnovi Long bon depth conth.ol
on the ,Lowe.Ai elevation .JpLL,Lwara. The Aecond ApLLLway will 6e at a
h i�h en eleva-tion and A:A only for -the pro ec t,ion 11 -the dam .'hould A om e
extitaondinaAy condition occur.
You an.e co;vz.ect .in tzar. we did .Jow ghaAA on -the Each .lope 031 the .Jecond
dam ah e .inA,i j-tan c e o f r our depaiz-im en t . We did no 61eel at -the -tim e
fiat .i t .-jhould 6e clone, 6u we wand -to coopelcate irz everuj wavy poAi,i61e.
The p.Lantinn which we did came up luAh g on a giew m on Iz -then died when
84nee :Ply w eaLh ez. /z t it.
i i our plan -to hydraulically .low the Each .lope oit tie .second dam tzLi
Apn.tny. CIA well a2 all -.he .JlopeA .involved wi-th our 2pLLlwazp and the
6anhA osi -the anew we have used 640n
hope -.he above an2we -the peA ..ion. you po.Jed and tha.t. althouy.h we have
no complied completelc� wLL/i .the .Jchedule .Jpe.L,Led out, we are comp4,inn
w,i t.h all 4611uen t l im,i tczt.ion and we are A,tmp4 .tah,iny h ex na -time
avaLLa6le -to comple-te a Eaten and more 81an neach.inL plan Dian
only nal4 conceived. /L h,d .ime we are .i tmpl� awaLtAn.y. approval and/on
inApect.ion oour clam 6y „.hoe empowened -to do .Jo undeiz. -the "Dam Sa64e4
A c-t 061 19 67"
S.t:n c eic. elf ry o uizA,
Le.JAeeA 0611B. V. Redlz.i.ch
ynavel and Sand Company
6. Alvin o o dman, Ph.
en e'zal /)1 anay en.

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CIZ1\ Cto4r- %.14 • \\ evi4Tevr SA&e_
ti-v.A.MariaqrS:‘,4" ‘git 4i/tA.t. C‘%vetT &I-`4N%

United States Environmental Protection Agency
Washington, DC 20460
EPA NPDES Compliance Inspection Report
Form Approved
OMB No. 2040-0003
'Approval Expires 7-31-85
Section A: National Data System Coding
Transaction
11NJ
215
L
Code
I 31N
IC
NPDES
IO 10 10 14 14 12 11 111 1219
yr/me/day
I3 10 I7 12
19
Inspection
117 18[LC
J
Type Inspector Fac Type
� 19IS I 20I2
Remarks
IIIIIIIIIIIIIIIIIIIIII11II1IIIIIIIIII_IIIILI
21
671
Reserved
I
I
Facility Evaluation
169 70ILL3 I
Rating
71IN
Bl
I 72IN
CA
I 731
Reserved
751
1 174
1 I I
I I
I80
Section B: Facility Data
Name and Location of Facility Inspected
B. V. Hedrick Gravel & Sand Company
Entry Time AM PM
Permit Effective Date
4/01/89
x , __1
1:45 PM
Exit Time/Date
3:15 PM 7-29-93
Permit Expiration Date
2/28/93
Name(s) of On -Site Representative(s)
Bland Nat Parker
Title(s)
Corporate Safety Director
Phone No(s)
[phone]
Name, Address of Responsible Official
Same as above
Title
Phone No.
Contacted
Yes No
X
Section C: Areas Evaluated During Inspection
(S = Satisfactory, M = Marginal, U = Unsatisfactory, N = Not Evaluated)
S
N
S
Permit
Records/Report
Facility Site Review
N
N
S
Flow Measurement
Laboratory
Effluent/Receiving Waters
N
N
S
Pretreatment
Compliance Schedules
Self -Monitoring Program
N
N
Operations/Mainten.
Sludge Disposal
Other:
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
1. This inspection was conducted for the purpose of determining if facility qualifies for permit reissuance coverage under
(NCG520000) general permitting for sand and gravel operations.
2. As a result of this inspection the facility was in compliance with all NPDES requirements.
Name(s) and Signature(s) of Inspector(s)
Ricky Revels X /S s /
Agency/Office/Telephone
NC DEHNR/DEM/FRO [phone]
Date
7 Z Y ' !i3
Signature of Reviewer
Date
Regulatory Office Use Only
Action Taken
Date
Compliance Status
_ Noncompliance
_ Compliance

ENV. MANAGE;'T
FAYETTEVILLE RE.:.;. CCF
State of North Carolina
Department of Natural Resources and Community Development
• Division of Environmental Mangement
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor April 6, 1989 y R. Paul Wilms
William W. Cobey, Jr., Secretary -
Director
Mr. Robert T. Wall
Box 8
Lilesville, NC 28091
- , -SUBJECT: NPDES,DJiiiiTNMOdili.c:6VMn„,!.
_• , , , ,
NPDES $cgilllit No._ NCOOWAT
/ _ :407A livag„1174iid-.78-amoci,T,
nspn County
Dear Mr. Wall: , ,
1 11
ii
On March 20, 1989,,,theDivision'of,EnVitonmental Management issued NPDES Permit
No. NC0004421 to B. V. Hedrick Gravel and SAnd Company. A review of the permit file
hasindicated that an error was inadvertently made in the permit. Accordingly, we. are
TOrWarabiWith*.modaication tothe„subjett_p-erffit.to_Lleorrect.tbk4i!OrTh4
fs,p4FW49diffeation isth-correct the NPDES Permit-NO.onjbe-cove:r_page-„sUppleMenit
...._.
0nd-effluent- limitations page The correct NPDES Perilat'NoLiS. NC0-904421;/
_ -.--
.,,
Please find enclosed the three above -mentioned pages which shquldibe\inS'e.rted
into your permit. The old pages should'be discarded. All other terns aid conditions
contained in the original permit remain, unchanged and -in full effect:t, Thee -permit
modifications are issued pursuant tp the.requi-rements 0 North C4olina General
Statutes 143-215.1 and the MemorandUhof'Agreement betWeen'NrthCaroldna and theti.
S. Environmental Protection Agency. This/Permit pOdifidOtionbecbmes effective
immediately.
,
: .
If any parts, measurement frequencies or sampling:requirements COtained in this
permit are unacceptable to you, you may request a waiver or moditIcatian:pursuant to
Regulation 15 NCAC 2B .0508(b) by written request to the Director ddentifying the
specific issues to be contended. Unless such request is madkwithin 30 days following
receipt of this permit, this permit shall be final and,13inding/Should your request
be denied, you will have the right to request anaditidicatpry hearing.
If you have any questions concerning these_peimit-modifications, please contact
Mr. Arthur Mouberry at [phone]. k
cc. Mr. Jim Patrick, EPA
Fayetteville Regional Office
P.C. Box 27687, Raleigh, North Carolina 27011-76r lelephoile 919-733-7015

Permit No. NC0004421
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions 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,
B. V. Hedrick Gravel & Sand Company
is hereby authorized to discharge wastewater from a facility located at
NCSR 1846
East of Lilesville
Anson County
4.
to receiving waters designated as Island Creek in the Yadkin -Pee Dee River Basin
in accotdance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective April 1, 1989
This permit and the authorization to discharge shall expire at midnight on February
28, 1994
Signed this day March 20, 1989
-R. Paul Wilms, Director
Divis ion of Environmental Management
By Authority of the Environmental Management Commission

13 .V. bard c,k_
Permit No. NC0004421
SUPPLEMENT TO PERMIT COVER SHEET
B. V. Hedrick Gravel & Sand Company
is hereby authorized to:
Continue to discharge wash water overflow and mine dewatering water at the
location specified on the attached map into Island Creek which is
classified Class "C" waters in the Yadkin Pee Dee River Basin.

A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee
is authorized to discharge from outfall(s) serial number(s) k01. Such discharges shall be limited and monitored by the
Permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
lbs/day Other Units (Specify) Measurement Sample *Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency Type Location
Flow Monthly Instantaneous E
Settleable Solids 0.1 ml/1 0.2 ml/1 Monthly Grab E
Turbidity 50 NTU Monthly Grab E
Sample locations: E - Effluent
BMP Conditions
1. The permittee shall operate the facilities in a manner which will minimize the impact on the receiving waters.
2 The permittee shall utilize sound management practices to ensure that contaminants do not enter the surface
waters as a result of blasting at this site.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored monthly at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

TELEPHONE: B48-4165-4166
LILESVILLE, N. C.
AREA CODE: 704
Quartzite • Gravel • Sand • Ballast
BOX B LILESVILLE, NORTH CAROLINA 28091
March 30,1989
Mr.R.Paul Wilms
NC Dept.of Natural Resources & Comm.Development
Division of Environmental Management
P.O.Box 27687
Raleigh, North Carolina 27611-7687
SUBJECT: /Proper_ -Permit Number
Dear Mr. Wilms:
•"� MAR '3 i 1989
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Several days ago, I received from your office our permit to
ischarge_wastewater_ Upon reading the permit,,I found severall
%ffeLant�`°.p:erm numbers listed for this operation_
I feel these pages should be returned to you for correction. At
the present time our number is NC 0004421.
Thank you for your attention regarding this matter.
RT W: s
Four Enclosures
Sincerely,
LESSEES OF B.V.HEDRICK
•GRAVEL AND SAND COMPANY
Robert T. Wall
Director of Environmental Affairs

Q.V.
Permit No. NC004421
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1,
gther lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
B. V. Hedrick Gravel & Sand Company
is hereby authorized to discharge wastewater from a facility located at
NCSR 1846
East of Lilesville
Anson County
to receiving waters designated as Island Creek in the Yadkin -Pee Dee River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 1I, and III hereof.
This permit shall become effective April 1, 1989.
This permit and the authorization to discharge shall expire at midnight on
February 28, 1994.
Signed this day March 20, 1989.
SIgu+vd ay
ARTHUR rvIQUBERRY
For:
R. Paul Wilms, Director
Division••of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC004421
SUPPLEMENT TO PERMIT COVER SHEET
B. V. Hedrick Gravel & Sand Company
is hereby authorized to:
1. Continue to discharge wash water overflow and mine dewatering water at the
location specified on the attached map into Island Creek which is
classified Class "C" waters in the Yadkin Pee Dee River Basin.

A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee
is authorized to discharge from outfall(s) serial number(s) 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
Effluent Characteristics
Discharge Limitations Monitoring Requirements
lbs/day Other. Units (Specify) Measurement Sample
Daily Avg. Daily Max. Daily Avg. Daily Max. Frequency *Sample
Type Location
Plow°
Settleable Solids Monthly Instantaneous E
Turbidity
0.1 ml/1 0.2 ml/1 Monthly Grab E
50 NTU Monthly Grab
E
* Sample locations:, E. - Effluent
.BMP Conditions •
1. The permittee shall operate the facilities in a manner which will minimize the impact on the receiving waters.
2. The permittee shall utilize sound management practices to ensure that contaminants do not enter the surface
waters as a result of blasting at this site.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored monthly at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
M3
NC00004471

•
i
•
Vi
Jti•.
•
••-
-
•
•
•

4 4- L. V ¢,..x C "t—COtso
1,0%0 'MA n.A- t'Fr•-1/ pet,
4
Permit No. ' NC0027537
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION_OF'ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
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,
Carolina Power & Light Company
is hereby authorized to discharge wastewater from a facility located at
Blewett Hydroelectric Plant
at the end of NCSR 17.48
east of Wadesboro
Anson County
Ito receiving waters designated: as the Pee Dee River in the _Yadkin -Pee' Dee River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective April 1, 1992
This permit and the authorization to discharge shall expire at midnight on October 31, 1993
Signed this day, .February_ 17; 1992
Original Wiped by.
Date °w rca h far
George T. Everett, Director
- Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0027537
SUPPLEMENT TO PERMIT COVER SHEET
Carolina Power & Light Company
is hereby authorized to:
1. Continue to discharge non -contact cooling water, plant drain water and flood sump wastewater
from a facility located at Blewett Hydroelectric Plant, at the end of NCSR 1748, east of
Wadesboro, Anson County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into the Pee
Dee River which is classified Class WS-III waters in the Yadkin -Pee Dee River Basin.

98 ING1-?AA, u.J m1.55' '99
-• ,
, • • •7
.1-.
2
•
,„.••
= _ •
482 •
•
•••.• • - -;•'•3••
00-
cs.
•
•
-Tadings Pons
• - I
r"2••?.
0 I
600 11 730 000 FEET
Big I slandr-'N
Carolina Power and
•Light Company
NC0027537
Discharge Point:
Latitude: 34°59'15"
22/ ( •
0,0
- • -•1
• 1Th
7.5 MINUTE SERIES (TOPOGI ,
601 DDW.A.N
602
' •
1 .•
Tower
,•
66)
' • 3Z 71
57
JL.• •
\,Fjd s I
— . . '•

A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0027537
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Discharge Limitations Monitoring Requirements
Lbs/day
Units (specify) Measurement Sample *Sample
Mon. Avg, Daily Max Mon. Ava, Daily Max, Frequency Type Location
THERE SHALL BE NO CHROMIUM, ZINC, OR COPPER ADDED TO THE COOLING WATER.
The permittee shall obtain authorization from the Division of Environmental Management prior to utilizing any biocide in the cooling water (See
Part DI of this Permit).
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

d
s e %Act
Part III Permit No. NC0027537
D. Biocide Condition
The permittee shall not use any biocides except those approved in conjunction- with the permit
application. The permittee shall notify the Director in writing not later than ninety (90) days prior
to instituting use of any additional biocide used in cooling systems which may be toxic to aquatic
life other than those previously reported to the Division of Environmental Management. Such
notification shall include completion of Biocide Worksheet Form 101 and a map locating the
discharge point and receiving stream.

h1an4%" I` eri coda.
Permit No. NC0074314
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions 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, -
Martin Marietta Corporation
Martin.Marietta Aggregates
s hereby authorized _todischarge wastewaterfrom _.. a facility located
eeADee Quarry
NCSR 1842
Anson County:
to receiving waters designated as the Pee Dee River in the Yadkin Pee Dee River
Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective November 3, 1988.
This permit and the authorization to discharge shall expire at midnight on October
31, 1993.
Signed this day November 3, 1988.
Original Sign d By
ARTHUR MOUBERRY
.For
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
During the period beginning on the effective date..: of the permit and lasting until expiration,.' the
Permittee is authorized to discharge from outfall(s)'serial number(s) 001. Such discharges shall be-H
limited and monitored by the Permittee as specified below
affluent Characteristics Discharge Limitations Monitoring Requirements
Lbs/day
Daily Avg. Daily Max.
'low
settleable Solids
Turbidity
*Sample location: E - Effluent
BMP Conditions
NPDES No. NC00743.14
Other Units (Specify) Measurement Sample *Sample
Daily Avg. Daily Max. Frequency Type Location
Monthly Instantaneous E
0.1 ml/1 02 ml/1 Monthly Grab E
50 NTU Monthly Grab
1. Make An outlet from a granite quarry dewatering facility located at the
Pee Dee Quarry on NCSR 1842 in Anson County (See Part III of this Permit)
and discharge into the Pee Dee River which is classified Class "WS-III"
waters in the Yadkin -Pee Dee River Basin.
1. The permittee shall operate the facilities in a manner which:will minimize the impact on the receiving waters.
2. The permittee shall utilize sound management practices to ensure that contaminants do not enter the surface
waters as a result of blasting at this site.
The pH shall not be less than 6.0 standard units Or greater than 9.0 standard units and shall be
monitored monthly at the effluent by grab samples.
There shall be no discharge of floating solids or visible':. foam in other than trace amounts.
M3

L'1arm e r -V-"
Permit No. NCOuo 155$ l W.rv)
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
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,
Harriet & Henderson Yarns, Inc.
is hereby authorized to discharge wastewater from a facility located at
the Bladen Plant
on U.S. Highway 701
in Clarkton
Bladen County
to receiving waters designated as an unnamed tributary to Brown Marsh Swamp in the Lumber River
Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective May 12, 1992
This permit and the authorization to discharge shall expire at midnight on December 31, 1994
Signed this day May 12, 1992
Original Signed By
Donstd Safrit for
George T. Everett, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0081558
SUPPLEMENT TO PERMIT COVER SHEET
Harriet & Henderson Yarns, Inc.
is hereby authorized to:
1. Continue the discharge of non -contact cooling water from a facility located at the Bladen Plant,
on U.S. Highway 701, in Clarkton, Bladen County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into an
unnamed tributary to Brown Marsh Swamp which is classified Class C-Swamp waters in the
Lumber River Basin.

a kitctlq4
714 40'
.�
)5*- ..M.-
- -.«
-.-_
-7111.4 -,w.- —
"'� -L '- - - ,fig. .r— -+e
grATAco.") 4 i .1",1
CLINTON 43 MI.
15 2( ELIZABETHTOWN 10 MI.
Cem
NORTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC
/yNWI4 WHI1EVQ1E 15' QUADRANGLE
�s (K-�Qgvoir d 2110 000 FEET
78°
3814

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0081558
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
Temperature
Total Residual Chlorine
Discharge Limitations Monitoring Requirements
Lbs/day Units (speclfvl Measurement Sample
•Sample
Mon. Avg, Daily Max Mon. Avg, Daily Max, Frequency Tvps Location
• • • •
THERE SHALL BE NO CHROMIUM, ZINC, OR COPPER ADDED TO THE COOLING WATER.
** The temperature of the effluent shall be such as not to cause an increase in the temperature of the receiving stream of more than 2.8°C and in
no case cause the ambient water temperature to exceed 32°C.
The permittee shall obtain authorization from the Division of Environmental Management prior to utilizing any biocide in the cooling water (See
Part III of this Permit).
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part DI Permit No. NC0081558
D. Biocide Condition
The permittee shall not use any biocides except those approved in conjunction with the permit
application. The permittee shall notify the Director in writing not later than ninety (90) days prior
to instituting use of any additional biocide used in cooling systems which may be toxic to aquatic
life other than those previously reported to the Division of Environmental Management. Such
notification shall include completion of Biocide Worksheet Form 101 and a map locating the
discharge point and receiving stream.

George W. Little, Secretary
DIVISION .OF .ENVIRONMENTAL MANAGEMENT
_ March 30, 1976.
Mr. E. Alvin Goodman, Jr.
Partner and General Manager.
Lessees of B..V..Yledrick Gravel & Sand Company.
. 0.Box -8
ilesville, North Carolina 28091.
SUBJECT;
•
ear Mr. Goodwin:
Sampling inspection .-.
B. V. Hedrick Gravel & Sand "Company _ .
Anson County, North Carolina
0n February 18, 1976, Larry 'Elmore, .Chemical -Analyst, Uivieion of •Environmental'
nagement, conducted a sampling inspection of the waste treatinent facility serving
. V.: Hedrick Gravel & Sand Company. Mr. Billy .Weaver, ` Caneral Superintendent'
participated in discussions pertaining tomonitoring and reporting p1u operation
and maintenance of the settling lagoons.
IL • All' samples were grab eanples.and were refrigerated upon acquisition..
This inspection revealed that B. V. Hedrick Gravel & Sand Company is cotp1ying
with all effluent limaitations of its-NPDES'.and. State -permits. Bowever,;•,e`aid:_compeny
is. violating compliance achedules stated in both NPDES and _ State perzaits : plus' violating
revioue agreements between' thin= .0f f i'ce and company of f icial'e .
B. V.-Hedrick Gravel & Sand Company was to have completed construction of t•he
second settling lagoon. by September-30,- 1974. Said company.'has°"failed ;to conplete
construction of laid lagoon by' the permitted date and has failed to.;,request any- ex-•
tension of the compliance schedule.-
In a letter dated March 25, 1974, signed by Mr. John C. Murdock; 'III,.° Regional.
Engineer, South Piedmont Field Office, B. r. Hedrick Gravel rft Sand Conpany'was notifie
of an agreement with this office reachedduring a meeting held March 13, 1974. -.As
agreed, said company was "to' seal the - under drain serving the_ f irst'settling. _lagoon. 'by
welding a metal plate:: "across the outfall._-. In a . certified letter . dated * November .17,
1975, signed by Mr. D. Rex Gleason, Regional Engineer, South Central Field Office,: -..said
company wasagain: notified about sealing theabove.mentioned outfall. A compliance
aehedule of. January 1, 1976, ,was established. At' the time of:this ' inspection 2.V..
Hedrick Gravel and Sand Company had flailed . to. comply. With the January .`1 1976'' compliance
date.

Mx. E. Alvin,Goodman,
Page 2 -
March 308; 1976
The following operation and ,uaintenance deficiencies .were` noted. he' back:.
slope of both dams ware -eroding 'and.. -lacked any substantial amount `of vE station , :
to prevent , further deterioration of there 'dams. There was :evidence. t Tat `•B: V
Sedricic._Grave l b Sand Company had; recently attempted to: now grasses ou: =the tack::,
elope of the newest -dam but without much-:auccese. Said company should continue
attempting to Control its.eroeion probleti by, replanting' the; back slope: and sur-
rounding area using one or more of the alternatives listed in the conpany'e
applications •for; a mining permit.
Also, it was ' noted that the overflow area forjthe firat: settling lagoon Wea
everely eroded... The presentsaethod of..controlling.:discharges from this lagoon,
placing loads "of dire: across the ¢spillway_ forming a small chin`, is -unacceptable.',
ie is because 'diacharging waters carry loose. dirt' used to construct Makeshift:',
ams into receiving waters creating turbid conditions plus addiug-auspended solids..
These conditions are what .the settling lagoon- is attempting to prevent,' not create_._
It was toted that the `second -settling lagoon presently`- does not . have any: provisions ..
or discharging: excess' water. - Sut" plans .and specifications submitted as, required
y the ,'Dam Safety. Act of '1967'9 show.,that two _spilivays should be installed. Sai'
ompany should. install. these, spill ys)along with properdepth control:mechanis
n order ; to prevent any future. erosion 'problems of this
Due to,. the violations which have been .set .,forth "herein,: it is - requested= that
V. V. Hedrick Gravel "&. Sand Coanpany submit -a .reportt to this Office :ekp1aining why
hey have been unable.,.to comply with,: the° conditions:Set forth in theirState Perm t.
to. 8034. This -report should be `submitted -by April 16, 1976.` -` Failureto do ao
will result in this Office referring : the matter to our enforcement section `for
solution. This Office has also'f:referred this matter • to our Division, of ,Hieing since::
there appears._ to be deficiences noted in. your. compliance with ':the• _."Da "-`Safety Act ;of
1f . there are any further questions please do- not hettitate - to content -tar
Elmore, Chemical Analyst, ::With this -Office.

N;..C. DIVISION OF ENVIRONMENTAL MAr!A;zEN= IT WATER QUALITY SECTION.:
NAME OF PANT •
% 6r4v&
NAME OF OPERATOR
)oVi
: REPORT 0
SAMPLING INSPECTION
CERTI FI CATI ON .1`JO :
GRADE
•:DESCRIBE SAMPLIIG PROCEDURE Ot!
BLSc-# -�C. iTY
11PDES PERI'1IT• MO:_ ISSUED BY STATE'[)
j14 duo 9j9L/ 1 :NAME OF I►iSPECTOR
STATE PERMIT NO.;
8a34 ch i 4.0a/
A E
i
nR ETER
t Y�V li_ 1 L.\
SAMPLING RESULTS.
SAMPLING it l� RESULTS.
i G/L (LES/DAY)
AVE. • SELF MONITORING G
PERIOD OF RECORD REVIEWED
-
STATE ATE
REQUIRE EATS
PIPDES .
REQUIREMENTS
COYPLIA':C!
(YES OR.':i
INF.
EFF.
UPS.
DNS.
INF.
EFF.
: UPS.
DNS.
EFF. %RED.
EFF.. %RED.•
STATE 'FEE
1)
p
.o
c)
j
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bar. salle-
i
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W.E. • Kaight
Acting: Director
331340 Q73(J �N81 •
George Et..Little, . Secretary
`N01133S ,'..177,yn 30 !linos •
831t1M €arch' .10, 19976'
9161 9a 2vn
Mr. Billy S. Wea.
.. V. Hedrick Gra
P. O. Box 3
Lilesville, North Carolina 2C01
Dear ::fir.- ieatver : -
etzt .
SUBJECT: Acknowledgement
" . • AnnuaL Soatvey :Report : for 19 76
i3. V. liedrick Gravel &. Sand Company
Arson County:
In .accordance with the .Water snd Air "quality Reporting Act o.f `,1 71, the
197; Annual 'Survey Report for. the'. wastewater -'treataent facility. serving B. V.
Hedrick Gravel &- Saz is Company'. was received by this Division. on. flece rber 5,. 1975.
The :identification numbers fat -the facility have. been changed as follows:
OLD . NEW
Upstrear: 1'593 L COOO44211O1
-Influent �`593 .`��cOOO442Y ld2
:Effluent 1593 " ryC 004 211 t3
Downstream ' 2593 ` ',I:CQ(O44211O4'
This, change .ie necessary so that- a .new and more efficient. program :for pro-
cessing your .monthly monitarit g reports may :be implemented by our data Manage-
1?ent Unit.,
` he.'report : has been reviewed and , is. hereby acicaowledged. is being.submitted
ia accordance With .egulation 2-71, as, amended.- Should there be -questions, please
contact Larry E1is 're; Chersical Analyst of the South, 'Central. Field Office; telephone'
91 /4 5 -G116. ,
Sincerely, yours,
Original Signed by:
• P. BENTON, A.
L. P. Benton, Jr., Chief
Water Quality Section
cc: Mr. J. R. Taylor
Data Management
_,.,South . Central Field -Office

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• SILTATION DAM
FOR
B.V.HEDRICK GRAVEL AND SAND COMPANY
LILESVILLE, NORTH CAROLINA

I N D E X.
Engineering Report Pages
Design Procedures
(a) Spillway design Page 1
(b) Final Spillway Design Page 2
(a) Checking 'Spillway Capacity Pages 3 - 4
(d) Checking Spillway Capacity
Using Burkli-Ziegler Formula Page 5
(e)Extreme Conditions Page 6
(f) Data Sheet Page 7
General Specifications and
Recommendations Pages
Summary of Soil Stability Analysis Letter and Report
and Site Investigation' Report

ENGINEERING REPORT
I. PURPOSE: The purpose of the dam construction is to provide a
second siltation reservoir for the B, V. Hedrick Gravel and Sand
Company. The first reservoir is in service and appears to be
functioning as planned.
II. LOCATION: The location of the dam site is on Island Creek,
some 1300 feet South of U. S. 74, and approximately 4.5 miles West
of the concurrence of Island Creek and the Pee Dee River.
III. WATERSHED CHARACTERISTICS: The drainage area is composed
of some 2,070 acres. The area is approximately 11,700 feet in length
and 10,500 feet in width, at its widest point. Slopes are moderate
to steep, except along the creek bottom, which is relatively flat.
There are two sand and gravel companies that have their operations
within the drainage area. Reservoirs already exist above the pro-
posed dam site, in addition to the newly constructed siltation re-
servoir owned by B. V. Hedrick Gravel and Sand Company. Borrow pits
exist within the drainage area, and the best estimate that the
Engineers could obtain is some 300 acres that will not contribute
to the run-off of the area. These three hundred acres were sub-
tracted in the initial design procedures, but were later considered
in the final design with the use of two spillways.
IV. EXPLANATION .OF DESIGN PROCEDURES: .After the initial design of
the dam was completed, a conference was held with representatives
of the B. V. Hedrick Company and Koonce, Noble & Assoc., Inc. The
result of the conference was that (1) The final elevation of the dam

was increased to 301 feet instead of 293.5 feet as originally
planned; (2) Mr. Weaver of B. V. Hedrick Gravel and Sand Company,
also requested that we study the possibility of using two spillways
instead of one as we had shown.
In complying with the request of the Hedrick Company, we first
checked with Geotechnical Engineering. Company, and were assuredthat
the increased heightof the dam would not affect the stability of
the dam as long as the dam was constructed as recommended. Our
firm thenstudiedthe proposal of the use of two spillways and con-
curred that using two would be feasible due to the following reasons:
(1) The combined capacity of two spillways asshownon the
final drawings would give a total spillwaycapacity greater than the
one spillway as originally designed. Due to upstream conditions
of the watershed, such as the possibility of an existing dam failing
the added capacity of the spillways is a definite advantage.
(2) Under normal conditions, no release of any effluent should
be necessary, but during severe weather conditions, or if water is
being released from one of the upstream reservoirs, a release of
water will occur. By using two spillways, the current in the sil-
tation reservoir can be controlled to assure a better coverage of
silt throughout the reservoir.
In the absence of more precise information on rainfall data,
stream gauging, time of concentration, and -other pertinent factors
affecting this particular watershed, empirical formulas have been
used
the design procedures. Intensity of rainfall, therefore,
has been selected ata higher rate than would be used if a unit
hydrograph was developed.

Using Talbot's formula, a rate of six inches per hour is
used since the rate covers unusual design conditions which might
occur in this drainage area.
For this particular drainage area, the U. S. Department of
Commerce's Technical Paper No. 40 gives the following one hour
intensity rainfalls for the frequencies shown.
1. 50-year - 1-hour rainfall - inches - 3.3 - Chart 13.
2. 100 year - 1-hour rainfall - inches - 3.6
2. 50 years- 2-hour rainfall - - 4.0
Usingthe design method we have chosen, the spillway capaci-
ties should be conservatively adequate for at least a 50-year
frequency storm of a one -hour intensity.
3

SPILLWAY DESIGN
B. V. HEDRICK GRAVEL AND SAND COMPANY
Drainage area - At = 2,070 acres from U.S.C.G. map
Borrow pit acreage = 300 acres
Net acreage contributing 1,770 acres Say 1800
to runoff
Using Talbot's formula for waterway opening - A = CM
A - Waterway opening in square feet
M = Area of watershed in acres
C = Coefficient depending on the slope and character of the
watershed
C used = 2/3 for rough hilly watersheds having moderate slopes
3/4
For a rainfall of 1-inch per hour, A = 2070 acres and C = 2/3
NOTE Entire Acreage used for calculations
CM 3/4 = 51.08
Using a 6.0-inch per hour rainfall, A = 51.08(6.0)=.306.48 sq. ft.
6.0-inches p.er hour is an equivalent rainfall rate for unusual
design conditions for a 15-minute rainfall expected to b.e equalled
once in 25 years. A rainfall of 30 minutes, or longer, would be
less than the 6.0 inches of rainfall, for any interval of years.
Data from Figure 3, Page 8, Concrete Culverts and Conduits, published
by Portland Cement Association.

FINAL SPILLWAY DESIGN
Using two spillways constructed in natural soil. No tube.
No. I
6
20
18
/T'
A = 228 sq. ft. to elevation 298.00
No. II
15
5 5
20
15
A = 175 sq. ft. to elevation 298.00
AT = 228 t 175 = 403 sq. ft.
300 Top Edge of Dam
298' Flood Storage Elevatior
Used for Calculations
292 Normal Pool
300 Top Edge of Dam
298 Flood Storage Elevation
Used for Calculations
293 Normal Pool
292 Spillway Elevation

CHECKING SPILLWAY CAPACITY AT MINIMUM HYDRAULIC GRADIENT. OF 1.0%
WITH THE EXCEPTION OF THE CONTROL AREA.
Excepting Control Section
298 - Flood Storage
Elevation
292 - Normal Pool and
Spillway Elevation
A = 20 x 6 + (2): 1/2 (18) (6)
_.120 + 108 = 228 sq. ft.
V•= 1.486 R 2/3 S 1
n .= .04
A = 228 sq. ft.
R _ 228
2 x 20 + 2 (18) + 2' V 360
R = 228
113.95
U = (37.15) 1.587 (.1
V =.5.896 fps

300 - Top Edge of Dam
Flood Storage
No. II 5 5 Elevation
100 + 75 175 sq. ft.
1.486 R 2/3. S.1/2
175
2 x 20 + 2 (15) + 2
175
101.62
S = .01
= 1.722
V .= 1.486 ' 1.722 2/3 ,., 1/2.
.04
V = 37.15 , 1.436 .1 = 5.33 ' fps
Q = 175 (5.33) = 933.58 cfs
QT = 1344.22 + 933.58 = 2277.80 c
of dam.
Spillway Elevatic
292 Normal Pool
Elevation
s.with 2.0 freeboard to top edge

USING BURKL.I - Z'IEGLER FORMULA
Checking Spillway Capacity
q =
cr 4/S
‘/ a
= ..4 (6.0) 100
2070
= 2.4 f.0483
= 2.4 (.469) = 1.125
c = .40
• 4 = 6.0 in./hr.
Total runoff at inlet
q = 1e125 (2070) = 2329.99 cfs R:2330 cfs
2330 cfs > 2278 asshown on spillway capacity, but 2.0 freeboard to
top .of dam gives a q> 2330 cfs.

EXTREME CONDITION
Flood storage calculated at elevation 300.00 using minimum
spillway gradient of 1 per cent.
SPILLWAY NO. I A'= 20 x 8 + 2 1/2 (24) (8) = 352 sq. ft.
R
352
2 x 20 + 2 (24) + 2 /b4O
352
40 + 48 + 50.6
= 352
138.6
2.54
V = (37.15) (1.862) (.1) = 6.92 fps
Q = 352 (6.92) = 2435.84
SPILLWAY NO. II A = 20 x 7 + 2 (1/2) 21 (7)
140 + 147 = 287
R = 287
20 x 2 + 2 (21) + 2 490
287
126.27
= 2.27
V = 37.15 (1.727) (.1) = 6.42
Q = 352 (6.42) = 2259.84
QT 2435.84 + 2259.84 = 4695.68 cfs

Location: (Reference by stream, county, nearest town, nearest roadway, or con-_
fluence withanother stream). Island Creek , 23,800 feet t west from
confluence with Pee. Dee River.
a
Purpose or proposed use. Siltation reservoir for sedimentation of fine
.particles stispended in effluent from sand and gravel.processng.,
Drainage Area 2,070 Acres or Square Miles
Impoundment Area (normal pool) 17. 7 7 Acres
Impoundment Area (at capacity) 19.42 Acres
Design Storm See design notes ,
'(50 yr., 100 yr., etc.)
Flood Storage Above Normal
Pool
92.97
NO. I. . NO. II
Principal Spillway Elevation 292 293 Above mean sea level
NO. I .NO. II
Principal Spillway Capacity 1344 934 Cubic feet/second
Emergency Spillway Elevation Same as principal Above mean sea level
Emergency Spillway Capacity . Same as principal Cubic feetfsecond
• Acre Feet
'Normal Pool Elevation
292 Above mean sea. level
Na.xiriurn Pool Elevation at
Design Storm 298 Above mean'sca.level'
Top of Dam Elevation 301 Above mean sca level
262 Above mean sea level
Toe of Dam Elevation
Minimum Controlled Outflow
Intake Depth for Outlet
(below normal pool elevation)
N /A .. Cubic feet/second

GENERAL SPECIFICATIONS AND RECOMMENDATIONS
1. GENERAL:
Construct earthen dam in accordance with these specifications
and in accordance with the recommendations as contained in the
site investigationand analysis report as prepared by Geo-
technical Engineering Company, for B. V. Hedrick Gravel and
Sand Company, dated July 25,.1974,.and a letter dated September
5, 1974, in regard to the stability analysis report.
2. SITE PREPARATION
Clean entire area of ground surface upon which the dam surface
is to be constructed of all debris, organic matter, and boulders.
3. FILL. MATERIAL:
Fill material may be obtained from the on -site over burden or
from approved unusable material as mentioned in the soil inves-
tigation. All fill material shall be free of organic matter,
debris, and boulders.
4. TOE DRAIN:
Construct toe drain as recommended in the soil investigation
report The width of the toe drain may be as shown on the
plans,. or as recommended in the soil investigation report.
The 8-inch perforated pipe should be installed at a minimum
grade of 0.5% culminating at a manhole or junction box in the
centerline of theold stream bed as shown on the plans. A.
1

12-inch pipe should be extended downstream at least 40 feet
from the manhole or junction box.
5. CONSTRUCTION METHODS:
Construct dam to proper grade and x-section as shown on the
plans. Place fill material in lifts not to exceed eight
inches. Place fill material at a moisture content that will
allow optimum compaction with a sheepsfoot roller.
6. EROSION CONTROL (DAM):
:Place a two (2)-foot section of "sugar quartz," quarry waste
material, \on both slopes of dam.
7. SPILLWAY CONSTRUCTION:
Construct both spillway sections in original soil at elevations
and location shown on plans. Prepare all slopes for turfing by
proper disking, liming, and fertilizing.
Recommended rates for lime and fertilizer:
Lime - 2,000 #/acre -
Fertilizer - 1200 #/acre - complete mix 8-8-8
Seeding - seed all slopes of spillways.
Recommended rate for fall seeding:
Kind % PLS % Max. Weed Seed Rate/Acre
Kentucky 31 82 1 • 100#
Rye -- - 15#
Undercut. spillways 2.0 feet and place largest size gravel from
quarry operations along bottoms of spillways.
NOTE: If heavy. vegetation can also be established along bottom
2

of spillways, gravel may not be required.
It is recommended that the spillways be observed during
usage, after -the grass is established, and if scouring should
occur, the gravel, as shown on the plans, can be added at
that date. Also, slope protection control, by the use of
rip rap should be added if the side slopes are subject to.
much erosion.
8. ..Since the proposed dam does have to meet all requirements of
the dam safety law, G. S. 143-215.2.8, the construction of the
dam will have to be under the supervision of -a Registered
Engineer. In addition, as -built plans will have to be pro-
vided to the North Carolina Department of Natural and Economic
Resources by the Engineers.

DIVISION OF EIWIRONZIENTAL MANA
November 17, 1975
CERTIFIED NAIL
RETURN RECEIPT REQUESTED
Mir. Billy S. Weaver
General Superintendent
D. V. Hedrick Gravel & Said Company
Lilesville, North Carolina 28098
SUBJECT: Waste Treatment Facility
B. V. Hedrick Gravel & Sand Company
Anson County
Dear Mr. Weaver:
This is to confirm the decision reached during a meeting on November 6,
1975, between you and Larry Elmore, Chemical Analyst, concerning. anderdrains
in the settling lagoons.
As agreed, this office will allow the underdrain in both settling lagoons
to remain for safety reasons as requested by Land Quality. However, on or
before January 1, 1976, the underdrain serving the first settling lagoon should
be sealed by a metal plate welded across the outfall. Furthermore, the same
procedure should be initiated to the second settling lagoon outfall at least
thirty days prior to placing this lagoon into operation.
This office should be notified prior to using the underdrain to release
any settled fines.
If there are any further questions please do not hesitate to contact
Larry Elmore, Chemical Analyst, with this office.
S incerely,
D. Rex Gleason
Rezional Engineer
ULE/lcr
cc: Or. Robert Carter

111 SENDER: Complete item; 1, 2, and i.
Add your address in the "RETURN TO" space on
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Show to whom, date, and address of delivery 85¢
2. ARTICLE ADDRESSED TO:
Mr. Billy S. Weaver
B. V. Hedrick Gravel & Sand Company
Lilesville, North Carolina 28098
3. ARTICLE DESCRIPTION:
REGISTERED NO.
I
CERTIFIED NO.
913452
INSURED NO.
(Always obtain signature of addressee or agent)
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SIGNATUR
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RECEIPT FOR CERTIFIED MAIL-300 (plus postage)
SENT TO
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STREET AND NO.
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P.O. STATE.AND ZIP CODE
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OPTIONAL SERVICES FOR ADDITIONAL FEES
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z
RECEIPT FOR CERTIFIED MAIL-30c, (plus postage)
SENT TO POSTMARK
Mr. Billy S. Weaver/Gen. Supt. OR DATE
STREET AND NO.
B. V. Hedrick Gravel & Sand Co.
P.0, STATE. AND ZIP CODE
LLlesulle, North Carolina 28098
OPTIONAL SERVICES FOR ADDITIONAL FEES
RETURN 1. Shows to whom and date delivered 150
RECEIPT With delivery to addressee only 65¢
2. Shows to whom, date and where delivered 35¢
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DELIVER TO ADDRESSEE ONLY 500
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PS Form 3800
Apr. 1971
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5. Save this receipt and present it if you make inquiry.

z
33
m
m_
1
m
z
w
rri
P1
m
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m
1
m
• 'ENDER: -Complete items 1 and 2.
Add your address in the "RETURN TO" space on
reverse.
1.
The
kj
III
111
•
following service is requested (check one)
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show to whom and date delivered 65¢
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delivery 85¢
2. ARTICLE ADDRESSED TO:
Mr. Billy S. Weaver, General Supt.
B. V. Hedrick Gravel & Sand Co.
Lilesville, North Carolina 28098
3. ARTICLE DESCRIPTION:
REGISTERED NO.
CERTIFIED NO.
913043
INSURED NO.
(Always obtain signature of addressee or agent)
I have received
SIGNATURE
4.
the article described above.
DATE O�ELIVE
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v
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n',
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6. UNABLE TO DELIVER BECAUSE:
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*GPO : 1979 0 - 527-803

UNITED STATES POSTAL SERVICE
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11. C , !iCcO,;YCC3
l `-ln l^n.171"1ii

DIVISION OF ENVIRONMENTAL MG !ENT
SepteMbsr 22, 1975
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Fir. Billy S. Weaver
General Superintendent
B. V. Hedrick Gravel & gaud Company
Lilesville, North Carolina 20098
SUBJECT: Monthly Monitoring Report Deficiencies
B. V. 'Hedrick Gravel S Sand Company
Arson County -
Dear fir. Weaver:
The monthly monitoring reports submitted by B. V. Hedrick Gravel & Sand
Coupany . in compliance with- this Environmental }isnagement Commissaion Regulation
2 71 "Regulation Relating to Monitoring and Reporting Wastewater Discharges
and Their Effect Upon Receiving Waters ea Amended" have been reviered by the
staff of this office.
These reports contain the following deficisncys'
(1) lack daily effluent," upstream, and downstream pH
The above mentioned deficiency mutt be corrected and an explanation sub-
mitted to this office stating the reason for failure to comply with Regulation
2-71 on or before October 3, 1973.
If there are any further question, please do not hesitate to contact ma.
Sincerely,
rs
Chemical Analyst
cc: Mr. L. P. Benton, Jr.
Mr. Robert Van Tilburg
Mr. Parka Low.

LESSEES OF•
Q. V. H EDPICK GI AVEL & SAND CO.
TELEPHONE: B48-2202
LILESVILLE, N. C.
AREA CODE: 704
Quartzite • Gravel • San.d • Ballast
Box e
Sep-tem6elz. 2
/11A. Lam 6,Lmo)ie, Chemical Ana 1.4-t
North CaAolina Depaithneni ot Na uAa,L 6conomic . ez ouoi.ce4
Su.z t e 7111, Wa chovia Building
Jana eft. eviJJe, Nont.h Cah.o1 ina 2 8302
Dea1z. L a :
ThL i .vd -to cont.vrm ih e -telephone ca,LL -t/LLd m o ni ig, o -the
,Lenten dazed Sep .em6eJz. 22,1975 o L weavers..
wa4 my e tium. to no �ze�olz ,zn she 1 on ocuz daily ett,Luen t, up4L/z.eam
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repo wLLL 4how the to.Jowin :
1975
LILESV14L _� aNQRTH GAR 1N °+28O91
SEP
'25 1975
WATER QUALITY SECT1O 4
SOUTH CENTRAL FIELD OFFICE
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STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
Box 27687 Raleigh 27611
JAMES E. HARRINGTON
SECRETARY
TELEPHONE
AREA CODE 919-829-4984
MEMORANDUM
TO: Mr..Jeff.Wendle
.Regional Engineer"
FROM:_ Larry Elmore . i'U
Chemical Analyst
South.Central Field Office
f)29
JAMES E. HOLSHOUSER, R.
GOVERNOR
DIVISION "OF"ENVIRONMENTAL "MANAGEMENT
February 6,'1975
SUBJECT: Monthly Monitoring Exemptions
B. V. Hedrick Gravel & Sand Company
Anson County, North Carolina
From a meeting held January 24, 1975,'with..representatives from B:•.V..Hedrick
Gravel and Sand Company and this writer, the following exemption was made in said
company's current monthly monitoring program..
1. Influent sampling will not be required.due to".the inability.of obtaining
a true sample..
A.tentative decision of not requiring said company to monitor.during.periods
of no discharge has been"rejected.
cc: Mr: L.- P. Benton, Jr.

December.20, 19714
. Mr. L. H. Koonce, Jr., P.E..
Koonce, Noble & Associates,' Inc.
.P. 0. Box 1027
Lumberton, North Carolina 28358
Dear Mr. Koonce:
This is in response to your submission on October 18 and November 22,
1974 of plans and design data for B. V. Hedrick Gravel and Sand Company's
proposal to constructs dam., in Anson County in compliance 4th the Dam'
Safety Law.of 1967.
These plans and.design data have been reviewed by concerned State
agencies and their comments have been'received.
The plans and design data, as. submitted on November•22, 1974, are
adequate and this letter constitutes approval for B. V. Hedrick Gravel
and Sand Company to construct the proposed dam. However, a visit to
the dam site by J. C. Bumgarner of this Division on December 13,.1974
revealed that the dam was under construction. This construction is in
violation of GS ]J43-215.26 (copy of the Law enclosed) which prohibits
the construction of dam not exempt from the Lax without the approval 4
of the Environmental Management Division-.
B. V. Hedrick Gravel and Sand Company is hereby required to
provide immediately to this Division the name and address of the
registered professional engineer who grill supervise construction and
who will submit as -built drawings to this Division. As -built drawings
and a statement from the supervising engineer attesting to the dams
....construction, are required before. the dam can be. put into operation.
Futhermore,.upon completion the dam will be inspected by the Division
staff before: final approval'for.operation of the dam could be approved
.,
,Sincerely,
ECH:sj
Enclosure ,
cc: Mr. Billy Weaver
B. V. Hedrick Gravel an
Earle C. Hubbard, Direct*
���

•
�y.•tE Tq'e
7J
TES ENVfRONMMENTAL PROTECTION AGENCY
REGION IV
9 421 PEACHTREE ST..N. E.
ATLANTA, GEORGIA 30309 4AEL: RTA
ENFORCEMENT DIVISIODT ? ,"
WS U N�gp° -\
Mr. E..C.'Hubbard
North Carolina Department
•ar_d Economic Resources
Post Office Box 27687
Raleigh, North Carolina
Dear Mr. Hubbard:
DEC1974
of Natural
27611
12 i7=r
e: B. V. Hedrick Gravel & Sand
/---NPDES Permit No. NC0004421
Administrative Order 74-103
Pursuant to Section 309(a)(3) & (4) of the Federal Water
Pollution Control Act, as amended,. 33 U. 5. C. 1319(a)(3) & (4),
the Regional Administrator, Region IV, United States Environmental
Protection Agency, has determined that the above -referenced company
is in violation of its NPDES permit. As a result, the Regional
Administrator has issued an Administrative Orderagainst the company.
The original Order is presently being served. Enclosed is a
courtesy copy for your reverence.
Enclosure
Sin ely ygizrs,
Paul J. Traina
Director
Enforcement Division

\\D
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
REGION IV
1421 PEACHTREE ST., N. E.
ATLANTA, GEORGIA 30309 4AEL: RTA
ENFORCEMENT DIVISION
DEC 1974
Mr. E..C. Hubbard
North Carolina Department of Natural
and Economic Resources
Post Office Box 27687
Raleigh., North Carolina 27611
Dear Mr. Hubbard:
L:�_t �✓, .`f
of `nvro:-?rr;en,tat tvlg-t
.•
Raleigh,
J�� C
Re: B. V. Hedrick Gravel & Sand
NPDES Permit No. NC0004421
Administrative Order 74-103
Pursuant to Section 309(a)(3) & (4) of the Federal Water
Pollution Control Act, as amended, 33 U.S. C. 1319(a)(3) & (4),
the Regional Administrator, Region IV, United States Environmental
Protection Agency, has determined that the above -referenced company
is in violation of its NPDES permit. As a result, the Regional
Administrator has issued an Administrative Order against the company.
-The original Order is presently being served. Enclosed is a
courtesy copy for your reference.
Enclo sure
Sine j el y yq'urs,
Paul J. Traina
Director
Enforcement Division

S
Mr. Billy S. Wearer .
General Superintendent
B. V. Hedrick Gravel & Sand Company
Lilesville, North Carolina 28091 .
Dear Mr. Wearer:
DIVISION OF ENVIRONMENTAL MANAGEMENT
October 29, 1974 ;�
� fJ,;i � Pig o/!
OCT 29 1974
WATER QUALITY SECTION
SOUTH CENTRAL FIELD OFFICE
SUBJECT: Environmental Management Commission
Regulation.>2-71 Compliance
B. V. Hedrick Gravel Ss- Sand Company
Anson County,'North Carolina . •
The Annual Survey Report and Monitoring Proposal as submitted by the
B. V. Iledrick Gravel .& Sand Company in .compliance with Regulation 2-71 have been
• reviewed by the staff of this Office.
The Report and Proposal are considered satisfactory and complete with the
following exceptions; .
•1. the present weir type device will be used as the flow measuring
device
2.. the upstream sampling point will be the discharge from Bonsai Sand
& Gravel Company
3. the downstream:sampling point will be Island Creek at N.C. 145
4. the influent and effluent samples will be hourly grab samples
collected during working hours
5. the upstream and downstream samples will be collected by grab
samples
Therefore, the Annual Survey Report and Monitoring Proposal are hereby conditionally
approved contingent upon the future certification by this Division of the laboratory
facilities to be utilized.
The I. D. Numbers for
your plant are as follows:
Plant - T-593
Upstream -.T-593-1
Influent - T-593-2
Effluent - T-593-3 ..
Downstream-. T-593-4

Mr. Billy S. Wearer
October 29, 1974
Page 2
In compliance with .Regulation 2-71 of the Environmental Mianagement Commission,
you are to commence monitoring and reporting in accordance with the conditionally
approved Annual Survey Report and Monitoring Proposal. If you have any questions
or require assistance, do not hesitate to contact Ht. Larry Elmore, Chemical Analyst,
Division of Environmental Management, Suite 714, Wachovia Building, Fayetteville,
North Carolina 28301, telephone [phone].
Sincerely,
L. L. Coburn, Chief
Water Quality Section
cc: Mr. L. P. Benton, Jr.
Mr. W. E. Long, Jr.
Mr. J. R. •Taylor
South Central Field Office
KYLE: eta

!AR
NORTH CAROLINA BOARD OF WATER AND Rvisgapifitetsy
POST OFFICE BOX 27687
'RALEIGH, NORTH CAROLINA 2761
ANNUAL SURVEY REPORT
FOR y�¢
PERSONS SUBJECT TO G.S. 143�21
(TO BE 'SUBMITTED FOR EACH SEPARATE W
TO WATERS OF THE STAT
WAR l 27 1914
of & Resources
P.l.O. ..
4UL..3 3
Name of establishment or governmental u,FTPAND AIR
Name of facility discharging wastewater•..,
Location of facility (City and/or County)
Class assigned by Wastewater Treatment Plant
Operator's Board of Certification
Facility and/or dischargeapproval document number
Number of employees or persons served by, facility
Design capacity of treatment works
Projected average daily volume of waste to be
received at the facility during the next 12 months.
Do not complete this'space
I.D. Numbers
V \ a cam-
1- S413
c-F 3-tom..,e.,'t-
T: ‘13-3
V,.9S}r4-a,•..
-r-
caw..sk-ecti,-
59 s -1
•- =- 3 - 4
Tswig- .
V . Cvcs-Nta1
%\Q 5V t\1 �\ IaAA-
F.3C674-313K 2-06141 `T=S43
Is any significant change expected in character of waste received
N�t�
ooa odc5 c c- /cCc,A
during the next 12 months?
Check as appropriate and provide information where requested:
D
/Z/
The waste is disposed of by aseptic tank -nitrification field type system.
Wastewater is discharged to the surface waters and is composed of domestic sewage.
only. (If checked, enter SIC #9999 in column. 2 of Part III and complete Part III
in accordance with instructions).
Waste discharged contains industrial or other wastes (If this block is checked,
complete Parts II and III). \\i a<-xcN..a..\\A b. ha ci‘c\23,e
I hereby certify that the information contained in this report (including Parts II and III, if
applicable) is true and complete to the best of my knowledge and belief, and that no waste in
excessof the capacity of the facility, or which the facility cannot adequately treat, is or
will be received into the facility unless in accordance with a permit or other appropriate.
document issued by the Board of Water and. Air Resources or except by reason of naturally
occuring conditions which are beyond control.
Signature
Title
(TwM Fnrm el? 1 n1
Mailing Address

t;
N. C. BOARD OF WATER & AIR RESOURCES
PART II
ANNUAL SURVEY REPORT
(Name of Owner. or Company Name)
(Treatment Plant Name and. Location)
List below the standard industrial classification assigned to sewage, if present in the-
waste received for treatment, and.the name of each industrial establishment contributing
toxic materials, in toxic quantities, and also each industrial establishment contributing
an average daily wastewater influent of 1% or more of the design flow of the facility
. or 100,000 gallons per day or more, whichever is less. Opposite each industrial establish-
ment named, enter the process or processes from which the wastes originate, the 4-digit.
standard industrial classification (SIC) number applicable to the process or activity .
and the approximate daily volume of waste discharged by the establishment.
Name of Establishment
Process from Which 4-Digit Approximate Daily
Wastewater is Dis- SIC No. . Wastewater Volume
charged GPD
v, K SJQ\CY �iA�l ►� •
o )cc

3
INSTRUCTIONS FOR COMPLETING PART III - ANNUAL SURVEY REPORT
1. Fill in the name of owner or Company name, treatment plant name and
location and the Class (I, II, III, or IV) of your water pollution
control facility as rated by the Wastewater Treatment Plant Opera-
tor's Board of Certification.
2. Under "Frequency of .Sampling" list in column (2) the SIC number
associated with the main waste received at your plant. In the
adjoining columns enter all other SIC numbers listed in Part II
of this report. (If more columns are needed, continue on another
Annual Survey Report - Part III sheet, until all appropriate SIC
numbers are listed.)
Note: Should analyses be required for parameters not listed in column
(1) of Part III, list such parameters in the blank spaces provided in
column (1) as well as the appropriate Storet Number for such parameters.
The appropriate Storet Numbers may be obtained by contacting the
Regional Office of the Department of Water and Air Resources in your
area.
3. Turn to the SIC tables in Section 12 of the Regulation and fill in the
appropriate frequency of sampling (ie. daily, weekly, etc.) under each
SIC number for the tests required.
4. In column (7) headed "Most Frequent Time" write the sampling frequency
for each test from the SIC number columns that requires the most fre-
quent sampling for that test.
5. Samples must be collected and tests made for each parameter for which
an entry is made in Column (7), and with the frequency indicated by the
entry unless otherwise provided by Regulation No. LXXI.

NORTH CAROLINA BOARD OF WATER AND AIR RESOURCES
ANNUAL SURVEY REPORT - PART III
,v , to c a-,► cz\t C--mac cz.\ c, .„c_\
(Name of Owner or Company Name)
(Treatment Plant Name and Location)
Classification
of Facility----
4
Nc)-r _ ty v,t- r,, .11 L, �i �--� t:st.t.,.1\
(1)
(2) 1 (3) f (4)
(5) (6)
(7)
Tests and Storet
Frequency of Sampling
- Most
Frequent Time
Measurements . Number
SIOAAA_ -
SIC#
SIC#
SIC#
SIC#
pH 00403
'%►A
_
Temperature .00011%a
Dissolved Oxygen 00300
1%
Turbidity' 00070
e'SJ4�0,.,�
�.MAIt.,
Settleable Matter 00545
'TVA:AA
00.
Residual Chlorine . 50060
A
BOD, 5-day, 20°C 00310
KVA
COD 00335
N�a
Coliform, .Fecal - 31616%
Coliform, Total 31506
%
Color, true 00080
Wi4
Formaldehyde . 71880
1,-VA
Grease & Oil 00550
%,J/Y4.
Tot. Kjeldahl Nitrogen - 00625
NA
Phenols 32730
tIfN.
Total Phosphorous, 00665
NI A
Total Residue . 00500
tJf
.'
Tot. Suspended Residue 00530
n terrkvA Lt
Qv,1i mo o-\ v\
Detergents (MBAS) " 38260
. NCp

4
4k31$14:
yigtiii AND
BOARD OF WATER AND AIR RESOURCES
RALEIGH
APPLICATION FOR APPROVAL OF A COMPLETE OR INTERIM
MONITORING AND REPORTING SYSTEM Office of Vdatar & Air Resources,
Raleigh, N •C.
Two copies are to be submitted
Third Copy should be Retained by Applicant
TO: Board of Water and Air -Resources
Post Office Box 27687 '
Raleigh, North Carolina..27611
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended and applicable regulations of -the Board of Water and Air Resources, application is hereby
made by ,1,, ..\Ate-ce-'�1cr •'f , 0 -,N , �or\ c.1tic- �'5 rrk,vc1os,,A.in he County
K. (Name‘of
�f Responsible Official) (Name of City, Town or Industry)
1 f `eSN., , at `h,A.v 3V A\0 �V. ,C , cq 1 for approval of a
(Show Post Office, Address, or Location) `T
program to monitor and report wastewater discharges Ct -c¢�t� � '�s ,A k.,,etAi.„,c, \ew.and
(Identify Source of Discharge
the effect of such discharge upon receiving waters.
GENERAL INSTRUCTIONS: If you are requesting approval of a Monitoring and Reporting System fully
capable of complying with the provisions of Regulation LXXI, complete Sections I and III below. If
approval of an interim Monitoring and Reporting System is requested, complete this form in accordance
with Section II. In addition check one of the following:
✓Request approval of a fully capable Monitoring and Reporting System -
Request approval of an interim Monitoring and Reporting System (NOTE: You must have provided
justification to the staff for not installing a fully capable system.)
SECTION I
c\s reed<ta,A. Equipment: Give detailed description for any of the items listed below which will be a part of
your monitoring system.
1. Flow Measuring Device L-c)e-f \ WZ
MAR 27 914
2. Flow Recording Devices
3. Proportional Samplers
4. Other Instruments which are Integral Part of Monitoring System
B. LOCATION OF SAMPLING POINTS: Give detailed description of the exact location of the following
sampling points: F'��xQ %% \o .M,\(_ �, ` (1r•c� c.1 ;SE.ycs.vd.� sources
b� r Zvi
1. Influent (9-Ds `�cic c�o • �i �/ 12a <cc C_r, l C =c��rc- ��w,--PFo-pe , v
C� ���c -€ a-. �\n r \1 i*4- ci s-�``rr . �(-• 0_0" L!.\1n \ Rl� -� c� \"- VSc�Y, �S�� � ��.,1,, ,c 5 .i
\-io
2. Effluent 1ccr, (�\ \\ �1 'tci%2 cs,L� S�,i�cc�. o�Gacr�e •1'le'.��\,rn
\cam , ✓_. €,e vsn.c- - '��‘ Oss-e- �u�L `W" \_u _ C�¢'�T 1�."nc-,, '��, aII CL c'\r+Kvc�
3. Upstream ` — i�� ��c�,rcc — �°)_5a!)3
4. Downstream
_�
t--cre tee.,- 2c\

•
C. SAMPLE COLLECTION: Give a detailed description of the method to be used for collecting samples at
each of the following locations. For samples which will be composited, -also list methods of
composting and describe the type of automatic compositing equipment, if any, which will be used:
1. Influenn11t
2. Effluent
/de
3.,, Upstream (aS �y
4. Downstream G _
. LABORATORIES:' List below the name if'known of the laboratory or laboratories in which each of the
analytihal determination listed in Part III, colume 7 of the Annual Survey Report will be made.
Each laboratory performing analyses pursuant to the Monitoring and Reporting Regulation must be
approvedby the Office of Water and Air Resources. If you plan to perform the required analyses
in.youriown laboratory, indicate below by check block #1. You must then apply to the Office of
Water. and Air Resources to have your laboratory approved. ,If you plan to use a commercial laboratory,
.indicate the name below in block #2. If -a particular laboratory has not been chosen, check block
#3, indicating that an approved laboratory.will be used.
If block #3 is checked, the name of the
laboratory inust be forwarded to the Department of Water and Air Resources prior to submitting
samples to the laboratory for analysis.
(1) - Analyses will be performed in laboratory operated by the owner, municipality, or
industry which has been approved by the Department of Water and Air Resources
(2) - Analyses will be performed in the following commercial laboratory which has been
approved by the Department of Water and Air Resources
(3) •- Analysis will be performed in an approved laboratory, and the name of such laboratory•
will be forwarded to the Department of Water and Air Resources at a later date.
SECTION II
A. EQUIPMENT - Complete Section I, parts A, 1-4 with respect to the indicated items that will be
used for interim monitoring purposes.
B. Describe the method proposed to monitor rate of flow during the interim period:
C. location of Sampling Points: Complete Section I, parts B, 1-4
D. Satple Collection: Complete Section I, parts C, 1-4 with respect to those sampling methods
an/or equipment to be used during the interim period.
E. Laboratories: Complete Section I, parts D, 1-3
•
(2)

\.
is
•
F. Time Schedule: For those persons requesting approval of an interim Monitoring.and Reporting
,(.\ ystem, the following time schedule must be completed: _.
. �' `t a`�A Monitoring and Reporting -System fully capable of complying with the provisions of
,.s>crC ><d Regulation.LXXI will be provided in accordance with the following schedule:
•
cP 1. Submit final plans and specifications on or before
r,-,"`•
6 2. Begin construction or installation on or before
• 3. Complete, construction or installation.on or_before -
�`O
Date on which -first report to be submitted
Cam'
`idb '
SECTION III
The applicant hereby. certified that the above information is true and complete to the best of
his knowledge and that if. approval of an interim system is requested, the proposed action will be
carried out in accordance with the proposed time schedule contained herein, and with such amendments
thereto as may be agreed upon by both the applicant and the North Carolina Board of Water and Air
Resources and further agrees to submit progress reports at regular intervals, and as requested,
relative to steps being taken toward accomplishing the necessary actions.
DATE V'1(ct%-,‘ I kq*t 4 SIGNED �J •N4 , V1/44?:A c- k L% C'r17..s-Y2\ i �ct-vkA
(City, Corporation, or other Official Name)
BY CLV L _c�c�� .5�� •
(Offic Directly Responsible)
TITLE (1::73g7sq , )
\, jam �.,. c c ��V, 0.v,\ kiL, V\
(3)

PROPOSED NPDES MONITORING RE(UIREMENTS
.required Tests and.
.
Mclasiirer ents •
Tur b"idit jr,
Settleable•Matter(30 min,)
Total Suspended Residue
The Company
schedule on
Location of
Samz,le Point
Influent, Effluent
Influent, Effluent •
Influent, Effluent
shall begin monitoring in acccrdance
or before September, 1, ' 1974.
SPECIAL CONDITIONS
Testing Freouency
Daily .
Daily
Quarterly
with the above
That totalsettleable solids have a maximum daily limitation of 0.1 ml/1 (30 min.
That the maximum daily turbidity be limited to 50 JTU's
RECOMMENDED TIME SCHEDULE
Completion of final plans May 301974 .
:,,,og,'ess report
Com1etion of construction.
and.: aintain operational •
level

STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
Box 276117 Raleigh 27661-1
JAMES E. HARRINGTON
SECRETARY
TELEPHONE •
AREA COOE 9t9-929-49a4
AIL oc, -j)74
July 15, i .9,74 .. 4--T4. .
WIAji
MEMORANDUM TO: Mr, Tyndall Lewis, Regional Engineer
Southeastern Regional Office / /
FROM:
Mr, Julian R. Taylor, Chief
- Stream -Monitoring and Classification Section
SUBJECT:'. Monitoring. Proposal, B. V. Hedrick. Gravel'& Sand Co;
Lilesville, N. C., Anson County, Yadkin River Basin.
Permit # T-593.
The following stream sampling stations -are proposed for the above
subject facility:.
Upstream Site: Island Creek at SR 1744 at Gravelton, N. C.
Downstream Site: Island Creek at N. C. 145 near Gravelton, N. C.
JAMES E. HOLSHOUSER, 1
GOVERNOR
The above described stream sampling stations are considered adequate
for the above subject facility.
Remarks:
JRT/CEF/ of s

galqq11)
OCT 21 1974
,5cc.
WATER QUALITY SECTION
SOUTH CENTRAL FIELD OFFICE DIVISION Cr ENVIRONYZNTAL cTANAGLI NT
September 11,. 1974
CERTI7fIaL NAIL
iirrwa .T GIF T REQUESTED
Nr. E. Alvin. Goodman, Jr. '
Partner and General -Manager,
Lessees of B. V. Hedrick Gravel & Sand Compen
P. O. Box, 8
Lilseville, Worth Carolina 28691
SEP 1 8 1974
WATER AND AIR
QUALITY
SUBJECT Permit No. 8034
Lessees of B. V. He dri ck
Gravel te Said Company
Anson County, Worth Carolina
'sear !Sr. tad ::
In accordance with -your application received NoVQ Ibex 27, 1973* um'ere
forwarding hernwttii Permit No. 8034, issued September 11, 1974, to the Lessees
of-B. V. Hedrick Cr*ve l and Send Company, Anson County, North- Caroline, for, the
construction and operation of settling ponds for silt sad settleable matter and
the discharge of the treated effluent to island Creek in the Tadkin'-Pee Bee River
Basin.
This Permit sha1.3 be effee tivte from .the date of issuance until June 30, 1976,
and shall be subject to the conditions and li itattioas' epacified thereto.
Sincerely:
ubbard
£nclosur*
tomes, s
Anson Count and Ae+soei etas
I r. 1 . P. ,3c th '1 ►xrt�ttt
Mx, J. C.. h laru r..
Mr. W. E. Wig,
Vt. tobiert Van Ti l:

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ;NATURAL AND ECONOMIC RESOURCES
Raleigh
PERMIT
(Page 1 of 3 )
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, Gexeral Statutes
of North Carolina as amended, and other applicable Laws, Rules.and Regulations
PERMISSION IS HEREBY GRANTED TO .
The Lesses of B. V. Hedrick Gravel & Sand -Company
.Anson.,County, North Carolina
FOR THE
construction and operation of settling ponds for silt and settleable matter and the
discharge of the treated effluent to Island Creek in the Yadkin -Pee Dee River Basin,
pursuant to the application received November 27 , 197 , and in conformity with
the project plans, specifications, and other supporting data, subsequently filed
and approved by the Department of Natural and Economic Resources and considered.
a part of this Permit.
This Permit shall be effective from the date of issuance until June 30
1976 , and shall be subject to the following specified conditions and limitations:
1. This Permit shall be subject to revocation unless the wastewater treatment facilities
are constructed pursuant to the following time schedule and in accordance with plans
and specifications approved by the Director of the Division of Environmental Manage-
ment and are operated in such manner as to achieve compliance with the effluent
limitations specified herein:
a. Construction of second settling pond to be completed on or before September 30,
1974.
b. Attainment of operational level on or before September 30, 1974.
2. This Permit is effective with respect to the limitations pertaining to the nature
and volume of effluents set forth as follows:
Final Effluent Limitations
In mg/1 (lbs/day)
During the period beginning on the effective date and

2
lasting until the date of expiration of this Permit,
discharges from the B..V. Hedrick Gravel & Sand Company
shall be limited as specified below:
Effluent Characteristics
Total Suspended Solids
Total Settleable Solids (30 minutes)'
Turbidity
Daily Average Daily Maximum
55 110
The following definitions apply to this condition:
a. The daily average effluent by concentration is defined
of the daily effluent concentrations in milligrams per
during the calendar month.
b. The daily maximum effluent by concentration is defined
daily effluent by concentration for one day during the
Other Units
Average Maximum
as the average
liter (mg/1)
as the maximum
calendar month.
0.1 ml/1
50 JTU
3. The Permittee shall not discharge from the drain in the bottom of the first pond
without prior written approval from the Division of Environmental Management.
4. The discharge permitted herein shall only occur during periods of excessive rain-
fall. At all other times clarified water suitable in characteristics to be
discharged shall be conserved and recycled in the gravel washing operation.
5. The Permittee shall conduct, or have conducted, an on -going program to study the
effectiveness and remaining life and adequacy of the settling ponds so that
supplemental treatment or additional facilities will be completed before the
ultimate failure occurs of the system approved herein.
6. This Permit shall become void unless the Permittee conducts monitoring and reporting
in accordance with "Regulation Relating to Monitoring and Reporting Wastewater
Discharges and Their Effect Upon Receiving Waters," adopted on May 17,'1973, by
the North Carolina Board of Water and Air Resources.
7. Pursuant to Chapter 90A of the General Statutes, this is a Class I wastewater
treatment plant which requires that the operator in responsible charge hold a
valid Grade I Certification.
8. No discharge shall be made from the project after the above date of expiration.
In order to receive authorization to discharge beyond the above date of expiration,
the Permittee shall submit a written request for extension of this Permit no later
than 180 days prior to the above date of expiration.
9. Construction shall not be initiated until plans and specification have been submitted

to the Permitting Authority and written approval of the Plan Documents has been
issued.
Permit issued this the llth day of September, 1974.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
E. C. Hubbard, Director
Division of Environmental Management
By. Authority of the Secretary of the
Department of Natural and Economic Resources
Permit No. 8034

e„
AUG 30 1974
WATER QUALITY SECTION
SOUTH CENTRAL FIELD OFFICE
Mr. Bennett Edwards, Editor
The Anson Record
P. 0. Box 959
Wadesboro, North Carolina
Dear Mr. Edwards:
JUL J.
July 15, 1974 WJn_J'ER A`;ID /�,R
SUBJECT: Public Notice
Application for Permit
Lessee& of B. V.Hedrick Gravel & Sand Co.
Lilesville, Anson Countyr
In accordance with North Carolina General Statute 143-215.1, the Division
of Environmental Management is required to give public notice prior to the issuance
of Permits which authorize discharges to the surface waters of the State. Public
notice must be given by publishing a copy of the notice one time in a newspaper
having general circulation within the pertinent county.
Please publish the attached "Notice of Intent to Issue Wastewater Discharge
Permit" in "The Anson Record" one time during the week of July 21, 1974. Within ten
days of date of publication furnish this Office w:th three certified copies of
published notice and with three copies of invoice for cost of publication to the
following address:
North Carolina Department of Natural and Economic Resources
Division of Environmental Management
Water Quality Section
Post Office Box 27687
Raleigh, North Carolina 27611
Your cooperation in this matter is greatly appreciated.
Enclosure
cc: Mr. L. P. Benton, Jr.
Piedmont Regional Office `�
Sincerely,

PUBLIC NOTICE
,STATE OF NORTH CAROLINA
.ENVIRONMENTAL MANAGEMENT COMMISSION
RALEIGH, NORTH CAROLINA
NOTIFICATION OF INTENT TO. ISSUE
WASTEWATER DISCHARGE PERMIT
Pursuant to Article 21 of Chapter 143, General Statutes of North. Carolina, as
amended, Public Notice of Intent to Issue Wastewater Discharge Permit is hereby given
by the North Carolina Environmental Management Commission. The Lessees of B. V. Hedrick
Gravel and Sand Company, located on Highway 74 East near the Town of Lilesville, Anson
County, North Carolina, have filed a valid Application for Permit with the Commission,
requesting approval of the Company's proposal to construct and operate settling ponds
to adequately remove silt and settleable matter. Under normal conditions there will be
no dischargeto the surface waters, all excess settled water being conserved and reused
in the plant. During periods .of heavy rainfall, excesswater may be discharged from
the settling ponds. A condition in the Permit shall be included limiting the Company
to a maximum daily effluent 30 minute settleable solids of 0.1 ml/1 and turbidity not to
exceed 50 JTU.
On the basis of preliminary staff review and application of Article 21 of Chapter
143, General Statutes of North Carolina, and other lawful standards and regulations,
the North Carolina Environmental Management Commission proposes to issue a Permit to;
discharge effective September 11, 1974; and expiring June 30, 1976,.and subject to.,
specific pollutant limitations and special conditions.
'Persons wishing -to comment upon or.object to the.proposed determinations are,
invited to -submit same in Writing to the above address no later.than August'27, 1974.
All comments received -prior, to that date will be. considered in the formulation of final
-determinations regarding the application. A public hearing nay be held where the
Director of the Division of Environmental Management finds a. significant degree of public
Interestin a proposed Permit:
_g:fact sheet containing additional details about the application and the proposed
determinations, a'copy of the draft Permit,• a sketch showing the exact location of
discharge, and additional information on hearing procedure are a=tirailable by writing or
calling the Division of Environmental Management. The application and other information
are on file at the Division of Environmental Management, 216 West Jones Street,'.Raleigh,
North Carolina, and may be inspected during normal working hours. Copies of the..
information on file are. available' upon request.and payment of the cost of.reproduction.
All such comments or requests regarding this matter -should -make reference to Application,
No, 740132. Please bring the foregoingto the attention of persons whom you know will
be interested.
E . C. Hubbard -' Director
Division of Environmental. Management
Date: .,%41// 1 4 (752
This Notice shall be effective on July 27, 1974..

lf;64gEallelq)
AUG .30 1974
WATER QUALITY SECTION
SOUTH CENTRAL FIELD OFFICE
July 15, 1974
Mr. Tommy Tucker
Clerk of Court
Anson County Court House
Wadesboro, North Carolina
WATER AND M
SUBJECT: Public Notic
Application for Permit
)4T1(1P-°•
•
Dear Mr. Tucker:
In accordance with North Carolina General Statute 143-215.1, the Division
of Enviroamental Management is required to give public notice prior to the
Issuance of Permits which authorize discharges to the surface waters of the State.
Public notice must be given by posting a copy of the notice at the Court House in
the county in which the proposed discharge will be loc-ted.
Please post one or more copies of the attached "Notice of Intent to Issue
Wastewater Discharge Permit" in the location(s) normally set aside for this
purpose on July 26, 1974, for a period of 30 consecutive days.
Your cooperation in this matter is greatly appreciate&
Sincerely yours,
E. C. Hubbard
Enclosure
cc: Mr. L. P. Benton, Jr.
Piedmont Regional Office ''

PUBLIC NOTICE
'STATEOF NORTH CAROLINA -
ENVIRONMENTAL MANAGEMENT COMMISSION
RALEIGH, NORTH CAROLINA
NOTIFICATION OF INTENT TO ISSUE
WASTEWATER DISCHARGE PERMIT.
Pursuant to Article 21 of Chapter 143, General Statutes of North Carolina,: as
amended, Public Notice of Intent. to Issue Wastewater Discharge Permit is hereby given
by the North Carolina Environmental Management Commission. The Lessees of B. V. Hedrick
Gravel and Sand Company, located on Highway 74 East near the. Town of Lilesville, Anson
County, North Carolina, have filed a valid Application for Permit with the Commission
requesting approval of the Company's proposal to construct and operate settling ponds -.
to adequately remove silt and settleable. matter. Under normal conditions there will be
no discharge to the surface waters, all excess settled water being conserved and reused
in the plant. During periods of heavy rainfall, excess water maybe discharged from
the settling ponds. A condition in the Permit shall be included limiting the Company =„
to a maximum daily effluent 30 minute settleable solids of 0.1.m1/1.and turbidity not to
exceed. 50 JTU. .
On the basis of preliminary staff review and application of Article21of .Chapter
143, General Statutes of North Carolina, and other lawful standards and regulations,
the North Carolina Environmental Management Commission proposes to issue a Permit to
discharge effective September 11, 1974, and expiring June: 30, 1976,_and subject to
specific pollutant limitations and special conditions.
Persons wishing to comment upon or object to the proposed determinations are..
invited to submit same in writing to the above address no later than .August 27, 1974. .
All comments received prior to that date will be considered in the formulation of final
determinations regarding the application. A public hearing may be held where the.
Director of the Division of Environmental Management finds a significant degree of public. -
interest in a proposed Permit.
Afact sheet containing additional details about the application and the proposed
determinations, a copy of the draft Permit, a sketch showing the exact location of
discharge, and additional information on hearingprocedure are available by writing or
calling the Division of Environmental Management. The application and other information.
are on file at the Division of Environmental Management, 216 West. Jones Street, Raleigh,
North Carolina, and may be inspected during normal working hours. Copies of the
information on file are available upon request and payment of the cost of reproduction.
All such comments or requests regarding this matter should make reference to Application
No. 740132. Please bring the foregoing to the attention of persons whom you know will
be interested.
E. C. Hubbard Director
Division of Environmental. Management
Date:
This Notice shall be effective on July 27, 1974.

STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC R SOURCES
Box 2768 ; Raleigh Z?GN
J AMES E. HARRINGTON
SECRETARY
TELEPHONE
AREA CODE 919-829-4984
n
Ct
MEMORANDUM TO: Mr. Tyndall Lewis, Regional Engineer
Southeastern Regional Office / J
FROM:
SUBJECT:
1
Mr, Julian R. Taylor, Chief / �✓ ' ./
Stream Monitoring and Class..ication Section
Monitoring. Proposal,' B. V. Hedrick Gravel-& Sand Co.
Lilesville,_N: C., Anson County, Yadkin River Basin.
Permit # T-593.
The following stream sampling stations are proposed for the above
subject facility:
Upstream Site: Island Creek at SR 1744 at Gravelton, N. C.
Downstream Site: Island Creek at N. C. 145 near Gravelton,;N. C..
JAMES E. HOLSHOLISER, 1F
GOVERNOR.
•
The above described stream sampling stations are considered adequate
for the above subject facility.
Remarks:
JRT/CEF/afs
S E P- 19 1977
WATER QUALITY SECTION
SOUTH CENTRAL FIELD OFFICE

June 19, 1974
Mr. E, Alvin Goodman, Jr.
Box 1040 -
Salisbury, North Carolina 28144
Subject: B. V. Hedrick Gravel and Sand Com+any
esv�P
Dear Mr. Goode:
- This will acknowledge your letter.of June 11, 1974, in which you
request that the date for completion of the second dam for subject
project be extended from June 30, 1974, until ;tpteMber 30, 1974.
I have discussed this matter with the staff of the Water Quality
Division who indicated that the request was realistic and, therefore,
steps would be initiated to amend this date accordingly in the draft
permit being prepared for this project. You should receive copies of
the permit in the very near future.
I am-informsd that the public notice will be advertised in the
near future and you likewise will receive a copy of this document upon
its availability,
Meanwhile if we can be of assistance to you in any way, please
advise.
Sincerely,
L. C. L bard
cc: W. E. Knight
L. P. Benton, Jr.
oil. C. Murdock, III

•
•
June 18, 1974
MEMORANDUM TO: L. P. Benton, Jr.
Supervisor, Field Services
FROM:
SUBJECT:
John C. Murdock,
Regional Enginee
Request for Extension
Completion of Settling Facilities
B. V. Hedrick Sand & Gravel
Anson County
This Office has received a copy of a letter from Mr. E. A. Goodman, Jr.
requesting a 90-day extension to allow for the completion of design, approval,
and construction of the final settling pond. The writer asked Mr. Billy
Weaver with B. V. Hedrick to make such a request in a letter so that this
Office might change the completion date proposed in a pending permit.
Please find enclosed a copy of a Report of Investigation conducted by
William Larry Elmore, Chemist on May 29, X974. Mr. Elmore°s review reveals
that the company is in compliance with assigned water quality standards
and that the request for a 90-day extension is reasonable.
Mr. Elmore makes reference to a bottom drain existing in the present
pond which is referred to as the first pond. After evaluation of the
situation and Mr. Elmore's report, the writer recommends the following:
1) Pending permit be changed to allow a 90-day extension in
the completion of the second pond. This would mean a
change in the date from June 30, 1974 to September 30, 1974.
2) The issuance of this permit should supersede any existing
temporary permit or of the approval document.
3) Proposed permit should carry a special condition requiring
that no discharge be permitted from the drain in the bottom
of the first pond without priorwritten approval of the
Office of Water and Air Resources.
JCM:db
cc: Mr. Bill Mills

REPORT OF
NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
OFFICE OF WATER AND AIR RESOURCES
Water Quality Division
P. O. Box 27687
Raleigh, North Carolina 27611
Investigation of Second Pond Construction
Place visited B. V. Hedrick Sand & Gravel (704/848-22021 Date _ May_29 , 19_Z4_
Address Lilesville, North Carolina
By Whom
Wm. Larry Elmore -Chemist
River Basin Yadkzn_Pee-Dee_
Persons Contacted ___._ Mr. David West -Engineer for Company
Time Spent _________ 4_hours________._
Reason for Visit To determine the feasibility of completing_the s_econd_pond_su_time.
Copies to :
REPORT :
Subject inspection, covering operational aspects of B. V. Hedrick's
wastewater treatment, was conducted on May 29, 1974 by Larry Elmore, Chemical
Analyst, Water Quality Division.
Maintenance and operation of the facilities were satisfactory. The
following list of suggestions are recommended:
(1) As stated in NPDES Permit No® 0004421,.B..V. Hedrick Sand & Gravel
Company was to complete their second pond by June 30, 1974. It appears that
they will be unable to complete said pond by the agreed date due to various
reasons. Since the first pond is presently maintaining water quality,
it is my opinion that they should be given a three-month extension in order
to completethe second pond.
(2) In correspondence dated March 25, 1974, it was agreed that the
bottom drain built into the dam of the first pond would be closed to dis-
charges by a metal plate. When inspected, the said drainage pipe had not been
closed to discharges. Also, Mr._ Billy Weaver admits that he has opened the
drain to "see if any silt had collected". In order to halt the discharge
from this pond, the drainage pipe must either be clamped or welded shut
immediately.
It is recommended that the leasees of B. V. Hedrick Sand & Gravel
Company be notified of violations of their permit by discharging silt from the
first pond and not welding or clamping the drainage pipe of the first pond.
WQ #19
Revised 4/26/72

10.
-2-
Effluent Influent
Visual turbidity 50 cm. 50 cm.
Turbidity test 12 jtu 52 jtu
Settleable Solids .0.1 ml/1 0.5 m1/1
Depth of water 6.55 meters 4 meters

June 11, 1974
Mr. E, ;.C. Hubbard
Director
N. C. Department of Natural & Economic Resources
Box 27687
Raleigh, NC ; - 27611
Dear Mr. Hubbard:
Please note the enclosed factual, up-to-date reports on our water pollution
control project at our Lilesville Plant submitted to me slv P`r. Billy Weaver, our General
Superintendent in charge of this project.
We have complied with your instructions and placed our wash water in closed
circuit since April 1, 1974. Although you saw fit to not give us adequate time to handle
this in the manner in which we desired, the system is working in closed circuit as we
intended and during this two -month period, the small amount of water that has overflowed
our spillway has been extremely clear and free of solids and much cleaner than the rain
water run offs and/or other intake graters. All in1icatiens are that we will have a minimu
of three years settling in this area, which is somewhat more than the 90 days your learned
engineering department gave us as the estimated life in your letter of April 5, 1974. We
feel that we are presently complying with any clear water requirements for both State and
Federal regulations and are at a loss as to why your office ccntinues to ask that we go
beyond these requirements.
From the inception of our plans your office has assumed an unreasonable attitude
Federal agencies gave us until December, 1975, to complete our project -- you insisted on
December, 1973, and only after uncalled for pleadings on cur part were we given a short
extension of 90 days to April 1, 1074. Although we have graduate civil engineers on our
payroll with varying degrees of dam building experience, this did not suffice and you add(
$8,000 to $10,000 to the cost of building these dams by insisting that an independent
registered engineer draw the plans and supervise the construction of our lower dam. Excel
for State interference we could have had the lower dam completed month. ago (although it
not now, or has it been needed to handle our Hater control). We still do not have our ple
from the engineer, so we are unable to begin construction on the lower dam even now. As
you know the completion date for the lower dam was sueposed to be July 1, 1974, and there
is simply no way that we can meet this deadline. I wouldrespectfully suggest that your
staff get its head out of the textbooks and printed matte;' and simply observe the job we
are now doing. Their time could better he event in insuring that all grater that flows
into our system is clean and free from silt, since it is our intention and promise, that
no matter what is required, any water leaving our plant will be cleared up and if any
water does go over our spillways in rainy season, it wil'- be cleaner than that which come;
into our system originally.

Mr. E. C. Hubbard
2- June 11, 1974
It will take us a minimum of 90 days to complete the lower dam after we get the
engineering c;.rawings and the go ahead from the state agency responsible -- that is --
if the state can decide amongst itself just which agency is responsible.
From the very beginning of the ecology push we, at all of our operations, have
been most cooperative with the State and it is our intention to continue this cooperation,
but the insistent,illogical attitude and conclusions of some in your department make it
increasingly difficult.
' We would like an extension of 90 days beyond the acceptance of the engineering
drawings to complete the lower dam. We feel this is a reasonable request, since during thi:
interim period, we are assuring you that we will continue to comply with all clean water
requirements and there is actually no need for this second dam at present except as a
reservoir for ourselves to store clear water in. It is our intention that our water handlil
system comply. with all State and Federal rea_uirements and I hope that you will honor this
request.,
Sincerely,
LESSEES OF 3. V. HEDRICK
GRAVEL AND SAND COrPAINY
E. Alvin 400dman , Jr
Box 1040
Salisbury, NC 28144
EAGjr:cw
Enclosure
cc: Dr. J. Craig McKenzie
Mr. John C. Murdock

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June 3, 1974
Mr. Billy Weaver
Lessees of B. V. Hedrick & Company
P. O.Box 8
Lilesville, North Carolina
Subject: Laboratory Determinations
Regulation 71
B. V. Hedrick
Anson county
Dear Mr. Weaver:
Enclosed please find procedures for the settleable matter -determinations
and suspended solid tests as outlined by "Standard Methods". Turbidity
determinations should be performed on a laboratory turbidimeter (Bach Model
2100-A or equivalent). Procedures for using such equipment are provided
in the literature accompanying it. Determinations for settleable matter
and turbidity must be made by your staff on a 5-day per week basis, but
since the suspended solids determinations must only be performed quarterly
you may find it more convenient to have this done_ by a commercial laboratory.
If you have any further questions, please do not hesitate to contact
me.
Si. er
n E. Paul
ironmental Chemistry Consultant
JEP:db
Enclosure

March 25,. 1974
Mr. E. A. Goodman, Jr,
Partner & General Manager
Lessees of B. V. Uedrick Grave/
and Saud Company
P. 0. Box 8
Lilosville, Uorth Carolina 28091
Subject Proposed Pentit Issuance and
Ceasirc. of Untreated Wastewater
Discharges
B. V. Uedrick Gravel 6 Sand Company
Anson County
Dear Mr. Goodman;
This is to confirm the meetiag of Marc% 13, 1974, hold between Mr. Ti11y
Weaver of your company, Ur. Craig McKenzie, Mining Division, and Mr. John E.
Paul of this Office,
The meetiw; concluded with the follewiuo understandinc7„ As previously
agreed in the meetIng of Novell,ber 19, 1973, 3. V. Hedrick will in fact cease
all non -extraordinary wastewater discharses on or before rarch 31, 1974 throull
use of the presently constructed first settling pond. Work will proceed with
the construction of the second dan for an additional pond and will be completed
on or before June 30, 1974, as previous/7 a.eed upon and as spacifiod in the
U. S. Environmental Protection Agency HPDES Permit arm!ment dated February e,
1974. Use of this second pond, however, will not be required until failure of
the first pond to provide adequate trentreut is imminent. This should allow
sufficient tire for recovery of all usable material from the pond arca. It was
further decided that until the second pond is constructed and ready for operation,
the bottom drain built into the dam of the first pond should bc closed to
discharges by welding a plate over the outlet pipe. niscussion concerniall; the
city for subsequent planning beyond the construction of the second pond as
also held, and 211.7. Weaver stated that through the company and the covpany's
consultino engineers such research and planning would be ongoing.
The above understanding will be the basis for the State of North Carolina's
Discharge ?emit presently being prepared for the Losses of B. V. Nedrick Gravel
and Sand Company, Anson County. Lecause of recent 1er,a1 and procedural changes,

I1. E. A. Goodman, Jr.
Page Two
March 25, 1974
permit issuance is complex and..time consuming, requiring, among other things,
a 30 day public notice period. It is expected, however, that the company
will comply with the first date, ceasing of non -extraordinary discharges and
commencing use of the first pond by March 31, 1974. Permit issuance, which
will confirm the second date, should be complete within six weeks, well before
the date is reached.
If you have any questions, please, do not hesitate to contact us.
Sincerely,
John C. Murdock, III
Regional Engineer
cc: Mr. 3. Craig McKenzie
Mr. J. C. Burgardner
Mr. L. P. Benton, Jr.

HEDRICK GRAVEL & SAND CO.
Telephone [phone]
Lilesville, N. C.
Area Code 919
Quartzite Gravel • Sand • Ballast
February 5, 1974
Mr. E. C. Hubbard
Director
Department of Natural
State of North Carolina
P. 0. Box 27687
Raleigh, NC 27611
Dear Mr. Hubbard:
LILESVILLE, NORTH CAROLINA
2.VJLi
FED e
Office of Water & Air Resoutices
Raleigh, N A
It is with regret and a great deal of concern that I am writing to you again requesting
an additional extension in the preparation of our settling ponds.
For the past six weeks (the last two weeks of December and the four weeks of January),
we have had constant rain which has halted completely the installation of our water recovery
system tied into our number one settling area. In addition to this we have been unable to
put any grading equipment to work one single day since the middle of December. Each time
we attempt to resume our grading, we have more rain.
Our consulting engineers on the lower dam have been unable to complete their ground
work survey because of the weather, and he has just advised us that he will be unable to
meet the February 1 deadline, but Mr. Koonce P. E. of the firm of Koonce, Noble and
Associates assures me that they are proceeding with all haste possible in the completion
of the engineering for this dam, and they are this week completing the ground survey necessa3
for his plans.
In addition to the weather problems, we received this week a rejection of our request
for increased diesel oil allocation for our Lilesville Plant to enable us to handle
excavation work necessary to our plans. I am enclosing copies of our application to the
Federal Energy Office and their reply.
In view of all of the above and the fact that we are conscientiously making an all out
effort to complete this project, we respectfully request that we be placed on the time
table as established on Page 5 of our Discharge Permit No. NC004421 as issued to us on
December 17, 1973, by the Regional Administrator, Region IV, U. S. Environmental Protection
Agency and the recommended time schedule as attached to N. C. Department of Natural and
Economic Resources confirmation of this schedule to NPDES, copies of which are enclosed.
If this is not possible, we then request that we be given at least an additional 90 days
to complete our primary close circuit settling pond, and an additional period to complete
our second dam. "^
•
We are sorry for the delays that have developed which are beyond our control and want
to assure you of our continued efforts and cooperation in the handling of our water pollutioi
problem.
Yours truly,
E. Al Y Goodman, Jr.
EAGjr:cw

S' ER — dale'
r �I
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
Box 27687 Raleigh 27611
JAMES E. HARRINGTON
SECRETARY
TELEPHONE
AREA CODE 919-829-4984
April $, 1974
Mr. John Paul
Office of Water and Air Resources
304 Wynecoff School Road
Concord, North Carolina 28025
Dear Mr. Paul:
TER P,.\ID AIR
JAMES E. HOLSHOUSER, JR.
GOVERNOR
Enclosed for your information is a copy of a map that we made of
B. V. Hedrick's new settling pond and a copy of a stage storage curve
showing the area and volume.
Total storage appears to be 198 acre feet (319,000 cubic yards).
Theoretical life of this pond appears to be 66 working days based on
230 ml/L settlable solids and 5,800 GPM wash water. This calculation
does not consider any improved efficiency because of compaction from the
weight in a tall column of slimes. This compaction is the major unknown
factor. Some experts believe that there will be no compaction if the
sand fraction is segregated from the clay forming a very loose sediment
in which the forces of portiere repulsion and gravity are in equilibrium.
Other experts believe there will be some compaction, but do not know how
much or what length of time will be necessary for compaction to occur.
The operation of Hedrick's pond lends itself to the segregation of sand
from clay.
Theoretical calculations indicate that the volume of slimes is greater
that the dry volume of the same material by a factor of ten. It will be very -
interesting to observe the performance of this pond in actual practice.
I have arranged for a representative of EPA to look at this problem in
the field on April 16, 1974. We will be at W. R. Bonsal at approximately
10:00 A.M. and at B. V. Hedrick shortly after lunch. We will be at —the
Ramada Inn — Coliseum in Charlotte the nights of April 15 and 16, 1974. - I
am hopeful that they will assist us with research in this area. I hope that
you will be able to join us on the site to discuss this problem.
Sincerely,
k
J. CraiIcKenzie, State Mining Engineer
Mining Division
2.-Y 3 5a 6
JCM:vsl
Enclosure

HEDRICK GRAVEL & SAND CO.
TELEPHONE: B4B-2202
LILESVILLE, N. C.
AREA CODE: 704
Quartzite • Gravel • Sand • Ballast
BOX 8 - LILESVILLE, NORTH CAROLINA 28091
Novem6eJz 26, 7973
MIL. C HLu66a'z.d
%1A4,cA-tangy D,bz.ec .on
Depalr inen1 og Naiuwza,L and &onom.ic ReAounceA
Sae o8.1 NoA th Cana cna
A 0. Box 27687
RaJe4h, No?z Cano1 ina 27617
Lean /1A.. 1u66atzd:
RECEIVED:
NOV 27 1973
'Oifi g of Water & Air ResouneS
Raleigh, N ,C.
•
C,tncum -tance4 have an,i i en .,v-zce appl.i.ca .,ion 81011 oun 0141na,L pelzm,i ,to
diAchaAge wage wa .en -thad. mane 2 t nece Aahj 610A. LCA\ aAh 61oji add i,ional
Lime .rn pnepah in4z ouA. -two new Ae t,L.r_rzn pond..
Conn Jucct.ion on -the t,zJza dam .showed ha . iheJz.e waA a JayeJz. o f good ffhave,L
and .sand meaiun.ing 817tom tour 10 .4-OC ee,t deep uncle znea h a . Laz�en osi
maizginal 4anc4 mauen.iaJ which wa4 11Z.orn two o gouJz 64ee -in depth. Th.i2
amount ost maleAiaJ oveA. -the area -thaa1 we plan -to use a4 ou)z.Ae .t,L-ing
6a.Ain4 would amount -to .tome ove)z. 2 00, 000 -ton.J o81 u4a6,Le maven is L. Thz.J,
-to ma, .0 a 1za-then ,Lane amount o3 ma eniaJ -to 6e ,Legt.t. in an anea ha
could neve.A. 6e m,i:ned once .z ,z..J cove.iz.ed wZtlz waJelz. and clay gn addition
-to-the value o f iiz mcJen,iaJ, -the nemovaJ ,tnclzeaAe -the ,L.ige
osi zeae pond..r 6r a .LeaA one LkiJLd, Mining and nemovai o f -th z ma .e i_aJ
ha4 added gnea ,Lry -to -.he am un t og Lime .ha we a,Joi t ed ouiz4 eJve4 31on
ze con -bucc ,ion o84 -the..ie- pondA -n. -the 6eg.znn.zng..
The eneryj an add i1 ionaJ pno6Jenz -tha,t wa4 nod conA ideJz.ed cn
out planning a -the 6eg.znn-&zz. /11 pneAen1, we ane Limited each mon-th
16 -the amoun1 o f 64u e.L 1.ha . we uA ed d vz,in -the flame month We
have .homed oun pAoduc .ion erg_u..ipmen . a i much aA we poAA-i_64 can -to heep
-the coniL'wc ..ion egu.ipmen1 moving on oun AeLtLing pond p)z.00ect. Tiz i a
could get -to 6e a 6-iggen /no6Jem a.J -the w,tnfeJz. p)z.ogneA.JeA. Addzt,i,onaJ

". •
*v.
„
6 C. //u66aAd
Jaye TWO
A/
• •
Hovem6eA. 2 6, 1y73
t..inze would allow u4 o 1pJ?ead' oun fuel alloca-blon out. oven AeveAal monk
At:Liken. -than concentAat-ing L aLL ,in a 61ew mon-tIzA.
We have it.e-ta-irzed -the 61,i_nm o6z Koonce, Noble and AAAocia-teA ai conAulian-t
eregineeAA -{:n -the cleAign ot OUJI. Aecond dam. They -tell 1,IA that. -they can
have -the planand -the Aegui.)-Leal data neat 6y -the mAlddle ogi .3e6Auaily.
ThiA wi.-11 not 6o-the)z. IZA aA 31a)z. aA -the excava.i-i_on ot -tize Aecond pond ,iA
conceizn.ed. We can 6e woAiny a while -the planatt.e 6e-ing made
‘04.. the actual dam conAt_Auct.-i_on.
g OWL conAi_denation.cntkiA w-ill 6e pz.ea-tly appAeci.a-ted.
Mg(9)v-t
LeAAeeA 06 B. V. Hedizi_ch
GA.avel and Sand Company
64JvjVooanan,
PaAineA and Gerzettal Manay.eiz.

ST>TE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
Box 27687
Raleigh 27611
DAMES E. HARRINGTON
SECRETARY
TELEPHONE
AREA CODE 919-829-4984
March 14, 1974
MEMORANDUM TO: Mr. John C. Murdock, III
Regional Engineer
FROM: John E. Paul
Chemist
JAMES E. HOLSHOUSER, JR.
GOVERNOR
SUBJECT: Meeting at B. W Hedrick Gravel and Sand Company
Anson County
0n March 13, 1974 the writer met with Mr. Billy Weaver, Plant Engineer,
B. V. Hedrick Gravel and Sand Company, and with Mr. Craig McKenzie and other
staff members of the Mining Division for the purpose of determing the progress
toward completion of .settling ponds for silt removal at the B. V. Hedrick
operation in Lilesville, Anson County.
The dam and other structures for the first pond are complete and
excavation'of all salvagable material is approximately 90% complete. This
pond can go on line by March-31, 1974; as scheduled, and Mr. Weaver informed
the writer that this would be done.
According to the engineer for Hedrick, Koonce, Noble & Associates .from
Lumberton, plans and specifications, are nearing completion for the second
dam and. pond. Mr. Weaver stated that construction of the second dam could
be completed by the June 30, 1974 date, but that complete excavation would
not be possible by that time.
The following understanding, which should be confirmed by letter
and in the State permit, was reached:
The Lessees of B. V. Hedrick Gravel and Sand Company will
comply with the March 31, 1974 date by ceasing all non-extaordinary
discharges at that time through utilizing the first settling pond and
recycling all clear water. The company will proceed with construction
of the dam and related structures for the second pond, completing
such by June 30, 1974 and thus complying with the date given in the
NPDES Permit. The company, however, will not be required to immediately
utilize this second pond unless necessary and can proceed to do what-
ever excavation and recovery of usable material the company desires
until such a time that the failure of the first pond is imminent and
the second pond must be used for adequate wastewater and protection
of water quality.

continued
Memorandum
Mr. John C. Murdock, III
Page 2
All parties agreed that this would be an equitable solution and the writer
recommends that it be acted upon and the issuance of a State permit, valid
fortwo_years_until_June 30,1976, be expedited. The writer further recommends
that some requirement beplaced on Hedrick concerning the necessity for future
planning and construction after the second pond is put 6n line. "Planning
ahead!' rather than "crisis reactionn would be most desirable.
cc:. Mr. L. P. Benton$. Jr.
JEP/cl

Q. V. H EDRICK GRAVEL & SAND CO.
Telephone [phone]
Lilesville, N. C.
Area Code 919
Quartzite Gravel • Sand • Ballast
February 5, 1974
Mr. E. C. Hubbard
Director
Department of Natural & Economic Resources
State of North Carolina
P. O. Box 27687
Raleigh, NC 27611
Dear Mr. Hubbard:
LILESVILLE, NORTH CAROLINA
7-17
"Office of Wa er & Air Resources
Raleigh, N
It is with regret and a great deal of concern that I am writing to you again requesting
an additional extension in the preparation of our settling ponds.
For the past six weeks (the last two weeks of December and the four weeks of January),
we have had constant rain which has halted completely the installation of our water recovery
system tied into our number one settling area. In addition to this we have been unable to
put any grading equipment to work one single day since the middle of December. Each time
we attempt to resume our grading, we have more rain.
Our consulting engineers on the lower dam have been unable to complete their ground
work survey because of the weather, and he has just advised us that he will be unable to
meet the February 1 deadline, but Mr. Koonce P. E. of the firm of Koonce, Noble and
Associates assures me that they are proceeding with all haste possible in the completion
of the engineering for this dam, and they are this week completing the ground survey necessar
for his plans.
In addition to the weather problems, we received this week a rejection of our request
for increased diesel oil allocation for our Lilesville Plant to enable us to handle
excavation work necessary to our plans. I am enclosing copies of our application to the
Federal Energy Office and their reply.
In view of all of the above and the fact that we are conscientiously making an all out
effort to complete this project, we respectfully request that we be placed on the time
table as established on Page 5 of our Discharge Permit No. NC004421 as issued to us on
December 17, 1973, by the Regional Administrator, Region IV, U. S. Environmental Protection
Agency and the recommended time schedule as attached to N. C. Department of Natural and
Economic Resources confirmation of this schedule to NPDES, copies of which are enclosed.
If this is not possible, we then -request that we be given at least an additional 90 days
to complete our primary close circuit settling pond, and an additional period to complete
our second dam. 1.
We are sorry for the delays that have developed which are beyond our control and want
to assure you of our continued efforts and cooperation in the handling of our water pollutior
problem.
Yours "truly,
41141P-
E. Al Goodman, Jr.
i
WillMallOsimmumowthui
EAGjr:cw

v �rY
NOc
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
Box 27687,
JAMES E. HARRINGTON
SECRETARY
TELEPHONE
AREA CODE 919-829-4984
Raleigh 27611
January .25, 1974'
MEMORANDUM TO: 'Mr. John C.•Murdock,
Regional Engineer
FROM:
SUBJECT:
John E. Paul
Chemist
Proposed Permit Issuance
Lessees -of ''B_y Herick Gravel and Sand Company
Anson Coun,M
JAMES E. HOLSHOUSER, JR.
GOVERNOR
Temporary Permit No. T-593 was issued July 16,1973 to the Lessees of
B. V. Hedrick Gravel and Sand Company for thecontinued discharge of silt
laden wastewater from the gravel washing operation into Island Creek,
Yadkin -Pee Dee River Basin, for a. temporaryperiod' of time required to con-
struct and :put into operation adequatesettling ponds for silt removal.
This Temporary Permit expired.. December 31, 1973.
While excavating the area, the company uncovered a layer of gravel":
that is usable and that, through mining, would greatly enlarge the settling
volume of the pond. The'. company has for this reason requested an additional
90 days tocompletethe construction on the first' pond allowing for the
complete mining of the area. Completion of this first pond should provide
adequate settling capacity and protection of water quality until a second
pond is on line by' the end of June, '1974. The° Company has engaged the
firm of Koonce, Noble & Associates to do the necessary engineering work
on the project and to submit to the Water Quality Division and to the Dam
Safety Division all necessary documents for approval and permit issuance
iffoundsatisfactory. During a meeting in Raleigh on November 19, 1973
which was attended bymembers of the Water Quality. Division, the Mining
Division, the Dam Safety Division, and representatives of the Lessees of
B. V. Hedrick Gravel & Sand Company, it was discussed and agreed that the'
company would work toward completing the first pond and proceed with plans
and permit applications on the second and subsequent ponds. These appli-
cations with supporting material are to be received at least 90 days prior
to the proposed final completion date of June 30, 1974.
Due to an error in the certification by this Office, the Lessees of
B. V. Hedrick Gravel & Sand Company received an NPDES Permit issued
December 17, 1973 with a final completion date' of June 30, 1975. , By memo
of January 10, 1974 you notified Mr. L. P. Benton, Jr. and requested
that he contact EPA to correct this error and revise the final completion
date to June 30, 1974. Mr. Billy Weaver, plant engineer for Hedrick, was
contacted and informed of the error. He stated that all efforts to•comply
with the March and June deadlineswere being made, but that bade"weather
may still cause- unavoidable delays.

•
cont.
Mr. L. P. Benton, Jr.
Page 2
It is recommended that the Proposed Permit Issuance be put on
immediate Public Notice in accordance with. Regulation 2-82 of the'
Board of Water and Air Resources
cc: Mr. L. P. Benton, Jr.
JEP/cl

OFFICE OF WATER AND AIR RESOURCES
January 21, 1974
Mr. Paul J. Traina, Director
Enforcement Division
Region IV
Environmental Protection Agency
1421 Peachtree Street, N. E.
Atlanta, Georgia 30309
SUBJECT: Amendment to Water Quality
Certification Number 68
3. V. Hedrick Sand and Gravel
Company, Anson County
Dear Mr. Traina:
Due to an error made in the time schedule contained in Water Quality Certi-
fication Number sixty-eight (68) for B. V. Hedrick Sand and Gravel Company, dated
November 27, 1973, it' is requested that an amendment to this certification read
as follows:
Recommended Time Schedule
Completion of construction and maintenance of
operational level, June 30, 1974.
If you have further questions regarding this amendment, please advise.
KTS:krn
cc: Mr. K. T. Stevens
Mr. John C. Murdock, III
Sincerely yours,
. C. Eubbard
Director
1

January 10, 1974
MEMORANDUM TO: Mr. L. ' P. Benton, Jr.
Supervisor of Field Services
FROM: John C. Murdock,
Regional Engineer
SUBJECT: Time Schedule .
NPDES Certification
B. V. Hedrick Gravel & Sand Company
Anson County
On subject certification by this Office dated November.27, 1973 in a
letter to Mr. Paul J. Traina, EPA, Atlanta, the State certified time schedule
has been found in error.
•It is recommended that,EPA be notified•of thta error and requested to
change the time schedule. an the NPDES Permit issued December 17, 1973 to
read as follows:
"Recommended Tine Schedule •
Completion of construction and maintenance of operational
level .......June 30; 1974"
If you require further information, please advise.

STATE OF NORTH CAROLINA
DEPARTM
a 2^lifi7
E. HARRINC;7ON
SECRETARY
TELEPHONE
AREA CODE 919-829-4984
fite
F NATURAL AND ECONOMIC RESOURCES
Raleigh 27611
OFFICE OF WATER AND AIR RESOURCES
Mr. Paul J. Traina, Director
Enforcement Division
Region IV
Environmental Protection Agency
1421 Peachtree Street, N, E.
Atlanta, Georgia 30309
Dear Mr. Traina:
November 27, 1973
TAMES E. IIOLSHOUSER, IR.
GOVERNOR
co, PAR.
' c P'
-''''
SUBJECT: B. V. Hedrick Gravel & Sand Co.
NC 074 3BK 2 000141
Anson County
Pursuant to Section 401 of the Federal Water Pollution. Control
Act (33 U. S. C. 1251, 1341; hereafter the "Act"), the State of
North Carolina issues this Certification to subject applicant for
a National Pollutant Discharge Elimination System (NPDES) permit
to discharge into navigable waters.
Having evaluated the applicant's application and having reviewed
the conditions to be imposed in the NPDES permit, the State of North
Carolina certifies that if the applicant complies with the condi-
tions developed for the NPDES permit, the applicant's discharge will
comply with the applicable provision of Section 301 of the Act and
appropriate requirements of Chapter 143 of the North Carolina General
Statutes. Furthermore, in so far as it can determine.the State
of North Carolina certifies that there are no limitations under Section
302 nor standards under Section 306 or 307 which are applicable to
the applicant's discharge.
This Certification shall be subject to the permittee complying
with attached conditions which are to be included in the NPDES
permit.
Sincerely,
E. C, Hubbard
Director
Attachment
WQC 68

PROPOSED NPDES MONITORING REQUIREMENTS
Required Tests and Location of
Measurements Sample Point Testing Frequency
Turbidity Influent, Effluent Daily
Settleable Matter(30 min.) Influent, Effluent Daily
Total Suspended Residue Influent, Effluent Quarterly
The Company shall begin monitoring in accordance with the above
schedule on or before September 1, 1974.
SPECIAL CONDITIONS
That total settleable solids have a maximum daily limitation of 0.1 m1/1 (30 min.)
That the maximum daily turbidity be limited to 50 JTU's
RECOMMENDED TIME SCHEDULE
Completion of final plans
Submit progress report
Completion of construction
and maintain operational
level
May 30,1974
December 31,1974
June 30,1975

.r-7-e/2 CONS/de/et.D 45 /fj/r7sac f'e.t/
LESSEES OF•
HEDRICK GPAVEL & SAND CO.
TELEPHONE: 84E1-2202
LILESVILLE, N. C.
AREA CODE: 704
Quartzite • Gravel • Sand • Ballast
BOX B - LILESVILLE, NORTH CAROLINA 28091
Novem6elz 26, 1973
MA.. 6 C. itu66a'zd
AAA,i tana D,iAec t olz
Bepantmend o f Naduizal and &onom,ic Re OILAce4
Sdad e o81 Can.o,L.ina
P. 0. Box 27687
Raleigh, Non-th Can.ol ina 2761
Dea.'t MIL R1u66alz.d:
C.incumAdanceA have a en Aince app Lica-t ion Son
d Acharzge wa4de waJen Chad mane ,id nece Aahrg joJJ.
time in. pnepaning ouh. -two new Ae tl ing pond.
ConAinuc ton on. -the tLd dam Ahowed Chad theiz.e wai a large 081 good gizavel
and Aand meaAuAing 6zlz.om 6loun do Aix 6leei. deep undelzneadh a laver. o81
matzg- nal Randy made zial which wa4 tiz.om dwo do 64oulz 8zee . in depdh. Th.ii
amount ot maderc,ial oveJL. -the a'z.ea Mai we plan do use aA oulz. �e tlzrzg
6aAinA would amound do Aome oven. 200,000 on o f uja6le ma en.ia,L. Th,ii,
do ua, iA a izadhe . la7t e amount og maLetz ial do 6e let in an alz.ea dhad
could never 6e mined once .id ,ice cove.ned with water and clay. .9n addition
t o the value ot t/ i mat e)u:a L, the removal v� ,id w,i,L,L n c-zeaA e the
th eA e pond 6 ad Leapt -one JJz.cl Mining and removal o3z th,d mad en ial
ha4 added gA.ead4 to -the amount o84 -time dhad we allodted ourzAelve4 840/z.
the con ijzuc Uon 061 these pony ,in the 6eg.inn.ing.
The enerzgrg Li an addi-tional pno6lem thal wai not conAideszed in
ouiz planning ad the 6 eginn-ing. old pn.eA end, we aiz.e ,Lim,it ed each month
do the -amount og' Luel thai. we uAed dun.ing the flame month o6/ 1972. We
have 4Izohded ou1z. ecgu,ipmend a4 much a2 we /oAA i64 can to beep
the conAdituct,ion ecguipmend moving on ouh. AeLd-U y pond p�zojecd. This
could_,ge . to 6e a 6 getz. pn.o6,Lem the warden piz.ogh.e Aee. Additional
RE+EIVED,
NOV27 1973
V1tJce of Water & Air Resoune$
,;..,' Raleigh, N ,0.
•
out& o�c fig final p erun td t o
u4 do ash ton. additional

% C. Hu66arzd
aye Two
Novem6en 26, 1973
Lime would allow 11A Aprzead ue.L allocaLion out oven. Aeverzal monthA
lzathek Shan concerutza my .it all -in a tew mon / .
We have 1z.efaJnecL-the og Koonce, No6,Le and AAA 0C.ia-te4 a..1 conAuLtan
eny.ineeiz..s -in -he cleA4n o6z ourz .Jecond dam. They -.el uii -that -they can
have -the pian2 and lze A.egu,uzed claw Aeacly 6y -he m-iddle o81 }e6)zuaAy.
Th.L4 £o-LLL no 6oiheA. uA a i 3Larz aA -the excava.Lion o3 -the Aecond pond Ld
concefzned. We can 6e workinn a 4Li wkile -the plan i arze 6e-irzy made
61o12. he actual dam conA uzct,ion.
court. corm-i_deiza .,ion trz h i.J maLt ez. wLLI 6 e pea -ay appAec.ia t ecl
Since�z.e,Iy,
Le..t i ee d o8z Q. V. flecLuch
glzave.L and Sand Company
6 Ali/AyrGoodman, 7)C.
G
Parun erz and en eizal /Yl anay en

November 7, 1973
ITQWRJDP
Mr. Willy Weaver
E. I! . Hedrick Gravel and. CJai d Coni . a ji
Box 8
Lileevi..le, North Carolina 2EO91
Dear Dill
WATER AND AIR
QUALITY.
As I told you 1 would. when we talked on the t.i'lone this morning, 1 aim
writin , to tell you the basis for the oinion in Dan 13cronsld, s October 31: $
letter to the effect that the two clans you are now constructing aro not
exempt from the requirements Of the Dam? ,:,afety Lair of 1967. That O';.)ini0n
~
was basedon cj . V „ LulI:_, ilr 32E:r' E.; visit to ';:t18 site t:?1 October 25, T • 'v . esti-
mated that the dam nearest to the ,)lailY, was about ^:v feet S7i"1 at one end
and about 15 foot at 'she other, and concluded that the co:.r,aeted c_ai-L
would therefore be 15 feet or more high, measured from the err Jnal stream
i
bottom to the crest of Lilt dam, and that this dam would therefore not be
exempt, As we discussed, . I would like to have any rebuttal to this conclu-
sion which you wish to present.
havethe ss: - you i ' t
'i,;1G 11ii_irc.��..�Oi�. that are _�i7.:.'�tO�c.Zf ilO�.d:�i.2; 'Li1C dimensions
within the limits of e:cems ption, and it is certainly physically 'easible for
t_ 1 such , . 1 ; �i notsure�. •
you tu;lcc,' ��_ o__ a �.;ecl�n:i_c�;.���;' However, � am ��_u:. this i3 in
your best interest. J. C . saw no evidence of the : m er vious core which you
say you are building into the dam, and thane are 'tree roots and limbs bei T
built into the enbankment, %uich is poor practice and could lead to settle-
ment or failure of both dams. Also, the ;pipes throuch the dams, rude of oil
drums. could lead to trouble.
Although failure would not threaten life or property alcn;,; the creek
below the dar.s, it would undoubtedly cause severe turbidity of the Pee Dee
River, in contravention of State water quality standar ds . 1 believe this
prob.7_em, and your problems under the State 1thting Law, are at least serious
as the safety of the dams. I think you would do well to put some money into
getting consultant services to put the operation on a sound technical basis
in every respect, and stopping this rusnin.fr battle with the reguleto_'y ar encies.

Mr. Billy Weaver
Pae 2
November 7, 1973
I appreciated your call: and will plan to visit your site a3ain
:ihenover you tintritc.- it uotad be helpful to do so
Sincerely,
P,o Jo Bo Pac:el Chief
',Tater Resourceror_Tams
cc'z Dan I-IcDonald
Nrat:e Denton

4. a Sociawm
/..,e4ttccs of ntlawil, met Senn't roxias-K9.
'2* Of, Boz
7.41eztv“le:p Vore.r. carb311,nz ,t2t391
tivibjecta 1--_?2,ant Sate Apr,aoval.
Yatt Sqteitul i;4311749
V 1:1G{qh.titk. rfl.:490 at3 Cniar4:7
AtVan. COM'irg* Nottil Gar44m3
De!,:r Nr0 rax;4--Izt4
CT! Joi7 2, 1073 the aite gmoset1 for Op constroct4011, ot Fzettlw,
t4..) /mtrAs the -mstortzt4zr trwt-xtent needs of tiv vmAttl aaa1.1
AlerS71,s oporation zzt 3Vai it,ldric.ka 401 Cavan!, 04.4 11-opeacsA:i
Joir4 1•31# 1,74.a ais Offivz3v
The mposed oite for thil parva4 tri ttle Wttout, 1,firEci fItiam.),
ozstO the ,114301,7 ,VerattOn pi your Cowavy ond flwast,Teara 'EtOra
th..72 gravel fozwirlArf, trattso P0114 ,t,kro to bo exhAVAlod to COtItelt1 the
40'2, 5,:Mi...tuifflan daily discharze vith ger bours deeraMg4
t.tme ana ( flLa4 aolids botdinv, vvelcity4 elluO, a r414,714011of 33 tuoba
Emeboard tO 17=111 t'd:At:led on tho p./.24-Viz pt al tiAnes <jaw kKitOr tarall
cizaleic41 thaiu te, be V.Pe.Wel*-2- Ov--t rtlfase 1,-n the tramd vad
c;a1,/et. uuslItyco V14;00 to to ?../ no Pet ascharg4 We tO the mall,alint„
orkettitg.m., ay.1 overilw ocAutr 6..le biartrj ralstfall ex«
ceatqw. etmga etOro into ttic, poni1-00
Sliem4o/eo, aftor ovalmitioiz this c:Ffitee,, the 1:414itit pito ikor.,atz..id
deturEbeK1 abovo ht.tvify c,cozoved :Or ttl/a ec,:;iara,CtIOritarDett'AisiC
potriOz to V,Itevl,iflu aleklw_te 1,m_stotor er: oLtsiseeo <4' 13,4
lie4r.Ects 41,41, Crowell, CV:IOW4 Ze-C44 eat/V.; With TOVP)Va .V7 Porait
1,-it3e T.51.1 theetWL c tx? eomtnetocl a-flora/on 1-x4
before 'gk,ef.t4.1.tJ 730 T tt'i? leo of eltal p.R=f3 crraZ 4-telficaticsas
arci to te nafraa tatit the ivalc.-titotts Pcratt and- °,,t_fotir Covany stoule
Le 'In wiltrult. with the Famsworokwitat vaizettuip, lavItou Atarare14-3i
Grar3faz, 10339 otIrpoau of! liwit.,$.11,7; rmtrattill,:a3 letrar C-4.4.79,5
2relaeera IDTELS) pmnowil.7 1,Tia. so that: 2/at _
the evremi; plEX.Gz atv acq-,:xparri your .7.''..4.clortts for Pett.iii.;
a:1,3 yot._11 Lur;t ste3mtt a ptepoaElt en. oar:;p1111-In with ac

Page 2
&oust 241 1973
negulation Etelitting to tionitotinC :and RePortilletlastonst4lir Dis rt a ►.
dud 'Mete: tflect Upon neceivinawateme as adopted by tile Board of Voter
and Alt ne2eourcee oft May 3170 1913 and effective July 10 1973*
Tf owe be of further assietanet ate or. other matter*, 13o no
hot tote to contact_ us*
rd
fis t Director
CC% Lr, t:* i * Ile:none Jr*
- MtL*u* rat Jrc
nobertt Van Tabun.
ealant Regional °Moe'
Anion Ctoutity Health s. t it
ti * J 4 Craig Mezermie.

NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
OFFICE OF WATER AND AIR RESOURCES
Water Quality Division
P. O. Box 27687
Raleigh, North Carolina 27611
REPORT OF Prnpno,ed Wacre__T..reatment Plant,._Site Inspection
Requested By Lessees of B. V. Hedrick. Sand & Gravel Co.
Place visited____He.diick__Sand_B�Gravel_Pit_ Date 19__7
Address __.Lilesville_,_ N.__G.
By Whom _ John _E._Pau 1 , _C.hemis t
River Basin _._ya.dk_in-P-ee_1iee.
Time Spent ___5-hou-rs.
Persons Contacted ____Mr_ B_i11y_W_ea_. Gen era 1 _Si ipPrintenrlent
Reason for Visit ____T_a._ascertain-the-prarr; cality__.f-us ix tbe_prolaosed_sit -0�_thg
rons.t uctionro-f a wastes t rea tment--p-lant._
Copies to:
REPORT: The following Report contains the various parameters concerning the waste
treatment plant site proposed by Lessees of B. V. Hedrick Sand and Gravel
Company, an industry which produces sand and gravel.
1. Location: In drainage area of Island Creek, directly below W. R. Bonsal Company
mining area, Lilesville, Anson County.
2. Description of Site:
(a) Size: Approximately 100 acres for pond construction.
(b) Topography: Strip mined area sloping from both north and south ':`_sides
to creek bottom. Steep on north side, gentle sloping on south.
(c) Construction suitability: Adequate - settling ponds are to be constructed
in bottom area both where mining has been carried out and in untouched areas
now covered by pines and scrub oak.
(d) Ownership or control: Indefinite lease obtained by present management (family
owned business)
WQ 19
Revised 4/26/72
(e) Access: Via dirt road (private) off U.S. 74 east of Lilesville.
3. Area Development:
(a) Distance and direction of occupied dwellings 500r: None
(b) Distance and direction of occupied dwellings 1,000: None

(c) Distance and direction of other buildings: Within 15001 there are several
equipment storage structures and a weighing station.
(d) Distance and.. directions buildings affected by failure of dam: None. Dams
will be lower than 15 feet so as to be under the limits of jurisdiction
for the dam safety act.
(e) Growth Potential: Slight growth potential. Area will continue to be mined
as has been done for past 30-40 years.
4. Description of Receiving Stream (in case of overflows or dam failure only):
(a) Name: Island Creek
(b) Classification: D
(c) 7-10 Flow minimum discharge: 0.0 cfs
(d) Average Discharge: 1.7 cfs
(e) Present Downstream Use: Agriculture - slight usage; otherwise none.
(f) Flood level: Not known/not applicable
5. Description of Proposed_Treatment Plant:
(a) Type of Waste: Silt laden wastewater from sand and gravel washing operation.
Flow approximately 7,000 gpm or 4.2 MGD for a 6 day work week.
(b) Size of Plant: Lagoons to be large enough to provide 6 months solids holding
capacity and a minimum of 24 hours detention time for settling with 36u
freeboard.
(c) Type of Treatment Proposed: Settling ponds with recycle of clarified water
and use of holding basins to contain any excess clarified water. No discharge
is proposed except during periods of high rainfall. Dragline dredging will
be used to remove solids accumulation in ponds.
(d) Ultimate Development of Industry: Continued mining operation at present
levels of production is anticipated for the future.
6. Other Pertinent Information:
(Points that influence recommendation; points
for conditional approval)
(a) Applications have been filed with the Corps of Engineers and subsequently
EPA for a discharge permit. This application will have to be updated to
reflect current plans for only occasional discharge during periods of high
rains.
(b) During the past 30 years since this area has been mined, tremendous amounts
of silt has been and is being discharged to the Creek and thereby to the Pee
Dee River, approximately 3 miles away. Construction of the proposed ponds
will stop the last major source of silt to the river in this area.

-3
(c) Temporary Permit No. T-593 was issued to B. V. Hedricks Sand & Gravel Co.
on July 16, 1973 with an expiration date of December 31, 1973 for the
continued discharge of silt laden wastewater until adequate facilities could
be provided.
7. Recommendations:
It is recommended that a plant site approval be granted for the construction
of settling ponds to serve the wastewater treatment needs of B. V. Hedricks by
providing 6months solids holding capacity, a minimum of 24 hours detention
time and at least 36" freeboard on the ponds. These settling ponds will be
used for recycling the washwater and there will be no net discharge resulting
from the washing operation.

July 31, 1973
14r. Billy Weaver
General Superintendent.
Lessees of B. V. Hedrick Sand & Gravel Company
P. 0. Box S
Lilesville, North Carolina
Subject: Consulting Engineers List.
Dear Mr. Weaver:
Enclosed is a list of consulting engineers licensed to practice -in
the State of North Carolina. It is not -inclusive and you may well be able
to find another person or company also registered and qualified to certify
your final plans and specifications.
As you requested, I have checked. several of the companies or
engineers.that I -feel may be interested in your type and size protect.
If I can be of further assistance, do not hesitate to contact us.
Sincerely;
JEP:db
Enclosure

7,0 .0
_.,
Jay 10s. 1973
A. (:,10.eni
C.oneral ',U11-ager
Lessees of B.' V* Ucsdzich r,;.mvel Comany
0* to: 0
LacsvilletiCt± Carolinn 2f491
Sajcct:,
myr
issttanct l'es-v:nary Pitt rlo T.4.593
Lessees of * V, Ueciriek Cravel
aat saud Cowiany
1.:on Cotaityl ma Carta I
acc,ztr&41aec with your 11u:1;1w2 e,i,Itoc:1 May 26k 1W3, we arB
fovuaz:-din3 herewit,b. No, T-193, date6 July 16 p 1973,,
This T0ry Permit is f.or the oantlaued .1i.scharf„-_:e oti Lcn waOte
writer from yrriat -1/0 V49.4/1.1i.ttf; ()pa rat Jou into lel:awl Creel-4 7n-ri?oe
Ecr a tezpoxavy period of t.L.nc. re(luirod to'eonsf;roct
arid uiv.to o7;ieraticIll acjeclmte .!5attlin3 70nds fol. silt removni,
L'eria1Z. e,-142.11, biz5 ofi:ectivez frixma, the date C/ I: LS SWITIC
until necca-zbel: 214 1973 an,1 sh1111 be subject to OB conditions Ilnd.
LimitatiorLs kspecifie there:111,
2pelosed aTe thDae (3) copies of 6Applituton i!or Ferrait", tm (2)
of wbitht1s1, be cazIpleted and filed with Neut. final plans and specIficatimsa
If wv3 can or cic-iEicaln or na5:tstance,,. ea, roz hesttate
to =tact
Enelooures
CC4 1,, P, alton :Jr*
• Wag
Ir. 7r.ob-art Van Ti1btA
0-icA=nt: 1.3_CZ; iCella 1 Office
- ArsQn Cout 1thEicrpartLKInt
Lir* Gratz Ncnarmie
Si'Lleerely9
C. Iitibb=.1
. Z%5S Lc:CI:017

NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
OFFICE OF WATER AND AIR RESOURCES
Raleigh , North Carolina
PdE ,UP
TEMP 0 NI Vc1/4
For the Discharge of Sewage, Industrial- Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules and Regulation,s
PERMISSION IS HEREBY GRANTED TO
LESSEES OF B. V. HEDRICK GRAVEL & SAND COMPANY
ANSON COUNTY
FOR THE
continued discharge of silt laden wastewater into Island Creek, Yadkin
Pee Dee River Basin, for a temporary period of time required to construct
arid plac'e'into operation adequate ponds for silt removal
in accordance with the application received June 1 , 19 73 _, and in conformity with
the plans, specifications, and other supporting data, all of which are filed with the Office of
Water and Air Resources and are considered a part of this Permit.
This Permit shall be effective from the date of its issuance until December 31_, 1973, and
shall be subject to the following specified conditions and limitations:
1._ Construct and place in operation adequate wastewater treatment facilities in
accordance with the Temporary Permit Application consisting of settling ponds and a
recycle system to adequately remove silt and turbidity before discharge to Island Creek
on or before December 31, 1973.
2. During the period of time that this Temporary Permit is in force, the quantity or
strength of waste should not be increased.
3. Failure of the Lessees of B. V. Hedrick Gravel & Sand Company to comply with the
above date will result in the Board seeking all applicable remedies at law to cause
the Lessees of B. V. Hedrick Gravel & Sand Company to comply with the General Statutes.
NOTICE: This Temporary Permit shall not be construed to authorize the
creation or maintenance of a nuisance. Also, it may be revoked because of
material changes in the amount of wastes discharged or for failure to construct,
operate and maintain treatment processes or other conditions of discharge
specified above. This document is subject to any valid limitations of any -
local, private, or"'special act or resolution relating to health, santat.ior.,,_„
the abatement of nuisances, or relating to non -navigable streams. _Izt is not
intended, nor shall it be construed to. create, confer, permit, ory atiprove the,
exercise of any right, power, privilege, or immunity which may,-b1ej forbidden
by the valid provisions of any such local, private, or special act or resolution•.
Permit issued this the 16th day of Ju12 , 19 73
By
Assistant Director
E. C. Hubbard,

STATA' OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
Box 27687
JAMES E. HARRINGTON
SECRETARY
TELEPHONE
AREA CODE 919-829-4984
Raleigh 27611
July 10, 1973
MEMORANDUM TO: Mr. John C. Murdock, III
Regional Engineer
FROM:
SUBJECT:
John E. Paul
Chemist
Temporary Permit Issuance
Lessees of B. V. Hedrick Gravel & Sand Company
Anson County, North Carolina
_ The subject company has a high turbidity discharge contravening
water quality standards in Island Creek as described in the attached
report of investigation dated April 5, 1973.
JAMES E. HOLSHOUSER, JR.
GOVERNOR
. The proposed pollution abatement program, also attached, is already
underway and the company anticipates having the new settling areas complete
by or__before_ December, 1973. The new earthen dams under construction
will not be large enough to come under the dam safety act regulations
and permit requirements.
It is recommended that a Temporary Permit be issued to allow for
thecontinued discharge of the silt laden wastewater until these new
and_adequate areas are constructed. Sketches and a narrative description
by the Company of the proposed new facilities which accompanied the
Temporary Permit application will be forwarded to the Engineering Section.
Permit applications will be submitted by the company after the plant
site inspection is conducted. This inspection is scheduled for July
19, 1973.

STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
OFFICE OF WATER AND AIR RESOURCES
Post Office Box 27687
Raleigh, North Carolina 27611
Permit No.
Name of Permittee Lessees of B. V. Hedrick Grave]
and Sand Company
Effective Date
Expiration Date
STATE OF NORTH CAROLINA
DISCHARGE PERMIT
In compliance with the provisions of General Statute 143-215.1 and other lawful
standards and regulations promulgated by the North Carolina Board of Water and Air
Resources,
The Lessees of B. V. Hedrick Gravel & Sand Company
is hereby authorized by the North Carolina Board of Water & Air Resources
:to discharge from
to
the silt and gravel washing wastewater settling ponds
Island Creek, Yadkin -Pee Dee River Basin
•
in accordance with the following general and special conditions:
General Conditions
1. All discharges authorized herein shall be consistent with the terms and
conditions of this Permit. The discharge of any pollutant more frequently than
or at a level in excess of that identified and authorized by this Permit shall
constitute a violation of the terms and conditions of this Permit.

2. After notice and opportunity fon a hearing,
suspended, or revoked in whole or in part during its term for cause including,
but not limited to, the following:
this permit may be modified,
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose
fully all relevant facts;
c. A change in any condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.
3. Notwithstanding (2) above, if a toxic effluent standard or prohibition
(including any schedule of compliance specified in such effluent standard or pro-
hibition) is established under the provisions of General Statute 143-215 for a
toxic pollutant which is present in the discharge authorized herein and such
standard or prohibition is more stringent than any limitation upon such pollutant
in this permit, this permit shall be revised or modified in accordance with the
toxic effluent standard or prohibition and the permittee shall be so notified.
4. The permittee shall allow the Director of the Office of Water and Air
Resources, the Regional Administrator of the Environmental Protection Agency and/or
their authorized representatives, upon the presentation of credentials:
a. To enter upon the permittee's premises where an effluent source is
located or in which any records are required to be kept under the terms and con-
ditions of this permit;
b. To have access to and copy At reasonable times any records required
to be kept under the terms and conditions of this permit;
c. To inspect at reasonable times any monitoring equipment or monitoring
method required in this permit; or,
d. To sample any discharge of pollutants.
5. The permittee shall at all times maintain in good working order and
operate as efficiently as possible all treatment or control facilities or systems
installed or used by the permittee to achieve compliance with the terms and con-
ditions of this permit.
6. The issuance of this permit does not convey any property rights in either
real or personal property, or any exclusive privileges, nor does it authorize any
injury to private property or any invasion of personal rights, nor any infringement
of Federal, State or local laws or regulations.
7. This permit does not.authorize or approve the construction of any onshore
or offshore physical structures or facilities or the undertaking of any work in any
navigable waters.
8. The specific effluent limitations and other pollution controls applicable
to the discharge permitted herein are set forth below in the special conditions.
Also set forth below are self -monitoring and reporting requirements. Unless other-
wise specified, the permittee shall submit duplicate copies of all reports to the
Office of Water and Air Resources and the Regional Administrator of the Environmental
-2-

Protection Agency. Except for data determined to be confidential, all such reports
shall be available for public inspection at the offices of the Office of Water and
Air Resources and the Regional Administrator of the Environmental Protection Agency.
9. This is a Class I wastewater treatment plant which requires
that the operator in responsible charge hold a valid Grade T Certification.
Special Conditions
1. Discharges from this facility shall only occur during periods of excessive
rainfall. At all other times clarified water suitable in characteristics
to be discharged shall be conserved and recycled in the gravel washing
operation.
2. The Lessees of B. V. Hedrick Gravel & Sand Company shall conduct or have
conducted an ongoing program to study the effectiveness and remaining
life and adequacy of the settling ponds so that supplemental treatment or
additional facilities will be completed before the ultimate failure occurs
of the system under consideration here.

Initial Effluent and Monitoring Limitations
During the period beginning on the effective date of this permit and lasting
until , discharges from
shall be limited and monitored by the permittee
as specified below:
(a) the following shall be limited by the permittee as specified:
Discharge Limitation Other Limitations
in mg/1 (lbs/day) (Specify Units)
Effluent 'Daily Daily
Characteristic Average Maximum Average Maximum
For the purposes of this4subsection, the daily average discharge is the total
discharge by weight during a calendar month divided by the number of days in the
month that the production or commercial facility was operating.
For the purposes of this subsection, the daily maximum discharge means the
total discharge by weight during any calendar day.
*The pH shall not be less than nor greater than
-4-
-6-

(b) The following shall be monitored by the permittee as specified:
Monitoring shall be conducted in accordance with the "Regulation Relating to
Monitoring and Reporting Wastewater Discharges and Their Effect Upon Receiving
• Waters", adopted by the North Carolina Board of Water and Air Resources on May 17,
1973.

Interim Effluent and Monitoring Requirements
During the period beginning and lasting until
discharges from
limited and monitored by the permittee as specified below:
(a) The following shall be limited by the permittee as specified:
Effluent
Characteristic
Discharge Limitation Other Limitations
in mg/1 (lbs/day) (Specify Units)
shall be
Daily Daily
Average Maximum Average Maximum
For the purposes of this subsection, the daily average discharge is the total
discharge by weight during a calendar month divided by the number of days in the
month that the production or commercial facility was operating.
For the purposes of this subsection, the daily maximum discharge means the
total'discharge by weight during any calendar day.
*The pH shall not be less than nor greater than
•
-6-

(b) The following shall be monitored by the permittee as specified:
Monitoring shall be conducted in accordance with the "Regulation Relating to
Monitoring and Reporting Wastewater Discharges and Their Effect Upon Receiving
Waters", adopted by the North Carolina Board of Water and Air Resources on May 17,
1973.

(c) Permittee shall achieve compliance with the effluent limitations
specified in (a) above in accordance with the following schedule:
(d) The permittee shall submit to the Office of Water and Air Resources the
required report of progress or, where a specific action is required in (c) above
to be taken by a certain date, a written notice of compliance or noncompliance with
each of the above schedule dates, postmarked no later than 14 days following each
elapsed date. Each notice of noncompliance shall include the following information:
A short description of the noncompliance;
A description of any actions taken or proposed by the permittee to
comply with -the elapsed schedule requirement without further delay.
A description of any factors which tend
the noncompliance; and
An estimate of the date permittee will
schedule requirement and an assessment
permittee will meet the next scheduled
to explain or mitigate
comply with the elapsed
of the probability that
requirement on time.

Final Effluent Limitations
During the period beginning June 30, 1974 and lasting until
the date of expiration of this permit, discharges from the settling ponds to Island
Creek shall be limited and monitored by the permittee as
specified below:
(a) The following shall be limited by the permittee as specified:
Effluent
Characteristic
Total Suspended Solids,
mg/1
Discharge Limitation Other Limitations
in mg/1 (lbs/day) (Specify Units)
Daily Daily
Average Maximum Average Maximum
55 mg/1 110 mg/1
Total Settleable Solids,
ml/1 30 minute 0.1 ml/1
Turbidity, JTU 50 JTU
pH*
For the purposes of this subsection, the daily average discharge is the total
discharge by weight during a calendar month divided by the number of days in the
month that the production or commercial facility was operating.
For the purposes of this subsection, the daily maximum discharge means the
total 'discharge by weight during any calendar day.
*The pH shall not be less than nor greater than
-9-

(b) The following shall be monitored by the permittee as specified:
Sample
Frequency Type
Total Suspended Solids, mg/1 Monthly Grab
Flow, MGD Monthly Instantaneous
pg Monthly Grab
Total Settleable Solids, m1/1 30 minute Daily Grab
Turbidity Daily Grab
• Monitoring shall be conducted in accordance with the "Regulation Relating to
Monitoring and Reporting Wastewater Discharges and Their Effect Upon Receiving
Waters", adopted by the North Carolina Board of Water and Air Resources on May 17,
1973.
-10-

Schedule of Compliance for Effluent Limitations
(a) Permittee shall achieve compliance with the effluent limitations specified
above for discharges from
in accordance with the following schedule:
(1) Report of Progress
(2) Report of Progress
(3) Completion of final plans by
(4) Award of contract or other
commitment of financing by
(5) Commencement of construction by
(6) Report of construction progress
(7) Report.of construction progress
(8) Report of construction progress
(9) Completion of construction by
(10) Attainment of operational level by
June 1. 1974
June 30. 1974
June 30, 1974
(b) The permittee shall submit to the permit issuing authority the required
report of progress or, where a specific' action is required in (a) above to be taken
by a certain date, a written notice of compliance or noncompliance with each of the
above schedule dates, postmarked no later than 14 days following each elapsed date.
Each notice of noncompliance shall include the following information:
(1) A short description of the noncompliance;
(2) A description of any actions taken or proposed by the permittee to
comply with the elapsed schedule requirement without further delay;
A description of any factors which tend to explain or mitigate
the noncompliance; and
(3)
(4) An estimate of the date permittee will comply with the elapsed
schedule requirement and an assessment of the probability that
permittee will meet the next scheduled requirement on time.

Limitation of Discharges of Oil and Hazardous Substances in Harmful Quantities
The permittee shall not discharge oil into or upon surface waters or adjoining
shorelines except in accordance with the provisions of North Carolina General Statute
143, Article 53 or regulations adopted thereunder. In addition, the permittee shall
not discharge toxic substances into or upon surface waters or adjoining shorelines
in quantities defined as harmful in regulations promulgated by the North Carolina
Board of Water and Air.Resources pursuant to General Statute 143-215. Nothing in
this permit shall be deemed to preclude the institution of any legal action or relieve
the permittee from any responsibilities, liabilities, or penalties to which the
permittee is or may be subject under the provisions of North Carolina General Statute
143-215, or under any other Federal or State law or Regulation.
Limitations of Visible Floating Solids and Foam
The permittee shall not discharge floating solids or visible foam.
Disposal of Collected Solids
(a) Intake Water Treatment. Solids, sludges, dirt, sand, silt, or other
pollutants separated from or resulting from treatment of intake or supply water
prior to use by the permittee shall be disposed of in such manner as to prevent
any pollutant from such materials from entering the State's surface waters except
as may be allowed by a permit issued therefor. Any live fish, shellfish, or other
animals collected or trapped as a result of intake water screening or treatment may
be returned to their natural aquatic habitat.
(b) Wastewater Treatment. Solids, sludges, filter backwash, or other
pollutants removed from or resulting from treatment or control of wastewaters shall
be disposed of in such manner as to prevent any pollutant from such materials from
entering the State's surface waters.
Noncompliance with Effluent Limitations
(a) If for any reason the permittee does not comply with or will be unable to
comply with any daily maximum or daily average effluent limitation specified in
this permit, the permittee shall immediately notify the Office of Water and Air
Resources by telephone at Fayetteville, N. C. 919-485-8117 and provide
the permit issuing authority with the following information in writing within five
days of such notification:
(1) Cause of noncompliance;
(2) A description"of the noncomplying discharge including its impact
upon the receiving waters;
(3) Anticipated time the condition of noncompliance is expected to
continue, or if such condition has been corrected, the duration of
the period of noncompliance;
(4) Steps taken by the permittee to reduce and eliminate the noncomplying
discharge; and
-12-

(5) Steps to be taken by the permittee to prevent recurrence of the
condition of noncompliance.
(b) Permittee shall take all reasonable steps to minimize any adverse impact
to navigable waters resulting from noncompliance with any effluent limitation
specified in this permit, including such accelerated or additional monitoring as
necessary to determine the nature and impact of the noncomplying discharge.
(c) Nothing in this permit shall be construed to relieve the permittee from
civil or criminal penalties for noncompliance, whether or not such noncompliance
is due to factors beyond his control, such as equipment broken, electric power
failure, accident, or natural disaster.
Provision for Electric Power Failure
The permittee shall either
(a) no later than , certify in writing to the
permit issuing authority that the permittee has installed or provided for an al-
ternative electric power source and appurtenant facilities sufficient to operate
all facilities utilized by permittee to maintain compliance with the terms and
conditions of the permit; or
(b) no later than thirty days after the effective date of this permit,
certify in writing to the permit issuing authority that upon the reduction, loss,
or failure of one or more of the primary sources of electric power to any facilities
utilized by the permittee to maintain compliance with the terms and conditions of
this permit, the permittee shall halt, reduce, or otherwise control production and/or
all discharges in order to maintain compliance with the terms and conditions of this
permit.
Prohibition of Bypass of Treatment Facilities
The diversion or bypass of any discharge from facilities utilized by the
permittee to maintain compliance with the terms and conditions of this permit is
prohibited, except (i.) where unavoidable to prevent loss of life or severe property
damage, or (ii) where excessive storm drainage or runoff would damage any facilities
necessary for compliance with the terms and conditions of this permit. The permittee
shall immediately notify the North Carolina Office of Water and Air Resources in
writing of each such diversion or bypass in accordance with the procedure specified
above for reporting noncompliance.
Spill Prevention and Containment Plan
- Within 90 days of the effective date of this permit, the permittee shall pre-
pare and submit to the permit issuing authority, a Spill Prevention, Containment,
and Countermeasure Plan for the facility covered by this permit. Such plan shall •
include the following information and procedures relating to the prevention of
spills and unauthorized discharges of oil and hazardous or toxic substances:
(a) a description of a reporting system to be used to notify immediately
persons responsible for management of the facility and appropriate State and
Federal authorities;

(b) a description of equipment or facilities (including overall facility
plot) for the prevention, containment, or treatment of spills and unauthorized
discharges;
(c) a list of all oil and hazardous materials used, processed, or stored at
the facility including the normal quantity maintained on the premises for each
listed material;
(d) a brief description of any spills or unauthorized discharges which occurred
during the 36-month period preceding the effective date of this permit and subsequent
measures taken by permittee to prevent or to reduce the possibility of further spills
or unauthorized discharges; and
(e) an implementation schedule for additional equipment or facilities
which might be required for (b) above, but which are not yet operational.

This Permit shall become effective on the date of the issuing authority's
signature. This•permit and the authorization to discharge shall expire on midnight
. Permittee shall not discharge after the above date
of expiration. In order to receive authorization to discharge beyond the above date
of expiration, the permittee shall submit a written request for extension of this
permit no later than 180 days prior to the above date of expiration.
Signed this the
Permit No.
day of
Effective Date
E. C. Hubbard, Director.
Office of Water and Air Resources

STATE DISCHARGE PERMITS ( fa
Environmental Mailing List
4
FieldServices
Technical Services
Engineering Section
':Applicant (Also -copy of Draft Permit)
(give name and address)
Loot . Gim,DrftW) J �
Q U l-tektU, 0'- ck-ScrAvtee&
c Cc e ij C 7.8O4I
'Applicant's Consulting Engineer
give name and �address)
Nk5sT)ct Ara
c r o2 )
C ? 3S'S
County Health Department
give name
and address)
ea - 1BAtece:141w211-
,WG-db-ari-6
dui -G-
nvironmental Protection Agency
r. Paul J. Traina,.Director
Enforcement Division
Region IV
nvironmental Protectio Agency
1421 Peachtree Street, Id'. E.
tlanta, Georgia 30309
.Department -of Human Resources
(A -II Waters Only)
`;Mr. Marshall Staton, Chief
.Sanitary Engineering Section
Division of Health Services
N. C. Department of Human Resources
Raleigh, North Carolina
/ / .Inland Waters
Wildlife Resources Commission
Dr. Fred Fish, Environmental Coordi
Room 400, Albemarle Building
325 North -Salisbury Street'`
Raleigh, North Carolina
Coastal Waters
Division of Commercial and Sport
Fisheries
Mr. Edward G. McCoy, Commissioner
Post Office Box 769
Morehead City, North Carolina
Adjoining Property Owners
(give names and addresses)
0:Za.
9-4"43/

STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
Office of Water and Air Resources
Post Office Box 27687
Raleigh, North Carolina 27611
FACT SHEET
APPLICATION FOR PERMIT
TO DISCHARGE TREATED WASTEWATER
T0 THE SURFACE WATERS OF THE STATE
1. SYNOPSIS OF APPLICATION
a. Name and Address of Applicant
Lessees of B. V. Hedrick Gravel and Sand Company
P. 0. Box 8
Lilesville, North Carolina 28091
b. Description of Applicant's Operation
Gravel and Sand Mining, Processing, and Sales
SIC No. 1442
c. Nature of Wastewater
Wastewater originates from gravel washing operation
d. Applicant's Receiving Waters
The proposed receiving stream is Island Creek, Class D, Yadkin -Pee Dee
River Basin. The minimum flow is 0.0 cfs.
2. DESCRIPTION OF PROPOSED WASTEWATER TREATMENT FACILITIES, WASTEWATER CHARACTERISTICS,
AND EFFLUENT LIMITATIONS
a. The applicant proposes to construct adequate settling ponds and recycle
facilities for removalof silt from the wastewater before any discharge
to the receiving stream. Discharges are only anticipated to occur during
periods of heavy rainfall. During normal times, clarified water will be
pumped to holding ponds and conserved with none flowing to the receiving
stream. Applicant proposes either dredging of ponds or additional pond
construction or both to maintain the operational levels for adequate silt
removal over a long period of time.

PUBLIC NOTICE
STATE OF NORTH CAROLINA
BOARD OF WATER AND AIR RESOURCES
RALEIGH, NORTH. CAROLINA
NOTIFICATION OF INTENT TO ISSUE
WASTEWATER DISCHARGE PERMIT
Pursuant to Article 21 of Chapter 143, General Statutes of North Carolina,
as amended, Public Notice of Intent to Issue Wastewater Discharge Permit is
hereby given,by the North Carolina Board of Water and Air'Resources. The Lessees
of B. V. Hedrick Gravel and Sand Company, located on Highway 74 East near the
Town of Lilesville,.Anson County, North Carolina, have filed a valid Application
for Permit with the Board requesting approval of the Company's proposal to
construct and operate settling pond's to adequately remove silt and settleable
matter. Under normal conditions there will be no discharge to the surface
waters, all excess settled water being conserved and reused ia.the plant. During
periods of heavy rainfall, excess water may be discharged from the settling ponds.
A condition in the Permit shall be included limiting the Company to a maximum -
daily effluent 30 minute settleable solids of 0.1 m1/1 and turbidity not to exceed
50 JTU.
On the basis of preliminary staff review and application of Article 21 of
Chapter 143, General Statutes of North Carolina, and other lawful standards and
regulations; the North Carolina Board of Water and Air Resources proposes to issue
a Permit to discharge effective •
and subject to specific pollutant limitations and special conditions.
Persons wishin:g°to comment upon or object to the proposed determinations are
invited to submit name in writing to the' above address no later than
All comments received prior to that date will be considered in the formulation
of final determinations regarding. the application. A public hearing nay be held
where the -Director of Water and Alt Resources finds a significant degree of -public
interest in a proposed Permit
A fact sheet containing additional details about the application and the
proposed determinations, a copy of the draft Permit; a sketch showing the exact
location of discharge, and. additional information on hearing procedure are available
by writing or ealling the Office Of Water and Aix Resources. ' The application and
other information are on file at the Office of Water and Air Resources, 216 West
Jones Street, Raleigh, North Carolina, and may be inspected during normal working
hours. Copies of the information on file are available upon request and payment
of the cost of reproduction. A11 such comments or requests regarding this matter
should make reference to Application No. 740132. Please bring the foregoing to
the attention -of persons whom you know will be interested.
E. C. Hubbard, Director
Office of Water and Air Resources
Date:
r

Nay 11). 1973
nFTIn5r, nTL
mFfiai RECEin =QUESTED
igore.R.4.40**
E6 A. Coodznn
Lessees of h Vo liodTick Oravel and E4ind CompanY
P.0. Elox 8
Lilcsvillfi, North C,-.i•tPlip4 28091
ir.
p.R•
• j.,
•zp
•Air)
Qo uA:_-
; .
6ubject; WaStewater Ilischaresi.nc2i1tation
Tstand Croak
Ivason. County, EOrth Carolina
Vlay 9. 1972 aux; nain on Apra !3, 3:973 bers Qf the staff
of this Office inspected the wastewater treatmc;at (sett/ins) facilities
s en?. int; yo r t,o1r0 any a
Crt the occasion of both inspections the pottIil facilit,ies ware
Cound to be inadequate and vioLttions of water quality standards were
me5aSured dotc fton yeu.i: operation. In 4 :Lotter LC4 you on June
29, 1972 je4cs L. f."7,1ett of this Office you were_uotifted
of dm violatioto mRasuted Z.lay 1972. To dates no ProPosals for
plan adequate $ettlinF; or treatment before dischatge have been
aubmItted to thl,s Uillfully Causinz, Or pe;mUting Tgautz ts.0 be
d1scharg2d to or inte=ixed with the waters of tb.e Su ato in violation'
of tho applicable 1•4,1ter cwlity standards is a violation of Ceneral Statute
1113*215.1(4)(v) of the 2tate of Worth Oziallina.
• Therefom you arg hereby instrUoted Lo tnform this OffIce iin
30 klaya of the ertifi.e,4 receipt date of tiAs letter. 0.7 the raeasure'$
to he tal.:'xn by the testJ.cea,of aocirf.elf, f.d Gravel f..,ompany to
into e=plielace with the.Conerat 5t4ItUte,0 These moasures ebould
be Stated in the form of a, foTal enoAncerinc propoaal and time schedule
:For olzaf the necasa.T.y TiorN3. Y,eilQre to meet this Tequirement
w::11 restlt in the mIzttet bo..111 .-zeft7,Troei to the Water 4iad Air Quality
Conttol ttee of the .1;oard of Uater and aosources for whatevor
action is felt a7)proplsiato and necessary.

Can ei further
r4
; w ,i' * Oft McKenztt
OatOt trdoo.

NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
OFFICE OF WATER AND AIR RESOURCES
Water Quality Division
P. O. Box 27687
Raleigh, North Carolina 27611
REPORT OF Investigation of Siltation Problem - Island Creek
Place visited B. V. Hedricks Gravel & Sand Co.
Address
Li,lesville� N.,C.
By Whom Mr. John E. Paul, Chemist
Persons Contacted
Date April_5
River Basin Yadkin.�Pee Dee
Time Spent ___3hours
Mr. E. A. Goodman, er; Mr. Billy Weaver, General Superintendent
19_ 73
Reason for Visit __Request of Mining Division for evaluation of wastewater treatment
facilities at B. V. Hedricks & Company and siltation problem in Island Creek
Copies to: Mr. J. Craig McKenzie, Mining Division
REPORT:
On April 5, 1973 the writer visited the B. V. Hedricks sand and gravel pits
in Anson County and met with Mr. E. A. Goodman. IN later telephone conversations
t1}e writer conferred with Mr. Billy Weaver, the chief engineer and general superintenden
Sand and gravel mining operations have been carried out for over 50 years at
the present site and the only official contact with this Office has been through
the submitting of copies of Corps of Engineers permit applications.
The present water usage in the gravel washing operation is 10,000 gal/min
obtained from Island Creek as that Creek leaves the property of W. R. Bonsal Sand
& Gravel Operations upstream. There are ponds to settle and clarify this water
before use. On the day of the investigation this stream from Bonsal was
exceptionally high in silt. After usage of the water in gravel washing it is
discharged to another series of ponds for clarification. Approximately two-thirds
of the water is recycled from surface drains and reused in the gravel washing. The
remaining one-third (approximately 2 MGD) is drained off the bottom with the settled
silt and is discharged into Island Creek. On the day of the investigation a
measurement of settleable solids in Island Creek at N.C. 145 approximately 12
miles downstream of the discharge point was 250 ml/1. Mr. J. L. Chocklett of this
Office measured a turbidity of >500 jtu and a settleable solids of 200 ml/1 at
this point on May 9, 1972. The present plans of the company are to completely
end the discharge, of wastewater to the receiving stream by a system of total recycle
through the construction of two ponds with dredging capability. A tentative date
for the completion of these facilities and ending of the discharge was stated by
Mr. Weaver as December 1973. The original plans included only one dam and one
large pond, but to facilitate dredging aswell as to circumvent the necessity for
WQ ;:19
Revised 4/26/72

Page 2
a dam construction permit, two smaller ponds were decided upon.
It is recommended that the Lessees of B. V. Hedrick Gravel & Sand Company be
notified that violations of water quality standards attributableto their operation
have been measured on two different occasions and that plans be required with 30
days indicating how the company will correct the existing situation and come into
compliance with water quality standards.

r:
June" 29,. ,1972
Mr. 2.'' A. Goodman
�3eneal Manager
.� V. Ucdrick Gravel and Sand _ Company
11a ©'" tox S " •
Lilesville, North Carolina 28091
ear
rs
dmans
Subjects Wastewater i)ischarge from':
`.. CraveL nd SAnd cipesationsi
...investigation of the subject discharge was conducted by the.
sprites on Nay 9, 1972.
einvestigation revelled operatione1,difficulties that, allowed
naidequato` treattaent of your product wastewater. .Water samples were
ollected and they, indicated violations of water quality standards.
In order to provide data for the construction of a sat"isfactory,
rent ' facility, 1 am enclosing the analytical data collected en
Lea' data of ;the investigation..
If 1 may be of any further assistance please advise.
Sincerely yours,
sates L. Chocklett
Regional . Chemist
/cc
!` ': $31C. E: P... Benton'
Mv., Craig McKenzie
ncl

ANAL rtcAL DATA COLLECTED ON MAY 9, 1972
e. to dud fond

`STATE OF. NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
Box 27687-
Raleigh 27611
J AMES E. HARRINGTON
SECRETARY
TELEPHONE
AREA CODE 919-829-4984
March 13, 1973
Mr. E. A. Goodman, Jr.
Lessees of B. V. Hedrick Gravel & ,Sand Company
P . O. Box 425
Swannanoa, North Carolina 28778
Dear Mr. Goodman:
On February 27, 1973, Mr. W. T. McDaniel of the Minerals Research:
Laboratory in Asheville and I visited your B. V. Hedrick Mine in Anson
County in the company of your Mr. West. The Laboratory has conducted a
very preliminary examination of clay slimes using samples submitted to.
them 'by your Mr. Wall at my suggestion. Mr. McDaniel wanted to ,become
familiar with your. processing operation and your waste water disposal
system. Mr. McDaniel was looking at your clay slimes both from the
standpoint of possible recovery for salable products and from the
standpoint of efficient disposal. Preliminary data from the original
samples do not indicate any immediately salable product nor anyeasy
solutions to the disposal problem. The Laboratory has a great deal
.of expertise and experience in mineral recovery problems,and Mr. McDaniel
'willbe happy to work with you further should you desire to pursue, this.;,
matter.
•
JA'MES°E„.:HOLS sER, JR.
GOVERNOR
Your application for a mining permit. was approved and the permit
subsequently issued on July 20, 1972. Your applicatim for a permit: stated
-that an application for a waste water discharge permit from the Office of
Water and Air Resources, Department of Natural and Economic Resources,had
been applied for on July,1, 1971. To complete the information in:.your...
.application, for a mining permit, I will; -require a -copy °of your.waste
water discharge permit.if--one has been issued. If such a.permit has not
.been'issuedl, :I will require a copy of your application and a time schedule'
for compliance with the. applicable. waste water discharge standards.
Your Mr.',Weaver had previously indicated to. me your company's intention -
to construct an earthen dam to impound the clay slimes contained.in;your,,.;
waste water discharge. ,Subsequently, Mr. R. J. B. Page of the Office of
Water and Air Resources and I visited the site of the proposed dam with your.
-Mr. Weaver.. The requirements of the Dam Safety Law were discussed at this.::
meeting. Should it be your intention to build this or other dams,,, -I will
require for addition to your application for. a mining permit, a copy of your
permit to construct this dam if one has been issued. If the permit has not:..
,been issued, I will require a copy of your application for such, a permit and -.-
a: time schedule of.your proposed. construction.

During the past yearI have taken it upon myself to attempt to
utilize the resources of the State in the way of technical, expertise
and assistance as they apply to your mining and processing operations..
My office, the Office of Water and Air Resources, the Minerals Research
Laboratory and North Carolina State University are available to you should
you require additional assistance. Please feel free to contact any of
us at any time for any assistance that we might offer.
I will look forward to receiving the appropriate information.
regarding waste water discharge and dam construction in the near future.
Very truly yours,
// J. Craig cKenzie
State Mining Engineer
Mining Division
JCM:vsl

May 4, 1973
Mr.. Bi11y Weaver
General Superintendent
Lessees of B. V. Hedriek and Sand Company_
P. O. Box 8 •
Lilesville, North Carolina:
Dear Mr.. Weaver,'
In my letter of May 3, 1973,. I made reference to the Certified Letter
to Mr. Goodman from Mr. John C. Murdock,, III.' The Certified Letter to be
dated May 11, 1973 will be. sent to Mr: Goodnan from Mr. E. C. Hubbard,
Assistant Director of this Office.
If I can be of further service or offer additional clarification,
do not hesitate to contact me. ,
Sine ely,
John E. Paul
Chemist
JEP/cl

May 3, 1973
Mr, Billy Weaver
General Superi ztend nt
Lessees of Bo V. Hedrick Gravel and 'Sand Company
P. 4 Box
L#:lesville. North Carolina 28091 ,
Subjects Temporary Permit Applications
Gravel Washing Wastewater Discharge
laland Creak .
Anson County, tlorth Carolina
Dear Mr. Weave
This is to car h rm € ur conversation of April 26, 1973 in which
we discussed the requirements that would have to be met'. before the
issuance of a Temporary Penult for the continued discharge of silt.
laden .wastrater ' into island Creek.
nc1osed are three Appfi:tations for Temptirary Permit. .4tit.er -you
have reviewed them, please give ire a= telephone call and l will hap
you fill them out in a manner acceptable to ns. Tx of the completed.
applications should be returned to this Office along with the £arms'
proposals and time Schedule as required in the certified letter of tlay
2, 1973 to Mr..E. A. Goodman of your Conpany from x.r. John G. Hume% /II
of this Office.
If i .can be of further.aesisi:anee in thf; Or .other, matterso
not hesitate to contact me.
Enclosures
3E14 1
Cc: fir. J. Craig P cKen ie

-. January 4,1973.,
Koonce,, Noble & Associates
P. O. Box 1027
Lumberton, North Carolina 28358
Subject: Revised Application Forms and
Regulation 2-82
Dear Mr. Koonce:
Enclosed please find application forms and a copy of the appropriate
regulation as requested for your use in working with the Lessees of B. V.
Hedrick Gravel & Sand Company in Lilesville. The matter of Temporary Permit
extension for the Company should be going to public notice soon, and it is
hoped to have the operation and discharge peruit applicatiowand materials
on file by the second week in February, 1974 for review and processing
before the Temporary Perait extension expires March 31, 1974.
If we can be of further assistance in this or other matters do not
hesitate to contact us.'
Sincere
n E. Paul
emist
Enclosuree.
cc: Mr. Billy Weaver
JEP/cl

Pw
yp J jrnJ'
U�
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
Box 27687 Raleigh 27611
c?L' Q,.
i�^•
v
Se atember 28, 1972
00 '`�:
CHARLES W. BRADSHAW, JR.
SECRETARY
WS 72 RJBP
ROBERT W. SCOTT
GOVERNOR
Office of Water and Air Resources
GEORGE E. PICKETT, DIRECTOR
TELEPHONE [phone]
MEMORANDUM FOR RECORD
ACT: Dam Safety- Hendrick Sand and. Gravel, Lilasville,, Anson County
Today I visited this plant with Craig McKenzie, and both his men of
the Mining Division._ We saw Billy Weaver, Bob Ward, and'one other, and
toured the operation. They do not have a dam right now, but have been advised'
that they must stop discharging turbid material(actwolly a clay slurry) into,
the stream, and they are planning to build a dam on Island Creek about 3 miles
meet of N. C. 145 for this purpose, with. construction planned for this fall.
Mr. Weaver agreed to make some sketches and send them to me for dam safety
approval; he does not so far plan to use a professional engineer on the plan-
ning,, but we left it that we would have to discuss this requirement of the
Dam Safety Law further. .
Craig McKenzie has some calculations worked out with Page Denton whi.lh
show that the sOl ds to be -trapped by the dam will amount to about 736 scx'e-
feet per year, and that with the size dam proposed (60435 feet deep at the dam),
this will last for only a year or two. Craig M. Feels that this is not a
solution and will in fact be money wasted; and that the real solution would
be to pump the slurry back over the hill into mined -out pits and have an a7.-.
most closed system, like Bonsal has. We should consider this point when we
receive anything from Billy Weaver for construction of the dam.
This is a case of aanpraval of a new dam, and not one for which consultant
services are needed.
R. J. B. Page, Chief
Division of Waterways & Seashore
cc yir. Darwin Coburn
DIVISION OF DIVISION OF DIVISION OF DIVISION OF DIVISION OF DIVISION OF
AIR QUALITY WATER MANAGEMENT WATER QUALITY GROUND WATER WATERWAYS & SEASHORE PLANNING

//ed7z,
June 29, 1972
Mr. Goodman
General Manager
B. V. Hedrick Gravel and Sand Company
P. 0. Box 8
Lilesville, North Carolina 28091
Subjects Wastewater Discharge from
GrayeLl_an& Sand Operations
Dear Mr. Goodman:
An investigation of the subject discharge was conducted by the
writer on May 9, 1972.
The investigation revealed operational difficulties that allowed
inadequate treatment of your product wastewater. Water samples were
collected and they indicated violations of water quality standards.
In order to provide data for thiconstruction of a satisfactory
treatment facility, Z am enclosing the analytical data collected on
the date of the investigation.
If I nay be of any further assistance please advise.
Sincerely yours,
saes L. CI cklett
Regional Chemist
JLC/ccl
cct Mr. L. P. Benton
Mr. Craig McKenzie
Encl.

ANALYTICAL DATA COLLECTED ON MAY 9, 1972
from
B. V. HEDRICX GRAVEL AND SAND COMPANY
SETTLEABLE
TURBIDITY SOLIDS
POINT JACKSON UNITS ML/L
Discharge to Mud Pond 500 230
Island Creek at N.C. 145 ' \ 500 200
State Stream Standards not to increase 0.1
by more than 50

LESSEES OF •
B. V. HEDRICK GRAVEL & SAND CO.
TELEPHONE: 84B-4165-4166
LILESVILLE, N. C.
AREA CODE: 704
Quartzite • Gravel • Sand • Ballast
BOX B LILESVILLE, NORTH CAR❑LINA 28091
March 30,1989
Mr.R.Paul Wilms
NC Dept.of Natural Resources & Comm.Development
Division of Environmental Management
P.O.Box 27687
Raleigh, North Carolina 27611-7687
SUBJECT: Proper Permit Number
Dear Mr. Wilms:
MAR 1989
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Several days ago, I received from your office our permit to
discharge wastewater. Upon reading the permit, I found several
different p.ermit numbers listed for this operation.
I feel these pages should be returned to you for correction. At
the present time our number is NC 0004421.
Thank you for your attention regarding this matter.
Sincerely,
LESSEES OF B.V.HEDRICK
• GRA•VEL AND SAND COMPANY
Robert T. Wall
Director of Environmental Affairs
RT W: s
Four Enclosures

STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
Box 27687
JAMES E. HARRINGTON
SECRETARY
TELEPHONE
AREA CODE 919-829-4984
Raleigh 27611
April 19, 1973
MEMORANDUM TO Mr. John C. Murdock, III
Regional Engineer
FROM: John E. Paul
Chemist
JAMES E. HOLSHOUSER, JR.
GOVERNOR
SUBJECT: Siltation in sland Creek below W. R. Bonsal & Company
Anson County, North Carolina_.
_ On April 5,_1973, while inspecting the settling ponds and siltation
problems of B.V. Hedricks & Company, the writer noted the condition of
Island_Creek as it was leaving the property of W.R. Bonsal_&_Company
and coming on to the .property of B. V. Hedricks. The creek was very
heavy in silt and although no measurements of turbidity or settleable
solids were taken, it is felt that water quality violations were_ _
present. Both Mr. E. A. Goodman of B. V. Hedricks & Company and Mr..
J. Craig_McKenzie of. the Mining Division, Office of Earth Resources,
said that the stream from Bonsal is normally clear and the silt removing
methods satisfactory.
_ It is recommended that a letter be sent to Bonsal & Company re—
questing explanation for the causes of the problem and notification of
the steps taken by Bonsal & Company to correct it.

April 19; 1973
Ht, Fayette 34 McLeod, jr.
W, R. Bonsai & Company
• Ps °it BOX 58 •
Lilesville; Morth Carolina 23091
Subject: Sand andOravel Operations
Siltation in Island Creek
Anson County
Dear Mr. McLeod:
This is to inform you that during an inspection on April 5 1973
in the area of your, and and gravel operations 1t John Ef' Paul of this
office toted that the creek receiving your wastewater discharc7ze was
ereeptionally high in silt. Although no measurements were takens visual
observations indicated violations of %rate r quality standardse •
Your operation has, in the pasts been adequate and cooperative in
ro.intaining water quality in the receiving stream and you should take
whatever action is now necessary to correct the problem observed by
Mr. Paul.
We look forward toreceiving notification from you concerning the
problem and the sttps that have betn taken to correct it, If we can be
of further assistance in this or other -matters; do not hesitate to
contact us
Sincerely,
/
John Q. Murdock.;111
Regional Engineer
cot Mr. J. Craig McKenzie, Mining Division
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