NCG140417_COMPLETE FILE - HISTORICAL_20160301

71-17777�'
STORMWATER DIVISION CODING SHEET
RESCISSIONS
PERMIT NO.
AC
DOC TYPE
El COMPLETE FILE -HISTORICAL
DATE OF -
RESCISSION
❑ dol& 0
YYYYMMDD

Energy, Mineral
and Land Resources
ENVIRONMENTAL, OUALITV
Ms. Winnic Jenkins
Concrete Service Company, Inc.
P.O. Drawer 1867
f-ayetteville, NC 28302
Dear Ms. Jenkins:
PAT MCCRORY
Governor
rrZ•��r:u.�c��is��r.�a�a��s��r�ly
.4ecrrualy
TRACY DAVIS
March 1, 2016 r,freciur
Subject: Rescission of NPDES Stormwater Permit
Certificate of Coverage Number NCG140417
Cumberland County
On December 15, 2015, the Division of Energy, Mineral and Land Resources received your
request to rescind your coverage under Certificate of Coverage Number NCG140417, In
accordance with your request, Certificate of Coverage Number NCG140417 is rescinded
effective immediately.
Operating a treatment facility, discharging wastewater or discharging specific types of
stormwater to waters of the State without valid coverage under an NI'DES permit is against
federal and state laws and could result in fines. If something changes and your facility would
again require stormwater or wastewater discharge permit coverage, you should notify this office
immediately. We will be happy to assist you in assuring the proper permit coverage.
If the facility is in the process of being sold, you will be perflorming a public service if you would
inform the new or prospective owners of their potential need for NPDES permit coverage.
I f you have questions about this matter, please; contact us at 919-707-9200, or the Stormwater
staff in our l'ayettcville Regional Office [phone],
Sincerely,
ORIGINAL SIGNED BY
BETHANY GEORGOWAS
for Tracy E. Davis, PE, CPM, Director
Division of 1lnergy, Mineral and Land Resources
cc: Fayetteville Regional Office
Stormwater Permitting Program
Central Filcs - w/attachments
State of Na1h Carolina Enviroumenml Quality I Energy, Mineral and Land Resources
1612 Mail Service Censer 512 North Salisbury Strecl I Raleigh, North Carolina 27699-I612
919 707 9220 T

�'� • Division of Energy, Mineral & Land Resources
IF Land Quality Section/Stormwater Permitting Program
NCDENRNational Pollutant Discharge Elimination System
EI F4..EW —b Nc — A�
RESCISSION REQUEST FORM
FOR AGENCY USE ONLY
Date Received
Year
Month
Da
Please fill out and return this form if you no longer need to maintain your NPDES stormwater permit.
1) Enter the permit number to which this request applies:
Individual Permit (or) Certificate of Coverage
N4 fiCa : 5; '1N lcrr� IG„
2) Owner/Facility Information.
t Final correspondence will be mailed to the address noted below
Owner/Facility Name �l1 �1L11` litlL
Facility Contact
Street Address
City
County
Telephone No.
313
.Lo-'1
3) Reason for rescission request (This is mguired information. Attach separate sheet if necessary):
Facilit closed r is closing on N�1 ��� . All industrial activities have ceased such that no discharges of
stormwater are contaminated by exposure to industrial activities or materials.
❑ Facility sold to on If the facility will continue operations under the new owner it
may be more appropriate to request an ownership change to reissue to permit to the new owner.
Other:
4) Certification:
I, as an authorized representative, hereby request rescission of coverage under the NPDES Stormwater Permit for the
subject facility. I am familiar with the information contained in this request and to the best of my knowledge and belief
such 1 nformation A true, complete ancypccurate.
Signature
0
Date i
N Es
Title
FAY BLOCK
: CONCRETE SERVICE NPDES Permit Coverage Rescission
Stormwater Permitting Program pp..�������
D.R. ALLEN SDN, INC. COMPANIES ' K
I, "Carolina's AGC Pinnacle Award Winner" - 1612 Mail Service Center
Raleigh, North Carolina 27699-1612
. WINNIE JENKINS _
HR 1 Safety /-Environmental Director ,, Raleigh, North Carolina 27699-1612 ��4,'I�r{;�ilD;QilAlilTy
7 63001 FAX: [phone] tM
P.o. Drawer 1867/130 Builders Blvd. Phone: [phone] Ext. 313 -�
Fayetteville, NC-283D2' -,,Toil: 1-800.326-9198 t l �
Email: [e-mail] _ Fax: [phone]D ' �ty Affirmative Action Employer

Alexander, Laura
From:
Lawyer, Mike
Sent:
Tuesday, January 19, 2016 2:07 PM
To:
Alexander, Laura
Subject:
RE: NCG140417 Rescission Request
Follow Up Flag:
Follow up
Flag Status:
Flagged
Laura,
I was able to conduct a site visit for this one today. Facility has been shut down and all materials removed from the site
as indicated on the form. Please proceed with rescission of permit coverage.
Thanks,
Mike
Michael Lawyer, CPSWQ
Environmental Program Consultant
Division of Energy, Mineral and Land Resources I Land Quality Section
North Carolina Department of Environmental Quality
910 433-3394 office
mike. lawyer(a�ncdenr,gov
225 Green Street, Suite 714
Fayetteville, NC 28301
Ernad correspon fence :c and frofr, !,-; 3cldress is subje- rl'
North ,, aroftni PaWfli ,records ? ' n ; y be disclose:'- third par:!
From: Alexander, Laura
Sent: Thursday, January 14, 2016 9:24 AM
To: Lawyer, Mike <[e-mail]>
Subject: NCG140417 Rescission Request
Mike,
Here is another request. in Cumberland County.
Thank you,
Laura
From: scanner.942A.archRncdenr.;ov[mailto:scanner.}=_;2A.-iirchCc'or,_Conr. ov]
Sent: Thursday, January 14, 2016 9:57 AM

A
TA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Richard R. Allen, Jr.
Concrete Service Company, Inc.
130 Builders Blvd
Fayetteville, NC 28302
Dear Mr. Allen:
Donald R. van der Vaart
Secretary
March 5, 2015
Subject: NPDES General Permit NCG140417
Concrete Service Company, Inc.
Formerly Southeastern Concrete Products
of Fayetteville, LLC
Certificate of Coverage NCG140417
Cumberland County
Division personnel received your request to revise your stormwater permit Certificate of
Coverage to accurately reflect your new company and/or facility name.
Please find enclosed the revised Certificate of Coverage. The terms and conditions contained in
the General Permit remain unchanged and in full effect. This revised Certificate of Coverage is
issued under the requirements of North Carolina General Statutes 143-215.1 and the
Memorandum of Agreement between North Carolina and the U.S. Environmental Protection
Agency.
If you have any questions or need further information, please contact the Stormwater Permitting
Program at [phone].
Sincerely,
Oi-,!G`NAL SIGNED BY
BETHANY GEORGOULIAS
for Tracy E. Davis, P.E., CPM, Director
Division of Energy, Mineral and Land Resources
cc: Fayetteville Regional Office
Stormwater Permitting Program Files
Central Files
Division of Energy, Mineral, and Land Resources
Energy Section - Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:Ilportal.ncdenr.org/web/Ir/
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140417
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Concrete Service Company, Inc.
is hereby authorized to operate approved wastewater treatment system(s) and discharge
stormwater and/or wastewater, as approved in the original perm itlapplication or subsequent
permit modification, from a facility located at:
1101 S. Reilly Road
Fayetteville
Cumberland County
to receiving waters designated as a UT to Beaver Creek , a class C water, in the Cape Fear River
Basin in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in accordance in Parts 1, 1I,1I1, and 1V of General Permit No. NCG 140000 as attached.
This certificate of coverage shall become effective March 5, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day March 5, 2015.
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

A� Division of Energy, Mineral & Land Resources
Land Quality Section/Stormwater Permitting
RCDENR
National Pollutant Discharge Elimination System
'w PERMIT NAME/OWNERSHIP CHANGE FORM
FOR AGENCY USE ONLY
Date Reeeived
Year
MorAh
Day
1. Please enter the permit number for which the change is requested.
NPDES Permit (or) Certificate ofCoverage
11. Permit siatus prior to requested change. Sa hea��ear a 5
a. Permit issued to (company name):
b. Person legally responsible for permit: t,'Ti- -A�k St i t 7-5
�MFirst { Ml Last
y
Title
Permit Holder Mailing Address
City Stale Zip
_ qlt> ) -1L`1 -c,I co Salo }„qSi, - 97 -.-
Phone ,,F����'�y
C. Facility name (discharge):C°''t
d. Facility address: )co I- a-u 1
w Address 14
4-4-c II-e, (_
City state Zip
e. Facility contact person: (a lD) -J U L(-o I v 0
First / MI / Last Phone
Ill. Please provide the following for the requested change (revised permit).
a. Request for change is a result of. Change in ownership of the facility
❑ Name change of the facility or owner
If other please explain:
b. Permit issued to (company name): ' (' ,rot f L CvW� C
c. Person legally responsible for permit: W fillen 2•
First Nil Last
RECEIVE� 'title
V G ) 30 �Qu'IcL AI;W -
D 2015 _ Permit Holder Mailing Address
Nt j_ttie AC�3n --
DENR-1-01D QUALITY Gly ._ State T Zi
STORMWATER PERMITTING 9/O ) , - 19 a/ Cdn�t
Phone E-mail AdWess
d. Facility name (discharge):
e. Facility address: /t'TC�/ Rer / -
Address
Face lle . _. NC $31
City State Zip
f. Facility contact person: WlI j i-ord D, _ J�A k-za
First MI Last
( rc�,- Z43a3-�/9r4 ajinaj�, jeAtial 1_ _ ocr.C�vit
Phone E.-Mail Address
IV. Permit contact information (if different from the person legally responsible for the permit)
Revised Jan. 27, 2014

NPDES PERMIT NAMEIOWNERSHIP CHANGE FORM
Page 2 of 2 p /
Permit contact: �(I�%11?t7la �Ql?�d r1S
First MI Last
HR,T�;��ur��nrnanyrftz� �rrrP��4,C�
Title
t Lev l /d lVd
Mailing A�dnss
City State Zip
/D 3a3 - q 199
Phone E-mail Address
V. Will the permitted facility continue to conduct the same industrial activities conducted prior
to this ownership or name change?
El soufo e
No (please explain)
V1 Required Items: THIS APPLICATION WILL BE RETURNED UNPROCESSED IF ITEMS
ARE INCOMPLETE OR MISSING:
(� This completed application is required for both name change and/or ownership change
requests.
Legal documentation of the transfer of ownership (such as relevant pages of a contract deed,
or a bill of sale) is t u' eta for an ownership change request. Articles of incorporation are
not sufficient for an ownership change.
.....................................................................................................................
The certifications below must be completed and signed by h9th the permit holder prior to the change, and
the new applicant in the case of an ownership change request. For a name change request, the signed
Applicant's Certification is sufficient.
PERMITTEE CERTIFICATION (Permit holder prior to ownership change):
I, , attest that this application for a name/ownership change has been reviewed and is accurate and
complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information is not included, this application package will be
returned as incomplete.
Inc
Signature Date
APPLICANT CERTIFICATION
1, ' . attest that this application for a name/ownership change has been reviewed and is accurate and
complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information is not included, this application package will be
returned as incompl te.
Signature Date
PLEASE SEND THE COMPLETE APPLICATION.PACKAGE TO:
Division of Energy, Mineral and Land Resources
Stormwater Permitting Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Revised Jan, 27.2014

-._ ...^.74,M. ...y-,crsy ,.t;r .i.re—�a.. �xx-^�n'�:f'r,"d, ,r.�, r.'.�- � a. -re.�" .':'"�'TP.�`�y.€�'�r� e�.r-i .:�.-" rry�.y, � r9,;,� ,',;S.i ,:`.f_�He �w�,r�'7;t5".::7yx ..•x�4'..,'^.�r!!3'C"-�'•�i"'�•;"�4'
SETTLEMENT STATEMENT
PURCHASER: Concrete Service Co., Inc.
SELLER: Southeastern Concrete Products of Fayetteville, LLC, Manchester Trucking
LLC and Ilubert D. Sellers, Sr. '
PROPERTY: All Assets tinder Asset Purchase Agreement (except Real Property)
SALES PRICE: S1;450,000.00
CLOSING DATE; November 19, 2014
PURCHASER;
Purchase Price $1,45000.00
General Descripdon/Allocation of Assets of Seller's Purchased:
Southeastern Concrete Products of Fayetteville, LLC
Concrete Plants S 383,301.00'
Front End Loaders 150,000.00
Concrete Plant Equipment 25,000.00
Mist: shop fixtures,'tools, machinery and equipment, etc 5;000.00
Goodwiil,.Customer List, etc:. 35,000.00
Total Purchased from Southeastern Concrete S 913,341.00
Manchester Truckint; LLC
Front Discharge.Truck Mixers $536,599,00
Hu1�ert_D. Sellers, Sn
Covenant nato compete l 0U.00.
'Total tangible and intangible Assets $1,450,000.00
(excluding Real Property
GROSS AMOUNT.DUE FROM PURCHASER
TELLER:
Purchase Priice Payable by Purchaser $1,450.000.00
Less ellees Ex nses:
Southeastern Con rete Products of Fayetteville, LLC Expenses -
Branch Banking and Trust Company
(shortage owed by.'Wnchester Lands
See attached HUD-1 incorpprated hercin) 32,086 22

,..�,�. .7—�-;>.�..,rrClh ya'�'...,Ns�.�,.�y,.,�s� s:;,Fr^.:�a�=rrC.�,:,s:....;;r'Ki_,���n�gr'`"i;;i�".i1 t �: �; '^ � �s�.c.. -�. r.•o("*�?'�£4�T+;�it' �ai+F6tc�'�'..w�-r,�:4..^ r�i�%^-% �:"l; �; s1.'� '. ..s, •.�
Wells Fargo Equipmenf Finance, Inc. 97,217.39
(Contract no. 0010316582700)
Total Southeastem.Concrete Products of
Fayetteville, LLC Expenses $129303.61
Manchester Trucking Exp _nses;
Branch Banking and Trust Company
(Loan no. 9512318972-00004) 16.102.61
.Branch Banking and Trust Company
(Loan no. 9512318972-00005) 16,107.21
,BB&T Equipment Finance Corp. 43,41i7.07
(Contract no. 23238LS00001)
People's United E uipment Finance Corp. 27,209.00
(Account no. 52983)
Bancorp South Equipment Finance 6,653.65
(Note no. 14094:001 }
Total Manchester Trucking
LLC Expenses: $109,559.54
"TOTAL DISBURSEMENT'S $238,863'.15
.N'E>T AMOUNT DUE TO SELLER:
Net Amount Payable as fallows:
Hubert D. Sellers, Sr. S 100.00
Manchester Trucking LLC S427,039.46
($536,599.00 — 206,776.93)
Southeastern Concrete. Products of Fayetteville LLC $783,997.39
'($913,301.00 -- 129,303,61)
$1,211,136.85

w,s,'"'=n.,�y:{�^-tn. +.,}: :var i#.^R. .1. ` r��•`!! '.'�'" ���.,Ea..�, r.,. 7^ "'4'S'+., '
We, the undersigned, have read the foregoing closing statement, approve and authorize the
expenditures shown therein, and acknowledge receipt of a copy of the statement.
SELLER:
southemitirm C ne to Pr du of F yetteville, LLC
Bye"
N .. e: 44�`hr.r 1j. Se tl{►C�,1 52
Title:1Lae�gf
Manc T kin , L
By."' (MAL)
Title: Y A'ar)t;
Kb-c'&n
(SEAL)
uI7. SeUers,
PURClE1;A,5 ER:
Co to a Co., c.
Name: _. )
Title:
U-* i&amVsset Purchasetaiming DOcumenrsiClm*gS[aIameN2.d=

.-. eye-.,�.�..r�.;��L?K�':7?`�;rS+�rau�i{,_;-�''{'•. _, :.i'a, u�. �.�r,; :X.:t:cs�;•Ri:f.' �_,.i�.,, y_ i4.+',:__
U.S: DEPARTMENT OF HOUSING & UR13AN DEVELOPMENT 1. FHA .2,LIFMHA 3.LjQ0NV.UN1NS. 4.LJVA &I ICOW. INS,
B. FILE NUMBER: 7. LOAN N MBER
SETTLEMENT STATEMENT g, M0RTGAGE IUS CASE NUMBER:
C. NOTE: rMs,fa m is furrdshed to give you a statement of actual s6irlemgni casts. Ameunts paid !o and by the semen Mrd agerrl ere shown. ,
✓tams markad raCf wero paid auWda 1ha dosing, • fhay am shown hers for lnformallaftf purposes and are not lncludedin the totals.
D,'NAVE AND ADORF.SSOFBORRQWF,R:
R RA Constfting, LLC
P. 0.'Drawer W
Fayeusrlile, NC 28302
E. NWEANUAUMCSSOFSELLEft
W nchaster LRnds, LLC
P.O.13ca 26299
Fayetteville, NC 28314
F, NAMEANDADDRESS Orie4DPR:
WA
G. PROPERTYLOCAMN: � -
261. Reilly Rood
Fayeftvifls, NC
Cumbetltui}CourAyTaxPIN 94S7-54-8454
H SE7LEMENTAGENT.. I. SEi7LEMFNTDATE:
McCoy W gulns Cle+eland & O'Connor PLLC
November 19. 2014
PI.ACEOFSE7'TLEMENT
202 Fairway Drive
Fayettevsife, NC 20A
S A
• TR
1 1. Cantrac u6s Price 350 000.00
401. ContractSaiaa Price 350,000.OD
102.'Persoral Pr2pet
402. Personal Pro
103. Settlement Char es to Borrower Line 14 2AO.55
403.
104. -
404. r
105. '
405. 1
106.75 tyrrmp Taxes to
406. C1 bSdwpTww to
107. Cora -saxes to
407, County TAM la
109. Assessments to
408: Assessments' to
109.
401
110.
41 .
St1,
411:
112.-
41z.
12a GROSS AMOUNT OUi<FROM 80RROLVER
352,44&55
420. GROSS AMOUNT DUE TO SEW -EA.
350,000.W
200. AMOUNTS PAID BY OR IN BEHALF OF 130MOWER-.
SM. REDUCTIONS IN AMOUt4T DUE TO SELLER:
201. Deposkt or earnest mo
M
501. Excess DoQosli (See Instructions).
202, PrinCi ai Amount ct New Loan a
-
502. Sellleme"t Charges to Seller (LIM 1400'
15 635.31
203. E)dslnR lonn 31 taken subject to
5C
A EM11 ng 1 a taken autgect to
204.
504. P " o1 first MonMe to W&T
366,4%91
205.
505. of so4xnd Mo 1 e.
206,
509.
207_
507, I
2C8_ i
5U8.
209.
5W.
n t
s t m n Seder
210. Cf mm Taxes to
510. CI own Tams to
211, Courty Taxes to
511. County Tom$ to
212: A936ssments rn
512 Assessmetes to
213,
513.
214.
514.
215. -
515•
-
210.
516.
_
217. -
517.
216.
a
518.
219,
519:
220 TOTAL FWD BY/FOR'BORROWER.
520. TOTAL Rl_OUC770NA44OUNrDZESELUER
382,088:22
O RR
8
301. Gross Arrow Due From Borrower Una 12
352, 55
501. Gross Amount Due To Seller Una 4
: 350000.00
301 Less Amount Paid or BOsrower tJne 220)
(
802. Less Redrrclions Due Se11er tine 5
382,086.
3a713. CASH . X FROM 7O BORROW�t
352 448.55
6W, -CASH TO X 1"ROM SF_Ii EFt
32 068.22
I
HUU-1 (3aeJ Reim he43ad 2

tOM FROM I %rOFRO I
WRROWMI; M.M"
F6H M,,q FU4k4,AT
WMEUIDW GSTR84ESIT
I eon 1 Mue nAV..I —M r^Uur'VI^hl UI M&M I
Doi Fee % to
002, Loan INscount % 1.6
BM. ffal Fee to
804. Credit RoE!2rt Ao
1105.1andw's tnspadion r-eBr tD
800. Mollgage lag. AM. Fee to
W7. Assumption Fee to
808.
8110.
loll.
901: Kwestffbm to 3 mv days %)
W tjRSMInsumncePmmtwn for months to
90. Hazard Insurance Premium for yftrs 10
904.
I 111DO nPPEIMTF WITH I GMIIFH I
1001. Hazard Insurance, -
I002.McgMaIrsurance P—er
1003. Cl own TOMS
1W4. County Tom
1005. Assestrenft
1006. .9 �3 pe-rl--
11007. .-G-s per - - —
11008,
--I
1101, - Settlement or CIOSN Fee
to McCoy Wigorm Cleveland & O'Connor PLIC
1102- Abstract or Title Search
to McCoy Wi�,�im Cleveland & O'Connor PLC
11153, Tit Fmmlnet lon
to
1104. Title hIXW2nc* laIndw
to
1106. Dmment Propardon
to McCojWtoins Cleveland A O'Conricy PLL.0
11I08: INCIMY Fees
to
1107. Attar Fe"
to Mf!a VV44m Cleveland a VComw PLLO
(iwfudo3 above Ifum nombers,--
1108, Tifie Ir4yraaglt
IQ RkI4gqTm&L-TjIIl: Q roup
I 42B.IX
Cowtudos above Iftm numtmB-
Grideft
I I W. O~s Cover
s 230,000.00
1112.
1200 BOYE[wodgIl RwQRpm AN(
1201. Reoord!. Fans: Dead V
26.00: MmIpga S! PZIM03 3
28,00
DoW
�?Vu
.1202.
1201:6mteTaWS�M' Deed
JMet � age
7MOD
1204.
1205.
130Q.AO0MQHAI-=LEb=QMGES
Sure
to
.1301.
13M Pest ins pecdon
to
13M:- 2014 Rd valorem UM
to Cumberland Coup N Tax Collector
345-061 2.590.81
130C 2014 DWS. WO. taws' to Cumberland CcQnTcK Collector
1305.
11400. TOTAL SETTLEMENT CHARGES (Enter on Elms 103, Sadlon J end SU, Section K)
1.648A9I 1?,344.50
635.31i 5
sy pigning Page Of 111-M SIMMIerlt, TrkB StUDWOMM i5fmWwmutM ul a ,, ,,F— —t-r — Y.V. —
mccuf WI , Clevelgrid & O'Coftnor PLC
SelllerrrarTt�g
()RRASWTKE&MVN1141

DISBURSEMENTS SUMMARY ! BALANCE SHEET
Borrower: RRA Consulting, LLC
Setter: Manchester Lands, LLC
Settlement. Agent: McCoy Wlggins Cleveland & O'Connor PI.I.C.
Place of Settlement: 202 Fairway Drive
Fayetteville, NC 28304
Settlement Date, November 19, 2014
Property Location: 281 Relliy Road
Fayetteville, NC
Cumberland County Tax PIN 9497754-5454
INCOMING FUNDS
RRA Consulthig, LLC 352,448.55
Manchester Lands, LLC32,080.22
Total incoming Funds 384,534.77
_
DISBURSEMENTS _
BddgeTrust Title Group
Title Insurance
428.00
Register of Deeds
State TaxlStamps
700.00
Cu+nbedand County Tax.Collector
2014 ad valorem taxes
2,93687
Cumberland County Tax Collector
2014 pars, pro. Lai es
13,99299
BuT
Payoff of first Mortgage
366,460.91
Reoordees Office
Gavemment Charges
.26.00
Recording Fees
26.00
Number of checks .6
Total Disbursements 384 534�77
(RRASOU i HEASTERNRRASOUMEASTERN117)

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140417
S'I'ORMWA'1'I-R .AND WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Southeastern Concrete Products of Fayetteville, LLC
is hereby authorized to discharge stormwater and wastewater from a facility located at:
Southeastern Concrete Products of Fayetteville, LLC
1101 S. Reilly Road
Fayetteville
Cumberland County
to receiving; waters designated as a UT to Beaver Creek, a class C water in the Cape Fear River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, I1, III, IV, V, and VI of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective November 23, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day November 23, 2011.
ORIGINAL SIGNED M
KEN PICKLE
for Coleen 1-I. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

Division of Water Quality / Surface Water Protection
NC®ENR National Pollutant Discharge Elimination System
f4c' T GV1-- Den .ew of
Envi ..H -D N-- geeo --
NCG140000
NOTICE OF INTENT
I Certificate of Coveram I
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG140000:
Amount
to
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 3273 Ready Mixed Concrete
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to constructions.
For existing plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue to operate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stormwater BMP structures
treating process wastewater flows commingled with stormwater) require an ATC prior to construction
per 15A NCAC 2H .0138. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG14 permit. Design of treatment facilities
must comply with requirements of 15A NCAC 21-1 .0138 & .0139.
Construction of wastewater treatment facilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and seated by a
Professional Engineer (P.E.) or qualified staffz along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
1
f For questions, please contact the DWQ Regional Office for your area. (See page 5)
(Please print or type)
1) Mailing address of ownerloperator (address to which all permit correspondence will be mailed):
Name Hubert Sellers Member/Manager for Southeastern Concrete Products of
Fayetteville, NC, LLC
Street Address
City
Telephone No.
P. O. Box 26299 1001 S. Reilly Road
Fayetteville _
910.764,0100
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
StateNC ZIP Code 28314
Southeastern Concrete Products of Fayetteville, NC,
Hubert Sellers Member/ Manager
P 0. Box 26299 1001 S. Reilly Road
Fax: 910,764.0120
LLC (Sec. of State #1000036)
Page 1 of 5
'As per 15A NCAC 2H .0106
?Unless treatment Facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-229-071408 Last revised 7/14108

��A
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
November 23, 2011
Mr. Hubert Sellers, Member/Manager
Southeastern Concrete Products of Fayetteville, LLC
P.O. Box 26299
Fayetteville, NC 28314
Dear Mr. Sellers:
Natural Resources
Dee Freeman
Secretary
Subject: General Permit No. NCG 140000
Southeastern Concrete Products off Fayetteville, LLC
COC No, NCG 140417
Cumberland County
In accordance with your application for a discharge permit received on November 17,
2011, we are forwarding herewith the subject certificate of coverage (COC) to discharge under
the subject state NPDES general permit. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the US Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
Please note that NCG 140000 contains effluent limitations for process wastewater
discharges (see Part IV, Section D). Wastewater discharges must meet the requirements of
these effluent limitations. An exceedence of any of these limitations is a violation of permit
conditions.
Please note that groundwater standards in 15A NCAC 02L and 02T regulations must also
be met for recycle systems or any discharges to groundwater.
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage- This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or
permits required by the Division of Land Resources, Coastal Area Management Act or any other
federal or local governmental permit that may be required.
Please note that permit requirements in Part I1, Section A, numbers 1-5, and Part 11,
Section B, number 1 are no longer valid per NC Session Law 201 1-394. However, note that Part
11, Section A, number 6, and Part I1, Section B, numbers 2-10 are unaffected by this Session
Law. Those sections will remain in effect for the duration of this permit term. Please be
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.crg
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally

Mr. Huber Sellers
Southeastern Concrete Products of Fayetteville, LLC
NCG140417
November 23, 2011
reminded that your facility must notify the appropriate DWQ Regional Office at least 72 hours in
advance of operation of your wastewater treatment facility.
If you have any questions concerning this permit, please contact Jennifer Jones at
telephone number [phone].
Sincerely,
ORIGINAL. SIGNED M
KEN PICKLE
for Coleen H. Sullins
cc: Fayetteville Regional Office, Paul Rawls
Mr. Tom Speight, Larry King & Associates, R.L.S., P.A., P.O. Box 53787, Fayetteville,
NC 28305
Central Files
Stormwater Permitting Unit Files
,ion Risgaard, DWQ, Aquifer Protection Section, Land Application Unit
enclosure

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NCG140417
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Map Scale 1:29,902
Southeastern Concrete
Cumberland, NC
Latitude: 351 3' 13" N
Longitude: 790 00- 50" W
County: Cumberland
Receiving Stream: UT to Beaver Creek
Stream Class: C
Sub -basin: 03-06-15 (Cape Fear River Basin)
Mal
Facility Location
ins

Permit Number NCG140417
Central Files! APS SWP
11 /23/11
Permit Tracking Slip
Program Category
Status Project Type
NPDES SW
In draft New Project
Permit Type
Version Permit Classification
Ready Mix Concrete Stormwater/Wastewater Discharge COC
COC
Primary Reviewer
Permit Contact Affiliation
jennifer.jones'
Coastal SW Rule
Permitted Flow
Facilit
Facility Name
Major/Minor
Region
Southeastern Concrete
Minor
Fayetteville
Location Address
County
PO Box 26299
Cumberland
Fayetteville NC 28314
Facility Contact Affiliation
Hubert Sellers
PO Box 26299
Fayetteville
NC 28314
Owner
Owner Name
Owner Type
Southeastern Concrete
Non -Government
Owner Affiliation
Hubert Sellers
PO Box 26299
Fayetteville
NC 28314
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
09/23/11 10/11/11
egulated Activities
Ready mixed concrete - stormwater discharges
Ready mixed concrete production
Ready mixed recycle system overflow
Outfall 001
Waterbody Name
Beaver Creek (Beaver Creek Pond)
Public Notice Issue
Effective
Expiration
111 2SJ I k
11 (z� 11
G 1361 0
Requested/Received Events
Additional information received
10/03/1 1
RO staff report requested
10/11/11
Additional information requested
10/11/11
Additional information received
11/17/11
RO staff report received
11/18/11
Stream Index Number Current Class Subbasin
18-31-24-5 C 03-06-15

ENGINEERING • SURVEYING • DESIGNING • DRAFTING
Larry King & Associates R.L.S., P.A.
Post Office Box 53787 •1333 Morganton Road, Suite 201
Fayetteville, North Caro4na 28305
[phone] • Fax: [phone]
November 15, 2011 www.LKandA.com
Jennifer Jones, Environmental Engineer
Wetlands and Stormwater Branch
Division of Water Quality
North Carolina Department of Environment Health and Natural Resources
1617 Mail Service Center
Raleigh, INC 27699-1617
F99WTIR no
Re: Application for NPDES Discharge Permit
for heady -Mixed Concrete Sites
Southeastern Concrete Products of..l,ayetteville, NC, LLC
PO Box 26299
Fayetteville, NC 28314
Dear Ms Jones:
NOV 17 2011
• VMMR QUC
*1LAt*AWST0RMTW6rvI i' n,
Thanks for your email dated October 27, 2011. The application has been revised to reflect
that the permit needs to be issued to Southeastern Concrete Products of Fayetteville, NC, LLC
having it Sec. of State 91000036.
I have revised the NOI application to include treated wastewater discharging
from the site in north easterly corner at the proposed rapid filter location. We constructed the
proposed Ilter and ran tests. Basin 4 shall discharge when full onto the filter and through the
filter discharging offsite. The results were as follows:
Before FiltcrTSS After Filter TSS %Reduction
Basin 4 30.2 mg/l 5.73 mg/l 81.03 basin low Icvel algae present
Basin 1 624 mg/1 <5 mg/1 99 receives washout
Sample 5,810 rng/1 <5 mg/l 99 prepared mix of fines with
water
The results indicate the rapid filter is effective maintaining solids below
the permitted 30 mg/I discharge requirement.
Southeastern Concrete shall use Recover product to wash inside of each truck drum and is not
discharged but used in making concrete the following day. Therefore, in case there is any
washout or other wastewater shall be treated and properly discharged from site through the rapid
fi Iter.
Southeastern Concrete exterior and truck washout is done on a concrete pad that is decanted
through multiple concrete basins where water ph is reduced to 8.9 or less by a carbon dioxide
system. The water is recycled for use in dust control on site throughout the day. Therefore, in
case there is any washout or other wastewater shall be treated and properly discharged from site
through the rapid filter.

I have darkened lines for drainage areas as requested and included three copies for you.
I have also sent you pictures of the test and other fabric information.
Thank you for your response so we may bring this to closure.
Sincerely,
-%4-- ZA
'Thomas S. Speight, Jr., PE, PLS
Larry King & Associates, R.L.S., P.A.
cc: Mr. Hubert Sellers, Member/Manager Southeastern Concrete
Products of Fayetteville, NC, LLC

r,v
I & • Division of Water Quality / Surface Water Protection
NCDENR National Pollutant Discharge Elimination System
No C R — DIR.A - of
ENmRoNmeN AMo Nu.)k RE9 ROES
NCG1 40000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Dale Received
Year Month
I)av
Certificate of Covera c
NICIGI 1 4
Check #
Amount
j�e[77k11 Assigned Io
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 3273 Ready Mixed Concrete
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction'.
For existin plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue to operate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stormwater BMP structures
treating process wastewater Flows commingled with stormwater) require an ATC prior to construction
per 15A NCAC 21-1 .0138. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG14 permit. Design of treatment facilities
must comply with requirements of 15A NCAC 21-1 .0138 & .0139.
Construction of wastewater treatment facilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and sealed by a
Professional Engineer (P.E.) or qualified staff2 along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
For questions, please contact the DWQ Regional Office for your area. (See page 5)
(Please print or type)
1) Mailing address of ownerloperator (address to which all permit correspondence will be mailed):
Name Hubert Sellers Member/Manager for Southeastern Concrete Products of
Fayetteville, NC, LLC
Street Address P. O. Box 26299
City Fayetteville
Telephone No. 910.764.0100 _
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
StateNC ,ZIP Code 28314
Fax: 910,764.0120
Southeastern Concrete Products of Fayetteville, NC, LLC (Sec. of State #1000036)
Hubert Sellers Member/ Manager
P. O. Box 26299
Page 1 of 5
tAs per 15A NCAC 2H .0106
2Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-229-071408 Last revised 7114/08

NCG140000 N.O.I.
City
County
Telephone No
Fayetteville
StateNC ZIP Code 28314
Cumberland
910.764.0100 Fax: 910,764.0120
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). Commencing in Fayetteville NC at intersection Cliffdale
and Reilly Rds. Proceed South on Reilly Rd. 0.26 miles turn left on Reilly Road Industrial Park Road and
go straight 0.22 miles to gate entrance on left at end of gravel road at Southeastern Concrete
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 35deg 03 min 13.34 sec Longitude 79 deg 00 min 50.23 sec _ (deg, min,
sec)
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
x Existing
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 3273
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(Include a site diagram showing the process areas present at this facility.)
Ready Mix Concrete
8) Discharge points 1 Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? 3 existing for stormwater one for wastewater a new rapid filter is proposed for accepting
Stormwater and wastewater before discharging from area Northeasterly site corner
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? Discharge stormwater and treated wastewater to exiting ditches
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). n/a
Receiving water classification (if known): unknown goes to Beaver Creek 2400 ft more or less to Beaver
Creek
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG140000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-1 or freshwater ORW.
9) Does this facility have any other NPDES permits?
❑ No
Y Yes
If yes, list the permit numbers for all current NPDES permits for this facility: Air Permit No 09819R02 Fac ID#
2600226
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
Page 2 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
N No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
on
No
Y Proposed rapid filter Yes
If yes, please briefly describe: Site is relatively flat; Site is blocked off around site exterior wash area to keep
site. Stormwater proposed as rapid filter; 100 yr storm contained for exterior wash area see engineered plans
by t_KA Tom SpeightPE
12) Does this facility have a Stormwater Pollution Prevention Plan?
❑ No
Y Yes
If yes, when was it implemented? September 2011
13) Are vehicle maintenance activities occurring or planned at this facility?
❑ No
Y Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning Y Yes No
Wetting of raw material stockpiles Y Yes No
Mixing drum cleaning Y Yes No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater.
For a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
1 area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH - 6-9 SU, Total
Suspended Solids (TSS) - 30 mg/I, and Settleable Solids (SS) - 5 mill.) [Use separate sheet(s)].
If all these discharges are recycled, please refer to Question 15.
For plants that recycle and/or discharge process wastewater:
When applying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NOI. For new sites, you must submit three (3) sets of design plans and
specifications with this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sites, applicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes information
such as tank volumes, dimensions, retention time, piping, settling basin details, etc.
Please note: if new treatment systems are planned for an existing site, an ATC will be required
prior to construction of those facilities. Plans/specs/calculations prepared by a P.E. and the
request for an ATC may be submitted with this NOI, or separately at a later date. DWQ may
request the status of your plans for requesting an ATC upon issuance of the COC.
15) Does the facility use or plan to use a recycle system?
❑ No
Page 3 of 5
5WU-229-071408
Last revised 7/1412008

NCG140000 N.O.I.
Y dust control exterior wash water and recycle well water on aggregate
Yes
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
100 year Rapid filter see talcs year, 24-hr rainfall event
For a recycle system (regardless of when it overflows), please provide plans, calculations, and design
specifics (e.g., throughput assumptions/water balance, design volume, retention time, surface area, amount of
freeboard in design storm event, etc.). [Use separate sheet(s)].
wKalf
For a sufficient application, the information must demonstrate compliance of final discharge with permit
effluent limits (pH — 6-9 SU, Total Suspended Solids (TSS) — 30 mg/I, and Settleable Solids (SS) — 5 mill), or
must demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-year, 24-hr
rainfall event plus one foot of freeboard under design operating conditions.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
n No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) Hazardous Waste:
a) is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
n No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
n No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
n No
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:nla
How is material stored:nla
Where is material stored:nla
How many disposal shipments per year:n/a
Name of transport 1 disposal vendor:nla
Vendor address:nla
18) Certification:
North Carolina General Statute 143-215.6 B(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document riled or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
Page 4 of 5
SWU-229-071408 Last revised 7/14/2008

NCG 140000 N.O.I.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: Hubert Sellers
Title: _Member/Manager Southeastern Concrete Products of Fayetteville, NC,
LLC
of Applicant)
"^ s--
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
f►I0TWIV
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
Y Check for $100 made payable to NCDENR.
y This completed application and all supporting documentation (including design details and calculations for
treatment systems).
'—� ❑ If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
or local designee: documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138).
' ❑ For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
1 specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7).
YO For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
1 recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
y A site map showing, at a minimum, (existing or proposed).
(a) outline of drainage areas, (b) stormwaterlwastewater treatment structures, (c) location of
stormwaterlwastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
y A county map or USGS quad sheet with location of facility clearly marked.
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ...... [phone]
SWU-229-071408

NCG 140000 N.O.I.
Fayetteville Office ... [phone]
Mooresville Office ... [phone]
Raleigh Office ........ [phone]
Washington Office ...[phone]
Wilmington Office ... [phone]
Winston-Salem ...... [phone]
Central Office ......... [phone]
Page 6 of 5
SWU-229-071408 Last revised 7/14/2008

Fayetteville Division
2592 Hope Mills Rd
Fayetteville, NC 28306
910.864.1920 Phone
910.964,8774 Fax
"AMENDED REPORT —
Certificate of Analysis
Southeastern Concrete Date Reported; October 28, 201 I
Mr. JeR' Kaduk Project: Runoff water samples - Pit 4 Date Received: October 21, 201 1
Fay South Reilly Road, #2G 1
Iraycttcvillc NC, 28303 Sampled E3y; '['. Speight Datc Sampled: October 21, 2011
Runoff samg)le, Before
1110379-01
Aiialyle Result Unit Analysis Datell'ime Analyst Method Qualifier
Analyzed by: Vicrobac - Fayetteville Division
p11 8.53 pl l Units 10/24/11 14:35 DSK SM 4500 I f+ 13 1-1
'Cola] Suspended Solids 30.2 tng/l, 10/25/11 15:30 JAW SM 20th Ed. 2540 1)
Report amended on October 28, 2011; Incorrect pH value due to a typographical error.
Qualifier Definitions
11 Analyte was prepared and/or analyzed outside of the analytical method holding time
State Certifications; Respectfully Submitted
NCDNR #11w] 0
NCDOH #37714 �}Q BVVMVII
USDA #3787 Robert Dormer, Division Managcr
Thank you for your businos3, We invite ynnr firJhoek nn cur leref rf ren•ice lu yrnt !'hure cnnlucr the lyivisinn Afrrrrrrger, knherr Dormer of 910-86J-1920, .lams Nok.% Pre d—e, m
jienrea.,xrkes micrrrhuc.—nr Ymvnr Royce, r:EO,aiimmy.hnyrc7jnicnrhuc,com with uny comments nr.ruggeviona'.
Page I of l

P L-r c-�
Fayetteville Division
2592 Hope Mills Rd
Fayetteville, NC 28306
910.804,1920 Phone
910.864.8774 Fax
Certificate of Analysis
Southeastern Concrete
Mr. Tom S i hl Date Reported: October 27, 2011
100 tx g Project: Runoff water samples -Pit 4 Date Received: October 21, 2011
Fay South Reilly Road, ff261 Fayetteville NC, 28303 Sampled 13y: T. Speight Date Sampled: October 21, 2011
Runoff sample, After
1110380-01
Analytc Result Unit Analysis Datc/Time Analyst Method Qualifier
Analyzed by: Microbw - Fayetteville DMslon
Total Suspended Solids 5.73 mg/L 10/25/11 15:30 JAW SM 20th Ed. 2540 D
Qualifier Definitions
State Certifications: Respectfully Submitted
NCDNR #11
d ol.lY/m�r
NCDOH #3771A
USDA #3787 Roberl Denner, Division Munagcr
Thank you for your business, We lnrdte yorrrjeedback an our level nfsen•ice ro�nu. Please contact (he Division Manager, Robert Dernrerae 910-464-1920, Jumer Mikes, 11msidenr, ar
lanre.r.nnkes:u nucnrhac. cum or Tmti r Hoyce. CE0. at im+ r.hnyre,nmicrobaacom anh any eonrnrenes orsuµextiuns.
Page l of 1

L=7 e-rk- Tss
Fayetteville Division
2592 l lope Mills Rd
Fayetteville, NC 28306
910.864.1920 Phone
910,864.8774 Fax
Certificate of Analysis
Southeastern Concrete
Mr, Tom Spcight Project: Runoff water samples - Pit I Date Reported: October 27, 2011[)ate Received; October 2l, 201
1001 South Reilly Road, #261
Fayetteville NC, 29303 Sampled 13y: T. Speight Date Sampled: October 21, 2011
Runoff sample, Before
1110381-01
Analyte Result Unit Analysis Date/Time Analyst Method Qualifier
Aralyzed by: Microbac - Fayetteville Division
cal -I 11.4 pl-1 Units 10/27/11 9:49 DSK SM 4500 I1+ B tl
Total Suspended Solids 624 mg/L 10/25/11 15:30 JAW SM 20th Gel. 2540 D
Qualifier Definitions
I Analyte was prepared and/or analyzed outside of the analytical method holding time
State Certifications; Respectfully Submitted
NCDNR #11] c[ mmw-41
NCDOH #37714
USDA #3787 Robert Denner, Division Manager
Thank you for your business. We im•ire ynrrrfeedbock on nor lernl Jrcn-ice en yvv, !'lease contact dre Uiri,rion M Hager, ltaherr Ikrnrernr 9!!k-H6J-f 910, Jnmca Nokrs, P—denr, rrr
jamca.nnkar ri micmbaccnm ar 7invr fire, CL•U, ar rmrnr.hayrefamicrtihac.cnm with any commemr or ,wrggrvionr.
Page ] of 1

l:-r C'n- —TC—.sr Fayetteville Division
2592 [tope Mills Rd
Fayetteville, NC 28306
910.864.1920 Phone
910,864.8774 Fax
Certificate of Analysis
Southeastern Concrete
Mr. Jeff Kaduk � ,. 1)ate Reported: October 27, 2011
Project: Runoff water samples - Pit 1 Date Received; October 21, 2011
100E South Rcilly Road, #261
Fayetteville NC, 28303 Sampled By: T. Speight Date Sampled: October 21, 2011
Runoff sample, After
1110382-01
Analyte Result Unit Analysis Daten'ime Analyst Method Qualifier
Anatyred by: Microbe[ - Fayetteville Division
Total Suspended Solids <5.00 mg/L 10/25/11 15:30 JAW SM 20th Ed. 2540 D
Qualifier Definitions
State Certifications: Respectfully Submitted
NCDNR #
NCDQH #3 o07714 �Qd BVM '
USDA #3787 Robcrt Denner, Division Manager
Thank you tOr your business. Wr hrrile ynur frrdhrtek on unr feve! gfsen rce «, y<,u. !'lrn.ru cnnrncr rlru Di+i+inn Mnmrger, KnRerl Dvnrrrr nr 91ANha-I YSQ .fumes Nukes, !'n.,rirJrrr, m
janmr.nukrs a microlruc.erun nr 7n•vor Nuyre, (:fi0, ar rrewrr.hr yrclrrmicrnhuc.cnnr +vi1h arry cnrrrrnrnraur crrggesrinnr.
Page I of I

0L.-Y(,-A-7et-T
Fayetteville Division
2592 Hope Mills Rd
Fayetteville, NC 28306
910.864.1920 Phone
910-864.8774 Fax
Certificate of Analysis
Southeastern Concrete Date Reported: October 27, 2011
Mr. Tom Speight Project: Stormwater, grab
1001 South Reilly Road, #261 Date Received: October 21, 2011
Fayetteville NC, 29303 Sampled By: T. Speight Date Sampled: October 21, 2011
Stormwater, grab Before
1110383-01
Analyse Result unit Analysis Datell'ime Analyst Method Qualifier
Analyzed by: Mkrobac - Fayetteville DMskn
"Total Suspended Solids 5810 MO, 10/25/11 15:30 JAW SM 20th Ed. 2540 D
Qualifier Definitions
State Certifications: Respectfully Submitted
NCDNR #11� , n '
NCDOti g37714
USDA #3787 Roben Dc=cr, Division Managcr
Thank you for your business_ We invireyron{fcrdhuek orr our level of rervire lnynrr. !'lru.xr amrrrer the 1)irisiun A?onager, 1{nherr lh'rrner nr 910-861-1920, dirrncv Nokev, 1'rsr.odrm. rrr
jamee.n<xkcx�mirmbowcnm or 7:,,— Nr yce, CEO, rrr rnrw>r.bnyre(irfrricnrhac.enm with arty cononenrs o—uggrsrionr.
Page I of S

r'—� Lrr C-A� TES-r
Fayetteville Division
2592 Hope Mills Rd
Fayetteville, NC 28306
910.864.1920 Phone
910.864.8774 Fax
Certificate of Analysis
Southeastern Concrete
Mir. Toni Date Reported: October 27, 2011 Spcight Project: 5tormwater, grab Date Received-. October 21, 2D1
Fayetteville
South Reilly Road,261 NC, 28303 Sampled By: 'I'. Spcight Date Sampled: October 21, 201 1
Stormwater, Qrab After
1110384-01
Analyte Result Unit Analysis Date/l'ime Analyst Method Qualifier
Analyzed by: Mluobac - Fayetteville Division
"total Suspended Solids <5.00 mg/1, 10/25/11 15:30
Qualifier Definitions
JAW SM 20th Ed. 2540 D
State Certifications: Rcspectrully Submitted
NCDNR #
NCDOH #3 0� � � `7714 �j[�
USDA #3787 Robert Denncr, Division Manager
Thank you for your business, We invite yvurfeedhark an our le+el afsen ice nrwo_ !'lease contact the Divisi(ru Alanager, Hobert 1)rmter at 910-864-1920, James Nnkrr, Pnridow. at
jamea nukes rrminohac. cnm or 7'rernr Nrgrc, Clid, rrt ircrvrr. boicci]nicmhac, tom uirh any crmrmuel r ar.rnggerriuns.
Page I of I

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Adsorb -it Filtration Fabric physical properties test results
Page 1 of 1
ADlORB--IT
by
Eco-Tec,Inc.
USA Toil Free
1 [phone]
INTERNATIONAL
001 [phone]
Horne
Guff Oil Sprit Cleanup
Products
Uses
Test Data
Customers
Distributors
News & Information
Contact
Member
Washington
Clean Technology
Alliance
Adsorb -it® Filtration Fabric Physical Test Results
To understand all the physical properties of the Adsorb -it" filler fabric, and to help in developing other
applications, additional physical testing was conducted. Results of these physical tests are presented in the table
below,
Results
Test
Method #
Result
Units
Mass Per UnIt Area
ASTM 6261
12.8
ozlyd'
Grab Tensile LD'
ASTM 04632
118
Ibs
Grab Tensile CD'
ASTM 04632
89
lbs
Elongation at Peak LD'
ASTM D4632
131
percent
Elongation at Peak CD'
ASTM D4632
172
percent
Wide Width Tensile LD'
ASTM D4595
33
Ibslln
Wide Width Tensile CD`
ASTM D4595
23
lbslin
Elongation at Break LD'
ASTM D4595
106
percent
Elongation at Break CD"
ASTM D4595
163
percent
Puncture Resistance
ASTM 64833
72
tbs
Trapezoid Tear Strength LD'
ASTM D4633
64
Ibs
Trapezoid Tear Strength CD'
ASTM D4533
45
Ibs
Mullen Burst Strength
ASTM 03786 1
135
psi
Permittivity (Constant Head)
ASTM D4491
2.02
set-1
Permeability
ASTM D4491
.72
cm/sec
Flow Rate
ASTM D4491
151
gallminitt'
Apparent Opening Size
ASTM D4751
i 100-150
micron
'Moto:
LD=Lengthwise Direction (Machine Direction)
CD=Crosswise Direction (Transverse Direction)
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T Op
DEPART. EPART . KEMT I OF THE,'.;NAVY
FLEET'AND JNDUSTMAL SUPPLY CENT�ER,iPUGET SOUND
467 W ST; Ft C'
DREMERTON,7WASH INGTON 98314-51 00.
5090
Ser.OE/0-07
May 12, 2005
Rco-Tec-lnc-
PO Box 690
Vaughn, WA.98394
Attn: Mr. Herb L Pearse
Subject: Successful Use and Tests "of Adsorb-7it Products at DFSP-Puget Sound
Mr. Pearse:
The Manchester •Ftiel.Departmeht his:.successfxilly :used the Adsorb -It
product in the roll form� in poli6hiii4 'filterS downstream .of,our oil water
separators as,beach,'bari:ier'-"oxi;,s6yp-r"alshorelines here,. In addition we have
tested the product in Sheen sweeps,, �the bilge pillows,,- the Dumbo surfers and
have tested the product conf iqured' to our. Marco skimmer;.
KFD would like to thank you for, ,your suppq rt of our spill response
_
,program. This product; has suddessf ully recovered small' Amounts of I ight
;product -sheen from w&ter- surfaces (P. es6l:,and Kerosene prodxicts). and has
helped : pteven.t.,:produ:ct fkom; enter#g,'t4e!:waterways. We are in fact:, going to
use it in a new,, enginee,red app1i.ca.t.i.qn% at' one of, our oil water separat6rs
complexes.
Although, we cannot endorse, any spe . c . if . L c product.,, -I do want to thank you
,for your, support of :our: programs and: helping us find successful solutions to
recovering, light product in our: applications and. for helping: us to solve some
very vexing environme4ta I I vroblems:.,. me if you have any -questions
at: (3S0147.6-2135 ext - . 223 or erKAi . 1. at gldhn,.SchmittOnaVy.mil.
'b;. E,. Schmitt,
:Environmental Director
Fleet industrial Supp . 1y;Center Puget Sound

�¢.is
law
Jam' ;
• I _
jol-
67
LR "�:—1
r

,ro

Wash wastewater filtration with Adsorb -it sorbent media Page 1 of' 1
ADl M-/T by AAV
Eco-Tec, Inc.
USA Toll Free
1 [phone]
INTERNATIONAL
001 [phone] Wash Wastewater Filtration with Adsorb -it®
Home
Initial laboratory studies show Adsorb-it10 sorbent to be very efficient in selectively adsorbing ! absorbing
Gulf Oil Spill Cleanup
petroleum and vegetable -derived hydrocarbons from water. This work was done using laboratory prepared and
Products
controlled test solutions. This test demonstrates Adsorb -it's sorbent effectiveness by testing real -world samples
Real -world samples measure not only the ability of the filter material to remove the pollutants of interest, but also
Uses
to handle water that contains floating and dissolved hydrocarbons, emulsifiers and detergents, as well as debris
Test Data
that might affect filter performance,
Customers
Method
Distributors
News & Information
We were provided a five gallon sample of effluent from a logging truck wash station. The sample was thoroughly
mixed and split into two sub -samples. One sub -sample was tested to determine suspected organic and inorganic
Contact
pollutants. The other sub -sample was passed through a filter system using Adsorb -it® filter media and the filtered
Member
water was analyzed for the same pollutants.
Washington
Results of analytical chemistry are presented in the table below.
Clean Technology
Alliance
Results
Parameter
Method #
Result
Unfiltered
Result
Adsorb -it"
Filtered
Detection
Limit
Units
Oil & Grease
EPA 1664
> 1000
6
5
ppm
Total Suspended Solids
EPA 160.2
230
10
5
ppm
#2 Diesel Fuel
NWTPHDX
910
3A
0.2
ppm
Motor Oil
NWTPHDX
15000
3
0.4
1 ppm
Arsenic
EPA 6020
ND'
ND"
0.006
ppm
Cadmium
EPA 6020
0.0018
ND'
0.0005
ppm
Chromium
EPA 6020
0.013
0.0044
0.001
ppm
Copper
I EPA 6010
0.077
No*
0.01
ppm
Lead
EPA 6010
0.011
ND'
0.01
ppm
Zinc
EPA 6010
1 2.1
1 0.85
0.01
ppm
'ND = not detected at or above the method detection limit
Conclusions
As can be seen in the table above, Adsorb -it' sorbent was highly effective in removing organic pollutants and
suspended solids from the sample. Especially notable is the reduction in oil and grease, diesel, and motor oil
between the Filtered and unfiltered samples.
Copyright ® 2010-2011 Eco-Tec, Inc. all rights reserved
Site design and development by BrighteyeWeb LLC
http://adsorb-it.com/,rest%20Data/wastewater.html
10/ 18/201 1

Adsorption capacity of Adsorb -it filtration fabric compared to other sorbent media Page 1 of 1
AVANS-1r.
by
Eco-Tec, Inc.
USA Tall Free
1 [phone]
INTERNATIONAL
001 [phone]
Home
Gulf Oil Spill Cleanup
Products
Uses
Test Data
Customers
Distributors
News & Information
Contact
Member
Washington
Clean Technology
Alliance
Adsorption Capacity of Adsorb -it® Compared to Other
Oil Sorbent Media
Polypropylene products are the most widely used oil adsorbent products on the market today - not the best - just
the most widely used) This study compares the adsorptive qualities of Adsorb -it, 3M Polypropylene Pads, Heavy
polypropylene geo-textite, as used for storm water filtration, and Xoil bilge filter with Clerify filter media. Results of
this adsorption capacity comparison are presented in the tables below.
Method
ASTM Method F726-81, aSorbent Performance of Adsorbents" measures the maximum adsorption of oils and
floating immiscible liquids. Testing under these ASTM guidelines, representative samples of the media to be
tested were treated with three different solutions of 50 weight motor oil, #2 diesel fuel, and a 50150 solution of
motor oR and diesel fuel. Each media was tested 3 times with each solution and the results of the 3 tests were
averaged for each tested media to obtain an accurate representation of the adsorption capacity.
Results
#2 Diesel Oil
Adsorption
times its weight)
.weight In prams
xoil Fifar
Adsorb -it'
3M Pad
Heavy Poly,
propylene
e
4
a
■xail Fihe, vXd,.,b.i,
O3M Pod ■aaory Roylmo
Dry Weight of Medla
1.175
0.5674
0.873
03857
OilSaturated Welght
5.453
6.4084
7,919
5,97
Weight of OII
4,278
5.041
7,048
4.9843
Adsorbtlan (tlmas Its weight)
364
10.29
1 8.07
5.08
Adsorption
50150 Diesel ! Motor Oil
Imes its weight)
in grams
xoil FINer
Adsorb-1t'
3M Pad
Heavy Poly-
Poly -
.weight
prOpyiene
to h`
a
Dry Weight of Media
1.1508
0.7449
0.9049
1.0635
4
It _
p
• Xaa riher a Ad—b-it
o1MPW ■H."Neyk..
Of -Saturated Weight
5.5925
7.656
8.5334
6.1893
Waighl of Oil
4.4397
5.921
L6285
5.1258
Adsorbtlon (times its weight)
3.85
9.29
8.43
4,82
Adsorption
Motor Oil
u"& its eight)
.*eight in prams
xoil Pifer
Adsorb -it'
3M Pad
Heavy Poly
propyiene
a--u
2 ..
a L
■1(al Film o,WewbR
0 ]hf Pad s ass., v,og4,.,
Dry Weight of Media
0.9886
0.7128
0.7935
0.98045
Oi6Saturated Welght
52013
8.3885
a 9828
6-80125
Weight of Oil
42128
7.6536
8.18925
5.8210
Adsorbtlon (Itraes ns weight)
1 426
10.74
10,32
5.94
Conclusions
Test results clearly show that Adsorb -it out -performed the other filtration media with an adsorption factor in
excess of 10 times the weight of the Adsorb -it geo-textile filtration fabric. 3M Polypropylene Pads ran second to
the Adsorb -it. However, it should be noted that 3M Polypropylene Pads cannot be used as a filtration media
because water wilt not readily pass through the polypropylene pad, nor can they be re -used as the Adsorb -it can
be.
Copyright (D 2010.2011 Eco-Tec, Inc. all rights reserved
Site design and development by BrighteyeWeb LLC
http://adsorb-it.com/Test°/*20Data/competition.html 10/18/2011

Efficacy of Adsorb -it Filtration fabric in removing residual oil sheen Page 1 of 1
,4DlaRB-/T APby
Eco-Tec, Inc.
USA Tall Free
1 [phone]
INTERNATIONAL
001 [phone] Efficacy of Adsorb-ie in Removing Residual Oil Sheen
Home
Adequate equipment is available for the removal of gross oil contamination from surface waters. Subsequent to
Gulf Oil Spill Cleanup
the removat of gross oil contamination by this equipment, inevitably, residual rainbow sheen remains.
Products
Adsorb4lo effectively removes gross oil contamination, lighter -end oils, and residual rainbow sheen.
Uses
Surface Waters
Test Data
Customers
Use the Shore Guard aka "Dumbo Surfer", the Boom and Dock Curtain, the Filter Boom, or the Sheen
Distributors
Sweep.
News & Information
For oil releases on open waters or near shorelines, use interconnected sections of the Dumbo Surfer with
Contact
watercraft on each and. Form a "U' or ",1° and slowly tow the interconnected sections through the impacted area,
The ails, oil -borne contaminants and oil sheen will be retained in the Dumbo Surfer. To reuse the Dumbo Surfer
Member
simply remove the flotation core and press, wring, or centrifuge to remove and recover the retained oils. Replace
Washington
the flotation core and the Dumbo Surfer is ready to reuse.
Clean Technology
For oil releases adjacent to floating docks or in an area where Fence Boom has been deployed, attach the
Alliance
Boom and Dock Curtain to the floating docks or to the top of the Fence Boom. The Boom and Dock Curtain is
evallsme w.
designed with ballast chain to ensure that the curtain hangs just below the floats on the Fence Boom. Oils, oil -
GSA
borne contaminants and oil sheen will be retained in the Boom and Dock Curtain. To reuse the Boom and Dock
AdvantA
Curtain, simply remove the ballast chain and press, wring, or centrifuge to remove and recover the retained oils.
.mm In .....h
Replace the ballast chain and the Boom and Dock Curtain is ready to reuse.
ECO72
For oil releases in streams, rivers or other flowing waters interconnected sections of the Filter Boom can be
deployed across the flowing water to recover oils, oil -borne contaminants and oil sheen. The Filter Boom is
MEN
designed with a flotation head and ballast chain to keep the lower portion of the filter curtain below the water
surface. Oils, oil -borne contaminants and oil sheen will be retained in the Filter Boom. To reuse the Filter Boom,
simply remove the flotation head and ballast chain and press, wring, or centrifuge to remove and recover the
retained oils. Replace the flotation head and ballast chain and the Filter Boom is ready to reuse.
For small oil releases adjacent to watercraft or in contained areas such as excavations, use the Sheen Sweep to
recover floating oils, oil -borne contaminants and oil sheen. The Sheen Sweep with flotation is designed to attach
to a standard dust mop handle to allow controlled movement of the Sheen Sweep in confined areas or areas with
limited access. To reuse the Sheen Sweep simply remove the flotation frame and press, wring, or centrifuge the
Sheen Sweep cover to remove and recover the retained oils. Replace the flotation frame and the Sheen Sweep
is ready to reuse.
OillWater Separators
Oillwater separators efficiently remove MOST of the oil as oily water passes through the system. Again, on most
oillwater separators, a residual rainbow sheen remains at the point of final discharge. Simply provide Adsorb -it`
as a final filtration media and the final discharge oil sheen is eliminated. See a simple Polishing Filter Pack Unit
design with screen plates covered with Adsorb-ito, and a drop -in Oh Water Separator Filter Curtain design.
The US Navy uses the Adsorb-ito fabric on the shoreline beneath their oillwater separator outfall to absorb the
ail and oil sheen, and they are designing a new oillwater separator with the Adsorb-e Filtration Fabric specified
as the filtration media.
Conclusions
These methods demonstrate that Adsorb -it° is the product of choice for removing the residual oil sheen from
water.
Copyright 0 2010-2011 Eco-Tec, Inc. all rights reserved
Site design and development by BrighteyeWeb LLC
http://adsorb-it.com/'I'est%2OData/sheen%20removal.html 10/18/2011

Jones, Jennifer
From: Jones, Jennifer
Sent: Thursday, October 27, 2011 11:07 AM
To: Tom Speight
Cc: Jones, Jennifer
Subject: RE: Southeastern Concrete Permit Application Cistern Overflow
Dear Mr. Speight,
I'm just following up with the phone conversation we just had. As I learned in our meeting yesterday afternoon,
because of Session Law 2011-394, DWQ NPDES permitting is no longer able to review plans for wastewater treatment
systems for sites that already have permits.
The following information is now the only required information for submittal:
The application states the owner is "Hubert Sellers Member/Manager Southeastern Concrete". If applying as a
company, the permit needs to be permitted to the company -name as it appears in the NC Secretary of State's
corporation database. The permittee may apply as an individual, but it will be given to them personally. If the
company in the database is the correct name, please revise the first page of the N01 and re -send this
information.
2. Please darken the lines for the drainage areas on the site plan.
3. If your site does indeed plan to discharge wastewater from the facility, please revise the NOI and resubmit it.
Currently your application states that you will only ever discharge stormwater — therefore we must currently
write your COC for a stormwater-only discharge. If that is inconsistent with what may happen at the site, please
revise this application and resubmit.
Please provide the above information by November 11, 2011.
Thank you and I apologize again for any inconvenience and extra effort on your part. Please let me know if you have any
further questions or comments.
Thank you,
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, INC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http:/Lportal.ncdenr.org/web/wg/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**
From: Jones, Jennifer
Sent: Tuesday, October 11, 2011 3:41 PM

r' - T
To: Tom Speight
Cc: Jones, Jennifer
Subject: RE: Southeastern Concrete Permit Application Cistern Overflow
Mr. Speight,
Additionally, your application states the owner is "Hubert Sellers Member/Manager Southeastern Concrete". The
secretary of state's database or registered companies in NC lists the name as Southeastern Concrete, Inc. If applying as
a company, the permit needs to be permitted to the company name as it appears in the NC Secretary of State's
corporation database. The permittee may apply as an individual, but it will be given to them personally.
If the company in the database is the correct name, please revise the first page of the NOI and re -send this information.
Thank you,
Jennifer Jones
Environmental Engineer
NCDENR I DWQ f Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http://portal.ncdenr.org/web/wq/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**
From: Jones, Jennifer
Sent: Tuesday, October 11, 2011 3:36 PM
To: Tom Speight
Cc: Rawls, Paul; Jones, Jennifer; Pickle, Ken
Subject: RE: Southeastern Concrete Permit Application Cistern Overflow
Dear Mr. Speight,
I just reviewed your application for an NCG140000 — Southeastern Concrete. I'm following up with our phone
conversation we just had. If you can please provide the following information for our review of your site plans.
1) In your application you stated that the facility was using 700 gal x 6.5 trips/day = 4,550 gal/day for dust control.
Please verify that this is the case year-round at the facility. If not, please provide an average low -use number as
well.
2) Your application states that you will not discharge wastewater and are not applying to discharge wastewater,
but you have also stated that "Southeastern Concrete proposes to install a 4 inch drain opening to drain any
overflow from the final storage basin into a rapid filter drain to allow water to leave the site with TSS less than
10 mg/I". Please show how your facility will meet permit limits from this discharge — meaning what types of
wastewater will be discharged, what are average TSS values for the wastewaters that are discharged, and how
you propose to meet them. Please provide any supporting information needed.
3) Please show the drainage area on the site plan and indicate the acreage of the area draining to the wastewater
bins.

4) Please darken the lines for the drainage areas on the site plan.
5) If your site does indeed plan to discharge wastewater from the facility, please revise the NOI and resubmit it.
Currently your application states that you will only ever discharge stormwater -- therefore we must currently
write your COC for a stormwater-on/y discharge. If that is inconsistent with what may happen at the site, please
revise this application and resubmit.
Please provide the above information by November 11, 2011. Please submit to:
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
If you cannot submit the application by that time, please indicate to DWQ when you will be able to submit that
information, in writing, or your application will be returned as incomplete.
As I said on the phone I will be out of the office from Wed Oct 12 —Tues Oct 181". If you need immediate help during
that time, please contact Ken Pickle in the Stormwater Permitting unit office.
Thank you,
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http:llportal.ncdenr.org/web/wq/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations."
From: Tom Speight [mailto:[e-mail]]
w
Sent: Monday, October 03, 2011 9:00 AM
To: Jones, Jennifer
Subject: Southeastern Concrete Permit Application Cistern Overflow
Good morning Jennifer,
have sent you a revision sheet showing the CO2 schematic as requested.
As we discussed, only well water is used to irrigate and wet down aggregate, stone and sand. Well water fills the
cistern and is sprayed on aggregate stone and sand. The excess water is returned though a rock drain to the
cistern and re sprayed, if the cistern overflows, water will slowly drain westerly about 240 feet over the crush and
run drive on the south side of property behind the storage building. This is no problem as we discussed with Ken.
Thanks,

i.Q/i6 t'w._- •tea/..�...�...�.�.r�,�y� ���-/-� �'— '---... _ ��.
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-!

ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P.O. Box 53787 -
1333 Morganton Road, Suite 201 1
Fayetteville, North Carolina 28305
P. [phone] F. [phone]
www.LKandA.com
1k a
To:
Jennifer Jones
Company:
NCDENR
Address:
512 N. Salisbury St.
Raleigh, NC 27604
Re:
Southeastern Concrete -
Date:
09/30/2011
CC:
We are
OVERNIGHT
PICKUP AT OUR
sending via:
❑
HAND DELIVERY
-
El
DELIVERY
❑
US MAIL
❑
OFFICE
©
SURVEY
❑
PLOT PLAN(S)
❑
CHANGE ORDER
❑
DRAWING(S)
The following:
PRELIMINARY
FINAL
CONCEPTUAL
❑
DRAWING(S)
❑
CONSTRUCTION
❑
CONSTRUCTION
PJ
OTHER
DRAWING 5
DRAWING(S)
For.your:
a
REVIEW
❑
COMMENTS
❑
SIGNATURE
OTHER
DESCRIPTION
Site Drainage Plan for Southeastern Concrete
1 Y
&
111
Notes:
From:
rae Anderson
Please notifv us at once if anv items are

ENGINEERING • SURVEYING • DESIGNING • DRAFTING
Larry King & Associates R.L.S., P.A.
Post Office Box 53787 •1333 Morganton Road, Suite 201
Fayetteville, North Carolina 28305
[phone] • Fax: [phone]
September 20, 2011 www.LKandA.com
Mr. Ken Pickle, PE
Wetlands Buffer Stormwater Compliance and
Permitting Unit
Division of Water Quality
North Carolina Department of Environment Health and Natural
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Application for NPDES Discharge Permit
for Ready -Mixed Concrete Sites
Southeastern Concrete
PO Box 26299
Fayetteville, NC 28314
Dear Mr. Pickle:
Resources
SrP 2 3 2p11
DEN�95�OR�A � �►eH
Southeastern Concrete is applying for NPDES Discharge Permit for Ready -Mixed Concrete Sites.
Southeastern Concrete does not have an existing NPDES Discharge Permit, but has an Air quality
permit from NCDENR number 09819IZ02 Facility ID #2600226.
"file existing 1.73 auc-LW is basically built out and located in an industrial type area
and ghares drai�ays,with other surrounding industries. Southeastern Concrete utilizes a lot
of gravel along with a Concrete barrier wall that slows down stormwater leaving site and allows
water to seep into the soil on a relatively flat site.
Southeastern Concrete uses Recover product to wash inside of each truck drum and is not
dischar ed but used in making concrete the following day. Therefore, truck washout waste is
eliminated from being treated and discharging from site.
Southeastern Concrete exterior truck washout is done on a concrete ad that is decanted through
mul-liple concrete basins where water ph is_reduced_to 8 or less by a carbon dioxides stem if
necde . The water is recycled for use in dust control on site throughout the day. Stored
aggregate is kept moist using well water and this water is recycled with using a cistern.
1 have enclosed application, $100 check, three copies of SWPP.
Southeastern Concrete requests to meet with you to discuss the unique workings of this site.
Sincerely,
Thomas S. Spcight, Jr. Pelli_�
Larry King & Associates, R.L.S., P.A.
cc: Mr. Hubert Sellers, Member/Manager Southeastern Concrete

ArT4
NCDENRNp C v *'- u D[w
EMVI .O EW -D NM1 Rc9o1111CL
Division of Water Quality / Surface Water Protection
National Pollutant Discharge Elimination System
NCG140000
FOR AGGNCY USG ONLY
Dale Received
Year
Mnnlh
Day
Cc!nilicatcorcovcrt
c
N 1 4 0
7
Check # Amount
oC:) 1DO.
Crmit Assl . led to
_-. ay-4 s
NOTICE OF INTENT D
National Pollutant Discharge Elimination System application for coverage under General it
NCG140000: S6-
P
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activitie aso, gied a§: 3 ?O
pR
SIC (Standard Industrial Classification) Code - 3273 Ready Mixed Concrete �5
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction'.
For existing plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue too erate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stormwater BMP structures
treating process wastewater (lows commingled with stormwater) require an ATC prior toconstruction
per 15A NCAC 21-1 .0138. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG14 permit. Design of treatment facilities
must comply with requirements of 15A NCAC 2H .0138 & .0139.
Construction of wastewater treatment facilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and sealed by a
Professional Engineer (P.E.) or qualified staff2 along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
�� For questions, please contact the DWQ Regional Office for your area. (See page 5)
1 --
(Please print or type)
1) Mailing address of ownerloperator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No,
Hubert Sellers Member/Manager Southeastern Concrete
P. O. Box 26299
Fayetteville
910,764.0100
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Southeastern Concrete
Hubert Sellers Member/ Manager
P. O. Box 26299
Fayetteville
Cumberland,
910.764.0100
StateNC ZIP Code 28314
Fax: 910.764,0120
StateNC ZIP Code 28314
Fax: [phone]
Page 1 of 5
'As per 15A NCAC 2H .0106
2Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-229-071408
Last revised 7/14108

m

NCG140000 N.O.I.
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). Commencing in Fayetteville NC at intersection Cliffdale
and Reilly Rds. Proceed South on Reilly Rd. 0.26 miles turn left on Reilly Road Industrial Park Road and
go straight 0.22 miles to gate entrance on left at end of gravel road at Southeastern Concrete
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 35deg 03 min 13.34 sec Longitude 79 deg 00 min 50.23 sec (deg, min,
sec)
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
x Existing
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code; 3273
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(Include a site diagram showing the process areas present at this facility.)
Ready Mix Concrete
8) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? 3 existing for stormwater none for wastewater a new rapid filter stormwater is proposed
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? Discharge stormwater to exiting ditches no wastewater
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). n/a
Receiving water classification (if known): unknown goes to Beaver Creek 2400 ft more or less to Beaver
Creek
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG140000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-I or freshwater ORW.
9) Does this facility have any other NPDES permits?
❑ No
j/ Yes
If yes, list the permit numbers for all current NPDES permits for this facility: Air Permit No 09819R02 Fac ID#
2600226
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
N No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
Page 2 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
IOU
No
Y Proposed rapid filter Yes
If yes, please briefly describe: Site is relatively flat; Site is blocked off around site exterior wash area to keep
site. Stormwater proposed as rapid filter; 100 yr storm contained for exterior wash area see engineered plans
by LKA Tom SpeightPE
12) Does this facility have a Stormwater Pollution Prevention Plan?
❑ No
y Yes
If yes, when was it implemented? September 2011
13) Are vehicle maintenance activities occurring or planned at this facility?
❑ No
y Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning ❑ Yes N No
Wetting of raw material stockpiles ❑ Yes N No
Mixing drum cleaning ❑ Yes N No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater.
� For a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
1 area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH - 6-9 SU, Total
Suspended Solids (TSS) - 30 mg1l, and Settleable Solids (SS) - 5 mlll.) [Use separate sheet(s)].
If all these discharges are recycled, please refer to Question 15.
For elants that recycle and/or discharge process wastewater:
When applying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NOL For new sites, you must submit three (3) sets of design plans and
specifications with this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sites, applicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes information
such as tank volumes, dimensions, retention time, piping, settling basin details, etc.
Please note: If new treatment systems are planned for an existing site, an A TC will be required
prior to construction of those facilities. Plans/specs/calculations prepared by a P.E. and the
request for an ATC may be submitted with this NOI, or separately at a later date. DWQ may
request the status of your plans for requesting an ATC upon issuance of the COC.
15) Does the facility use or plan to use a recycle system?
❑ No
Y dust control exterior wash water and recycle well water on aggregate
Yes
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
_100 year Rapid filter see talcs year, 24-hr rainfall event
Page 3 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
For a recycle system (regardless of when it overflows), please provide plans, calculations, and design
specifics (e.g., throughput assumptions/water balance, design volume, retention time, surface area, amount of
freeboard in design storm event, etc.). [Use separate sheet(s)].
KaFor a sufficient application, the information must demonstrate compliance of final discharge with permit
effluent limits (pH — 6-9 SU, Total Suspended Solids (TSS) — 30 mgll, and Settleable Solids (SS) — 5 ml/1), or
must demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-year, 24-hr
rainfall event plus one foot of freeboard under design operating conditions.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
n No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
n No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
n No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
n No
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:n/a
How is material stored:n/a_
Where is material stored:n/a
How many disposal shipments per yearn/a
Name of transport 1 disposal vendor:nla_
Vendor address:n/a
18) Certification:
North Carolina General Statute 143-215.6 B(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
]Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Page 4 of 5
SWU-229-071408 Last revised 7/14/2008

NCG 140000 N.O.I.
Printed Name of Person Signing: Hubert Sellers,'�4" LijdL__�
Title: ember/Manager
Signature 4ofAp4pITcant) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
Y Check for $100 made payable to NCDENR.
Y This completed application and all supporting documentation (including design details and calculations for
treatment systems).
{ ❑ If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
or local designee: documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138).
�{ ❑ For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
1 specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7).
Kay❑ For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
y A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwaterlwastewater treatment structures, (c) location of
stormwaterlwastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
y A county map or USGS quad sheet with location of facility clearly marked.
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ...... [phone]
Fayetteville Office ... [phone]
Mooresville Office ... [phone]
Raleigh Office ........ [phone]
Washington Office ... [phone]
SWU-229-071408

NCG140000 N.O.I.
Wilmington Office ... [phone]
Winston-Salem ...... [phone]
Central Office ......... [phone]
Page 6 of 5
SWU-229-071408 Last revised 7/14/2008

SITE
® ENGINEERING - SURVEYING - DESIGNING - DRAFTING'
Larry King & Associates, R.L.S., P.A.
P.O. Box 53787
1333 Morganton Road, Suite 201
Fayetteville, North Carolina 28305
P. [phone] F. [phone]
www.LKondA.com
SOUTHEASTERN
CONCRETE
VICINITY MAP
DkAWN er.- M EA DATE: J U LY 18, 2011
CNECKEO or TSS SCA1E N.T.S.
4PPROV0 Or TSS

Map for Southeastern Concrete
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Indcxntiyp
NC SPCS F: 609317.3, N:144617. l meters (NA D83)
Lang:-79.0140750 W, [at: 35.0536778 N (NA D83)

SOUTHEASTERN CONCRETE PRODUCTS OF FAYETTEVILLE
9007
1
d
9/ 15/11 100.00 100.00
9/15/11 9007 NC Dept of Enviroment & Natual Resource $100.00

+- o ► 1 1 BB&T 9007
BRANCH BANKING AND TRUST COMPANY
SOUTHEASTERN CONCRETE 1-800-BANK BBT BBT.com
PRODUCTS OF FAYETTEVILLE 66-1121531 HATE
P. O. Drawer26299 Check Number: 9007 Sep 15, 2011
Ph. 910-764-0100
Fayetteville, NC 28314
Memo: 2600226
PAY One Hundred and 00/100 Dollars
TO THE
ORDER
OF:
AMOUNT
100.00 '
NC Dept of Enviroment & Natual Resource
1641 Mail Service Center
Raleigh, NC 27699-1641
4a4&G
_ _AAUT1601 ZEDATURE i

g
*0
Stormwater Pollution Prevention Plan
for
Southeastern Concrete
P.O Box 26299
1001 S. Reilly Rd. #261
Fayetteville, NC 28314
September 7, 2011
Prepared by:
ENGINEERING - SURVEYING - OESIGNING - DRAFTING.
Larry King & Associates, R.L.S., P.A.
F.G. Box 53787
133. Morgonforl Road, Sung 201
Payetlevifie, Nor;h Corohro 28305
P. (9 i 0) 483--4300 F, [phone]
vo/,(\,\1.LKandA.coi7,
Thomas S. Speight, Jr., PE
tspeight(c kanda.com

•
•
0
STATEMENT OF CERTIFICATION
I certify that the Stormwater Pollution Prevention Plan has been completed and
implemented at this facility. The SWP Plan and attachments were completed to the best
of my knowledge and belief, true, accurate and complete.
Signature:
Date:
Thomas/S. Speight, Jr.
�4
1 if CAR ,,,
PE foFEssio-•ti9'�
IAtt
Larry King & Associates, R. L. S., PA, r SEAL ��A� ;
20234
1333 Morganton Road �� i
Fayetteville, NC 28305 r=;y�'tic.'NGWEF-�f
2� s....
Fax [phone]
Email [e-mail]
. 14, *. o 1 l F'1 q M C.- 0 4% -7

•
�11
TABLE OF CONTENTS
1. Statement of Purpose
2. Objectives of the Plan
3. Stormwater Pollution Prevention Team
4. Facility Description
5. Maps
6. Materials Used/Stored On -Site
7. Inspections
8. Employee Training
9. Spills
10. Emergency Contacts
APPENDIX
A. Material Safety Data Sheets
B. inspection Forms and Reports
C. Employee Training Form and Reports
D. Spill Reporting Form and Reports
E. State and Federal Water Pollution Control Permit Requirements

el. STATEMENT OF PURPOSE
A. The purpose of the SWP2 Plan is to design, implement, manage, monitor,
maintain and reduce the amount of pollutants in stormwater discharges from the
3.7 acre Southeastern Concrete site in Fayetteville, NC.
B. Satisfy the requirement for a Stormwater Pollution Prevention Plan to
successfully manage stormwater and discharges from site.
2. OBJECTIVES OF THE PLAN
A. Identify potential sources of pollution on site.
B. Identify procedures to eliminate or minimize contact of the sources with
stormwater.
C. Provide procedures to handle the stormwater so as to minimize pollution leaving
the site.
D. Identify the persons responsible for implementing and complying with the
Stormwater Pollution Prevention Plan.
03, STORMWATER POLLUTION PREVENTION TEAM
Persons of responsible charge for implementation and compliance with the Stormwater
Pollution Prevention Plan.
Company Contact:
Hubert Sellers, Member/Manager
Southeastern Concrete
1001 S. Reilly Rd., #261 Office: 910.764.0100
P.O. Box 2299 FAX: [phone]
Fayetteville, NC Cell: 910.850.4801
Site Contact:
Jeff Sells, Facility Manager
Southeastern Concrete
P.O Box 26299 Office: 910.764.0120
1001 S. Reilly Rd. #261 FAX: [phone]
Fayetteville, NC 28314 Cell: 910.263.9656
0

04. FACILITY DESCRIPTION
The facility is a ready mix batch concrete plant. Makeup water is from non potable well
water supply system. This system is also connected to the City water in case the well is
ever unavailable. Cross connection controls are installed to City standards. Domestic
water is City water and wastewater is discharged to a septic tank/lateral field
There is no wastewater discharged from site. The aqueous solution Recover is now
used to prevent the need for wash out of the inside of the mixer drums. Currently 36
ounces of Recover are combined with 40 gallons of water and left to coat one drum's
interior over night. The solution prevents any leftover concrete from hardeninglsettling
in the drum. It loses potency by the next morning and doubles as mix water for new
concrete. Washout wastewater has been eliminated, Water used for exterior washing
of trucks is captured in concrete storage basins.
Exterior wash water is contained in the four wash out basins located in the area north
east of the batch plant facility. The water ponded is dependent upon both evaporation
and percolation to maintain current conservation level. A carbon dioxide system is
expected to reduce the Ph to below 8(if needed on temporary basis). The accumulation
of fines in the exterior wash water pond will have to be excavated from time to time and
go the resulting material will be hauled to an acceptable landfill. Wash out water where
fines have settled out is pumped into a tank where water is used on the entire site for
dust control as needed. The basin area is complete with a concrete berm to allow for a
one -foot freeboard in case of excessive rainfall. The concrete berms keep the washout
on site where it percolates into a rapid filter and slowly discharged to a ditch. The rest
of site drains off site from existing catch basins on site and surface flow.
Ascorbic acid is also used with water for exterior truck wash. The wash water is
collected in a series of four blocked concrete lined storage basins. There is generally
no discharge from the first basin fills up and is decanted from the top into the next basin
in series. The fourth basin has relative clear wash water. The third basin in series will
utilize a carbon dioxide system to reduce the Ph of the washout water to below 8 as
required. Settled solids are periodically removed from each basin as needed to a drying
basin and are used as road/sub-grade base material and deposited in landfill.
Storage basins were being cleaned once every three days beforehand inside wash out
water. With no wash water from the inside of any mixers being expelled, that
occurrence is expected to become once every four months or so.
60 total trips/day x 40 gals wash/ after loading = 2,400 gals/day (*Total exterior wash
water discharged to storage basins each day)
0

After solids settle out of the last basin, water is pumped out into a water tank and
distributed on site for dust control. A typical tank contains 700 gallons.
700 gal x 6.5 trips per day = 4,550 gals /day for dust control
In case water is not available from the last basin, non potable well water is used for dust
control.
Storage basin: 27' wide x 54' long x 3' deep = 4,374 ft3 (1' free board)
4,374 ft3 x 7.48 gal/ ft3 = 32,717 gal
32,717 gal _ 2,400 gal/day = 13.6 days
13.6 days x 4 basins = 54 days total
CO2 Gas for Ph and Total Solids Control (if needed as temporary backup plan)
In the event that use of the Recover Capture of washout has to be altered,
Southeastern Concrete has installed a ph control and monitoring system that uses a
IS CO2 gas system to lower the ph of process water and total suspended solids for any
washout water discharged to the concrete basins. Typical treatment of similar installed
systems that lower the washout Ph to 7.5 yield suspended solids in the range of 10-18
mg/l. Treated water in this range meets new State permit requirements for direct
discharge. Southeastern Concrete proposes to install a 4 inch drain opening to drain
any overflow from the final storage basin into a rapid filter drain to allow water to leave
the site with TSS less than 10 mgll. This combination of treatment meets State
discharge limits if required by permit.
Work on trucks in garage is self contained. Oil from vehicles is recycled for heating
garage in cold weather.
Stormwater takes advantage of natural drainage and will cause the least amount of
disturbance to the site. Storm Drainage
The southeastern Concrete site is 3.7 acres. The effective drainage area is approximately
3.1 acres. Most of the existing site is gravel, crushed concrete and ABC stone. The site is
bordered by an existing ditch on the west and an existing ditch on the North. The existing
site drains to the west and some to the north. The aggregate storage area is sprayed
down from well water and excess water is recycled by collecting excess in a cistern and
re -pumping to spray on aggregate. The concrete wall keeps water on site. Because of
using the "Recover Solution to wash trucks, there is not a direct source of discharging
concrete wastewater off site. The storm water runoffs into the west ditch and north ditch
efrom a very flat site. There is an existing concrete block wall that controls and prevents

most of the stormwater leaving the site. Where stormwater is collected on the
northeasterly corner of the property shall discharge to the existing ditch thorough riser
barrel rapid filter. This filters water collected around the storage basin area. Also, the final
storage basin may use an overflow drain into a filter drain.
The base drainage map with proposed improvements riser basin and
is complete. The log of admixture usage is ongoing and is logged monthly.
5. MAPS
A. General location map of the 3.73 acre site off Reilly Road in the City of
Fayetteville, NC is provided.
A site map showing location of storage piles, storage silos, fuel storage areas,
buildings, entranceslexits, berms to keep stormwater off and on the site, water
pollution control structures, best management practices needed to implement the
SWP Plan, waste concrete piles, warehouses, any areas where left over
concrete is dumped, where trucks are washed, etc and the normal stormwater
flow direction across the site is provided.

Storm Water Inspection and Maintenance.
It is important to inspect and maintain stormwater structures and outlet areas on site.
Stormwater shall inspect to NCDNR Land Quality standards for monitoring erosion and sedimentation
control. Southern Concrete shall designate a stormwater compliance inspecting officer to
Inspect the sight after every 0.5 inch of rain. All surface and pipe discharges shall be inspected.
If any deficiency's are observed, then those deficiencies are documented and reported to the facility
manager to be fixed or repaired. Repair dates shall be recorded.
The Riser barrel rapid filter shall be inspected, to insure continuing operation.
The filter beds may be raked, remove in excess material, use clean outs to maintain
Perforated pipes. If needed, top layer of filter fabric may be replaced and re builds the bed.
The inspection form is in the appendix,
•

Southeastern Concrete Drainage
Proposed Rapid filter riser barrel
The rapid filter provide an outlet for the northwest corner of the existing
site. Water is blocked from leaving site and percolates into the soil
Storms were routed for the 10 year and 100 yr storm where water is contained on site.
All water drains though the filter, and does not go into the riser. This complies with
volume and TSS controls.
The filters are to be inspected and maintained for each storm.
•
0

FIRM ROUTING METHOD
PIPES, WEIR, RISER BARREL
Given Inputs
QP=(cfs) 5.57
TP(min)= 20.00
dT(min)= 1,00
Southeastern Concrete Rapid Filter 10 year
QMAX=(cfs) 4.46
STAGE(ft) , 2.17
ks=
1200.00
b=
1.29
'RISER.,
BARR�T_E_i*_' s;
PIPES
�, ',WEIR �'° �.�+
N=
1.00
LW=i
0.00
NR=
1.00
NB= 1.00
Cd=
0.59
CW=
3,00
CWR=
3.30
CB= 0.59
D(in)=
16,00
ZW=t
5.50
DR=(ft)
3.00
DB=(ft) 1.33
Z(ft)=
1.00
(diameter)
EB=(ft) 0.00
ER=(ft)
2.70
CDR=
0.59
TIME INFLOW STAGE ?t-iSTORAGE OUTFLOW
min cfs ft ? "s -.� 9 ft .., cfs
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
0.03
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
0.14
0.01
2.06
0.00
0.00
0.00
0.00
0.00
0.00
3.00
0.30
0.02
10.24
0.00
0.00
0.00
0.00
0.00
0.00
4.00
0.53
0.05
28.45
0.00
0.00
0.00
0.00
0.00
0.00
5.00
0.82
0.10
60.36
0.00
0.00
0.00
0.00
0.00
0.00
6.00
1.15
0.16
109.30
0.00
0.00
0.00
0.00
0.00
0.00
7.00
1.52
0.23
178.19
0.00
0.00
0.00
0.00
0.00
0.00
8,00
1.92
0.31
269.42
0.00
0.00
0.00
0.00
0.00
0.00
9.00
2.35
0.41
384.89
0.00
0.00
0.00
0.00
0.00
0.00
10.00
2.79
0.53
525.85
0.00
0.00
0.00
0,00
0.00
0.00
11.00
3.22
0.65
692.95
0.00
0.00
0,00
0.00
0.00
0.00
12.00
3.65
0.79
886.19
0.00
0.00
0.00
0.00
0.00
0.00
13.00
4.05
0.94
1,104.92
0.00
0.00
0.00
0.00
0.00
0.00
14.00
4.42
1.09
1,347.89
0.10
0,10
0.00
0.00
0.00
0.00
15.00
4.75
1.25
1,607.11
0,45
0,45
0.00
0.00
0.00
0.00
16.00
5.04
1.41
1,865.37
0.91
0.91
0.00
0.00
0.00
0.00
17.00
5.27
1.55
2,112.80
1.43
1.43
0.00
0.00
0.00
0.00
18.00
5.43
1.68
2,342.75
1,97
1.97
0.00
0.00
0.00
0.00
19.00
5.54
1.79
2,550.70
2.49
2.49
0.00
0.00
0.00
0.00
20.00
5.57
1.89
2,733.73
2.96
2.96
0.00
0.00
0.00
0.00
21.00
5.54
1.98
2,890.08
3.39
3.39
0.00
0.00
0.00
0.00
22.00
5.43
2.04
3,018.88
3.75
3.75
0.00
0.00
0.00
0.00
23.00
5.27
2.10
3,119.97
4.04
4.04
0.00
0.00
0.00
0.00
24.00
5.04
2.14
3,193.74
4.25
4.25
0,00
0,00
0.00
0.00
25.00
4.76
2.16
3,241.00
4.39
4.39
0.00
0.00
0.00
0.00
26.00
4.46
2,17
3,263.29
4.45
4.45
0.00
0.00
0.00
0.00

•
27.00
28.00
4,18
3.92
2.17
2.16
3,263.69
3,247.17
4.46
4.41
4.46
4,41
0.00
0.00
0.00
0.00
0.00
Mo
0.00
0.00
29.00
3.67
2.15
3,217.78
4.32
4.32
0.00
0,00
0.00
0.00
30.00
3.44
2.13
3,178.77
4.21
4.21
0.00
0.00
0.00
0.00
31.00
3.22
2.10
3,132.71
4.07
4.07
0.00
0.00
0.00
0.00
32.00
3.02
2.08
3,081.66
3.93
3,93
0.00
0,00
0.00
0.00
33.00
2.83
2.05
3,027.23
3.77
3.77
0.00
0.00
0.00
0.00
34.00
2.65
2.02
2,970.68
3.61
3.61
0.00
0.00
0.00
0.00
35,00
2.48
1.99
2,913,00
3.45
3.45
0.00
0.00
0.00
0.00
36.00
2.33
1.96
2,854.96
3.29
3.29
0.00
0.00
0.00
0.00
37.00
2.18
1.93
2,797.13
3.13
3,13
0.00
0.00
0.00
0.00
38.00
2.04
1.90
2,739.96
2,98
2.98
0.00
0.00
0.00
0.00
39.00
1,92
1.87
2,683,79
2.83
2.83
0.00
0.00
0.00
0.00
40.00
1.80
1.84
2,628.86
2.69
2.69
0.00
0.00
0.00
0.00
41.00
1.68
1.81
2,575.36
2.55
2.55
0.00
0.00
0,00
0.00
42.00
1.58
1.78
2,523.39
2.42
2.42
0.00
0,00
0.00
0.00
43.00
1.48
1,75
2,473.05
2,29
2.29
0.00
0.00
0.00
0.00
44.00
1.38
1.72
2,424.38
2.17
2.17
0.00
0.00
0.00
0.00
45.00
1.30
1.70
2,377,41
2.05
2.05
0.00
0.00
0.00
0.00
46.00
1.22
1.67
2,332.13
1.94
1.94
0.00
0.00
0.00
0.00
47.00
1.14
1.65
2,288.54
1.84
1,84
0.00
0.00
0.00
0.00
48.00
1.07
1.63
2,246.60
1.74
1.74
0,00
0,00
0.00
0.00
49.00
1.00
1.60
2,206.29
1.65
1.65
0,00
0.00
0.00
0.00
50.00
0.94
1.58
2,167.57
1.56
1.56
0.00
0.00
0.00
0.00
51.00
0,88
1,56
2,130.38
1.47
1.47
0.00
0.00
0.00
0.00
52.00
53.00
0,82
0.77
1.54
1.52
2,094.69
2,060.44
1.39
1.32
1.39
1.32
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
54.00
0.72
1.50
2,027.58
1.25
1.25
0.00
0.00
0.0o
0.00
55.00
0,68
1,48
1,996.07
1.18
1.18
0.00
0.00
0.00
0.00
56.00
0.63
1.47
1,965.85
1.12
1.12
0.00
0.00
0.00
0.00
57.00
0.59
1.45
1,936.87
1.06
1.06
0.00
0.00
0.00
0.00
58.00
0.56
1.43
1,909.08
1.00
1.00
0.00
0.00
0.00
0.00
59.00
0.52
1.42
1,882.43
0,95
0.95
0.00
0.00
0.00
0.00
60.00
0.49
1.40
1,856.89
0,90
0.90
0.00
0.00
0.00
0.00
61.00
0.46
1.39
1,832.39
0.85
0.85
0.00
0.00
0.00
0.00
62.00
0.43
1.37
1,808,91
0.81
0.81
0.00
0.00
0.00
0,00
63,00
0.40
1.36
1,786,38
0.76
0.76
0.00
0.00
0.00
OM
64.00
0.38
1.35
1,764.79
0.72
0.72
0.00
0.00
0.00
0.00
65.00
0.35
1.34
1,744.08
0.68
0,68
0.00
0,00
0.00
0.00
66.00
0.33
1.32
1,724.21
0.65
0.65
0.00
0.00
0.00
0.00
67.00
0.31
1.31
1,705.16
0.62
0.62
0.00
0.00
0.00
0.00
68.00
0.29
1.30
1,686.88
0.58
0.58
0.00
0.00
0.00
0.00
69.00
0.27
1.29
1,669.34
0.55
0.55
0.00
0.00
0.00
0.00
70.00
0.26
1.28
1,652.52
0,52
0.52
0.00
0.00
0.00
0.00
71.00
0.24
1.27
1,636.37
0.50
0.50
0.00
0.00
0.00
0.00
72.00
0.22
1.26
1,620.88
0.47
0.47
0.00
0.00
0.00
0,00
73.00
0.21
1.25
1,606.01
0.45
0.45
0.00
0.00
0.00
0.00
74.00
0.20
1.24
1,591.73
0.43
0.43
0.00
0.00
0.00
0.00
75.00
0.18
1.24
1,578.03
0,40
0.40
0.00
0.00
0.00
0.00
76.00
0.17
1.23
1,564.87
0.38
0.38
0.00
0.00
0.00
0.00
77.00
0.16
1.22
1,552.23
0.36
0.36
0,00
0.00
0.00
0.00
78.00
0.15
1.21
1,540.09
0.35
0.35
0.00
0.00
0.00
0.00

79.00
0.14
1.21
1,528,43
0.33
0.33
0.00
0.00
0.00
0.00
80.00
0.13
1.23
1,517.23
0.31
0.31
0.00
0.00
0.00
0.00
81.00
0.12
1.19
1,506.47
0.30
0.30
0.00
0.00
0.00
0.00
82.00
0.12
1,19
1,496.13
0,28
0.28
0.00
0.00
0.00
0.00
83.00
0.11
1.18
1,486.19
0.27
0.27
0.00
0.00
0.00
0.00
84.00
0.10
1.17
1,476.64
0.26
0.26
0.00
0.00
0.00
0.00
85.00
0.10
1.17
1,467.45
0.24
0,24
0.00
0.00
0.00
0.00
86.00
0.09
1.16
1,458.62
0.23
0,23
0.00
0.00
0.00
0.00
87.00
0.08
1.16
1,450.13
0,22
0.22
0.00
0.00
0.00
0.00
88.00
0.08
1.15
1,441.96
0.21
0.21
0.00
0.00
0.00
0.00
89.00
0.07
1.15
1,434.11
0.20
0.20
0.00
0.00
0.00
0.00
90.00
0,07
1.14
1, 426. 55
0.19
0.19
0,00
0.00
0.00
0.00
91.00
0.07
1.14
1,419.28
0.18
0.18
0.00
0.00
0.00
0.00
92.00
0.06
1.13
1,412.28
0.17
0.17
0.00
0.00
0.00
0.00
93.00
0.06
1.13
1,405.54
0.17
0.17
0.00
0.00
0.00
0.00
94.00
0.05
1.13
1,399.06
0.16
0.16
0.00
0.00
OM
0.00
95.00
0.05
1.12
1,392.82
0.15
0.15
0.00
0.00
0.00
0.00
96.00
0.05
1.12
1,386.81
0.14
0.14
0.00
0.00
000
0.00
97.00
0.04
1.12
1,381.02
0.14
0.14
0.00
0.00
0.00
0.00
98.00
0.04
1.11
1,375.45
0.13
0.13
0.00
0.00
0.00
0.00
99.00
0.04
1.11
1,370.08
0.13
0.13
0.00
0.00
0.00
0.00
100.00
0.04
1.10
1,364.90
0.12
0.12
0.00
0.00
0.00
000
101.00
0.03
1.10
1,359.92
0.11
0.11
0.00
0.00
0.00
0.00
102.00
0.03
1.10
1,355.12
0.11
0.11
0.00
0,00
0.00
0.00
103.00
0.03
1.10
1,350.49
0.10
0.10
0.00
0.00
0.00
0.00
104.00
0.03
1.09
1,346.02
0,10
0.10
0.00
0.00
0.00
0.00
105.00
0.03
1.09
1,341.72
0.10
0.10
0.00
0.00
0.00
0.00
106.00
0.02
1.09
1,337.57
0.09
0.09
0.00
0.00
0.00
0.00
107.00
0.02
1.09
1,333.56
0.09
0.09
0.00
0.00
0.00
0.00
108.00
0.02
1.08
1,329.70
0.08
0.08
0.00
0.00
0.00
0.00
109.00
0.02
1,08
1, 325.98
0,08
0.08
0.00
0.00
0.00
0.00
110.00
0.02
1.08
1,322.38
0.08
0.08
0.00
0.00
0.00
0.00
111.00
0.02
1.08
1,318.92
0.07
0,07
0.00
0.00
0.00
0,00
112.00
0.02
1,07
1,315.57
0.07
0.07
0,00
0.00
0.00
OM
113.00
0.02
1.07
1,312.34
0.07
0.07
0.00
0.00
0.00
0.00
114.00
0.01
1.07
1,309.22
0.06
0.06
0.00
0.00
0.00
0.00
115.00
0.01
1.07
1,306.21
0.06
0.06
0.00
0.00
0.00
0.00
116.00
0.01
1.07
1,303.30
0.06
0.06
0.00
0.00
0.00
0.00
117.00
0.01
1.06
1,300.49
0.06
0.06
0.00
0.00
0.00
0.00
118.00
0.01
1.06
1,297.77
0.06
0.06
0,00
0,00
0.00
0.00
119.00
0.01
1. D6
1,295,15
0.05
0.05
0.00
0.00
0.00
0.00
120.00
0.01
1.06
1,292.61
0.05
0.05
0.00
0.00
0.00
0.00
121.00
0.01
1,06
1,290.16
0.05
0.05
0.00
0,00
0.00
0.00
12200
0.01
1.D6
1,287.79
0.05
0.05
0.00
0.00
0.00
0.00
123.00
0.01
1.05
1,285.50
0.05
0.05
0.00
0.00
0.00
0.00
124.00
0.01
1.05
1,283.29
0.04
0.04
0.00
0.00
0.00
0.00
125.00
0.01
1.05
1,281.15
0.04
0.04
0.00
0.00
0.00
0.00
126.00
0.01
1.05
1,279.08
0.04
0.04
0.00
0.00
0.00
0.00
127.00
0.01
1.05
1,277.07
0.04
0,04
0.00
0.00
0.00
0.00
128.00
0.01
1.05
1.275.13
0.04
0.04
0.00
0.00
0.00
0.00
129.00
0.01
1.05
1,273,26
0.04
0.04
0.00
0.00
0.00
0.00
130.00
0.01
1.05
1,271.44
0,03
0.03
0.00
0.00
0.00
0.00

131.00
132.00
0.00
0.00
1.04
1,04
1,269.68
1,267.98
0.03
0.03
0.03
0.03
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
133.00
0.00
1.04
1,266.33
0.03
0.03
0.00
0.00
0.00
0.00
134.00
0.00
1.04
1,264.73
0.03
0.03
0.00
0.00
0.00
0.00
135.00
0.00
1.04
1,263.19
0.03
0.03
0.00
0,00
0.00
0.00
136.00
0.00
1.04
1,261.69
0.03
0,03
0.00
0.00
0.00
0.00
137,00
0.00
1.04
1,260.24
0.03
0,03
0.00
0.00
0.00
0.00
138.00
0.00
1.04
1,258.83
0.03
0,03
0.00
0.00
0.00
0.00
139.00
0.00
1.04
1,257.47
0.02
0.02
0.00
0.00
0.00
0.00
140.00
0.00
1.04
1,256.14
0.02
0.02
0.00
0.00
0.00
0.00
141.00
0.00
1.04
1,254.86
0.02
0.02
0.00
0.00
0.00
0.00
142.00
0.00
1.03
1,253.62
0.02
0,02
0.00
0.00
0.00
0.00
143.00
0.00
1.03
1,252.41
0.02
0.02
0.00
0.00
0.00
0.00
144.00
0.00
1.03
1,251.24
0.02
0.02
0.00
0.00
0.00
0.00
145.00
0,00
1.03
1,250.11
0.02
0.02
0.00
0.00
0.00
0.00
146,00
0.00
1.03
1,249.01
0.02
0,02
0,00
0.00
0.00
0.00
147.00
0.00
1.03
1,247.94
0,02
0.02
0.00
0.00
0.00
0.00
148.00
0.00
1.03
1,246.90
0,02
0.02
0.00
0.00
0,00
0.00
149.00
0.00
1.03
1,245.89
0.02
0.02
0.00
0.00
0.00
0.00
15&00
0.00
1.03
1,244,91
0.02
0.02
0.00
0.00
0.00
0.00
151.00
0.00
1.03
1,243.96
0.02
0.02
0.00
0.00
0.00
0.00
152.00
0.00
1.03
1,243, 04
0.02
0.02
0.00
0.00
0.00
0.00
153.00
0.00
1.03
1,242.14
0.02
0.02
0.00
0.00
0.00
0.00
154.00
0.00
1.03
1,241.27
0.02
0.02
0.00
0.00
0.00
0.00
155.00
0.00
1.03
1,240.42
0,01
0.01
0.00
0.00
0,00
0.00
156.00
157.00
0.00
0.00
1.03
1.02
1,239.60
1,238,80
0.01
0.01
0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
158.00
0.00
1.02
1,238.02
0.01
0,01
0.00
0.00
0.00
0.00
159.00
0.00
1.02
1,237.27
0,01
0.01
0.00
0.00
0.00
0.00
16& 00
0.00
1.02
1,236.53
0.01
0.01
0.00
0.00
0.00
0.00
161.00
0.00
1.02
1,235.82
0.01
0.01
0.00
0.00
0.00
0.00
162.00
0.00
1.02
1,235.12
0.01
0.01
0.00
0.00
0.00
0.00
163.00
0.00
1.02
1,234.44
0.01
0.01
0.00
0.00
0.00
0.00
164.00
0.00
1.02
1,233.78
0.01
0.01
0.00
0.00
0.00
0.00
165.00
0.00
1.02
1,233.14
0.01
0.01
0.00
0.00
0.00
0.00
166.00
0.00
1,02
1,232.51
0.01
0.01
0.00
0.00
0.00
0.00
167.00
0,00
1.02
1,231.91
0.01
0.01
0.00
0.00
0.00
0.00
168.00
0.00
1.02
1,231.31
0.01
0,01
0.00
0.00
0.00
0.00
169.00
0.00
1.02
1,230.74
0.01
0.01
0.00
0.00
0.00
0.00
170.00
0.00
1.02
1,230,17
0.01
0.01
0.00
0.00
0.00
0.00
171.00
0.00
1.02
1,229.63
0,01
0.01
0.00
0.00
000
0.00
172.00
0.00
1.02
1,229.09
0.01
0.01
0.00
& 00
0.00
0.00
173.00
0.00
1.02
1,228.57
0.01
0.01
0,00
0.00
0.00
0.00
174.00
0.00
1.02
1,228.06
0.01
0.01
0.00
0.00
0,00
0.00
175.00
0.00
1.02
1,227.57
0.01
0.01
0.00
0.00
0.00
0.00
176.00
0.00
1.02
1,227.09
0.01
0.01
0.00
0.00
0.00
0.00
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ryFIG
I I I I I
0.00 20.00 40.00 60.00 80.00 100.00
Time minutes

•
0
•
HRM ROUTING METHOD
PIPES, WEIR, RISER BARREL
Southeastern Concrete Rapid Filter 100 year
Given Inputs
QP=(cfs) 7.29 QMAX=(cfs) 5.90
TP(min)= 20.00 'STAGE-(ft);f';.2.47
dT(min)= 1.00 Y r<t
ks=
1200.00
b=
1.29
. PIP,,ES'
f„:
^WEI
MIENKRISER
' 1-6A76 L 'fflj
N=
1,00
LW=1 0.00
NR=
1.00
NB= 1.00
Cd=
0.59
CW= 3.00
CWR=
3.30
CB= 0.59
D(in)=
16.00
ZW=l 5.50
DR=(ft)
3.00
DB=(ft) 1.33
Z(ft)=
1.00
(diameter)
EB=(ft) 0.00
ER=(ft)
2.70
CDR=
0.59
TIME INFLOW .STAGE ST,�ORAGE OUTFLOW
min cfs t, .'cu ft cfs
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
0.04
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
0.18
0.01
2.69
0.00
0.00
0.00
0.00
0.00
0.00
3.00
0.40
0.03
13.40
0.00
0.00
0.00
0.00
0.00
0.00
4.00
0.70
0.07
37.23
0.00
0.00
0.00
0.00
0.00
0.00
5.00
1.07
0.12
79.00
0.00
0.00
0.00
0.00
0.00
0.00
6.00
1.50
0.19
143.06
0.00
0.00
0.00
0.00
0.00
0.00
7.00
1.99
0.28
233.21
0.00
0.00
0.00
0.00
0.00
0.00
8.00
2.52
0.39
352.62
0.00
0.00
0.00
0.00
0.00
0.00
9.00
3.07
0.51
503.74
0.00
0.00
0.00
0.00
0.00
0.00
10.00
3.65
0.65
688.23
0.00
0.00
0.00
0.00
0.00
0.00
11.00
4.22
0.80
906.93
0.00
0.00
0.00
0.00
0.00
0.00
12.00
4.77
0.97
1,159.84
0.00
0.00
0.00
0.00
0.00
0.00
13.00
5.30
1.16
1,446.12
0.22
0.22
0.00
0.00
0.00
0.00
14.00
5.79
1.34
1,751.18
0.70
0.70
0.00
0.00
0.00
0.00
15.00
6.22
1.52
2,056.57
1.31
1.31
0.00
0.00
0.00
0.00
16.00
6.59
1.68
2,351.29
1.99
1.99
0.00
0.00
0.00
0.00
17.00
6.89
1.84
2,627.61
2.68
2.68
0.00
0.00
0.00
0.00
18.00
7.11
1.97
2,880.14
3.36
3.36
0.00
0.00
0.00
0.00
19,00
7.25
2.09
3,105.14
3.99
3.99
0.00
0.00
0.00
0.00
20.00
7.29
2.19
3, 300.18
4.56
4.56
0.00
0.00
0.00
0.00
21.00
7.25
2.27
3,463.81
5.05
5.05
0.00
0.00
0.00
0.00
22.00
7.11
2.34
3,595.37
5.42
5.42
0.00
0.00
0.00
0.00
23.00
6.89
2.39
3,696.82
5.62
5.62
0.00
0.00
0.00
0.00
24.00
6.59
2.43
3,773.06
5.77
5.77
0.00
0.00
0.00
0.00
25.00
6.23
2.46
3,822.61
5.86
5.86
0.00
0.00
0.00
0.00
26.00
5.84
2.47
3,844,77
5.90
5.90
0.00
0.00
0.00
0.aa

27.00
5.47
2.46
3,840,96
5.89
5.89
0.00
0.00
0.00
0.00
28.00
5.13
2.45
3,815.53
5.85
5.85
0.00
0.00
0.00
0.00
29.00
4.80
2.43
3,772.25
5.77
5,77
0.00
0.00
0.00
OM
30.00
4.50
2.40
3,714,48
5.66
5.66
0.00
0.00
0.00
0.00
31.00
4.22
2.37
3,645.18
5.52
5.52
0.00
0.00
0.00
0.00
32.00
3.95
2.33
3,567.03
5.37
5.37
0.00
0.00
0.00
0.00
33.00
3.70
2.28
3,482.16
5.11
5,11
0.00
0.00
0.00
0.00
34.00
3.47
2.24
3,397.91
4.85
4.85
0.00
0.00
0.00
0.00
35.00
3.25
2.20
3,314,92
4.61
4.61
0.00
0.00
0.00
0.00
36.00
3.05
2.16
3,233.68
4.37
4.37
0.00
0.00
0.00
0.00
37.00
2.86
2.12
3,154.52
4.14
4.14
0.00
0.00
0.00
0.00
38.00
2.68
2.08
3,077.67
3.92
3.92
0.00
0.00
0.00
0.00
39.00
2.51
2.04
3,003.29
3.70
3.70
0.00
0.00
0.00
0.00
40.00
2.35
2.00
2,931.46
3.50
3.50
0.00
0.00
0.00
0.00
41.00
2.20
1.96
2,862.24
3.31
3.31
0.00
0.00
0.00
0.00
42.00
2.06
1.93
2,795.62
3.13
3.13
0.00
0.00
0.00
0.00
43.00
1.93
1.89
2,731.58
2.96
2.96
0.00
0.00
0.00
0.00
44.00
1.81
1,86
2,670.08
2.80
2.80
0.00
0.00
0.00
0,00
45.00
1.70
1.83
2,611.08
2.64
2.64
0.00
0.00
0.00
OM
46.00
1.59
1.80
2,554.49
2.49
2.49
0.00
0.00
0.00
0.00
47.00
1.49
1.77
2,500.26
2.36
2.36
0.00
0.00
0.00
0.00
48.00
1.40
1.74
2,448.29
2.23
2.23
0.00
0.00
0.00
0.00
49.00
1.31
1.71
2,398.52
2.10
2.10
0.00
0.00
0.00
0.00
50.00
1.23
1.68
2,350.85
1.99
1.99
0.00
0.00
0.00
0.00
51.00
1.15
1.66
2,305.22
1.88
1.88
0.00
0.00
0.00
0.00
•
52.00
1.08
1.63
2,261.53
1.77
1.77
0.00
0.00
0.00
0.00
53.00
1.01
1.61
2,219.70
1.68
1.68
0.00
0.00
0.00
0.00
54.00
0.95
1.59
2,179.67
1.58
1.58
0.00
0.00
0.00
0.00
55.00
0.89
1.57
2,141, 34
1.50
1.50
0.00
0.00
0.00
0.00
56.00
0.83
1.55
2,104.65
1.42
1.42
0.00
0.00
0.00
0.00
57.00
0.78
1.53
2,069.54
1.34
1.34
0.00
0.00
0.00
0.00
58.00
0.73
1.51
2,035,91
1.27
1,27
0.00
0.00
0.00
0.00
59.00
0.68
1.49
2,003.72
1.20
1.20
0.00
0.00
0.00
0.00
60.00
0.64
1.47
1,972.90
1.13
1.13
0.00
0.00
0.00
0.00
61,00
0.60
1.45
1,943.39
1.07
1.07
0.00
0.00
0.00
&00
62.00
0.56
1.44
1, 915.12
1.01
1.01
0.00
0.00
0.00
0.00
63.00
0.53
1.42
1,888.05
0.96
0,96
0.00
0.00
0.00
0.00
64.00
0.49
1.41
1,862.12
0.91
0.91
0.00
0.00
0.00
0.00
65.00
0.46
1.39
1,837,28
0.86
0.86
0.00
0.00
0.00
0.00
66.00
0.43
1.38
1,813.48
0.81
0.81
0.00
0,00
0.00
0.00
67,00
0,41
1.36
1,790.67
0.77
0.77
0.00
0.00
0.00
0.00
68.00
0.38
1.35
1,768,81
0.73
0.73
0.00
0.00
0.00
0.00
69.00
0.36
1.34
1,747.86
0.69
0.69
0.00
0.00
0.00
0.00
70.00
0.33
1.33
1,727.78
0.66
0,66
0.00
0.00
0.00
0.00
71.00
0.31
1.32
1,708,52
0.62
0.62
0.00
0,00
0.00
0.00
72.00
0.29
1.30
1,690.06
0.59
0.59
0.00
0.00
0.00
0.00
73.00
0.28
1.29
1,672.35
0.56
0.56
0.00
0.00
0.00
0.00
74.00
0,26
1.28
1,655.37
0.53
0.53
0.00
0.00
0.00
0.00
75.00
0.24
1.27
1,639.08
0.50
0.50
0.00
0.00
0.00
0.00
•
76.00
77.00
0.23
0.21
1.26
1.25
1,623.45
1,608.45
0.48
0.45
0.48
0.45
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
78.00
0,20
1.25
1,594.05
0.43
0.43
0.00
0.00
0.00
0.00

79.00
0.19
1.24
1,580.23
0.41
0,41
0.00
0.00
0.00
0.00
• 80.00
0.17
1.23
1,566.97
0.39
0.39
0.00
0.00
0.00
0.00
81.00
0.16
1.22
1,554.23
0.37
0.37
0.00
0.00
0.00
0,00
82.00
0.15
1.21
1,542.00
0.35
0.35
0.00
0.00
0.00
0.00
83.00
0.14
1.21
1,530.26
0.33
0.33
0.00
0.00
0.00
0.00
84.00
0.13
1.20
1,518.97
0.32
0.32
0.00
0.00
0.00
0.00
85.00
0,13
1.19
1,508.13
0.30
0.30
0.00
0.00
0.00
0.0o
86,00
0.12
1.19
1,497.72
0.28
0.28
0.00
0.00
0.00
0.00
87.00
0.11
1.18
1,487.71
0.27
0.27
0.00
0.00
0.00
0.00
88.00
0.10
1.18
1,478.09
0.26
0,26
0.00
0.00
0.00
0.00
89.00
0.10
1.17
1,468.84
0.25
0.25
0.00
0.00
0.00
0.00
90.00
0.09
1.16
1,459.96
0.23
0.23
0.00
0.00
0.00
0.00
91.00
0.09
1.16
1,451.41
0.22
0.22
0.00
0.00
0.00
0.00
92.00
0,08
1.15
1,443.19
0.21
0.21
0.00
0.00
0.00
0.00
93.00
0,07
1,15
1,435.28
0.20
0.20
0.00
0.00
0.00
0.00
94.00
0.07
1.14
1,427.68
0.19
0.19
0.00
&00
0.00
0.00
95.00
0.07
1.14
1,420.36
0.18
0.18
0.00
0.00
0.00
0.00
96.00
0.06
1.14
1,413,32
0.17
0.17
0.00
0.00
0.00
0.00
97.00
0.06
1.13
1,406.54
0.17
0.17
0.00
0.00
0.00
0.00
98.00
0.05
1,13
1,400.02
0.16
0.16
0.00
0.00
0.00
0.00
99.00
0.05
1.12
1,393.74
0.15
0.15
0.00
0.00
0.00
0.00
100.00
0.05
1.12
1,387.69
0.14
0.14
0.00
0.00
0.00
0.00
101.00
0.04
1.12
1, 381.87
0.14
0.14
0.00
0.00
0,00
0.00
102.00
0.04
1.11
1,376.26
0.13
0.13
0.00
0.00
0.00
0.00
103.00
0.04
1.11
1,370.86
0.13
0.13
0.00
&00
0.00
0.00
e 104.00
0.04
1.11
1,365.66
0.12
0.12
0.00
0.00
0.00
O.00
105.00
0.03
1.10
1,360.65
0.11
0.11
0.00
0.00
0.00
0.00
106.00
0.03
1,10
1,355.81
0.11
0.11
0.00
0.00
0.00
0.00
107.00
0.03
1.10
1.351.16
0.10
0.10
0.00
0.00
0.00
0.00
108.00
0.03
1.09
1,346,67
0.10
0.10
0.00
0.00
0.00
0,00
109.00
0.03
1.09
1,342.34
0.10
0.10
0,00
0.00
O.oO
0.00
110.00
0.02
1.09
1,338.17
0.09
0.09
0.00
0,00
0.00
0.00
111.00
0.02
1.09
1,334,14
0.09
0.09
0.00
0.00
0.00
0.00
112.00
0.02
1.08
1,330.26
0.08
0.08
0.00
0.00
0.00
0.00
113.00
0.02
1.08
1,326.52
0.08
0.08
0.00
0.00
0.00
0.00
114.00
0.02
1.08
1,322,90
0.08
0.08
0.00
0.00
0.00
0.00
115,00
0.02
1.08
1,319.42
0.07
0.07
0.00
0.00
0.00
0.00
116.00
0.02
1.07
1,316.05
0.07
0.07
0.00
0.00
0.00
0.00
117.00
0.02
1.07
1,312.80
0.07
0.07
0.00
0.00
0.00
O.00
118.00
0.01
1.07
1,309,67
0.07
0.07
0.00
0.00
0.00
0.00
119.00
0.01
1.07
1,306.64
0.06
0.06
0.00
0.00
0.00
0.00
120.00
0.01
1.07
1,303.71
0.06
0.06
0.00
0.00
0.00
0.00
121.00
0.01
1.06
1,300.89
0.06
0.06
0.00
0.00
0.00
0.00
122.00
0.01
1.06
1,298.16
0.06
0.06
0,00
0.00
0.00
0.00
123.00
0.01
1.06
1,295,52
0.05
0.05
0.00
0.00
0.00
0.00
124.00
0.01
1.06
1,292.98
0,05
0.05
0.00
0.00
0.00
0.00
125.00
0.01
1.06
1,290,51
0.05
0.05
0.00
0.00
0.00
0.00
126.00
0.01
1.06
1,288.13
0.05
0.05
0.00
0.00
0.00
0.00
127.00
0.01
1.06
1,285.83
0.05
0.05
0.00
0.00
0.00
0.00
128.00
0.01
1.05
1,283.61
0.04
0.04
0.00
0.00
0.00
0.00
• 129.00
0.01
1.05
1,281.45
0.04
0.04
0.00
0.00
0.00
0.00
130.00
Ml
1.05
1,279.37
0.04
0.04
0.00
0.00
0.00
0.00

131.00
0.01
1.05
1,277.36
0,04
0,04
0.00
0.00
0.00
0.00
• 132.00
0.01
1.05
1,275.41
0.04
0.04
0.00
0.00
0.00
0.00
133.00
0.01
1.05
1,273.52
0.04
0.04
0.00
0.00
0.00
0.00
134.00
0.01
1.05
1,271.70
0.03
0.03
0.00
0.00
0.00
0,00
135.00
0.00
1,04
1,269.93
0.03
0.03
0.00
0.00
0.00
0.00
136.00
0.00
1.04
1,268.22
0.03
0.03
0.00
0.00
0.00
OM
137,00
0.00
1.04
1,266.57
0.03
0.03
0.00
0.00
0.00
0.00
138.00
0.00
1.04
1,264.96
0.03
0.03
0.00
0.00
0.00
0.00
139.00
0.00
1.04
1,263.41
0.03
0.03
0.00
0.00
0,00
0.00
140.00
0.00
1.04
1,261.90
0.03
0.03
0.00
0.00
0.00
0.00
141.00
0.00
1.04
1,260.44
0.03
0.03
0.00
0.00
0.00
0.00
142.00
0.00
1.04
1,259.03
0.03
0.03
0.00
0.00
0.00
0.00
143.00
0.00
1,04
1,257.66
0.03
0.03
0.00
0,00
Mo
0.00
144.00
0.00
1.04
1,256.33
0.02
0.02
0.00
0.00
0.00
0.00
145.00
0.00
1.04
1,255.04
0.02
0.02
0,00
0.00
0.00
0.00
146.00
0.00
1.03
1,253.80
0.02
0.02
0.00
0.00
0.00
OM
147.00
0.00
1.03
1,252.58
0.02
0.02
0.00
0.00
0.00
0.00
148.00
0.00
1.03
1,251,41
0.02
0.02
0.00
0.00
0.00
0,00
149.00
0.00
1.03
1,250.27
0.02
0.02
0.00
0.00
0.00
0.00
150.00
0.00
1.03
1,249.16
0.02
0.02
0.00
0,00
0.00
0.00
151.00
0.00
1.03
1,248.09
0.02
0.02
0.00
0.00
0.00
0.00
152.00
0.00
1.03
1,247.05
0.02
0.02
0.00
0.00
0.00
0.00
153.00
0.00
1.03
1,246.03
0.02
0.02
0.00
0,00
0.00
0.00
154.00
0.00
1.03
1,245.05
0.02
0.02
0.00
0.00
0.00
0.00
155.00
0.00
1.03
1,244.10
0,02
0.02
0.00
0.00
0.00
0.00
• 156.00
0.00
1.03
1,243,17
0.02
0.02
0.00
0.00
0.00
0.00
157.00
0.00
1.03
1,242.27
0.02
0.02
0.00
0,00
0.00
0.00
158.00
0.00
1.03
1,241.40
0.02
0.02
0.00
0.00
0.00
0.00
159.00
0.00
1.03
1,240.55
0.01
0.01
0.00
0.00
0.00
0,00
160.00
0.00
1.03
1,239,72
0.01
0.01
0.00
0.00
0.00
0.00
161.00
0.00
1.03
1,238.92
0.01
0.01
0.00
0,00
0.00
0.00
162.00
0.00
1.02
1,238.13
0.01
0.01
0.00
0.00
0.00
0.00
163.00
0.00
1.02
1,237.37
0.01
0.01
0,00
0.00
0,00
0.00
164.00
0.00
1.02
1,236.64
0.01
0.01
0.00
0.00
0.00
0.00
165.00
0.00
1.02
1,235.92
0.01
0.01
0.00
0.00
0.00
0.00
166.00
0.00
1.02
1,235.22
0,01
0.01
0,00
0.00
0.0a
000
167.00
0.00
1.02
1,234.54
0.01
0.01
0.00
0.00
0.00
0.00
168.00
0.00
1.02
1,233.88
0.01
0.01
0.00
0.00
0.00
0.00
169.00
0.00
1.02
1,233.23
0.01
0.01
0.00
0.00
0.00
0.00
170.00
0.00
1.02
1,232.60
0.01
0.01
0,00
0.00
0.o0
0.00
171.00
0.00
1.02
1,231.99
0.01
0.01
0.00
0.00
0.00
0,00
172.00
0.00
1.02
1,231.40
0.01
0.01
0.00
0.00
0.00
0.00
173.00
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1,230.82
0.01
0.01
0.00
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0.00
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174.00
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1,230.25
0.01
0.01
0,00
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175.00
0.00
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1,229.70
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0.01
0.00
0.00
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176.00
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1,229.17
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13 Outflow

I co-'1'ec. Inc. MSDS for Adsorb -it Filtration Fabric
Page 1 ol' 2
•
e
E-co-Tec, Inc.
Manufacturers of ,QDfOWN-1T. Sorbent A Filtration Products
wiJ'JW.eco-itec-i nc.com
phone: [phone] int'l: 001.253-SS4-6W4 faA-- 253-884-6803 e-mail: [e-mail]
mail: PO Box 690, Vaughn. 0 9839$ ship; 18617 1 Oath S,. Lt KPN, Gig Harbor, WA 983Z9
MATERIAL SAFETY DATA SHEET
PRODUCT NAME
ADsorb-it'
Emergency Telephone Number 888-668-8982
Information Telephone Number 888-668-8982
r ��RfEf{liJGtiC^
i 5
MANUFACTURER
Eco-Tec, Inc.
PO Box 690, Vaughn WA 98394-0690
HAZARDOUS INGREDIENTS 1 IDENTITY INFORMATION
Hazardous Components None
Identity Information Synthetic / polymer fiber blend
PHYSICAL / CHEMICAL CHARACTERISTICS
Boiling Point
NIA
Specific Gravity (H2O=1)
NIA
Vapor Pressure (mm Hg)
NIA
pH (concentrate)
NIA
Melting Point
480 - 570 degrees F
Vapor Density (Air=1)
NIA
Evaporation Rate (Butyl Acetate=l)
NIA
Solubility in Water
Not Soluble
Appearance I Odor
Color: gray to blue -gray, odorless
FIRE ! EXPLOSION HAZARD DATA
Flash Point
840 - 1040 degrees F
(NEPA Fire Analysis, polymer fiber pg. 4-49, 18th Edition, 1997)
Flammable Limits
1290 - 1330
LEL
680 degrees F
UEL
750 degrees F
Extinguishing Media
Water spray, ABC dry chemical
Use self contained breathing apparatus when fighting fires in enclosed
Special Fire Fighting Procedures
areas when exposure to smoke and gasses could occur (including
cleanup and salvage operations).
Unusual Fire and Explosion Hazards
Protein type air foams would be ineffective on larger fires due to lack of
cooling capacity which could result in ie-ignition.
Page 1 of 2
REACTIVITY DATA
]nti)://www.adsorb-it.com/Test%2OData/MS DS.html
9/1/201 1

1 co-Tec, Inc. MSDS for Adsorb -it filtration fabric
])age 2 of 2
•
0
Stability
Stable
Conditions to Avoid
None
Incompatibility
None
Hazardous Decomposition 1 By -Products
None
Hazardous Polymerization
Will Not Occur
Conditions to Avoid
None
HEALTH HAZARD DATA
Routes of Entry
Inhalation
Minor dust
Skin
None
Ingestion
NIA
Health Hazards
A fine, non -irritating dust may occur when handling loose fiber. Persons
with breathing abnormalities may wish to wear a common filter mask.
Dust is minor and does not occur with the fabric product.
Carcinogenicity
NIA
NTP
NIA
IARC Monographs
NIA
OSHA Regulated
No
Signs 1 Symptoms of Exposure
None
Medical Conditions Aggravated by Exposure
See "Health Hazards" above
Emergency First Aid Procedures
NIA
PRECAUTIONS FOR SAFE HANDLING AND USE
If Product is Released or Spilled
Use common industrial practices to clean up.
Waste Disposal
If unused, no special precautions are necessary. If used, dispose of in
accordance with federal, state, and local regulations.
In certain types of cleanup applications the nature of the material recovered will classify the resulting spent material as a hazardous component.
In such instances, the material should be disposed of via an approved hazardous waste disposal service and the appropriate manifesting
obtained.
Precautions to be Taken in Handling and Storing
Avoid generating dust when handling loose fiber.
Other Precautions
None
CONTROL MEASURES
Respiratory Protection
Common dust mask is a good industrial practice but is not necessary
Ventilation
No special ventilation is necessary.
Protective Gloves
May be used but not necessary.
Eye Protection
y
Safety glasses with side shields as a good industrial practice but is not
necessary.
Other Protective Clothing or Equipment
None Required
Work I Hygienic Practices
Wash hands after handling as a good hygienic practice
PREPARED BY
Eco-Tec, Inc. 1 Ecology Technology
Per
Mary M. Peacock, Principal Updared June 21, 2010
Page 2 of 2
littp://www.adsorb-it.com/Test%2OData/MSDS.litm1 911 /201 1

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D. Exterior truck wash water calculations are included in Facility Description
E. Carbon dioxide washout treatment system.
•

Fortrans Self=Contaitied pl-I Control and Monitoring Systems
Page 1 oN
•
•
9
Fortrans...
pH Control Systems - Concrete Removers
PHONE:9 9:365 8oQ4;'
Tni I..r4u'- 866.958 ,7267
[e-mail]
Concrete Removers pit control Systems Biodegradable Product tnfo Case Studies Contact Us Name
pH Control Systems
All pH Control and Monitoring Systems may be leased or leased to buy.
Contact us for details.
• REDUCE OR ELIMINATE THE COST OF STORING OR DISPOSAL OF EXCESS PROCESS WATER
• TREATED WATER MEETS PH AND TOTAL SUSPENDED SOLIDS LIMITS FOR DISCHARGE
• FORTRANS SYSTEMS ARE SAFER AND MUCH LESS COSTLY TO OPERATE THAN ACID BASED SYSTEMS
• PH ADJUSTED PROCESS WATER IS IDEAL FOR RECYCLING, RINSING TRUCKS, DUST CONTROL OR IRRIGATION
• SIMPLE LOW MAINTENANCE DESIGN
• REDUCE POTABLE WATER USAGE
All standard Fortrans pH Control Systems include:
• The Fortrans exclusive in -line carbon dioxide diffusion and injection system
(patent pending) adjusts the pH of process water and/or storm water
automatically, on an as -needed basis. This carbon dioxide pH adjustment
system is driven by a programmable logic controller that achieves, and then
automatically maintains a target range (usually pH 7.5 to pH 8.0), for water
stored in your detention basin. Target pH range is adjustable. Includes pH
measurement cell, and fully automated operation. Highly reliable, and
exceptionally economical to operate.
• High efficiency stainless steel submersible pump with stainless steel
impeller, thermally protected continuous -duty motor, and float assembly to
protect against run -dry condition. The standard system pump yields
approximately 70,000 gallons per day from a typical 12 to 15 foot deep
detention basin, and has capacity to pump from basins or pits 20 feet and
more in depth.
• High quality pump boom, 2 feet high, with 30" boom reach, including a
manual winch.
• 1.5-inch pump connection and 1.5-inch discharge hoses (25 feet each) with
cam lock quick connect fittings for quick and easy set-up.
• Electronic flow rate meter to indicate that the system is operating within a normal now range, or to indicate that maintenance
cleaning of the pump inlet, or the system hoses, is required.
• Factory installed industrial -duty surge suppressor to protect the system electronics.
• Red light fixture to warn that the system pH has exceeded the alarm set -point. Provides automatic alarm indication that CO2 supply
is exhausted, and your tank requires filling.
• A system enclosure that is best suited to your facilities needs.
• Feature an exclusive in -line carbon dioxide diffusion and injection system to precisely adjust the pH of process water in detention
basins.
Fortrans pH System Benefits-
• Optimize process and storm water treatment to comply with federal and local regulations. Reduce or eliminate costs of storing or off -
site disposal of excess process water.
• Operational Cost Savings. Fortrans pH control systems are exceptionally efficient, with 60% to 70% typical operational expense
savings over acid -based pH adjustment systems. The Fortrans system reduces total suspended solids to EPA standards of less than
30 mgl liter without additional chemicals or filters.
• Maintenance Cost Savings. An elegant design allows Fortrans pH control systems to operate automatically, 24 hours a day. Routine
maintenance is simple and easy.
• Safety. Fortrans pH control systems use carbon dioxide in lieu of hazardous acids. Employees will not need protective equipment or
safety training for handling hazardous acids used in other pH control methods.
• Proven Reliability. Fortrans pH control systems, with our exclusive in -line CO2 injection and diffusion technology provides a proven
pH control solution, with hundreds of installations currently operating throughout the United States.
Iittp://fortrartsinc.colnlPl-ICofltrol.htm
8/1/2Q11

Fortrans Self -Contained pl-1 Control and Monitoring Systems
Page 2 ol' 4
0
0
0
. Performance. Fortrans guarantees their systems will perform to their customers, satisfaction, and we back this with a 60 day
purchase price refund offer. (Less Shipping)
Click here to see our pH Control and Monitoring Systems flyer
Self -Contained pH Control and Monitoring Systems
Fortrans Inc. announces a new self-contained pH control and monitoring
system designed specifically for the neutralization of high pH process water
produced at ready mixed concrete plants.
The Model 5000S pH Control and Monitoring System offers precise monitoring
and pH control of process water in settling basins, lagoons and other outfall
containment devices.
This system has been certified by an independent engineering firm to perform
as specified. The units are shipped fully assembled and only require an
electrical connection and a supply of carbon dioxide gas. The system will treat
approximately 100,000 gallons per day. The system is also available as a skid
mount unit. (Model 5000SK) These systems are highly reliable and affordable
to purchase and operate.
The Model 5000S pH Control and Monitoring System enables operators of
ready mixed concrete plants to effectively control the pH and Total Suspended
Solids of both process water and/or stormwater run-off, After the pH is lowered
to 7.5 the typical total suspended solids are between 5-18 ni without
filtration. This enables the facility to meet the pH requirements as well as the
30 mglL TSS most permits demand before the water can be released. The
treated water may be used to batch concrete, to irrigate rock, to rinse the
interiors of the drums on the concrete trucks and rinse the exteriors of the
trucks as well.
We are currently using 9 of the Model 5000S pH Control Systems supplied by Fortrans at our ready mix concrete plants and are very
pleased with them. In fact, they are not only helping us to control the pH in our pit systems but also help us deal with the solids build-up
as well. They are reliable and virtually maintenance free and one of the best methods that I have found in dealing with high pH process
water which is one of the most critical and increasingly regulated issues in our industry. We currently operate 30 plants and I intend to
purchase several more Model 5000S systems,
Jeff Lamm, Environmental Manager
Southern Concrete Materials, Asheville. NC
Our systems offer precise monitoring and control of the pH in pit systems, settling basins, lagoons and other containment areas.
. The pH Control Systems wilt treat up to 57 gallons per minute - max 20' head pressure. Unique water circulation design eliminates
the need for separate neutralization tank.
1.5" quick connect fittings on inlet and return for easy hook-up. The standard unit is equipped with 2-20' sections of 1.5" flexible hose
with quick connect fittings. Inlet and outlet fittings at the basin or lagoon are per our specifications.
Unit is shipped completely assembled. The chemical controller is preprogrammed to maintain a pH of 7.5. Just attach hoses and
PVC fittings.
1 year warranty on all component parts and housing
The pH Control Systems are designed to treat and maintain a specified pH level in a body of water usually 100,00 gallons or less to allow
the permitted discharge of treated water to the environment. Permits must be obtained from the local governing agency to allow any
discharge to the environment. Treated water may be used for welting of rock and/or dust control to aid compliance with storm water run off
regulations and may be used in water recycling systems.
April 2010 - Ph and Total Solids Control For Concrete Producers Press Release.
August 2009 - Modular Treatment System Neutralizes Process Water featured in Concrete Products magazine,
osure pH Co
Installed in a heavy gauge all aluminum enclosure with hinged and sloped top.
Features piano hinged top and swing away doors for easy access. 1304 on a Trex®
skid with Coex® plastic flooring for maximum protection against water damage.
Supplied with a stainless steel submersible pump with float switch that is connected
to GFCI outlet in rear of system. Suction and discharge hoses are equipped with cam
lock quick connect fittings. Red alarm light and fixture in included.
Owner supplied items are a 10' X 10' concrete pad to allow for CO2 tank storage.
115V 20 Amp electrical service and CO2 tank with regulator and hose.
Shipping weight 290 lbs. Class 55 freight classification — Lowest Freight Rate
Click here to view available accessories.
Model 6000-S Full Enclosure pH Control System
lzttp:Hl''ortransinc.com/Pl-1Corttrol.htm 9/1/2011

Fortrans Self -Contained pH Control and Monitoring Systems
Page 3 of4
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Installed in a full enclosure 4' wide 4' deep and 8' high. ft is equipped with lighting,
shelving and a steel door with lockset. The system includes a stainless steel
submersible pump with a float switch that is connected to a GFCI outlet in rear of
system. Suction and discharge hoses are equipped with cam lock quick connect
fittings. Red alarm light and fixture is included. This model is built on a Trex® skid
with Coex® plastic flooring for maximum resistance to water damage.
Owner supplied items are a 10' X 10' concrete pad which provides space for CO2
tanks, 115V 20 Amp electrical service and CO2 supply with regulator and hose.
Shipping weight 650 lbs. Class 200 Freight classification
Click here to view available accessorie .
Skid mounted system for installation in owner provided enclosures or existing
facilities.
It contains many of the features and components of the above systems. No lighting
or
shelving is provided with this system. Pump, hoses, alarm light are provided as per
above system descriptions. Shipping Weight 185 Ibs Class 55
All systems are equipped with an electronic: flow meter and a factory wired industrial
Surge suppressor (2800 Joule). An installation, operation and maintenance manual
is provided with each system. Factory support is also available.
Click here to view available accessories.
Fortrans introduces a new pH control system. The Model 5000SP is a small portable
unit designed for mobile operations. This system features heavy duty steel
construction with lockable castors for easy maneuverability. The system features the
same Fortrans modular inline CO2 injectorldiffuser found on the our larger pH control
systems. It is equipped with 2-25' sections of 1 '/"suction and discharge hose with
polypropylene camlock fittings. System uses owner furnished tanks or basins.
Specify type of pump required: flooded head or self -priming before placing orders.
• Dimensions: 37" High 39" Long 22" Wide.
• Requires 115V 20 AMP Electrical Connection.
The 5000SP may be trailer or truck mounted for field operations requiring pH control.
The unit is primarily designed for concrete operations producing less than
10.000 GPD,
This system is also equipped with a large cartridge filter which can produce water filtered to .3 micron. The filter cartridge has 90 square
foot filter area capacity. Paper or reusable polyethylene filter cartridges are available. Unit is shipped with one paper cartridge. The
filters function is to remove fines from the pH adjusted water when treated water does not have adequate settling time. The filter is not
designed to clarify process water before pH adjustment. Typically the system is operated to lower pH and then a filter cartridge is
inserted to filter the water before final discharge.
Accessories:
• Custom System Flow And Treatment Capacity.
Fonrans pH control systems are scalable to meet your facility's current and future pH adjustment requirements. The standard Fortrans system
has a through put of approximately 70,000 gallons per day and can efficiently adjust up to 140,000 gallons of water per day. Higher capacity
units are available for pH adjustment of 300.000 GPO to a million gallons per day and more. Contact Fortrans for a quote Orr a custom system
to meet your specific needs,
• Electronic Flow Meter With Totalizer Function.
Upgrade the standard electronic flow rate meter to a flow rate and totalized flow meter with power disruption backup, and an output for external
data recording. Use for managing your system maintenance and CO2 re -supply schedule.
• Data Logger.
Continuously record the pH and flowrate of the system, and store the process pH and flowrate data on a SD flash card with a two -channel data
logger. Be able to access all of your system process data from anywhere, at anytime with your Ethernet connection to this data logger.
Complete with software to export process data to Excel for regulatory reporting.
Modular Discharge Option.
• Modular discharge option provides external piping and a manual valve or solenoid valve, to divert your facility's pH adjusted excess process
water or storm water to discharge. You supply a discharge hose for the cam lock discharge connection. System continuously monitors and
records discharge water flow rate and pH using a datalogger with Ethernet connection. Record and store your discharge data on a SD card,
with the date and time as well as the pH and flowrate of the discharge, Streamline your recordkeeping and reporting with export of this
discharge data to Microsoft Excel.
http://fortrartsinc.ccmi/Pl-1Corttrol.htni 9/11201 1

Fortrans Self -Contained 1)1-1 Control and Monitoring Systems
Page 4 of 4
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Discharge option monitors and reports pH and total gallons discharged and date of discharge. Includes 2 channel data logger with
ethernet connection and SD memory card with software to download data to paper format for permanent storage, Unit is equipped with
external piping and electric butterfly valve. Manual switch to control discharge. Owner supplied items: 2" flat hose with camlock quick
connect Sitting.
• Chemical Pump And injectors.
Systems can be customized to raise pH, as well as to lower pH as desired, or perform both functions on a continuous basis,
• Electronic Flow Meter with Totallizer function.
Permanent memory and analog output for a data logger or a chart recorder.
• Electronic Flow Meter and Totalizer with permanent memory.
Ethernet connection and 1 GB SD card for data collection and download.
• 2 Channel Data logger with software.
For printout of data in chart, tabular or graph formats for formal reporting requirements. USB Cable included.
• Chemical pump and installed chemical injectors to raise pH if needed.
Systems are available that can raise or lower pH as desired or perform both functions on a continuous basis_
We offer custom made pH control systems for hi -volume process wafer treatment.
Please contact us for quotes.
Copyright O 19962W9 - Fortrans, Inc. - 74o9 Siemens Road Wendell, North Carolina 2n91 - All Rights Reserved
VISA
httpWilortransi nc.comll'I-IControI .htm
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(14
RECOVER"'
Hydration stabilizer
ASTM C494 Type D
Product DescriptEon
Recover' is a ready-to-usc
_ro aqueous solution of chemical
compounds specifically designed
to stabilize the hydration of 11ort-
land cement concretes. The ingredients are
factory pre -mixed in exact proportions under
strict quality control to provide uniform
results. One gallon weighs approximately
9.6 lbs (l.15 kg/L).
Recover is approved by ASTIl-1 C494 as a
Type D retarder.
Cases
Recover is used to stabilize mixer wash water
and returned or leftover concrete for extended
periods, allo«=ing for use of the materials
when specified or allowed. It is also used
where controlled extended set of concrete is
needed. It is the concrete user's responsibility
to determine if leftover, returned or extended -
set concrete is specified or allowed.
Wash Water
For wash water applications, Recover is used
to eliminate the need to discharge wash water
from the mixer. This allows the wash water to
Product
1, F. , P.f.Nides predictable extended set
cdntiniaous'placement &n Mass••.=
}concrete and tremie projects, or on
long hauls to remote sites
be used as mix water in the next batch of
concrete produced, and prevents the residual
plastic concrete from hardening. Stabilization
of up to 96 hours is possible depending on
dosage rate.
Returned Concrete
For returned or leftover concrete. Recover is
used to prevent plastic concrete from reaching
initial set. This allows the concrete to be
stored in a plastic state and then used when
specified or allowed. The use of this concrete
may require the addition of freshly batched
concretc and/or an accelerator such as
Daraccel'° or PolarSet'. Stabilization of'
concrete for up to 96 hours is possible
depending on dosage rate. Use prevents the
waste of unused concrete.
Set Time Control
Recover is also used in situations where a
controlled set time extension is required.
Lxamples include: extended hauls, large
continuous pours or pre-batching of concrete
for later use.

Recover stabilizes the hydration process of
Portland cement preventing it from reaching
• initial set. This stabilization is not permanent
and is controlled by dosage rate. For wash
water, the Recover treated water is mixed or
Sprayed in a specific planner to thoroughly
coat the interior of the mixer. The water is
used as mix water in the next batch of
concrete produced, which then scours the
uniaardened material from the interior of the
mixer. Stabilization of returned or leftover
concrete with Recover maintains the plasticity
of the concrete for the desired storage dura-
tion. ']'his stabilized concrete then resumes
normal hydration When the Recover dosage
effects subside, or when it is activated by the
addition of fresh concrete and/or an accelera-
tor. The result can be concrete with normal
plastic and hardened properties.
Addition rates of Recover for wash water
range from 6 to 128 fl oz ( 180 to 3800 nil-)
per treatment. The amount used will depend
on the specific materials involved, mixer type
•and stabilization period. Addition rates for
returned or leftover concrete will range from
3 to 128 fl oz/100 lbs (195 to 8350 mLl100 kg)
of cement. The amount used will depend on
the specific materials involved, concrete age.
tenl[)eraturc conditions and stabilization
period. For applications requiring set tinge
extensions well in excess of 4 hours, Recover
may be used at addition ranges from
5 to 50 oz/100 Ibs (325 to 3260 ill[./] 00 kg)
Of cement. For use as a traditional ASTM
E.
"Type D retarder, Recover may be used 11
addition rates of 2 to 6 oz/100 ]bs (130 to
390 mL/100 kg) of cement. Proper dosage
rate selection can only be achieved through
pretesting. Consult your local Grace admix-
ture representative.
Compadl-allity vv[th Other
Adn-i[xtures and Batch
saq r(_:�11ifl.0.
Recover is compatible with most Grace
admixt-tires as long as they are added sepa-
rately to the concrete mix, usually through the
water holding tank discharge line. In gel
it is reconlnlended that Recover be added to
the concrete mix near the end of the batch
sequence for optimum perfonllance. Different
sequencing tnay be used if local testing shows
better performance. Please see Grace Teclini-
cal Bulletin -I'll-01 10, Adn7ixt7rre Dispenser
Dischcirge Line L ocarion and Sequencing fa -
Concrete Baichirag 01)era6077S for ful-ther
recommendations. Recover should not come
into contact with tiny other admixture Before
or during the botching; process, even if diluted
Ill mix water.
Pretesting of the concrete mix should be
performed before use, and as conditions and
materials change in order to assure compati-
bility, and to optimize dosage rates, addition
Ill in the batch sequencing and concrete
performance. For concrete that requires air
entrainment, the use of an ASTM C260 air -
entraining agent (such as Daravair' or Darer
product lines) is recommended to provide
suitable air void parameters for frecze-thaw
resistance. Please consult your Grace repre-
sentative fir guidance.
IF Z M. f�`��5�,-ifl���w
L ♦.4, \3I \�A4LLbM lw 1, L�.I�L F,
Recover is available in bulk; delivered by
metered tank trucks and 55 gallon (210 L)
drums. Recover will frecze, but will return to
full effectiveness after thawing and thorough
mechanical agitation.
I—
{ _ I i]'itw:'.
A complete line of Grace dispensing; equip-
ment is available for Recover. This includes
the Rcach 360"" System which uses an inno-
vative spray wand technology to simplify
clash water procedures.
North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491)
Recover, I]eraooei, PolarSet, Uaravair and i are registered trademarks and Reach 360 is a trademark of W. R. Grace & Co. —Conn.
We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate and is offered for the users,
consideration, investigation and verification, but we do not warrant the results to be obtained. Please read all statements, recommendations or
suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us, No statement, recommendation or suggestion Is
intended for any use which would infringe any patent or copyright. W. R. Grace & Co, —Conn., 62 Whittemore Avenue, Cambridge, MA 02140.
in Canada, Grace Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada LIS 3C6.
U.S. Patert Nos. 4964917, 5203919, 5427617 and corresponding patents outside of the United Slates. Copyright 2007. W. R. Grace & Co. —Conn.
Recover-51 Printed in U.S.A. 11107 FAlu11.5M

*6. MATERIALS USED/STORED ON -SITE
0
Materials and types of storage (Open or closed storage such as buildings, bins and
tanks).
1. Sand, gravel, rock --Open storage
2. Cement —Closed storage bin
3. Fly ash —Closed storage bin
4. Admixtures —Closed storage
a. Air entraining agents
b. Calcium chloride
C. Muriatic acid
d. Release agents
e. Others —list
5. Fuel —Tank within a containment basin
6. Lubricants —Closed storage sued
7. Ascorbic acid wash solution
& Carbon dioxide Ph control system
9. Others -list
7. INSPECTIONS
A. What is to be inspected? (See form in Appendix B)
B. Frequency of inspections.
1. After every rainfall event greater than 0.5 inches
2. Every month, complete site monitoring
3. Annually, complete facility evaluation
8. EMPLOYEE TRAINING
A. Frequency of training.
1. New hires —within one week of hiring
2. Existing employees —at least annually
3. Subjects to be covered (See Appendix C)
• B. Form (See Appendix C).

09. SPILLS
A. Identify hazardous materials.
1. Use Material Safety Data Sheets
B. Form (See Appendix D).
10. EMERGENCY CONTACTS
A. Fire—Call911
B. Police—Call911
C. Ambulance—Call911
D. Major storm damage —Call Jeff Sells 910.263.9656, Facility Manager
1. Flood
2. High winds
E. Spills
Company: Call Jeff Sells 910.263.9656, Facility Manager
Local: Call 911 if required
NCDENR — DWQ Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, NC 28301-5043
910.433.3300
0

0
•
•
APPENDIX A
MATERIAL SAFETY DATA SHEETS (MSDS)
MSDS information needs to be kept on -site and as part of the SWP Plan for
admixture chemicals.

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ENGINEERING - SURVEYING - DESIGNING - DRAFTING SOUTHEASTERN
Larry King & Associates, R.L.S., P.A. CONCRETE
P.O. Box 53787
VICINITY MAP
1333 Morganton Road, Suite 201
Fayetteville, Borth Carolina 28305 DRAWN ar. MFA DATC: JULY 18, 2011
P. [phone] F. [phone] CHECKED sr. TSS sCAL N.T.S.
www.LKandA.com APPROVED L7Y- TS5

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EXISTING CONDITIONS -
SITE PLAN
SOUTHEASTERN C4NCREiE
TOWNSHIP: SEVENTY FIRST COUNw: CUMBERLAND
STATE: NORTH CAROLINA
PROPERTY Or: SOUTHEASTERN CONCRETE
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WASH"OUT LET BASIN 4
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2,000 GAL RECYCLE- OIL. FOR SF -OP �
--CLEAN BURNING HEAT SYSTEM
:.ri ,M.iY-r1. f AR EN RONMENT
VVA.irR REDUCER ! f'-_',A DE_R /AC CELERATOR
Larry Kin. --- _ Associates, R.L.S., P.A.
P.0, pox 53737,
1333 l.Aorganton Rood, Suite 200
'Fo ettevil;le, Nair-'s; Carolina 23305
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