NCG140309_MONITORING INFO_20180226

PERMIT NO.
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING
NCG PERMITS
❑ HISTORICAL FILE
>(NONITORING REPORTS
Vi. 2`
YYYYMMDD

-' ANNUAL SUMMARY DISCHARGE MONITORING
REPORT DMR —WASTEWATER
SUBMIT TO CENTRAL OFFICE*
General Permit No. NCG140000
Calendar Year 2017
*Report ALL WASTEWATER monitoring data on this form (include "No Flow"/"No Discharge" and Limit Violations) from
the previous calendar year to the DEQ by MARCH 1 of each year.
Certificate of Coverage No. NCG 140309
Facility Name: Southern Concrete Materials
County: Buncombe
Phone Number: ( - Total no. of outfalls monitored 1
Certified Laboratory ETS Lab # 600
Lab #
Wastewater (WW) Discharge Outfall No. 1
Does this outfall discharge WW to SA waters? Yes ❑ No
Does this outfall discharge WW to SB or PNA waters? Yes ❑ No
Does this outfall discharge WW to HQW or ORW waters? Yes ❑ No
If so, what is the 7010 flow rate? or Tidally influenced waters, 7Q10 not available ❑
Does this outfall discharge WW to Trout (Tr) designated waters? Yes ❑ No
Were there any limit violations in the calendar year? Yes ❑ No
Outfall No.
1
Daily Flow Rate,
cfs
pH,
Su
TSS,
mgll
SS,
mill
if applicable
Non -Polar 48t113 (EPA Method 1664
(SGT-HEM)), mgll
Effluent
Limitations
Gaily Maximum
Date
Sample
Collected,
mo/ddl r
NOW or ORW
50% of 7010
_
fndlca te NO FLOW if
appitcatrle
treshw2ter30
6.0-9.0
saltwater
6.8-8.5
OWN
Standard
HOW
20
HOW ! ORW and Tr, or
PNA
10 .
HOW, ORW, SA,
SB,Palk ofany
Trout
�
No Limit
Samples aeove Benchmark
subject to Ttered Responses
15
3/31/17
No flow
5/23/17
8.4
8.8
<0.1
916117
7.8
17
N A
I
Permit Date 811/2017 — 6/30/2022
Last Revised 8-22-2017

Certificate of Coverage No. NCG14 ©i0�
CERTIFICATION
" I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete, I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Required by 40 CFR §122.221
Signature
Date gi
Mail Annual Summary Wastewater DMR to the NCDEQ Central Office:
Note the address is correct — Central Files is housed in DWR (not DEMLR)
N.C. Department of Environmental Quality (DEQ)
Division of Water Resources
Attn: DWR Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Central Files Telephone [phone]
Questions? Contact DEMLR Stormwater Permitting Staff in the Central Office at:
[phone]
- Permit Date 8/112017 — 6/30/2022
Last Revised 8-22-2017

PROCESS WASTEWATER — Quarterly Discharge Monitoring
GENERAL PERMIT NO. NCG140000
+s
CERTIFICATE OF COVERAGE NO. NCG140106
FACILITY NAME: _Southern Concrete Materials — Pond Road
PERSON COLLECTING SAMPLES: _Jeff Lamm
CERTIFIED LABORATORY:_ETS Lab # _600
Rogers and Calcott Lab # _27
LIMIT VIOLATIONS? YES ❑ NO
Part A: Wastewater Monitoring Requirements
port
SAMPLE COLLECTION YEAR: V2 fi
SAMPLE QUARTER: ❑Jul -Sept ❑Oct -Dec ❑Jan -March April -June
COUNTY: Buncombe �"A
PHONE NO. (
ADD TO LISTSERVE? ❑YES []NO EMAIL:
DISCHARGING TO CLASS: []SA ❑HQW ❑PNA ❑Trout ®Other
OPTIONAL INFO:
Outfall No.
Date Sample
Collected'
(mm/dd/yr)
Type of Wastewater
( VE, RM, MD �
pH
(standard)
Total Suspended
Solids
(mg/L)
Settleable
Solids
(mL/L)
TPH using
method 1664A
SGT-HEM c
(mg/L)
Discharge
Duration
(minutes)
Total Flow
[gallons/day}'
-
-
-
6-93.4
3035
53
(15)6
-
-
1
No Flow
1
CENTRAL
FILE
UVVN
TION
1 If wastewater systems have not discharged in this quarter— report "No Flow" or "No Discharge" here. Please make sure to mark the sample quarter above.
Z Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MD). Report more than one type if the waste -stream is commingled.
3If an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring.
4 pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
5 TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date: 7/1/2010-06/30/2015
Last Revised 07/13/11
Page 1 of 2

c Process.v:,'Stewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater,
but ')stead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action.
Flow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 50% of the Summer 7Q10 Flow as per 15A
NCAC 02B .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW", "NO DISCHARGE") WITHIN 30 DAYS OF RECEIPT OF SAMPLE (OR
AT END OF MONITORING PERIOD IN CASE OF "NO FLOW") TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
YOU MUST SIGN THIS CERTIFICATION FOR ANYlNFORMATION REPORTED:
" I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and
complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations." C20'.1 T/6/2016
(5ignature,of rmittee) (Date)
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
Page 2 of 2

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING F,QRM
GENERAL PERMIT NO. NCG140000
1 1 .
CERTIFICATE OF COVERAGE NO. NCG140309
FACILITY NAME: _Southern Concrete Materials -Pond Road
PERSON COLLECTING SAMPLES Jeff Lamm
CERTIFIED LABORATORY ETS Lab #
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: _2016_
SAMPLING PERIOD: ❑ July-Decem
® January -June
e�
PHONE NO. ( )
ADD TO LISTSERVE? []YES❑NO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout ®Other
Event Total In Tier 2
COUNTY Buncombe
Date Sample
Collected
(mo/dd/yr OR
NO FLOW)'
pH
Units)
TSS
(mg/L)
(minutes}
[in}
Monthly
Monitoring?
(y/n)
# of Months in Tier
2 Sampling2
-
-
6-92
1002.3
-
-
-
-
1
No Flow
N/A
N/A
N/A
N/A
N/A
N/A
N/A
JUL 13 2016
DWR SECTIn
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
2 If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
a TSS benchmark values are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l,
° For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
Outfalf� ,
.� �
Na.
., Date Sample
Collected
(mo/dd/yr}1
PH
(Standard
Units)
TPH using method
I654A SGT HEM
(mg/L)
Total Suspended
Solids
(mg/0
Event
Duration
(minutes)
Total
Rainfall a
(in)
New Motor Oil
Usage
(gal/month)
In Tier 2
Monthly
Monitoring
(y/n)
# of Months
in Tier 2
Samplingz
6-92
1s,
1001"
-
-
-
-
-
N/A
N/A
N/A
N/A
N/A
N/A
N/A
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO Z
HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail Oripinal and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample (or at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am aware that there are significanj penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of
7/6/2016
(Date)
Permit Date:7/1/2011-60/30/2015
Last Revised 7/13/11
Page 2 of 2

PROCESS WASTEWATER — Quarterly Discharge Monitoring Report
C3G"NRAL PERMIT No. NCG140000
E>1
CERTIFICATE OF COVERAGE NO. NCG140309
FACILITY NAME: _Southern Concrete Materials - Pond Road_
PERSON COLLECTING SAMPLES: _Jeff Lamm
CERTIFIED LABORATORY:_ETS Lab # _600
Rogers and Calcott Lab # _27_,
LIMIT VIOLATIONS? YES [:]NON
Part A: Wastewater Monitoring Requirements
SAMPLE COLLECTION YEAR: _2016
SAMPLE QUARTER: ❑Jul -Sept ❑Oct -Dec ®Jan -March
COUNTY: Buncombe
PHONE NO. )
ADD TO LISTSERVE? ❑YES ❑NO EMAIL:
[]April -June
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout ®Other,
OPTIONAL INFO:
Outfall No.
Date Sample
1
Collected
(mm/dd/yr}
Type of Wastewater
( VE, RM, MD z
}
pH
(standard)
Total Suspended
Solids
(mg/L)
Settleable
Solids
(mL/L}
TPH usingDischarge
method 1664A
6
SG T NEM
(mg/L)
Duration
(minutes)
Total Flow
(gallons/day)'
-
-
-
6-93A
303.5
53
(15)6
-
-
1
No flow
VE,MD
CENTRAL
FILE
WR SECTION
' If wastewater systems have not discharged in this quarter — report "No Flow" or "No Discharge" here. Please make sure to mark the sample quarter above.
2 Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MD). Report more than one type if the waste -stream is commingled.
3If an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring.
° pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
5 TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
Page 1 of 2

6 Process wastewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater,
but instead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action.
Flow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to SO% of the Summer 7Q10 Flow as per 15A
NC;C 02B .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW", "NO DISCHARGE") WITHIN 30 DAYS OF RECEIPT OF SAMPLE (OR
AT END OF MONITORING PERIOD IN CASE OF "NO FLOW") TO: _ .. _
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and
complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
of Permittee)
Permit Date:7/1/2010-06/30/2015
V7111
( ate
Last Revised 07/13/11
Page 2 of 2

,STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG140309
FACILITY NAME: Southern Concrete Materials -Pond Road_
PERSON COLLECTING SAMPLES _Eddie Teague
CERTIFIED LABORATORY ETS Lab # _600
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2015
SAMPLING PERIOD: ® July -December ❑ January -June
COUNTY Buncombe
PHONE NO. ( )
ADD TO LISTSERVE? ❑YES ❑NO EMAIL:
DISCHARGING TO CLASS: []SA ❑HQW
❑PNA ❑Trout ®Other,
Outfall No.
Date Sample
Collected
(mo/dd/yr OR
NO FLOW)'
pH
(Standard
Units}
TSS
(mg/L}
Event
Duration
(minutes)
Total
Rainfall"
(in)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
2 Samplingz
-
-
6-92
10012.3
-
-
-
-
1
9-29-15
8.1
64
1140
2.10
N
— - :ram
"Ca
..-
DY 0 2 2015
C
•L 1 L
WR SECTION
' If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
z If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
s TSS benchmark values are 100 mg/I, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l.
For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
N
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
Outfall
No.
Date Sample
Collected
(mo/dd/yr)1
PH
(Standard
Units)
TPH using method
I664A SGT-HEM
(mg/L)
Total Suspended
Solids
(mg/L)
Event
Duration
(minutes)
Total
Rainfall ,
(in)
New Motor Oil
Usage
(gal/month)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months
in Tier 2
Sampling2
6-92
152
1002,3
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO ❑
HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑
REGIONAL OFFICE CONTACT NAME:
Mail Original and one coov of this DMR (includine all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample (or at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
am aware that then a significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
%LJ,)-
(Signs re Permittee) (D te)
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

r 4
PROCESS WASTEWATER — Quarterly Discharge Monitoring Repor ECEIVE®
GENERAL PERMIT No. NCG140000
CERTIFICATE OF COVERAGE NO. NCG1 1 0
FACILITY NAME: S
PERSON COLLECTING SAMPLES: t 0
CERTIFIED LABORATORY: f fi r ab # G
T Lab #
LIMIT VIOLATIONS? YES ❑ NO ❑
Part A: Wastewater Monitoring Requirements
JUL 0 6 2015
CENTRAL FILES
SAMPLE COLLECTION YEAR: % DWR SEC 7April-june
N
SAMPLE QU TER: ❑Jul -Sept ❑Oct -Dec ❑Jan -March
COUNTY: �(�
PHONE NO. ( )
ADD TO LISTSERVE? ❑YES ❑NO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA []Trout Other F7
OPTIONAL INFO:
Outfall No.
Date Sample
Collected 3
(mm/dd/Yr}
Type of Wastewater
(VE, RM, MD)'
pH
(standard)
Total Suspended
Solids
(mg/L}
Settleable
Solids
(ml/Lj
TPH usingDischarge
method 1664A
SGT-NEM6
(mg/L)
Duration
(minutes}
Total Flow
gallons/day}'
-
-
-
6-93,4
303.5
53
(15)6
-
-
U
1 If wastewater systems have not discharged in this quarter — report "No Flow" or "No Discharge" here. Please make sure to mark the sample quarter above.
2 Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MD). Report more than one type if the waste -stream is commingled.
'If an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring.
4 pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
5 TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
Page 1 of 2

a �
6 Process wastewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater,
but instead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action.
"7 Flow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 50% of the Summer 7Q10 Flow as per 15A
NCAC 02B .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW". "NO DISCHARGE"1 WITHIN 30 DAYS OF RECEIPT OF SAMPLE
AT END OF MONITORING PERIOD IN OF "NO FLOW") TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and
complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations." _
Permittee)
Permit Date: 7/1/2010-06/30/2015
7
( ate
Last Revised 07/13/11
Page 2of2

PROCESS WASTEWATER — Quarterly Discharge Monitoring Report
j a GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 D 3 4 SAMPLE COLLECTION YEAR: �_ 3 f�
FACILITY NAME: / SAMPLE QU4RTER: I Jul -Sept ❑Oct -Dec ❑Jan -March MApril-June
PERSON COLLECTING SAMPLES: Ic COUNTY: �mtn,+• /
CERTIFIED LABORATORY: Lab # PHONE NO. ( ]
Lab # ADD TO LISTSERVE? []YES❑NO EMAIL: LIMIT VIOLATIONS? YES ❑ NO ❑ DISCHARGING TO CLASS: []SA ❑HQW ❑PNA []Trout Other C
OPTIONAL INFO:
Part A: Wastewater Monitorine Requirements
Outfall No.
Date Sample
Collected 1
(mm/dd/yr}
Type of Wastewater
(VE, RM, MD)2
pH
(standard)
Total Suspended
Solids
(mg/L)
Settleable
Solids
(mL/L)
TPH using
method 1664A
SGT-NFM6
(mg/L)
Discharge
Duration
(minutes]
Total Flow
(gallons/day)'
-
-
-
5-93.4
3035
53
(15)6
-
-
V �LJ
m r r-1
DWR SCCTi0N
INPORMOON
PROCESS
6 UNIT
2 If wastewater systems have not discharged in this quarter — report "No Flow" or "No Discharge" here. Please make sure to mark the sample quarter above.
Z Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MD). Report more than one type if the waste -stream is commingled.
3if an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring.
4 pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
5 TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
Page 1 of 2

B Process wastewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater,
but instead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action.
' Flo y ram can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 50% of the Summer 7Q10 Flow as per 1SA
NILAC-0213 .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW", "NO DISCHARGE") WITHIN 30 DAYS OF RECEIPT OF SAMPLE (OR
AT END OF MONITORING PERIOD IN CASE OF "NO FLOW") TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-161.7
[phone]
YOU MU5T51GN TH15 CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and
complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
( ate
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
Page 2 of 2

PROCESS WASTEWATER — Quarterly Discharge Monitoring Report
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COV RAGE NO. NCG14_a 3 � 7
FACILITY NAME: o tlh o { , Y) rfli
PERSON COLLECTING SAMPLES: ,'t P n
CERTIFIED LABORATORY: F T_S Lab #
Lab #
LIMIT VIOLATIONS? YES ❑ NO
Part A: Wastewater Monitoring Requirements
SAMPLE COLLECTION YEAR: �— C 1 j,
SAMPLE QU TER: ❑jul-Sept ❑Oct -Dec
COUNTY: 01) CO }h Y
PHONE NO. f ]
❑Jan -March
[+April -June
ADD TO LISTSERVE? DYES ❑NO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HQW []PNA ❑Trout ❑Other
OPTIONAL INFO:
Outfall No.
Date Sample
Collected'
(mm/dd/yr)
Type of Wastewater
(VE, RM, MD)Z
pH
(standard)
Total Suspended
Solids
(mg/L)
Settleable
Solids
(mL/L)
TPH usingDischarge
method 1664A
SGT-HEM6
(mg/L)
Duration
(minutes)
Total Flow
gallons/day)l
-
-
-
6-93A
303.s
53
(15)6
-
-
!
EIVEI
FILE
DSECTION
' If wastewater systems have not discharged in this quarter — report "No Flow" or "No Discharge" here. Please make sure to mark the sample quarter above.
2 Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MD). Report more than one type if the waste -stream is commingled.
3If an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring.
" pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
5 TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date:7/1/2010-06/30/2015
Last Revised 07/13/11
Page 1 of 2

6 Process wastewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VIVA areas. TPH does not have a limit for wastewater,
but instead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action.
7 Flow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 50% of the Summer 7Q10 Flow as per 15A
_NCAG0,28 .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW", "NO DISCHARGE") WITHIN 30 DAYS OF RECEIPT OF SAMPLE (OR
AT END OF MONITORING PERIOD IN CASE OF "NO FLOW") TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and
complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
re of Permittee)
Permit Date: 7/1/2010-06/30/2015
(Da"te)
Last Revised 07/13/11
Page 2 of 2

PROCESSWASTEWATER — Quarterly Discharge Monitoring Report F==*
GENERAL. PERMIT No. NCG140000
CERTIFICATE OF COVERAGE NO. NCG1413 O �_ i
FACILITY NAME: S a � L fwltdne la' I
PERSON COLLECTING SAMPLES: It 7�rc h
CERTIFIED LABORATORY: Lab #
Lab #
LIMIT VIOLATIONS? YES ❑ NO ❑
Part A: Wastewater Monitoring Requirements
W
r �
SAMPLE COLLECTION Y R: a-
SAMPLE QUART Jul-5 pt ❑Oct -Dec Dian -March ❑April -June
COUNTY:
PHONE NO. 1
ADD TO LISTSERVE? DYES ONO EMAIL:
DISCHARGING TO CLASS: []SA ❑HQW ❑PNA ❑Trout ❑Other,
OPTIONAL INFO:
Outfall No.
Date Sample
Collected'
(mm/dd/yr)
Type of Wastewater
(VE, RM, MD)z
pH
(standard)
Total Suspended
Solids
(mg/L)
Settleable
Solids
(mL/L)
TPH using
method 1664A
SGT-NFM6
(mg/ L)
Discharge
Duration
(minutes)
Total Flow
(gallons/day)'
-
-
-
6-93.41
303,5
53
(15)6
-
-
Y
UG 2 4
' 1f wastewater systems have not discharged in this quarter — report "No Flow" or "No Discharge" here. Please make sure to mark the sample quarter above.
z Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MO). Report more than one type if the waste -stream is commingled.
'if an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring.
° pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
5 TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
Page 1 of 2

+" Fit Es• f�; rr.; �

ProL`�;s wastewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater,
s;i'ut instead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action.
' How rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 50% of the Summer 7Q10 Flow as per 15A
NCAC 028 .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW", "NO DISCHARGE") WITHIN 30 DAYS OF RECEIPT OF SAMPLE (OR
AT END OF MONITORING PERIOD IN CASE OF "NO FLOW") TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
YOU MUSTSIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and
complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
of Permittee)
Permit Date:7/1/2010-06/30/2015
[ te)
Last Revised 07/13/11
Page 2 of 2

PROCESS WASTEWATER — Quarterly Discharge Monitoring Report
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 Q J
FACILITY NAME: _ _ .i 4,1 OF A r+ n ��:17 /
PERSON COLLECTING SAMPLES: it L� LgM m
CERTIFIED LABORATORY: Lab
Lab $t
LIMIT VIOLATIONS? YES Q NO ❑
Part A: Wastewater Monitoring Reouirements
SAMPLE COLLECTION YEAR: �- o %
SAMPLE QU TER: ❑Ju1ll-Sept ❑Oct -Dec rMn-March ❑April -June
COUNTY:L
PHONE NO. {�)
ADD TO LISTSERVE? ❑YES [-]NO EMAIL:
DISCHARGING TO CLASS: []SA ❑HQW ❑PNA []Trout ❑Other
OPTIONAL INFO:
Outfall No.
Date Sample
Collected 1
(mm/dd/yr)
Type of Wastewater
(VE, RM, MD)2
pH
(standard)
Total Suspended
Solids
(mg/L)
Settleable
Solids
(mL/L)
7PH using
method 1664A
SGT HEM6
(mg/L)
Discharge
Duration
(minutes)
Total Flow
(gallons/day)' ,
i;
3 i ij
V r
CcN�yF
n
1I R SECTIQfy
1 if wastewater systems have not discharged in this quarter - report "No Flow" or "No Discharge" here. Please make sure to mark the sample quarter above.
2 Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum
Cleanout (MD). Report more than one type if the waste -stream is commingled. '
3 if an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff
notifies you to continue monitoring.
4 pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
5 TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications.
Permit Date:7/1/2010-06/30/2015
Last Revised 07/13/11
1
iW
Z4
Page 1 of 2

6 Process wastewater discharges shalt only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater,
but instead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action.
Flc.,,-j' ratelt'an be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 50%of the Summer 7Q10 Flow as per 15A
NCAC 02B .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot
obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW `_NO DISCHARGE") WITHIN 30 DAYS OF RECEIPT OF SAMPLE (OR
AT END OF MONITORING PERIOD 1N CASE OF "NO FLOW") TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and
complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations." A
re of Permittee)
Permit Date:7/1/2010-06/30/2015
(Dade)
Last Revised 07/13/11
Page 2 of 2

r
Permit Application for A uthorization to
Construct (A to C) a Process / Stormwater
Recycling System
NPDES General Permit No.: NCG140000
Certificate of Coverage: NCG140309
a
a
Prepared for:
Southern Concrete MatertaCs - Pond Road PCant
80 Pond Road
Asheville, Buncombe County, North Carolina 28806
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a
CPEES Project No.1114-003
October 30, 2008 ✓
Approved Stormwater Permit Documents
• Construction in accordance with these documents is
required by the stofmwater permit. North Carolina
rules require that the stormwater system designer
certify conformity with the ,
plans and specs; a
Permit #AI(6 -J0'I Date 2F D
by,,,,,,,' � . , NC Division of Water Quality ,
Pre par9AWRevision Date
Chalam Pakala•Engineering and Environmental Solutions
10017 Allyson Park Dr., '
Charlotte, North Carolina 28277
Tel [phone] / Fax: [phone] -
Email: cvpakala cr carolina.rr.com
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Permit Application for Authorization to Construct
(A to C) a Process /Stormwater Recycling System
NPDES General Permit No.: NCG140000
Certificate of Coverage: NCG140309
TABLE OF CONTENTS
1.0 FACILITY DESCRIPTION..............................................................................................1
2.0 FACILITY OPERATIONS................................................................................................1
3.0 PROCESS WASHWATER CALCULATIONS..............................................................2
4.0 STORMWATER RUNOFF CALCULATIONS FOR A 25 YEAR AND 24-HR RAIN
EVENT.......................................................................................................................................3
5.0 pH ADJUSTMENT FOR THE RECYCLE SYSTEM....................................................3
6.0 STORMWATER / PROCESS WASHWATER RECYCLE SYSTEM DESIGN AND
CONSTRUCTION DETAILS.................................................................................................4
7.0 A to C CONSTRUCTION PERMIT APPLICATION....................................................5
TABLES
Table 1: Runoff Volume Calculations for a 25 yr, 24-hr Storm Event
FIGURES
Figure 1: Site Location Map
Figure 2: Aerial View of Surrounding Properties around the Asheville - Pond Road Plant
Figure 3: Site Layout Map with Buildings, Dry Mix Concrete Plant and Proposed Location of
Process Washwater / Stormwater Recycle System
Figure 4: Design Details of Proposed Process Washwater / Stormwater Recycle System
Figure 5: Process Washwater and Stormwater Recycle System Construction Details
Figure 6: Truck Travel Path
ATTACHMENTS
Attachment A: Runoff Volume and Weir Design Calculations with Backup
Attachment B: Laboratory Analytical Results Supplied by Environmental Testing Solutions
Attachment C: Manufacturer Supplied Literature for Carbon Dioxide System
Attachment D. NC DENR — Division of Water Quality Stream Classification Table for
Buncombe County
CP Engineering and Environmental Solutions i A to C Permit Application
Tel: [phone] Southern Concrete Materials —Pond Road
80 Pond Road

Permit Application for Authorization to Construct
(A to Q a Process /Stormwater Recycling System
NPDES General Permit No.: NCG140000
Certificate of Coverage: NCG140309
1.0 FACILITY DESCRIPTION
Southern Concrete Materials -Pond Road Plant located at 80 Pond Road, Asheville, Buncombe
County, North Carolina, is a dry batch ready mix concrete plant for commercial supply." The
primary Standard Industrial Classification (SIC Code) for the facility is 3273 (Ready Mixed
Concrete). The approximate location of the facility on a US Geological Survey Map is
provided on Figure 1. The geographic site location can also be given as 350 32' 44.5" North
Latitude and 820 36' 10.6" West Longitude. The subject facility is surrounded by light
manufacturing and thick wooded area on north, east and south sides of the property with
Hominy Creek. The west is north side of the property has light manufacturing and a highway.
The details of surrounding properties are displayed on Figure 2:'The Pond Road Plant
occupies approximately 7.701 acres of land and out of which, approximately 1.1 acres of area
is paved with concrete. Hominy Creek enveloping the property on north, east and south of the
property carries the stormwater from the subject facility. Based on my discussion with NC
Division of Water Quality, it is our understanding that Hominy Creek is classified as Class C
(see attached table obtained from NC DENR — Division of Water Quality Section web site for
details -Attachment D)_ The stormwater from the facility is carried to Hominy Creek via
swales and sheet flow (Figure 3). The Pond Road Plant consists of an office building, a ready
mix concrete plant next to the office building, cement and fly -ash silos, an aboveground fuel
oil tank with a secondary containment, an enclosed shed, a concrete secondary containment for
admixture tanks, sand and gravel storage areas, and a concrete truck drum wash area. Pond
Road Plant has approximately 9 to 10 trucks and operates 8 hrs/day, 5 days/wk and 30 to 50
wks/year , depending upon weather conditions.
2.0 FACILITY OPERATIONS
The facility operations include: a dry batch concrete plant with vacuum system for dust control
--(no water sprinklers are attached to the concrete truck loading chute for dust suppression),
cement and fly -ash silos with a dust control central vacuum system, sand and gravel storage
areas with no water sprinkler system (dry storage areas) and a truck washing area. --
Based on the request from the user, the sand, gravel, and cement and flyash are loaded into a
weigh scale which drops the dry mix into cement trucks as a dry batch concrete mix. During
the truck loading process, vacuum is appl� around the loading chute to suppress any cement
/ particulate dust that is being generated. The dust extracted from the loading chute area is
processed through a NC DENR Division of Air Quality permitted bag filter system before
released into the atmosphere. The loaded cement truck with concrete mix is brought to a truck
CP Engineering and Environmental Solutions 1 A to C Permit Application
Tel: [phone] Southern Concrete Materials —Pond Road
80 Pond .Road

washing area.for a surficial wash before goes out for the delivery. Occasionally, any left over
concrete in the concrete drum is washed of at the plant in a truck wssNing bay,,._ Thus, process
water is being generated at the plant for either recycling or disposal. Based on our
understanding of the facility operations, all chemical and oil tanks / drums are located in
secondary containment dikes with dike valves in shut position. Therefore, no oily water or
stormwater contaminated with chemicals are being released to the environment from the f
facility.
The facility has a NPDES General Pen -nit (NCG 140000) with a certificate of coverage
NCG140309 to discharge stormwateplfrom the subject facility operations. To meet the
NPDES General Stormwater Permit requirements, a Stormwater Pollution Prevention Plan
(SWPP Plan) with Best Management Practices for potential stormwater pollutant sources was
prepared and implemented at the site in September 22, 2006.
In addition, all truck drums and drum chutes are washed at the end of the day before parked
for good. Therefore, the locations where process washwater is being generated at the plant
are:
Surfcial cleaning of the drum before leaving the site, r
• Cement drum washing if left over concrete is brought back to the plant; and
• Drum and drum chutes cleaning at the end of the day.
3.0 PROCESS WASHWATER CALCULATIONS
Based on our discussions with the Asheville - Pond Road Plant Manager, it is our
understanding that approximately 40 to 45 batches per day are completed in the summer time
and 25 batches per day are completed in the winter time using 9 to 10 trucks. Approximately
5 to 10 gals of water are used for surficial washing of the truck per batch. Approximately 5 to
10 gals of water are used to wash drum chutes per truck per day at the end of the day.
Approximately 200 gals per day per drum are used to wash at the end of the day.
Description of Operation
Unit
Total
# Trucks worst -case
trucks
10
# Batches per day using 10 trucks
worst -case scenario -summer time)
Batches
45
Surficial cleaning
10 gals/batch
450 ✓
Chute cleaning at the end of the day
10 gals/truck
too-,'
Drum cleaning at the end of the day
150gals/truck
1,500
Leftover concrete washing firam the drum (5
batches
200 gals/batch
1,000 ✓
Total(gals/day)
3,050
CP Engineering and Environmental Solutions 2 A to C Permit Application
Tel: [phone] Southern Concrete Materials —fond Road
80 Pond Road

4.0 STORMWATER RUNOFF CALCULATIONS FOR A 25 YEAR AND
24-HR RAIN EVENT
According NC DENR-Division of Water Quality NPDES General Stormwater Permit
requirements, recycle systems are considered wastewater treatment per 15A NCAC 2H .0203
and all wastewater discharges must meet a total suspended solids (TSS) limit of 30 mg/l, a
settleable solids (SS) limit of 5 ml/l, and pH between 6-9 SU or must demonstrate that the ✓,
recycle system has sufficient capacity to contain 25-year, 24-hr rainfall event plus one foot of
freeboard under the design operating conditions.
To obtain an economic and workable s!o�!Ytion to the proposed recycling system design, the
truck washing perations-a—n4process washwater generating points are all brought to on_
location t,� duce the drainage area for 25-yr, 24-hr calculations. Approximately 27,572 sq ft
or 0.65 acres of area including the pit system designed for the process / stormwater recycling
is expected to contribute to the process wastewater from the facility (Figure 3). All washing
operations beyond this designated area are prohibited at the facility and the drivers will be
trained to adhere to this new policy for meeting the Stormwater regulations. CPEES has
performed stormwater calculations for a 25-yr, 24-hr rain event for 0.65 acres and
approximately 13,921 cubic feet (cft) of runoff capacity is required to hold the designed rain
event. The runoff volume and weir design calculations are provided in Attachment A.
IS Please note, during a rain event, no plant operations will be conducted. Therefore, no
washwater is accounted for in the proposed recycle system design when 25-yr, 24-hr rain
event for stormwater is considered.
5.0 pH ADJUSTMENT FOR THE RECYCLE SYSTEM
Southern Concrete Materials has been currently using Carbon Dioxide Systems -to control pH
in the process washwater generated at some of their facilities. it is proven very efficient to
control pH with carbon dioxide since carbon dioxide when mixed with water forms carbonic
acid. It is a weak acid which would neutralize alkaline solution (cement washwater) generated
at the plant.
Carbonic acid, has the ormula H2CO3. It is also a name sometimes given to solutions of
carbon dioxide in water, which contain small amounts of H2CO3. The salts of carbonic acids
are called bicarbonates (or hydrogencarbonates) and carbonates. It is a weak acid Carbon
dioxide dissolved in water is in equilibrium with carbonic acid:
CO2 + H2O ^ H2CO3
1: Wikipedia: http://en.wikil2edia.ory/wiki/Carbonic acid
CP Engineering and Environmental Solutions 3 A to C Permit Application
Tel: [phone] Southern Concrete Materials —fond Road
80 Pond Road

In addition, it has also proven to be having a secondary benefit in reducing total suspended t%
and settleable solids concentration considerably from the process washwater and stormwater
recycle system. A copy of analytical test results obtained from NC certified laboratory,
Environmental Testing Solutions, for a similar site - SCM Biltmore Plant in Biltmore, North
Carolina is provided in Attachment B for the State review. The manufacturer supplied
literature for Carbon Dioxide System is provided in Attachment C.
6.0 STORMWATER / PROCESS WASHWATER RECYCLE SYSTEM
DESIGN AND CONSTRUCTION DETAILS
The proposed recycle system is designed to capture all process washwater and stormwater
from a 25-yr, 24-hr rainfall event from the subject plant wash areas. The recycle system is
designed to hold entire runoff amount from the designed storm event. The approximate P x
drainage area involved in the process washwater is estimated to be 0.65 acres (Fi e3). The@�r'p
25 year, 24-hr runoff volume from this drainage area is estimated to be 13,921 eft A recycleQ f '
system designed for the estimated runoff is a three pit system (Figure 4). The total volume of
all the three pits were designed to be sufficient to hold the entire 25 year, 24-hr run off
volume. Please note SCM strives very hard to control and mitigate migration of any
contaminated stormwater from the facility to the waters of US. Appropriate
slopes/berms/walls are proposed to isolate the 0.65 acres of drainage area for the washwater / t/
stormwater recycling operations (Figure 3).
All the three pits in the recycling system were sloped at the entrance in order for a front-end
loader to go into the pit for a periodic cleanup. However, a berm or a slope away from the pit Iz,
is placed infront of the second and the third pit in order to divert the wash wastewater entry
into these pits. The cross -sectional and construction details of the pits are shown on Figure 5
and the truck travel path is shown on Figure 6.
CPEES designed a pit sludge storage area next to the truck washing operations in order to
control stormwater flow that is in contact with the pit sludge. The slopes of the truck washing
operations and the pit sludge storage area are directed toward the first pit of the three pit
recycling system in order to control and mitigate migration of stormwater contamination from
the washing operations.
The location of the three pit recycling system along with stormwater flow directions and wash
areas are displayed on Figure 2. The construction details for the three pit system are displayed
on Figure 3 and 4. In addition to the three pit system, the proposed carbon dioxide system in
the three pit recycle system will enhance additional removal of Total Suspended Solids (TSS)
and Settleable Solids (SS), and also adjust pH to suit process water for recycling at the plant
The location of the carbon dioxide system is displayed on Figure 3. The 25 year, 24-hr ✓✓✓
stormwater runoff calculations are provided in Table 1 of this report.
CP Engineering and Environmental Solutions 4 A to C Permit Application
Tel; [phone] Southern Concrete Materials —Pond Road
80 Pond Road

A sump pump with a level switch will be provided to pump water from the third pit as
required either to the plant or to the truck washing operations. This would help empty the
third pit to accommodate any possible rain event.
7.0 A to C CONSTRUCTION PERMIT APPLICATION
Based on our consultants' discussions with the State DWQ, it is our understanding that we
need to file a NCG 140000 Notice of Intent (NOI) Form to obtain A to C Permit to construct
the proposed process washwater 1 stormwater recycle system at the Asheville Pond Road eX
Plant. A copy of the NCG 140000 NOI is attached with the A to C Report for an approval.
CP Engineering and Environmental Solutions 5 A to C Permit Application
Tel. [phone] Southern Concrete Materials —Pond Road
80 Pond Road

NCDENR
.� Yang U.a. O'.rvn.rm o.
Frrn�wrn +rn H.cl.rtx. Fbb.xrs
Division of Water Quality / Surface Water Protection
National Pollutant Discharge Elimination System
NCG140000
FOR AGENCY USE; ONLY
Date Received
Year
Month
Da
Certificate of Cuvem o
4
Chock # Aroaunt
Perm t Assigned to
NOTICE OF INTENT /1l07— NtG,e554,QY
National Pollutant Discharge Elimination System application for coverage under General Permit
NCO140000:
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 existlng plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue to overate 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 214.0138. 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 DINO Regional Office for your area. (See page 5)
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No.
MR. JEFF LAMM, EH & S MANAGER
P.O. BOX 5395
ASHEVILLE State NC ZIP Code 28813
828-253-6421 Fax. [phone]
2) Location of facility producing discharge:
Facility Name
SOUTHERN CONCRETE MATERIALS - POND ROAD PLANT
Facility Contact
MR. JEFF LAMM, EH&S MANAGER
Street Address
BO POND ROAD
City
County
ASHEVILLE State NC ZIP Code 28806
BUNCOMBE
Telephone No.
828-253-6421 Fax: [phone]
Page 1 of 5
'Asper 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 7/14/08

NCG140000 N.O.l.
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). SEE DRAWING FOR DETAILS
(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 35 32' 44.5"
Longitude 80 36' 10.6"
(deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
0 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: 3 2 7 3
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.)
DRY COCNRETE OPERATIONS, —PLANT PRODUCES CONCRETE FOR COMMERCIAL USE
8) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? ONE (OUTFALL-001)
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? HOMINY CREEK (SEE FIGURE 1)
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). NIA.
Receiving water classification (if known): CLASS C (SEE ATTACHED SHEETS)
Note: Discharge of process wastewater to receiving waters classified as W5-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?
V1 No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
0 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?
❑ No
V Yes
If yes, please briefly describe: SECONDARY CONTAINMENT FOR OILSICHEMICALSTGRA
AROUND THE STONE AND SAND STORAGE AREAS. PLANS TO RECYCLE WASHWATER
Page 2 of 5
SWU-229-071408 Last revised 7/14/2008
t-�

NCG140000 N.O.I.
12) Does this facility have a Stormwater Pollution Prevention Plan?
❑ No
® Yes
If yes, when was it implemented? SEPTEMBER 22, 2006
13) Are vehicle maintenance activities occurring or planned at this facility?
0 No
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning
Wetting of raw material stockpiles
Mixing drum cleaning
0 Yes
❑ No
❑ Yes
0 No
V
0 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/l, 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 NOE 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 existfna 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. DWO 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
0 Yes
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
25 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)].
'Ka' 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 mgll, and Settleable Solids (SS) -- 5 ml/l), 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.
Page 3 of 5
Swu-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
0 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?
0 No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
0 No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
la No
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
!Name of transport / disposal vendor: _
Vendor address:
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 appficadon, 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.
Printed Name of Person Signing: MR. JEFF LAMM
Title: EH & S MANAGER
(Signature of ApplIc ,#` (Dale Si � ned)
g
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 4 of 5
SWU-229-071408 Las[ revised 7/14/2008

NCG140000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
0 Check for $100 made payable to NCDENR. x Ivor
0 This completed application and all supporting documentation (including design details and calculations for
treatment systems).
V❑ If an Erosion & Sedimentation Control (E&SC) Plan is required? from Division of Land Resources (DLR)
01— or local designee: documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138). NOT REQUIRED
❑ For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and ►
specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a i
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7). NIA
IKJ 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. SEE ATTACHED
0 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
X
I I
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines. /
m 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 far your area.
DWO Regional Office Contact Information:
Asheville Office ....
Fayetteville Office .
Mooresville Office .
Raleigh Office ......
Washington Office
Wilmington Office .
Winston-Salem ....
Central Office ......
[phone]
[phone]
[phone]
[phone]
...[phone]
[phone]
[phone]
..[phone]
Page 5of5
5WU-229-071408 Last revised 7/14/2008

Raleigh, N Carolina to 80 Pond Rd, Asheville, NC 28806 - Google Maps
Page 1 of 1
GOO Vry
Ly
Maps
Raleigh, N Carolina
Directions to 80 Pond Rd, Asheville, NC
28806
249 mi - about 3 hours 59 mins
Save trees. Go green! ,,
Download Google Maps on your
phone at google.comlgmm o
1. Head west on W Morgan St toward S Harrington St go 482 ft
total 482 ft
2. Turn right at S Harrington St go 302 ft
total0.1 mi
3. Turn left at Hillsborough StlNC-54 go 2.9 mi
About 6 mins total 3.0 mi
4.
Take the ramp onto 1440 E
go 0.4 mi
total 3.4 mi
5.
Take exit 4 for Wade Ave
go 0.3 mi
total 3.7 mi
% 6.
Turn left at Raleigh Chapel Hill ExpyMade Ave
go 2.4 mi
About 3 mins
total 6.1 mi
7.
Take the exit toward 1-40 W
go 0.5 mi
total 6.6 mi
8.
Keep left at the fork, follow signs for Durham/1-40 W and merge onto I-
go 61.8 mi
40 W
total 68.4 mi
About 58 mins
9.
Slight right at 40 W (signs for US-70/Greensboroll-40 WII-85 S)
go 14.3 mi
About 14 mins
total 82.6 mi
10.
Take the exit toward 1-40 W
go 0.4 mi
total 83.1 mi
11.
Keep left at the fork to continue toward 1-40 W and merge onto 1-40 W
go 165 mi
About 2 hours 32 mins
total 248 mi
12.
Take exit 47 for NC-191 toward W Asheville
go 0.2 mi
total 248 rani
13.
Turn left at Brevard Rd1NC-191
go 0.6 mi
About 2 mins
total 249 mi
14.
Turn right at NC-34311Pond Rd
go 0.3 mi
Destination will be on the left
total 249 mi
80 Pond Rd
Asheville, NC 28806
These directions are for planning purposes only. You may find that construction projects, traffic, weather, or
other events may cause conditions to differ from the map results, and you should plan your route accordingly.
You must obey all signs or notices regarding your route.
Map data ©2008 Tele Atlas
http://maps.google.cornlmaps?f q&W1 en&geocode=&q=Raleigh,+North+Carolina+to+80... 11/2/2008

TABLE I
SOUTHERN CONCRETE MATERIALS
80 POND ROAD
ASHEVILLE, NORTH CAROUN- A
Size of a Concrete Recycling System for Process Washwaterl Stormwater for a Reday Mix Concrete Plant
w for a 25 yr, 24-hr Runoff Volume = Use SCS Peak Discharge
dnage Area = 0.65 easy Or 28.314 sq ry_
vauan Dteoronce. 4 ft (Obtained from the site topo map)
kgth = 220 ft (Obtained from the site topo map)
2.2 min (8.03a)
2%
88 (Table 8 03b)
. "fall = 6 inches (Ref fig 8.03k)
nfafl lrnonalty(Aahovflle)= 7 inRv (a.03f)
soft Depth = 5.9 inches (Table 8,03c) • i
Runoff Volume = Dr - unaN Depth CS
13 921 cu ft V
sign Recycle pits to hold = 43,921 cu ft. A minimum of 2 pits with a txrfter of t additional pit for art»rgencles
CIA
0' a 4.095 Peak rate of runoff in cubic feet per second
Q2, - 25 Yr, 24-hr Discharge = C = 0 9 Runoff Coefficient
i = 7 Average intensity of Rainfall in incheslhr for a storm dufa(ion-Irmo of concentration
A = 0.65 fhaingae area
for Weir t(x Dry
Length of the weir =
Capcaity of pits
Pit 1.2 & 3 Each (Fiat Area Volume)
30L11
Q21 4.
L=
H= 0
4.095 =3.0 x L x (D.75) n
2 ft
Pit 1,2 & 3 Each (Slope Area Volume)
LwVhth of the weir (ft)
Haight of the weir (ft) ,
L = 35
W . 20 Volumelpit =
D= 6
or
L = 21 fi
W = 20 ft Valumelpit-
D 6 ft
or
0.5 ft
4,200 cubic feet. (cft)
12600 cubic feet. (Three pits)
1,260 cubic feet.
3780 Cubic feet. (Three pits)
Total Pit Volume (CFT) = 16,380 cubic feet a 13,921 eublcfJA
�os
E
a kw-,04-4J l i
12�
Chalem Palkals, P[
CF' EngineefiNrirtq
Tel: [phone] l��
CPEES Prgoct No. 11144M 1 I U /�
r
}i21 > l'� )

FIGURES
Figure 1: Site Location Map
Figure 2: Aerial View of Surrounding Properties around the
Pond Road Plant
Figure 3: Site Layout Map with Buildings, Dry Mix Concrete
Plant, and Proposed Process Washwater !
Stormwater Recycle System
Figure 4: Design Details of Proposed Process Washwater 1
Stormwater Recycle System
Figure 5: Process Washwater and Stormwater Recycle System
Construction Details
Figure b: Truck Travel Path

I I 082' 37' 0.00- Wi I I I 082' 36' 0.00- W E 082' 35' 0.00" WI
r.s'ft.
l ,y` ssv1p�jf�._OR
Sm
r' I_/.
OPIA
ZAN
`
- _ `\"
-
i �mf
082. 37' 0.00" W
,ame: ASHEVILLE
Date: 111312008
Scale: 1 inch equals 2000 feet
082' 36'I0.00" W
082' 35'I0.00" W
Location: 035° 32' 44.7" N 082' 36' 10.2" W
Caption: SITE LOCATION MAP
SOUTHERN CONCRETE MATERIALS - POND ROAD
FIGURE-1 JOB NO. 1114-003
aWeM. Inc

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C R/W MONUMENT
2050
U.P.
C I S
C U P. \
U.P. �\
ZONE
"X"(APPRO)(. LOCATI-9—N2040
—�
ZONE "AE"(APPROX. LOCATION) 203
2o20
01
W
N.C.G.S, MONUMENT" HOMI
k1^0Tu - C77 S7Z� 11
NOTES:
BASE MAP WAS SUPPLIED BY S,C.M,I
S
N,
Z
2035.4'
ZONE "X"(APPROX. LOCATION
ZONE "AE"(APPROX, LOCATION)
U.P. C
�qL �
L 0 T
5 89°-28'-50" E > G
15" CU1 3.48'
INVERT ELEV G ��
ATIDN ZO]6.46' S
~706 4 E , CONTA'NED
0' G AREA
X) 0.65 AC
\ 89
0.354 Ac. ���� \� �9, E Q
1 p 2040�
R.R. SPIKE
\ TCP V. = 040.
2040 \ \ 1 T EL - 20 \\
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1
SEWER EASEMENT SEE D.B. 1303 PG. 29 AND D.B. 1247 PG. 651
1,5 1" EIP
o,
T�
cn
LEASINC AND EQUIPMENT SAES CO
N D.B. 2556 PC. 192
Ir1
I
> 3/4" HEX ROD
f / i
f
fJ
I I s
I
\ / o�/
50
SE 2
WER
EASEMENT
SEE D. 1303�1IV
56'-
W
HENRY S. ANDERSON
C�
N D.B. 3200 P0. 710
r�
V �
1
REVISINNS�
nl
z
EAM
1-26 PAINT AND BODY, 1NC
D.B. 1663 PC. 474
139.76'—
��`b < S 88°-41'-00" W
�f
I NO. 5 REBAR
Al Pao
C N
C7 0)
L
M
SCALE: 1" = 80'
INITIALS I DATE
PREPARED BY:
CVP
11/07/08
DRAWN BY
CAD
11/07/08
CHECKED BY:
CVP
11/07/08
APPROVED BY
CVP
1 11/07/ 88
FILE NAME XXX
DRAWING TITLE:
NC
CONTOUR INTERVAL = 2'.
TOPOGRAPHIC DATA ARE BASED ON NCGS GRID
STATION "HOMINY", ELEVATION = 2070.53'
Approved Stormwater Permit Documents
Construction in accordance with these documents Is CA
required by the stormwater permit. North Carolina ��,$064we • ' .
rules require that the stormwater system designer O�•'OF.I,•r�
tri3pect du„a ; certify conformity with the ?: QQ' SAL Y '
tans and specs;
p a 19807 1
Permit # Date D
byl4Q NC Division of afar Qualfty�' +!
Sheet # Revision Date
❑VERALL L❑CATI❑N PLAN
PROJECT: SOUTHERN CENCRETE MATERIALS INC. (POND ROAD PLANT)
P.❑, BOX 5395
ASHEVILLE N.C. 28813
CHALAM PAKALA ENGINEERING AND
ENVIRONMENTAL SOLUTIONS
A Cost-Eft=ctive Solution Provider for Manufacturing Industries
10017 ALLYSNN PARK DR. TEL [phone]
CHARLNTTE, NDRTH CAROLINA 28277 FAX [phone]
(�3,01of
PR❑JECT N❑.1
1114004
REV NC-1 I REV, DATE
DRAWING NO,:
DRAWING

,ISLAND
NOTES:
BASE MAP WAS SUPPLIED BY S C.M.I.
EXIST sou
ACKCONCRETE 7X19' \ � gas
AREA SLOPE
BOLLARDS SAC
(TYP) I
IBERM TO
REDIRCT FLOW
INTOPIT #1
OF
EXIST / EXISTING
CONCRETE GRAVEL STORAGE
AREA �
PREPARED BY:
CVP
11/07/08
DRAWN BY:
CAD
11/07/08
CHECKED BY:
CVP
11/07/08
APPROVED BYJ
CVP
I 11/07/08

i
21'
n 1, „ i i n, I-- n ri
,D
M6„
,,D
i
M,_6„
INSIDE DIMENSIONS
LENGTH SECTION
3 5'
201 WIDTH SECTION
SECTION
CONCRETE PIT
SCALE= 1/4' =1111
tr-r �n IL_ u,1_.. L,nI.n W" 1 ,_Lt I IVlf A -A
tt`t In IC- U.L_ L_"L_F-I W m I IOG%f I IVI■ D-D
III -TA �r�r „�� r��� SCALE= 1/4" =NTS
NOTES
BASE MAP WAS SUPPLIED BY S.C.M,I,
TTT L iL L1IL. L_r-�_.I I W" I uGV IIWIT V V
SCALE= 1/4' =NTS
REVISI❑NS
01
01
HOSE
8" DIA CONC
FILLED STEEL
TUBE
4000 PS
CONCRETE
BOLLARD DETAIL
SCALE= NTS
SCALE:
GROUND
SURFACE
2 #4 BARS @ 12" ❑/C H❑RIZ❑NTAL
#S BARS @ 18" ❑/C VERTICAL
12" REINFORCED
CONCRETE WALL
(3500 PS
6" CONCRETE SLAB
4" NO, 57 WASHED STONE,
cti
I--
EXTERI❑R
WATERPR❑❑FPERIMETER
J❑INT WALL 6" C❑NCRETE SLAB
SEALANT GROUND 4" N❑ 57
WASHED STONE
�6„
•, �i
2,5'
1' 3 5, #4 BARS (4)
INTERIOR SLAB
& W-ALL SECTION
SCALE= NTS
#4 BARS (3) 4 5
EXTERIOR FOOTING
SECTION 1-1
SCALE- NTS
CONSTRUCTION NOTES:
1. BOTTOM SLAB TO BR REINFORCED WITH 6" W 10 X 10 WWF.
2. COLD JOINTS IN WALL TO HAVE KEYWAY WITH 18" #4 LAP BAR.
3. SLAB AND INTERIOR WALLS TO BE SEALED WITH CONCRETE WATERPROOFING.
ADDITIONAL NOTES:
1. COMPACTION OF SOIL TO 95% STD PROCTOR MAX DRY DENSITY,
2. CONCRF TF 4,000 P.S.I. COMPRESSIVE STRENGTH @28 DAYS
3. RFBAR GRADE 60
4. CONSTRUCTION QUALITY CONTROL T'-STING TO INCLUDE SUBGRADE
DENSITY TESTING, PROOF ROLLING OF SUBGRADE, SLAB REINFORCEMENT INSPECTION,
CONCRETE THICKNESS MEASUREMENT, AND CONCRETE STRENGTH TESTING.
ALL TEST RESULTS AND JUDGEMENT IS THE RESPONCIBILfTY OF THE OWNER.
5. HAND RAIL DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE OWNER.
6. SUMP PUMP, PIPING AND ELECTRICAL WORK FOR SUMP PUMP
IS THE RESPONSIBILITY OF THE OWNER,
7. ALL WALLS ARE REINFORCED AND CONCRETE POURED
8. POND LEAK TESTING IS THE' RESPONSIBILITY OF THE OWNER.
9, ALL BOUNDARIES OF CONSTRUCTION ACTIVITY/DISTURBED AREAS SHALL
BF PROTECTED WITH SILT FENCE AS SHOWN ON SILT FFNCE CONSTRUCTION DETAILS,
8'
I'-
►SOMETRIC VIEW
SCALE= N,T,S,
INITIALS I DATE
PREPARED BY:
CVP
11/7/08
DRAWN BY:
CAD
11/7/08
CHECKED BY:
CVP
11/7/08
APPROVED BY1
CVP
11/7/08
FILE NAME:XXX
12 GAUGE 4' X4' OR 2" X4' WLLDED WIRE HOOKED NOTES: 1) TOTAL DRAINAGE AREA EL❑WING TO SILT
ONTO PREFORMED CHANNELS ON METAL POSTS, OR FASTENED FENCE MAY NOT EXCEED 1 ACRE.
TO CEDAR ❑R WOOD POSTS W/ NO, 8 STAPLES. 2) SILT FENCES SHOULD NOT BE USED AT
PIPE OUTLETS ❑R 1N AREAS OF CONCENTRATED FLOW (CREEKS, DITCHLINES, SWALES ETC.)
ULTAVI❑LET RESISTANT (BLACK) MIRIFI FABRIC
❑R EQUIVALENT SECURED TO WIRE W/METAL MPS'
CLIPS OR WIRE AT 8' OFF CENTER
MAX. SEDIMENT STORAGE LEVEL. REMOVE
I SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONVERSION
INSPECT❑R. �NC�
SHEET DRAINAGE (❑NLY) EL W OF
ti l l ENS Sl
SE�ZM
NATURAL GRADE TO INCREASE STORAGE
_ CAPACITY AND PROLONG THE LIFE OF
I_ THE SILT FENCE, IT IS GENERALLY
ADVISABLE TO DIG A SEDIMENT PIT
I:7 IN FRONT OF YOUR SILT FENCE
_CARRY APPROX. I' OF FABRIC INT❑ TRENCH, WHENEVER P❑SSIBLE.
COVER W/S❑IL & TAMP BACKFILL. SILT
I LT FENCE
CARRY 0.5' OF WIRE INT❑ TRENCH.
METAL, CEDAR OR 4' X4' TREATED \,I POSTS AT
10' O.C. MAX. CEDAR & WOOD POSTS SHOULD BE 3' DEEP MIN.
SILT FENCE DETAIL
SCALE- N.T.S,
Approved StOrrrlWater PerMilt DOCuff ieniz.
Construction in accordance with these documents is
required by the stormwater permit- North Carolina
F rules require that the stormwater system des gne,
3 kl CFI £FI plan Conformity with the
R _
RCN S�pE SIN \ \ Pa it # � 30�1 Date L/
COIF£ 1Mq € \ D NC Division of Ilia er?Iitv
NI S pN \\ Revision Date
—�
\ 4" to 6" ,,,lll,IEL—�
SECTION D-D
SCALE= N.T,S,
a•69K �f�a®!
SEAL
U
DRAWING TITLE:
PROCESS WASHWATER ANI) ST❑RMWATER RECYCLE SYSTEM C❑NSTRUCTI❑N DETAILS
PROJECT: SOUTHERN CONCRETE MATERIALS INC, (POND ROAD PLANT) PROJECT N❑.:
P-0 B❑X 5395 1114-004
ASHEVILLE NZ, 88813 REV N❑.: REV. DATE:
CHALAM PAKALA ENGINEERING AND
ENVIRONMENTAL SOLUTIONS DRAWING N
A Cost -Effective Solution Provider For Marufac-turing Industries ]DRAWING
10017 ALLYS❑N PARK DR. TEL [phone]
CHARLUTTE, N❑RTH CAR❑LINA 28277 FAX [phone]

HYDRANT
%JIN r-% V L-L I Ml\f\II VV
U.P. C
U.P.
21 g 35, �
C o
0 SEA 12 W
Ease
ENT SEA
PG 29
NOTES:
BASE MAP WAS SUPPLIED BY S.C.M,I.
€I
i
E
REVISIONS:
�20
i�
CN
P�-P �
FUEL PUMP ISLAND
Cj 00
0/� �
C
U.P.
r
vU.P.
e �
EXIST \ ��
WELL
EXIST 1 I
CONCRETE 111/1� ;;u
AREA
CON
cRE rE
Wq� C
i T Yp.
CONCRETE
S.S.M.H.
SOIL
-M
I
l
TRUCK PULLS UP
��AND BACKS IN
I
00
I
I
I
I
�
I
00
EXiSING 44
GRAVEL STORAGE yy
EXIST
CONCRETE
AREA
SCALE: 401
INITIALS DATE
PREPARLD BY:
CVP
11/07/08
DRAWN BY:
CAD
11/07/OB
CHECKED BY:
CVP
11/07/08
APPROVED BY
CVP
11/07/08
FILE NAME: XXX
"GRAVELED SEDIMENT BAST
24" CMP OVERFLOW
FABRICATION
AREA
x'wrovedSiormwater Permit Do Mont
Constru n in aocortiance with thes ocument
requ' by the stormwater permit. rth Carotins
s re ire th a stormwater stem designee
Metiaa; ce conformity win
/ errnit # Date v7! +I
by v NC Division of ter ua!
Sh t # Revlslon Date n
DRAWING TITLE: TRUCK TRAVEL PATH
PROJECT SOUTHERN=❑NCRETE MATERIALS INC. (POND ROAD PLANT)
P.O. BOX 5395
ASHEVILLE N,C, 28813
CHAL.AM PAKALA ENGINEERING AND
ENVIRONMENTAL SOLUTIONS
A Cost-Ef=ective Solution Provider For Manufacturing Industries
10017 ALLYSON PARK DR. TEL [phone]
CHARLOTTE, NORTH CAROLINA 28277 FAX [phone]
i SEAL
19807
►�M, V. _
1t'j4
PROJECT NO.:
1114-004
REV. NO.: REV. DATE
DRAWING N❑,:
DRAWING 6

ATTACHMENTS
Attachment A: Runoff Volume and Weir Design Calculations
with Backup
Attachment B: Laboratory Analytical Results Supplied by
Environmental Testing Solutions
Attachment C: Manufacturer Supplied Literature for Carbon
Dioxide System
Attachment D: NC DENR — Division of Water Quality Stream
Classification Table for Buncome County

TABLE I
SOUTHERN CONCRETE MATERIALS
80 PO,," ROAD
ASHEVILLE, NORTH CAROLINA
Size of a Concrete Recycling System for Process Washwater/ Stormwater for a Reday Mix Concrete Plant
to for a 25 yr, 24-hr Runoff Volume =
Use SCS Peak Discharge
aroge Area =
0.65 acres
or 28,314 sq tL
vadon Difference=
4 a
(Obtained from We site topo map)
tptlt =
220 ft
(Obtained from the site taps map)
=
2.2_ min
(8.03a)
pe
2%
98
([able 8.03b)
nfaa a
a inches
(Ref Fig 8.03k)
nfall bftnslty (Ashevllla) =
7 infir
(8.03f)
lolf Depth =
5.9 inches
(Table 8,03c)
Runoff Volume =
Drainage Area x Runoff Depth
13,921 a, ft
sign Recycle pits to hofd =
13,921 cu R..
A minfmunt of 2 pies with a buffar of 1 admtional pit for trim gencles
CiA
C6 = 4.095
Peak rate of Runoff in cubic feet per s000nd
Qzs - 25 Yr, 24-hr Discharge =
C = 0.9
Runoff Coefficient
i = 7
Average guensay of Rainfall in mxheskw low a storm durwwrtime of concentration
A = 0.65
Draingae area
for Weir for Qa =
Length of the weir =
Capcaity of pits
Pit 1,2 & 3 Each (Flat Area Volume)
3.0LH'
Oa = 4.095
L = Lenghth of the werr (ft)
H = 0.75 Height of the weir (ft) Assume 0.5 ft
4.095 =3,0 x L x (0.75)
2 n
Pit 1,2 S 3 Each (Slope Area Volume)
Total Pit Voluble (CFT) =
Chalam Pakata. PE
CP Engineering
Tel: [phone]
CPEES Proiep No 1114-003
L = 35 ft
W = 20 ft V0lumelp1t =
D= 6 ft
or
L- 21 ft
W = 20 ft Volumelpit =
D 6 ft
or
4,200 cubic feet. (cft)
12600 cubic feet. (Three pits)
1,260 cubic feet.
3780 cubic feel. (Three pits)
16,380 moc feet > 13,921 cubic foal

0
m
M
0
a�
0
c
0
a
m
0
Er
m
Y
m
0
E
0
a)
z
H (ft)
rnn
Note:
Use nomograph Tc for natural basins with well-defined channels, for overland
flow on bare earth, and for mowed -grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 02.
Figure 8.03a Time of concentration of small drainage basins.
T-'min)
200
I00
50
10
0
I
8.03.4

Appendices
20
15
10
8
L
6
a;i 4
t
U
b
2
:in
m t
0.8
c
0.6
0A
0.2
0.1 i
5
Ashevi
f0 20 40 60
Minutes
Figure 8.031 Rainfall intensity duration curves —Asheville.
C..
5 to 20
Minutes
Figure 8.03g Rainfall intensity duration curves —Charlotte.
s
Duration
Hours
40 60 2 3 4 6 6 12 18 24
Hours
Duration
8.03.7

0
Table 8.03b
Runoff Curve Numbers (CN)
Hydrologic Sall Group
Land Use/Cover
Cultivated land
without conservation
72
81
88
91
with conservation
62
71
78
81
Pasture land
condition
68
79
86
89
Faipoor
rcondition49
69
79
84
good condition
39
61
74
80
Meadow
good condition
30
58
71
78
Wood or forest land
Thin stand - poor cover, no mulch
45
66
77
83
Good stand - good cover
25
55
70
77
Open spaces, lawns, parks, golf courses, cemeteries, etc.
good condition:
grass cover on 75%
or more of the area
39
61
74
80
lair condition:
grass cover on 50
to 750% of the area
49
69
79
84
Commercial and business
areas (85% Impervious)
89
92
94
95
Industrial districts
(72% Impervious)
81
88
91
93
Residential:' Development completed and vegetation established
Average lot size Average % Impervious
1/8 acre or less 65
77
85
90
92
1 /4 acre 38
61
75
83
87
1 /3 acre 30
57
72
81
86
1/2 acre 25
54
70
80
85
1 acre 20
51
68
79
84
2 acre 15
47
66
77
81
Paved parking lots, roofs,
driveways, etc.
98
98
98
98
Streets and roads
paved with curbs and
storm sewers
98
98
98
98
gravel
76
85
69
91
dirt
72
82
87
89
Newly graded area
81
89
93
95
Residential: Development underway and no vegetation
Lot sizes of 114 acre
88
93
95
97
Lot sizes of 1/2 acre
85
91
94
96
Lot sizes of 1 acre
82
90
93
95
Lot sizes of 2 acres
81
89
92
94
'Curve numbers are computed assurring the runoff from the house and driveway is directed toward the street.
source: USDA•SCS

Q
W
A
6 _ �..noMrcri.
7 8
25-year 1 day precipitation (inches)
Sale In MH"
D 23 Sd 7S too
RAINFALL DATA MAP
S 5T.
.5
S,
01
w.r.yG tee..•.
6
�6 5.5 b _
Fti �,OCMINf•N. sw�,JF oN� ?..F.
GUNFOOD 0, �. ! •,IM MLA
�N 1—
' .NpMFN � [NITN.N
UN -ON .NSOM
__ _ 1—j
X
a
�4
a
8.5
0

Appendices
Table 8.03c
Runoff Depth
b. Determine runoff depth (in inches) from the curve number and rainfall
MM M TV U11.
Ralntall
Curve Number (CN)r
(Inches)
60
65
70
75
80
85
90
95 Q 8
1.0
0.00
0,00
0.00
0.03
0.08
0.17
0.32
0.56
1.2
0.00
0.00
0.03
0.07
0.15
0.28
0.46
0.74
1.4
0.00
0.02
0.06
0.13
0.24
0.39
0.61
0.92
1.6
0.01
0.05
0.11
0.20
0.34
0.52
0.76
1.11 "
1.8
0.03
0.09
0.17
0.29
0.44
0.65
0.93
1.30
2.0
0.06
0.14
0.24
0.38
0.56
0.80
1.09
1.48
2.5
0.17
0.30
0.46
0.65
0.89
1.18
1.53
1.97
3.0
0.33
0.51
0.72
0.96
1.25
1.59
1,98
2.44
4.0
0.76
1.03
1.33
1.67
2.04
2.46
2.92
3.42
5.0
t.30
1.65
2.04
2.45
2.89
3.37
3,88
4,41
6.0
1.92
2.35
2.80
3.28
3.78
4.31
4.85
5,40
To
2.60
3.10
3.62
4.15
4.69
5.26
5.82
6.40
8.0
3.33
3.90
4,47
5.04
5.62
6.22
6.81
7.39
9.0
4.10
4.72
5.34
5.95
6.57
7.19
7.79
8.39
10.0
4.90
5.57
6.23
6.88
7.52
8.16
8.78
9.39
11.0
5.72
6.44
7.13
7.82
8.48
9.14
9.77
10.39
12.0
6.56
7,32
8.05
8.76
9.45
10.12
10.76
11.39
To obtain
runoff
depths
for GN's and other
rainfall
amounts
not shown
in this table, use an arithmetic interpolation.
The volume of runoff from the site can be calculated by multiplying the
area of the site by the runoff depth.
Step 4. Determine the peak rate of runoff for the design storm by adjusting for
watershed shape as follows:
a. Determine an "equivalent drainage area" from the hydraulic length of the
watershed using Figure 8,03n. Hydraulic length is the length of the flow
path from the most remote point in the watershed to the point of discharge.
b. Determine the discharge (efs/inch of runoff) for the equivalent drainage
area from Figure 8.03o through 8.03q:
Figure 8.03o - for average watershed slopes 0-3%
Figure 8.03p - for average watershed slopes 3-7%
Figure 8.03q - for average watershed slopes 8-50%
Calculate the peak discharge, 01, of the equivalent watershed by rnuld-
plying equivalent watershed area by runoff from Table 8.03c in Step 3b.

c
Environmental Testing Solutions, Ine-
PO Roo 7565 Phone: (82M) 350-4364
AsWille. NC 28802 Fax: [phone]
Certificate of Analysis
Project name: Southern Conatcte Material.
Project number: 070626M2
Collection date: 2S-Jun-07
Date received: 26-Ju►-07
Results:
Sample identification: SC—M - 10 A
Before
Sample munher: 40191
Parameters
M
Iliad
RqWk RL Units a Analyst Footnates
A atn
SdUrmb1a Solids
EI
A 160.5
5.8 m_ULAtr 7h-Jrm KHK
pH
150.1
11.9 S.U. 7Atwrm KEK i
Solids. Total Suspended
EIIA
160.2
3201.13
.0 m-JL n.r.-m KEK
Results:
Sample identification:
-tOB=After
Sample number: 40192
Parameters
Method
ha(eyzed
t RL Units
Anal)U Footnotes
Anal
Sealeablc Solids
UA 160.5
0.11 mg/Ur ]rho-m
KEK
pl1
EPA 150.1
(0,11
8.6 S.U. zw, m
KEK
Solids. Total Snspmdul
EPA 160.2
20 2.0 nrJL v )..-w
KEK
Results:
Sample identification: SCM - Fast Sample number: 40193
Parameters
Aletbod
Result
RL, L4uts A;W11d
Anal)s FOatuate$
Settl blaSolids
EPA 160.5
<0.1
0.1 ms/LJhr wma m
KEK
PH
EPA 150.1
7.2
S.U. z&iu.m
KEK I
Solids, Total Suspended
EPA 160.2
16
2.0 0 :t 7uum
KEK
i natnetrs:
1. Am4-Z xl out of EPA ruxotttmended hold time.
W" Cuttitication Numhot: 600 NC Dfinkinan Watts Certification Number: 37786

FORTRANS pH CONTROL SYSTEMS
FORTRANS pH CONTROL SYSTEMS are
completely automatic. They continually monitor/test
the pH of the influent water and compares it to the
PH setting of the control unit. If a change in pH is
detected, the controller activates the solenoid valve
for the CO2. The pH adjustment chemical is then fed
to the return side of the circulation pump until the
PH is again at the proper level set at the controller.
The unit will continuously circulate the water until a
change in pH is detected and the treatment cycle
begins once again. The unit also features a digital
PH meter connected to a probe in the sample cell
to ensure unit is functioning properly and that the
correct pH level is maintained.
The pH CONTROL SYSTEMS are designed to
treat and maintain a specified pH level in a body of
water usually 100,000 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 wetting
of rock and/or dust control to aid compliance with
stormwater run off regulations. Treated water may
also be used in water recycling systems.
These systems offers precise monitoring and
control of the pH in settling basins, lagoons and
other outfall containment devices.
-The pH CONTROL SYSTEMS will 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
2-30' 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.
40
E
PERFECT SOLUTION
FORTRANS, INC. - 7400 C. Siemens Rd. - Wendell N.C. 27591
1.866.365.8760 • 1.919.624.8832
info Ofortrans.b iz • www.fortrans.biz
The Model 5000-S pH Control System is a self-
contained pH monitor and control system housed in
a weatherproof facility with lockable doors and
adequate space to house the instrumentation and
circulation pump. The system is configured for carbon
dioxide gas operation.
The Model 5000-SK Skid Mounted pH Control
System contains all of the instrumentation and
components of the regular Model 5000-S System
and is shipped on a 44"x47' plastic skid with a durable
solid plastic surface. The Control Panel is provided
loose with all components installed and is designed
to be attached to an interior wall of the control
building. The tubing to the sample cell and from the
CO2 solenoid valve to the Sparger stone feed
assembly must be inserted after receipt of the unit.
The system features a 115V-30Amp Breaker Box
and two GFCI receptacles. The system is shipped
with a CO2 feed system.
�-3
.�r�H~u'�M

ENGINEERS CEKTIFICAT]rON
OF THE MOREL 5000-S PH
MONITORING AND CONTROL SYSTEM
M.
G.C. Environmental, Inc.
P.O. Box 40125
Raleigh, NC 27629
For:
Fortran Inc.
P.O. Box 40
Wendell, NC 27591
Dated:
September 11, 2003

..........
.1..
.*•4 r A
G. C. Environmental, Inc. 5312 Pinewood Court
Wendell, NC 2759110.
C?
[phone]
Q
v 7 S
September 11, 2003
PURPOSE
G.C. Environmental, Inc., was contracted to provide an engineers review and certification that the
Model 5000-S pH Monitor and Control System manufactured by Coastal Carolina Supply in
Morehead City, NC, could effectively provide on a continuous basis, an average pH range of 6-9 units
on the supernate layer of a stormwaterhinse water sedimentation basin typically found at Redi-mix
concrete facilities.
SCOPE OF WORK
During the week of August 11, 2003, G.C. Environmental, Inc., witnessed the operation of the Model
5000-S self-contained pH Monitoring and Control System at a Redi-mix plant located in Durham, NC.
During the two (2) day test program, measurements were made within the facilities stormwater/rinse
water sedimentation basin for pH, temperature and depth (both supernate and sludge). During the first
day of testing, the basin was found to be heavily loaded with solids and adjustments were made to the
solids blanket to complete testing the following day.
TEST METHODOLOGY
A primary sedimentation basin located at a Redi-mix concrete plant located in Durham, NC was
treated utilizing the Model 5000-S pH Monitor and Control System. During the test program, the
basin was, on a semi -continuous basis, being fed rinse water from the exterior cleaning of cement
trucks. Measurements for pH, temperature, supernate and sludge blankets were made within the
sedimentation basin. Initial pH measurements showed pH levels of at least 12.0 units. The
sedimentation basin was rectangular in shape with concrete walls and bottom. The basin ranged in
depth of I" at the inlet to approximately 3' at the deepest point. Sludge measurements within the basin
showed that at least 2/3 of the basins depth was comprised of sludge and the remainder supernate.
The Model 5000-S pH Monitor and Control System was set up at the rectangular sedimentation basin
with the intake and discharge hoses situated at opposite ends of the basin. Both the intake and
discharge lines were set at depths within the supernate layer of the basin. A clockwise flow pattern
was established once the unit began operation and pH and temperature measurements were made at
several locations throughout the supernate layer of the sedimentation basin. Approximately eighteen
(18) pH and temperature measurements were collected with a mean pH value of 8.56 and mean
temperature values of 30.94 "C. The pH system was left to run essentially on a continuous basis over
a four (4) hour period. An estimated volume existing within the sedimentation basin was 25, 000
gallons with a little over 8000 gallons consisting of relatively clear supernate. The amount of 25%

Sulfuric acid (H..,SO,) used to treat the sedimentation basins supernate was approximately 18-20
gallons.
MODEL 5000-5 PH MONITOR AND CONTROL SYSTEM
The model 5000--5 pH Monitor and Control System is comprised of a Hayward Power Flow H (3/4
hp, 56 GPM) centrifugal pump which delivers raw water to a completely contained pH sensor
connected to a pH meter equipped with control relays which operate two (2) stenner (60 GPD) acid
injection pumps. The acid 25% H2SO4 is injected into the pump discharge line which empties into the
sedimentation basin.. Sulfuric acid is delivered to the system by 15 gallon carbuoys located outside of
the fiberglass weatherproof enclosure which houses all of the aforementioned equipment. On top of
the enclosed is an alarm light which is tied into the pH meter which is activated when pH levels exceed
8.5 pH units or are below 6.0 units.
CONCLUSION
1. The Model 5000-S pH Monitor and Control System is an effective system for the pH balancing of
sedimentation basins which are used to collect storrnwater runoff and rinse water, commonly found
at Red -mix concrete plants.
2. During the test program an average pH of 8.54 units was measured in the subject sedimentation
basin with a range of 7.95 to 9.34 measured.
'r 3. Sludge levels existing within the rectangular sedimentation ranged from 6.0 inches to 2.0 feet. PH
values after pH stabilization at the sludge/supernate interface were approximately 12.0 units
4. For this test program, approximately 180 mg/l of sulfates were added to the sedimentation basin as
a result of pH adjustment with 25% sulfuric acid.
5. The 5000-5 pH Monitor and Control System is fully automated and provides a pH adjusted waste
water which could effectively be reused within the Redi-mix concrete industry_

Attachment D
NC DENR — Division of Water Quality Stream Classification Table for
Henderson County

Name of Stream
Description
Cvrr. Class
Date
Basin
Stream Index #
Raoul Branch
From source
to
Four
C
07/01/73
French
6-72-2
Mile Branch
Broad
The Lagoon
Entire lake
and
C
07/01/73
French
6-73
connecting
stream to
Broad
French Broad
River
Plateau Branch
From source
to
French
C
09/01/74
French
6-74
Broad River
Broad
Long Valley
From source
to
French
C
07/01/73
French
6-75
Branch (White
Broad River
Broad
Creek) (Westerly
Lake)
Long valley Lake
Entire lake
and
C
07/01/73
French
6-75-1
connecting
stream to
Broad
Long Valley
Branch
Hominy Creek
From source
to
French
C
09/01/74
French
6-76
Broad River
Broad
Trent Branch
From source
to
Hominy
C
09/01/74
French
6-76-10
Creek
Broad
Ragsdale Creek
From source
to
Hominy
C
09/01/74
French
6-76-11
(Lake Ashnoca)
Creek
Broad
Canie Creek
From source
to
Hominy
C
09/01/74
French
6-76-12
Creek
Broad
George Branch
From source
to
Hominy
C
09/01/74
French
6-76-3
Creek
Broad
Webb Branch
From source
to
Hominy
C
09/01/74
French
6-76-4
Creek
Broad
South Hominy
From source
to
Hominy
C;Tr
07/01/73
French
6-76-5
Creek
Creek
Broad
Saw Branch
From source
to
South
C;Tr
07/01/73
French
6-76-5-1
Hominy Creek
Broad
Sams Branch
From source
to
South
C;Tr
07/02/73
French
6-76-5-2
Hominy Creek
Broad
Stony Fork
From source
to
South
C;Tr
07/01/73
French
6-76-5-3
Hominy Creek
Broad
Wayah Branch
From source
to
Stony
C;Tr
07/01/73
French
6-76-5-3-1
Fork
Broad
Chestnut Creek
From source
to
Stony
C;Tr
07/01/73
French
6-76-5-3-2
Fork
Broad
McKinney Creek
From source
to
Stony
C;Tr
07/01/73
French
6-76-5-3-3
Fork
Broad
Warren Creek
From source
to
South
C;Tr
07/01/73
French
6-76-5-4
Hominy Creek
Broad
White Rock Branch
From source
to
Warren
C;Tr
07/01/73
French
6-76-5-4-1
Creek
Broad
Glady Fork
From source
to
South
C;Tr
07/01/73
French
6-76-5-5
Hominy Creek
Broad
Hogpen Branch
From source
to
Glady
C;Tr
07101/73
French
6-76-5-5-1
Fork
Broad
Ballard Creek
From source
to
Glady
C
09/01/74
French
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Page 4 of 14

Permit Application for Authorization• to
Construct (A to C) a Process I Stormwater
o
Recycling System
NPDES General Permit No.: NCG140000 t'
Certificate of Coverage: NCG140309
Prepared for:
-Southern Concrete Jwateria& = Pond Road PCant
80 Pond Road,
Asheville, Buncombe County, North Carolina 28806.
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CPEES Project No. 1IM-003
10 October 30, 2008
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• Construction in accordance with these documents is
required by the stormwater permit. North Carolina .
ruses require that the stormwater system designer
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NC Division of Water QualMy
Chalam Pakala Engineering and E mentaMol wMate •
10017 A[lyson Paris Dr.,
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Permit Application for Authorization to Construct
(A to Q a Process /Stormwater Recycling System
NPDES General Permit No.: NCG140000
Certificate of Coverage: NCG140309
TABLE OF CONTENTS
1.0 FACILITY DESCRIPTION..............................................................................................1
2.0 FACILITY OPERATIONS................................................................................................1
3.0 PROCESS WASHWATER CALCULATIONS..............................................................2
4.0 STORMWATER RUNOFF CALCULATIONS FOR A 25 YEAR AND 24-HR RAIN
EVENT....................................................................................................................................... 3
5.0 pH ADJUSTMENT FOR THE RECYCLE SYSTEM....................................................3
6.0 STORMWATER / PROCESS WASHWATER RECYCLE SYSTEM DESIGN AND
CONSTRUCTION DETAILS„...............................................................................................4
7.0 A to C CONSTRUCTION PERMIT APPLICATION....................................................5
TABLES
Table 1: Runoff Volume Calculations for a 25 yr, 24-hr Storm Event
FIGURES
Figure 1: Site Location Map
Figure 2: Aerial View of Surrounding Properties around the Asheville - Pond Road Plant
Figure 3: Site Layout Map with Buildings, Dry Mix Concrete Plant and Proposed Location of
Process Washwater / Stormwater Recycle System
Figure 4: Design Details of Proposed Process Washwater / Stormwater Recycle System
Figure 5: Process Washwater and Stormwater Recycle System Construction Details
Figure 6: Truck Travel Path
ATTACHMENTS
Attachment A. Runoff Volume and Weir Design Calculations with Backup
Attachment B: Laboratory Analytical Results Supplied by Environmental Testing Solutions
Attachment C: Manufacturer Supplied Literature for Carbon Dioxide System
Attachment D: NC DENR — Division of Water Quality Stream Classification Table for
Buncombe County
CP Engineering and Environmental Solutions i A to C Permit Application
Tel: [phone] Southern Concrete Materials —Pond Road
80 Pond Road

Permit Application, for Authorization to Construct
(A to C) a Process I S'tormwater RecyclingSystem
NPDES General Permit No.: NCG140000
Certificate of Coverage: NCG140309
1.0 FACILITY DESCRIPTION
Southern Concrete Materials -Pond Road Plant located at 80 Pond Road, Asheville, Buncombe
County, North Carolina, is a dry batch ready mix concrete plant for commercial supply. The
primary Standard Industrial Classification (SIC Code) for the facility is 3273 (Ready Mixed
Concrete). The approximate location of the facility on a US Geological Survey Map is
provided on Figure 1. The geographic site location can also be given as 350 32' 44.5" North
Latitude and 820 36' 10.5" West Longitude. The subject facility is surrounded by light
manufacturing and thick wooded area on north, east and south sides of the property with
Hominy Creek. The west is north side of the property has light manufacturing and a highway.
The details of surrounding properties are displayed on Figure 2. The Pond Road Plant
occupies approximately 7.701 acres of land and out of which, approximately 1.1 acres of area
is paved with concrete. Hominy Creek enveloping the property on north, east and south of the
property carries the stormwater from the subject facility. Based on my discussion with NC
Division of Water Quality, it is our understanding that Hominy Creek is classified as Class C
® (see attached table obtained from NC DENR — Division of Water Quality Section web site for
details -Attachment D). The stormwater from the facility is carried to Hominy Creek via
swales and sheet flow (Figure 3). The Pond Road Plant consists of an office building, a ready
mix concrete plant next to the office building, cement and fly -ash silos, an aboveground fuel
oil tank with a secondary containment, an enclosed shed, a concrete secondary containment for
admixture tanks, sand and gravel storage areas, and a concrete truck drum wash area. Pond
Road Plant has approximately 9 to 10 trucks and operates 8 hrs/day, 5 days/wk and 30 to 50
wks/year, , depending upon weather conditions.
2.0 FACILITY OPERATIONS
The facility operations include. a dry batch concrete plant with vacuum system for dust control
(no water sprinklers are attached to the concrete truck loading chute for dust suppression),
cement and fly -ash silos with a dust control central vacuum system, sand and gravel storage
areas with no water sprinkler system (dry storage areas) and a truck washing area.
Based on the request from the user, the sand, gravel, and cement and flyash are loaded into a
weigh scale which drops the dry mix into cement trucks as a dry batch concrete mix. During
the truck loading process, vacuum is applied around the loading chute to suppress any cement
/ particulate dust that is being generated. The dust extracted from the loading chute area is
processed through a NC DENR Division of Air Quality permitted bag filter system before
released into the atmosphere. The loaded cement truck with concrete mix is brought to a truck
CP Engineering and Environmental Solutions I A to C Permit Application
Tel: [phone] Southern Concrete Materials —Pond Road
80 Pond Road

0
washing area for a surficial wash before goes out for the delivery. Occasionally, any left over
concrete in the concrete drum is washed of at the plant in a truck washing bay. Thus, process
water is being generated at the plant for either recycling or disposal. Based on our
understanding of the facility operations, all chemical and oil tanks / drums are located in
secondary containment dikes with dike valves in shut position. Therefore, no oily water or
stormwater contaminated with chemicals are being released to the environment from the
facility.
The facility has a NPDES General Permit (NCG140000) with a certificate of coverage
NCG140309 to discharge stormwater from the subject facility operations. To meet the
NPDES General Stormwater Permit requirements, a Stormwater Pollution Prevention Plan
(SWPP Plan) with Best Management Practices for potential stormwater pollutant sources was
prepared and implemented at the site in September 22, 2006.
In addition, all truck drums and drum chutes are washed at the end of the day before parked
for good. Therefore, the locations where process washwater is being generated at the plant
are:
Surficial cleaning of the drum before leaving the site,
Cement drum washing if left over concrete is brought back to the plant; and
Drum and drum chutes cleaning at the end of the day-
3.0 PROCESS WASHWATER CALCULATIONS
Based on our discussions with the Asheville - Pond Road Plant Manager, it is our
understanding that approximately 40 to 45 batches per day are completed in the summer time
and 25 batches per day are completed in the winter time using 9 to 10 trucks. Approximately
5 to 10 gals of water are used for surficial washing of the truck per batch, Approximately 5 to
10 gals of water are used to wash drum chutes per truck per day at the end of the day.
Approximately 200 gals per day per drum are used to wash at the end of the day.
Description of Operation
Unit
Total
4 Trucks (worst -case)
trucks
10
# Batches per day using 10 trucks
(worst -case scenario -summer time)
Batches
45
Surficial cleaning
10 galsAbatch
450
Chute cleanin at the end of the day
10 gals/truck
100
Drum cleaning at the end of the day
150 gals/truck
1,500
Leftover concrete washing from the drum (5
batches
200 gals/batch
1,000
Total als/dajL=
3,050
CP Engineering and Environmental Solutions 2 A to C Permit Application
Tel: [phone] Southern Concrete Materials —Pond Road
80 Pond Road

4.0 STORMWATER RUNOFF CALCULATIONS FOR A 25 YEAR AND
24-HR RAIN EVENT
According NC DENR-Division of Water Quality NPDES General Stormwater Permit
requirements, recycle systems are considered wastewater treatment per 15A NCAC 2H .0203
and all wastewater discharges must meet a total suspended solids (TSS) limit of 30 mg/l, a
settleable solids (SS) limit of 5 ml/l, and pH between 6-9 SU or must demonstrate that the
recycle system has sufficient capacity to contain 25-year, 24-hr rainfall event plus one foot of
freeboard under the design operating conditions.
To obtain an economic and workable solution to the proposed recycling system design, the
truck washing operations and process washwater generating points are all brought to one
location to reduce the drainage area for 25-yr, 24-hr calculations. Approximately 27,572 sq ft
or 0.65 acres of area including the pit system designed for the process / stormwater recycling
is expected to contribute to the process washwater from the facility (Figure 3). All washing
operations beyond this designated area are prohibited at the facility and the drivers will be
trained to adhere to this new policy for ineeting the Stormwater regulations. CPEES has
performed stormwater calculations for a 25-yr, 24-hr rain event for 0.65 acres and
approximately 13,921 cubic feet (cft) of runoff capacity is required to hold the designed rain
event. The runoff volume and weir design calculations are provided in Attachment A.
® Please note, during a rain event, no plant operations will be conducted. Therefore, no
washwater is accounted for in the proposed recycle system design when 25-yr, 24-hr rain
event for stormwater is considered.
5.0 pH ADJUSTMENT FOR THE RECYCLE SYSTEM
Southern Concrete Materials has been currently using Carbon Dioxide Systems to control pH
in the process washwater generated at some of their facilities. It is proven very efficient to
control pH with carbon dioxide since carbon dioxide when mixed with water forms carbonic
acid. It is a weak acid which would neutralize alkaline solution (cement wastewater) generated
at the plant.
Carbonic acid, has the ormula H2CO3. It is also a name sometimes given to solutions of
carbon dioxide in water, which contain small amounts of H2CO3. The salts of carbonic acids
are called bicarbonates (or hydrogencarbonales) and carbonates. It is a weak acid. Carbon
dioxide dissolved in water is in equilibrium wish carbonic acid:
CO2 f H2O ^ H2CO3
1: Wikipedia: h :i/en.wiki dia.or wiki/Carbonic acid
CP Engineering and Environmental Solutions 3 A to C Permit Application
Tel: [phone] Southern Concrete Materials —Pond Road
80 Pond Road

In addition, it has also proven to be having a secondary benefit in reducing total suspended
and settleable solids concentration considerably from the process washwater and stormwater
recycle system. A copy of analytical test results obtained from NC certified laboratory,
Environmental Testing Solutions, for a similar site - SCM Biltmore Plant in Biltmore, North
Carolina is provided in Attachment B for the State review. The manufacturer supplied
literature for Carbon Dioxide System is provided in Attachment C.
6.0 STORMWATER / PROCESS WASHWATER RECYCLE SYSTEM
DESIGN AND CONSTRUCTION DETAILS
The proposed recycle system is designed to capture all process washwater and stormwater
from a 25-yr, 24-hr rainfall event from the subject plant wash areas. The recycle system is
designed to hold entire runoff amount from the designed storm event. The approximate
drainage area involved in the process washwater is estimated to be 0.65 acres (Figure 3). The
25 year, 24-hr runoff volume from this drainage area is estimated to be 13,921 cft. A recycle
system designed for the estimated runoff is a three pit system (Figure 4). The total volume of
all the three pits were designed to be sufficient to hold the entire 25 year, 24-hr run off
volume. Please note SCM strives very hard to control and mitigate migration of any
contaminated stormwater from the facility to the waters of US. Appropriate
slopes/berms/walls are proposed to isolate the 0.65 acres of drainage area for the washwater /
stormwater recycling operations (Figure 3).
All the three pits in the recycling system were sloped at the entrance in order for a front-end
loader to go into the pit for a periodic cleanup. However, a berm or a slope away from the pit
is placed infront of the second and the third pit in order to divert the wash wastewater entry
into these pits. The cross -sectional and construction details of the pits are shown on Figure 5
and the truck travel path is shown on Figure 6.
CPEES designed a pit sludge storage area next to the truck washing operations in order to
control stormwater flow that is in contact with the pit sludge. The slopes of the truck washing
operations and the pit sludge storage area are directed toward the first pit of the three pit
recycling system in order to control and mitigate migration of stormwater contamination from
the washing operations.
The location of the three pit recycling system along with stonnwater now directions and wash
areas are displayed on Figure 2. The construction details for the three pit system are displayed
on Figure 3 and 4. In addition to the three pit system, the proposed carbon dioxide system in
the three pit recycle system will enhance additional removal of Total Suspended Solids (TSS)
and Settleable Solids (SS), and also adjust pH to suit process water for recycling at the plant.
The location of the carbon dioxide system is displayed on Figure 3. The 25 year, 24-hr
stormwater runoff calculations are provided in Table 1 of this report.
CP Engineering and Environmental Solutions 4 A to C Permit Application
Tel: [phone] Southern Concrete Materials —Pond Road
80 fond Road

0
A sump pump with a level switch will be provided to pump water from the third pit as
required either to the plant or to the truck washing operations. This would help empty the
third pit to accommodate any possible rain event.
7.0 A to C CONSTRUCTION PERMIT APPLICATION
Based on our consultants' discussions with the State DWQ, it is our understanding that we
need to file a NCG 140000 Notice of Intent (NOT) Norm to obtain A to C Permit to construct
the proposed process washwater / stormwater recycle system at the Asheville Pond Road
Plant. A copy of the NCG 140000 NOI is attached with the A to C Report for an approval.
CP Engineering and Environmental Solutions
Tel: [phone]
A to C Permit Application
Southern Concrete Materials —Pond Road
80 Pond Road

40
ADivision of Water Quality / Surface Water Protection
NC®ENR National Pollutant Discharge Elimination System
F,IY�!'jYMf.YT. N�. r�� NCG140000
NOTICE OF INTENT
FOR AGENCY USF ONLY
Date Received
Year
M.th I Day.
Certificate of COV=Rc
4
Check H Am=
PemiitAAgrrdto
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 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 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 NCG 14 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 DWO Regional Office for your area. (See page 5)
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No.
MR. JEFF LAMM, EH & S MANAGER
P.O. BOX 5395
ASHEVILLE
828-253-6421
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
State NC ZIP Code 28813
Fax; 828-254-3024
SOUTHERN CONCRETE MATERIALS - POND ROAD PLANT
MR. JEFF LAMM, EH&S MANAGER
80 POND ROAD
ASHEVILLE State NC ZIP Code 28806
BUNCOMBE
828-253-6421 Fax: [phone]
Page 1 of 5
'Asper 15A NCAC 2H .010fi
21-Inless 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 7114108

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), SEE DRAWING FOR DETAILS
(A copy of a county map or USGS quad sheet with facility dearly located on the map is a required part of this application.)
4) Latitude 35 32' 44.5" Longitude 80 36' 10.6" 1 (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
m 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: 3 2 7 3
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.)
QBY. CQLNRETE OPERATIONS. PLANT PRODUCES CONCRETE FOR COMMERCIAL. USE
8) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? ONE OUTFALL-001
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? HOMINY CREEK (SEE FIGURE 1)
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). NIA
Receiving water classification (if known): CLASS C (SEE ATTACHED SHEETS)
Note: Discharge of process wastewater to receiving waters classified as WS41 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?
D No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
0 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?
❑ No
0 Yes
If yes, please briefly describe: SECONDARY CONTAINMENT FOR OILS/CHEMICAL STORAGE�RERMS
AROUND THE STONE AND SAND STORAGE AREAS, PLANS TO RECYCLE WASHWATER
Page 2of5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
12) Does this facility have a Stormwater Pollution Prevention Plan?
❑ No
® Yes
If yes, when was it implemented? SEPTEMBER 22, 2006
13) Are vehicle maintenance activities occurring or planned at this facility?
® No
❑ Yes
Wastewater Treatment Desi n Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning 21 Yes ❑ No
Wetting of raw material stockpiles ❑ Yes 0 No
Mixing drum cleaning 0 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
area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH -- 6-9 SU, Total
Suspended Solids (TSS) - 30 mgli, and Settleable Solids (SS) - 5 mVI-) [Use separate sheet(s)].
If all these discharges are recycled, please refer to Question 15.
Foriplants that riec cle and/or discharge 2rocess 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 sitm 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. DWO 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
0 Yes
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
25 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)].
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/l, and Settleable Solids (SS) - 5 m1/1), 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.
Page 3 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 NA.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
® No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
0 No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
® No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
V1 No
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport 1 disposal vendor:
Vendor address:
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 Glass 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.
Printed Name of Person Signing: MR. JEFF LAMM
Title: EH & S MANAGER
(signatule o pplicant) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 4 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.l.
Final Checklist
This application will he returned as incomplete unless all of the following items have been included:
F11 Check for $100 made payable to NCDENR.
21 This completed application and all supporting documentation (including design details and calculations for
treatment systems).
w ❑ 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). NOT REQUIRED
❑ For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
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). NIA
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 diagrams of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc. SEE ATTACHED
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-
m 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 ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 5 of 5
SWU-229-071408 Last revised 7/14/2008

Raleigh, N Carolina to 80 Pond Rd, Asheville, NC 28806 - Google Maps
Page 1 of 1
Directions to 80 Pond Rd, Asheville, NC
G009"I
28806
Maps ItJ 249 mi - about 3 hours 59 mins
Save trees. Goo
green!
Download Google Maps on your
phone at googlexomlgmm
n
Raleigh, N Carolina
1.
Head west on W Morgan St toward S Harrington St
go 482 ft
total 482 ft
r► 2.
Turn right at S Harrington St
90 302 ft
total 0.1 mi
3.
Tura left at Hillsborough St/NC-54
go 2.9 mi
About G mins
total 3.0 mi
4.
Take the ramp -onto 1440 E
go 0.4 mi
total 3.4 mi
5.
Take exit 4 for Wade Ave
go 0.3 mi
total 3.7 mi
6.
Turn left at Raleigh Chapel Hill ExpyMlade Ave
go 2.4 mi
About 3 mins
total 6.1 mi
7.
Take the exit toward 1-40 W
go 0.5 mi
total 6.6 mi
8.
Keep left at the fork, follow signs for Durhaml140 W and merge onto I-
go 61.8 mi
40 W
total 68.4 mi
About 58 mins
9.
Slight right at 40 W (signs for US-70/Greensboroll-40 W11-85 S)
go 14.3 mi
About 14 mins
total 82.6 mi
10.
Take the exit toward 1-40 W
go 0.4 mi
total83.1 mi
11.
Keep left at the fork to continue toward 1-40 W and merge onto 1-40 W
go 165 mi
About 2 hours 32 mins
total 248 mi
12.
Take exit 47 for NC-191 toward W Asheville
go 0.2 mi
total 248 mi
13.
Turn left at Brevard Rd/NC-191
go 0.6 mi
About 2 mins
total 249 mi
14.
Turn right at NC-3431/Pond Rd
go 0.3 mi
Destination will be on the left
total 249 mi
80 Pond Rd
Asheville, NC 28806
These directions are for planning purposes only. You may find that construction projects, traffic, weather, or
other events may cause conditions to differ from the map results, and you should plan your route accordingly_
You must obey all signs or notices regarding your route.
Map data ©2008 Tele Atlas
http://maps.google.com/maps?f=q&hl=en&geocode=&q=Raleigh,+North+Carolina+to+80... 11 /2/2008

TABLE
SOUTHERN CONCRETE MATERIALS
80 POND ROAD
ASHEVILLE, NORTH CAROLINA
Size of a Concrete Recycling System for Process Washwaterl Stormwater for a Reday Mix Concrete Plant
Size for a 25 yr, 24-hr Runoff Volume =
Drainage Area =
©evatfon Difference --
Length =
Tc =
Me s
h=
I Intenslty (Asheville) _
Depth =
Runoff Volume =
Design Recycle pits to hold =
02s - 25 Yr, 24-hr Discharge =
for Weir for Qa =
Length of the weir =
Capcaity of pits
Pit 1,2 & 3 Each (Flat Area Volume)
Use SCS Peak Discharge
0.65 acres or 28,314 sq ft.
4 It (Obtained from the site topo map)
220 ft (Obtained from the site topo map)
22 min (8.03s)
2%
98 (Table 8.03b)
6 inches (Ref Fig 8.03k)
7 inthr (8.03f) -
69, inches (Table 8.03c)
Drainage Area x Runoff Depth
13,921 Cu ft.
13,921 cu fL A minimum of 2 pits with a buffer of 1 additional pit for emergencies
CIA
Qn = 4,095 Peak rate of runoff in cubic feet per second
C - 0.3 Runoff Coefficient
i = 7 Average intensity of Rainfall in inchesfir for a storm duradon-lime of concentration
A = 0.85 Draingge area
3.0LH
Q,s= 4.095
L = Lenghth of the weir (ft)
H = 076 Height of the weir (ft) Assume 0.5 ft
4.095 =3.0 x L x (0.75)
2 ft
Pit 1,2 & 3 Each (Slope Area Volume)
Total Pit Volume (CFT) =
Chalam Pakala, PE
CP Engineering
Tel: [phone]U42
CPEES Project No. t 114-003
L = 35 ft
W = 20 ft Volumelpit =
D= 6 ft
or
L= 21 ft
W = 20 ft Valumelpit =
D= 6 ft
or
4,200 cubic feet. (cft)
12600 cubic feet. (Three pits)
1,260 cubic feet.
3781) cubic feet. (Three pits)
16,380 cubic feet > 13,921 cubic feet

FIGURE$
Figure l: Site Location Map
Figure 2: Aerial View of Surrounding Properties around the
Pond Road Plant
Figure 3: Site Layout Map with Buildings, Dry Mix Concrete
Plant, and Proposed Process Washwater
Stormwater Recycle System
Figure 4: Design Details of Proposed Process Washwater /
Stormwater Recycle System
Figure 5: Process Washwater and Stormwater Recycle System
Construction Details
Figure 6: Truck Travel Path

I ! P82° 37 0.00., W, I ! I oaz° 3s' 0.00° w I I I oat° 35' 0.00° w
!Il��i�
—
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,; ail
�� �j•� ��y `rj�s"i j/ C!
_,,� -
�.r
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NEI
v Lill
NA
082° 37-10.00" W
682° 360.00" W
082° 35'I0.00" W
.ame: ASHEVILLE Location: 035° 32' 44.7" N 082' 36102' W
Date: 11/3/2008 Caption: SITE LOCATION MAP
Scale: 1 inch equals 2000 feet SOUTHERN CONCRETE MATERIALS - POND ROAD
FIGURE-1 JOB NO. 1114-003
1997, MaptmM, Inc.

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/' �s'2"iG \ 5. - rri. C • f � Y c� .. �i� �� +fit �'
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F
21,
1 V2- DIA. PIPE HANDRAIL
PESTS ANCHORED INT❑ CONCRETE
2V
:D
I
N❑TESL
BASE MAP WAS SUPPLIED BY S.C,M,I.
INSIDE DIMENSI❑NS
LENGTH SECTION
35'
INSIDE DIMENSIONS
20,
WIDTH SECTION
CONCRETE PIT
SCALE= 1/4" =1=4"
#4 @ 120 ❑,C, EACH WAY _ 35 A
#4 @ 12' D.C. EACH WAY SECTION A -A
C�'Al P-= I\ITC
„ I L- �, L-r7u W" I
SJGV I IVIy o-D
SCALE=- 1/4' =NTS
RCVISI❑NS:
I:—"U , w" I g7GV I IVI■ V-V
SCALE= 1/4" =NTS
8" DIA CONC
FILLED STEEL
TUBE
4000 PS
CONCRETE
BOLLARD DETAIL
SCALE= NTS
01
:;ROUND
SURFACE
#4 BARS @ 12" ❑/C H❑RIZDNTAL
�I 4�
#5 BARS @ 18" ❑/C VERTICAL —
12" REINF❑RCED
CONCRETE WAIL
C3500 PS
6' CONCRETE SLAB
4" N❑. 57 WASHED STONE
ill
FXTERI❑R
WATERPR❑❑EPERIMETER
J❑INT WALL 6' CONCRETE SLAB
SEALANT GR❑UND
C' 4" NL, 57
WASHED ST❑NE
in
k4t
6
�6„ 6„
2 5'
#4 BARS (3) 4,5' #4 AR (4)
INTERIOR SLAB EXTERIOR FOOTING
& WALL SECTION SECTION 1-1
SCALE- NTS
CONSTRUCTION NOTES:
1. BOTTOM SLAB TO BR REINFORCED WITH 6" W 10 X 10 WWF.
2. COLD JOINTS IN WALL TO HAVE KEYWAY WITH 18" #4 LAP BAR.
J. SLAB AND INTERIOR WALLS TO BE SEALED WITH CONCRETE WATERPROOFING.
ADDITIONAL NOTES:
1. COMPACTION OF SOIL TO 95% STD PROCTOR MAX DRY DENSITY.
2. CONCRETE 4,000 P. S, I. COMPRESSIVE STRENGTH (928 DAYS
3 REBAR GRADE 60
4. CONSTRUCTION QUALITY CONTROL TESTING TO INCLUDE SUBGRADF
DENSITY TESTING, PROOF ROLLING OF SUBGRADF, SLAB REINFORCEMENT INSPECTION,
CONCRETE THICKNESS MEASUREMENT, AND CONCRETE STRENGTH TESTING.
ALL TEST RESULTS AND JUDGEMENT IS THE RESPONCIBILI TY OF THE OWNER.
5, HAND RAIL DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE OWNER,
6. SUMP PUMP, PIPING AND ELECTRICAL WORK FOR SUMP PUMP
1S THE RESPONSIBILITY OF THE OWNER.
7, ALL WALLS ARE REINFORCED AND CONCRETE POURED
8. POND LEAK TESTING IS THE RESPONSIBILITY OF THE OWNER.
9. ALL BOUNDARIES OF CONSTRUCTION ACTIVITY/DISTURBFD AREAS SHALL
BE PROTECTED WITH SILT FENCE AS SHOWN ON SILT FENCE CONSTRUCTION DETAILS.
12 GAUGE 4' X4' OR 2' X4' \'LLDFD WIRE H❑GKED NOTES: 1) TOTAL DRAINAGE AREA FL❑WING TO SILT
ONTO PREFORMED CHANNELS ON METAL POSTS, OR FASTENED FENCE MAY NOT EXCEED 1 ACRE.
TO CEDAR OR WOOD POSTS W/ NO 8 STAPLES. 2) SILT FENCES SHOULD NOT BE USED AT
PIPE CUTLETS OR IN AREAS OF CONCENTRATED FLOW (CREEKS, DITCHLINES, SWALES ETC.)
/ ULTAVI❑LET RESISTANT (BLACK) MIRIFI FABRIC
OR EQUIVALENT SECURED TO WIRE W/METAL MPS
CLIPS OR WIRE AT 8' OFF CENTER a pG
MAX. SEDIMENT STORAGE LEVEL, REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
$ OR AS DIRECTED BY C❑NVERSI❑N
INSPECTOR.
/ SILK
f -� 11• l
W ❑F F1 t� �'
� V 4 1 l S-�
SE-VK 11
TO INCREASE STORAGE
CAPACITY AND PROLONG THE LIFE ❑F
ILI
THE SILT FENCE, IT IS GENERALLY
_ ADVISABLE TO DIG A SE➢IMENT PIT
- IN FRONT OF YOUR SILT FENCE
CARRY APPROX. 1' OF -ABRIC INT❑ TRENCH,
WHENEVER P❑SSIBLE,
COVER W/S❑IL & TAMP BACKFILL. _ CARRY 0.5' OF WIRE IvT❑ TRENCH. SILT FENCE
— _ SHEET DRAINAGE (DNLY)
— NATURAL GRADE
METAL, CEDAR OR 4' X4' TREATED WOOD POSTS AT
1C' D.C. MAX. CEDAR & VOOP POSTS SHOULD BE 3' DEEP MIN.
' F T SILT FENCE DETAIL
SCALE= N,T,S
HOSE --------- 3s
\ rT
WEIR
Nlpw �Cp SI
SAW CU bI SINS \
3 SIOp T JaINT � ��$ oN
\ e 4"
\ 00
Approved Storrnwater F ermit Docurnenth
a reud�ccordance ith'these documents is
tormwater P irmit. North Carolina
rules require that the stormw ter system designer
ertify� Mor+ee-w t three the
plans and specs; a
s�ermwa �
Permit # C Date 2 i
by NC Division of Water Cholfty
Dheat # _ �vieisrt Caete
ISOMETRIC VIEW SECTION D-D SEAL •-
SCALE= N,T,S, SCALE- NTS, = 19807
SCALE: DRAWING TITLE:
PROCESS WASHWATER AND ST❑RMWATLR RECYCLE SYSTEM C❑NSTRUCTI❑N DETAILS
INITIALS DATE PROJECT: SOUTHERN C❑NCRET= MATERIALS INC, (POND ROAD PLANT) PROJECT NO,:
PREPARED BY:
CVP
11/7/08
DRAWN BY;
CAD
1117108
CHECKED BY
CVP
11/7/09
APPR❑VLD BY
CVP
11/7/013
FILE NAME Xxx
P.❑ BOX 5395 1114-004
ASHEVILLE N,C, 28813 REV. NO,: REv. DATE:
CHALAM PAKALA ENGINEERING AND
ENVIRCiNMENTAL SOLUTIONS ➢RAWING NO,:
A Cost-Efi ective Solution Provider Far Manufacturing Industries T A
1OC17 ALLYS❑N PARK DR, TEL [phone]AD BRAWllv
CHARLDITE, NLIRTH CAR❑LINA 28277 FAX [phone]

0 R/W MONUMENT
2D50
U.P.
U.P. S\
U.P.
ZONE "X"(APPROX. LOCATION 2040
„AE (APPRQX, LOCATION) 2030
ZONE 1
2020)
N❑TFS:
BASE MAP
n
w
NO. 5 REBAR
N,C.G.S. MONUMENT" HOMINY"
NnaTH - 577.575_11
WAS SUPPLIED BY S.C.M1
S
�1
�1
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cp�
�l
�1
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ZONE "X"(APPROX. LCCATION
ZONE "AE"(APPROX, LOCATION)
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15„ CM1 3 4a' L2�
�NV�RT ELEVATION C
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11
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1 � 1
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C I/ ,
O /
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VER
Eq SEMEN T l SSE
L� D.B. 1303 PG. 29
HENRY S. ANDERSON
D.B. 3200 PC, 710
1�
REVISIONS:
A
z
0 N
I �
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(.0 cyl
i�
N
CC
1-26 PAINT AND BODY, INC
D.B. 1663 PG. 474
NO. 5 REBAR
A
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Ln Ln
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L S -
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� QQ)
P
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SCALL
INITIALS I DATE
PREPARED BYE
CVP
11/07/08
DRAWN BY:
CAD
11/07/08
CHECKED BY:
CVP
11/07/08
APPROVED BY
CVP
11/07/08
FILE NAME: XXX
LEASING AND=QUIPMENT SALES CC INC
D.B, 2556 PG 192
CONTOUR INTERVAL = 2'.
TOPOGRAPKC DATA ARE BASED ON NCGS GRID
STATION "HOMINY", ELEVATION = 2070.53'
Approvr d Stmt Document,-,
Construction innvrdaeePwerhti
North Comfits is
required by the stormwater pe
rules require that the stormwater system desig fth the
certify conformity Fte
plans and specs;
4 030°� Date 2�
Permit #
NC pWislvn of Water umtity
by� Revision Deters
Sheet #
DRAWING T[TLE+
OVERALL LOCATI❑N PLAN
PROJECT: SOUTHERN C7NCRETE MATERIALS INC (POND ROAD PLANT)
P.0 BOX 5395
ASHEVILLE N,C, 28013
CHALAM PAKALA ENGINEERING AND
ENVIRONMENTAL SOLUTIONS
A Cost -Effective Solution Provider for Manufacturing Industries
10017 ALLYS❑N PARK DR. TEL [phone]
CHARLOTTE, NORTH CAR❑LINA 28277 FAX [phone]C43
PROJECT N01
1114C04
REV. NG.; REV. DATE
DRAWING N❑ :
DRAWING 3

BASE MAP WAS SUPPLIED BY S C.M,I.
PREPARED BY
CVP
11/07/OB
DRAWN BY:
CAD
11/07/O8
CHECKED BY:
CVP
11/07/08
APPR❑VED BYJ
CVP
11/D7/08

GRAVEL PARKING
U.P. c
L U.P
21B,35,
E
< < s 209 V 81o-�5
ss i f �`�
� �w
4sEMENT
SSE D.
B. 1'30,3 P
G. 29
E
i
I �
f
I
NOTES:
I BASE MAP WAS SUPPLIED BY S.C.M.I.
F
E
i
i
1 4
1 ti
TRUCK PULLS UP
y ��AND BACKS IN
I
r
�1
�f-
EXIST EXISTING
CONCRETE GRAVEL STORAGE
AREA
PREPARED BY:
CVP
11/07/08
DRAWN BY:
CAD
11/07/08
CHECKED BY:
CVP
11/07/08
APPROVED BY
CVP
11/07/08
4K

ATTACHMENTS
Attachment A: Runoff Volume and Weir Design Calculations
with Backup
Attachment B: Laboratory Analytical Results Supplied by
Environmental Testing Solutions
Attachment C: Manufacturer Supplied Literature for Carbon
Dioxide System
Attachment D: NC DENR — Division of Water Quality Stream
Classification Table for Buncome County

TABLE
SOUTHERN CONCRETE MATERIALS
80 POND ROAD
ASHEVILLE, NORTH CAROLINA
Size of a Concrete Recycling System for Process Washwaterl Stormwater for a Reday Mix Concrete Plant
ce for a 25 yr, 24-hr Runoff Volume =
Use SCS Peak Discharge
unage Area =
43.65 aoree
or 28,314 sq ft,
vatfon Difterence=
4 11
(Obtained from Vte site topo map)
rgth
220 ft
(Obtained from the site topo map)
=
2.2 min
(8.03a)
'pe =
2%
98
(Table 8.03b)
nfall -
6 WKIWs
(Ref Fig 8.03k)
n1all Intensity (Asheville) =
7 infir
(8_I73f)
toff Depth =
5.9, irK ft t
(Table 8.03C)
Runoff volume =
Drainage Area x Runoff Depth
13,921 ru ft.
sign Recycle pits to hold =
13,921 cu ft..
A nirdnwm of 2 pits with a buffer of 1 addigorW pit for enxrgerwies
CLA
On = 4,096
Peak rate of runoff in cubic feet per second
a:s - 25 Yr, 24-hr Discharge
C = 0.9
Runoff Coefficient
is = 7
Averepe intertaity of Rainfag in inchesihr for a storm d rationdime of co noa Watson
A = 0.65
Dtaingae area
for Weir for 0, =
;th of the weir =
'city of pits
Pit 1,2 & 3 Each (Flat Area Volume)
3.01. H'rz
Oa = 4.095
L = Lenghth of the weir (fl)
H = 0.15 Height of ft weir (ft) Assume 0.5 ft
4.095 =3.0 x L x (0.75) 32
2 ft
Pit 1,2 & 3 Each (Slope Area Volume)
Total Pit Volume (CFT) =
Chalam Pakala. PE
CP Engineering
Tel: [phone]
CPEES Proiect No. 1114-003
L = 35 ft
W c 20 ft Volumelpit =
D= 6 ft
or
L= 21 ft
W = 20 ft VDlumelpit=
D= 6 ft
or
4,200 cubic feet. (cft)
12600 cubic feet. (Three pits)
1,260 cubic feet.
3780 cubic feet. (Three pits)
16,3W oubiefeet > 13,921 cubicfeet

13
v
Q
a�
0
ca
c
0
OL
m
0
E
m
rN
O
E
0
w
rn
a)
z
H (tt)
CAA
!Vote:
Use nomograph Tc for natural basins with well-defined channels, for overland
flow on bare earth, and for mowed -grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2_
Figure 8.03a Time of concentrailon of small drainage basins,
8.03.4
T `min)
200
100
50
10
5

Appendices
20
1s
10
8
�
6
0
L
t`n
4
a7
t
U
C
2
T
r
U)
C
m
I
0.8
S°
a6
C
Cr
0.4
FOX
a_I L
5
Air"o
S
10 20 40 60 2 3 4 6 8 12 18 24
Minutes Hours
Duration
Figure 8.03f Rainfall intensity duration curves —Asheville,
20
15
10
6
0
r 4
a>
t
U
C
2
T
C �
0.8
0.6
c
Ir
0.4
0.2
0.1
5 10 20 40 60 2 3 4 6 8 12 18 24
Minutes Hours
Duration
Figure 8.03g Rainfall intensity duration curves —Charlotte.
8.03.7

0
Table 8.03b-
Runoff Curve Numbers (CN)
Hydrologic Soil Group
Land use/Cover
Cultivated land
without conservation
72
81
88
91
with conservation
62
71
78
81
Pasture land
poorcondition
68
79
86
89
fair condition
49
69
79
84
good condition
39
61
74
80
Meadow
good condition
30
58
71
78
Wood or forest land
Thin stand - poor cover, no mulch
45
66
77
83
Good stand - good cover
25
55
70
77
Open spaces, lawns, parks, golf courses, cemeteries, etc.
good condition:
grass cover on 75%
or more of the area
39
61
74
80
lair condition:
grass cover on 50
to 75% of the area
49
69
79
84
Commercial and business
areas (8511/6 Impervious)
89
92
94
95
Industrial districts
(720% impervious)
81
88
91
93
Residential:' Development completed and vegetation established
Average lot size Average % impervious
1/8 acre or less 65
77
85
90
92
1/4 acre 38
61
75
83
87
1 /3 acre 30
57
72
81
86
1 /2 acre 25
54
70
80
85
1 acre 20
51
68
79
84
2 acre 15
47
66
77
81
Paved parking lots, roofs,
driveways, etc.
98
98
98
98
Streets and roads
paved with curbs and
storm sewers
98
98
98
98
gravel
76
85
89
91
dirt
72
82
87
89
Newly graded area
81
89
93
95
Residential: Development underway and no vegetation
Lot sizes of 1 /4 acre
88
93
95
97
Lot sizes of 112 acre
85
91
94
96
Lot sizes of 1 acre
82
90
93
95
Lot sizes of 2 acres
81
89
92
94
'Curve numbers are computed assuming the runoff from the house and driveway is directed toward the street.
source: USDA-SCS

25•year t day precipitation (inches)
Sal. In mro"
O 23 30 75 ICo
RAINFALL DATA MAP
5 5.5
Fry
A r
7W,
Lit
� wi. wra i
6
�; 5.5 b
..
T
x►N i CkAT.AW j A
U.-Ok ANSON /1 I
6.5
8
8
8.5
0

Appendices
Table 8.03c
Runoff Depth
b. Determine runoff depth (in inches) from the curve number and rainfall
@0 90IMP 1.01,
Rainfall
Curve Number (CN)l
(inches)
60
65
70
75
80
85
90
95 q8
1.0
0.00
0.00
0.00
0.03
0.08
0.17
0.32
0.56
1.2
0.00
0.00
0.03
0.07
0.15
0.28
0.46
0.74
1.4
0.00
0.02
0.06
0.13
0.24
0.39
0.61
0.92
1.6
0.01
0.05
0.11
0.20
0.34
0.52
0.76
1.11
1.8
0.03
0.09
0.17
0.29
0.44
0.65
0.93
1.30
2.0
0.06
0.14
0.24
0.38
0.56
0.80
1.09
1.48
2.5
0.17
0.30
0.46
0.65
0.89
1.18
1.53
1.97
3.0
0.33
0.51
0.72
0.96
1.25
1.59
1.98
2.44
4.0
0.76
1.03
1.33
1.67
2.04
2.46
2.92
3.42
5.0
1.30
1.65
2.04
2.45
2.89
3.37
3.88
4.41
6.0
1.92
2.35
2.80
3.28
3.78
4.31
4.85
5.40
7.0
2.60
3.10
3.62
4.15
4.69
5.26
5.82
6.40 11*
8.0
3.33
3.90
4.47
5.04
5.62
6.22
6.81
7.39
9.0
4.10
4.72
5.34
5.95
6.57
7.19
7.79
8.39
10.0
4.90
5.57
6.23
6.88
7.52
8.16
8.78
9.39
11.0
5.72
6.44
7.13
7.82
8.48
9.14
9.77
10.39
12.0
6.56
7.32
8.05
8.76
9.45
10.12
10.76
11.39
To obtain
runoff
depths
for CN's and other
rainfall
amounts
not shown
in this table, use an arithmetic interpolation.
The volume of runoff from the site can be calculated by multiplying the
area of the site by the runoff depth.
Step 4. Determine the peak rate of runoff for the design storm by adjusting for
watershed shape as follows:
a. Determine an "equivalent drainage area" from the hydraulic length of the
watershed using Figure 8.03n. Hydraulic length is the Iength of the flow
path from the most remote point in the watershed to the point of discharge.
b. Determine the discharge (cfs/inch of runoff) for the equivalent drainage
area from Figure 8.03o through 8.03q:
Figure 8.03o - for average watershed slopes 0-3%
Figure 8.03p - for average watershed slopes 3-7%
Figure 8.03q - for average watershed slopes 8-50%
Calculate the peak discharge, 01, of the equivalent watershed by multi-
plying equivalent watershed area by runoff from Table 8.03c in Step 3b.

Attachment B
Is Laboratory Analytical Results Supplied by Environmental Testing
Solutions

a_ _
Environmental Testing Solutions, Inc -
PO Box 7565 Phone: [phone]
Ashe-ille. NC 28802 Fez: [phone]
Certificate of Analysis
Project name: Southern Concrete Malerial,
Project trumbcr: 070626.502
Colleetton date: 25-Ion-07
Date received: 26-Jun-07
Results:
Sample identification' SCM - 10 A - Before ``
Sample nunAwr: 40191
Parameters Method
Result
RL Units te
Analyst Footnotes
ADaed
na
Settleable Solids EPA 160.5
5.8
0.13 mg Uhr 2wt m KEK
PH EPA 150.1
11.9
S.U. 2R.J—m KEK 1
Solids. Total Suspended EPA 160.2
320
2A ng/L 274,.-to KEK
Results:
Sample identification: SCM - iQ B -After Sangde ntrniber: 40192
Parameters
Mtdiod
Result
RL Units Date Anabwt Foottotes
Analyzed
Settleable Solids
EPA 160.5
0.11
0.11 mgAJhr 2s ttim-m KEK
PH
EPA 150.1
8.6
S.U. zs-n:a-m KEK 1
Solids, Tuta1 Suspended
EPA 160.2
20
2.0 !yA 27-run-v KEK
Results:
Sample identification: SCM - Fast
Sample number: 40193
Parameters
Method
Result
RL Units Date
Analyst Footnotes
Ana
Settleable Solids
EPA 160.5
<0.1
0.l mgll./hr zsmo-m
KEK
PH
EPA 150.1
7.2
S.U. 2dt,se-m
KEK 1
Solids, Total Suspended
EPA 160.2
16
2.0 MH Y7.7 w
KEK
Footnot=
1. Analyzed out of EPA rexpmmended !told tune.
Nt, Cettiticatrun Nurnber: 600 NC Drinking Water Certifi=tion Number: 37786

FORTRANS pH CONTROL SYSTEMS
FORTRANS pH CONTROL SYSTEMS are
completely automatic. They continually monitor/test
the pH of the influent water and compares it to the
pH setting of the control unit. If a change in pH is
detected, the controller activates the solenoid valve
for the CO2. The pH adjustment chemical is then fed
to the return side of the circulation pump until the
pH is again at the proper level set at the controller.
The unit will continuously circulate the water until a
change in pH is detected and the treatment cycle
begins once again. The unit also features a digital
pH meter connected to a probe in the sample cell
to ensure unit is functioning properly and that the
correct pH level is maintained.
The pH CONTROL SYSTEMS are designed to
treat and maintain a specified pH level in a body of
water usually 100,000 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 wetting
of rock and/or dust control to aid compliance with
stormwater run off regulations. Treated water may
also be used in water recycling systems.
These systems offers precise monitoring and
control of the pH in settling basins, lagoons and
other outfall containment devices.
-The pH CONTROL SYSTEMS will 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
2-30'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.
— Fortranst__
PERFECT SOLUTION
FORTRANS, INC. - 7400 C. Siemens Rd. - Wendell N.C. 27591
1.866.365.8760 9 1.919.624.8832
[e-mail] • www.fortrans.biz
The Model 5000-S pH Control System is a self-
contained pH monitor and control system housed in
a weatherproof facility with lockable doors and
adequate space to house the instrumentation and
circulation pump. The system is configured for carbon
dioxide gas operation.
The Model 5000-SK Skid Mounted pH Control
System contains all of the instrumentation and
components of the regular Model 5000-S System
and is shipped on a 44"x47" plastic skid with a durable
solid plastic surface. The Control Panel is provided
loose with all components installed and is designed
to be attached to an interior wall of the control
building. The tubing to the sample cell and from the
CO2 solenoid valve to the Sparger stone feed
assembly must be inserted after receipt of the unit.
The system features a 115V 30Amp Breaker Box
and two GFCI receptacles. The system is shipped
with a CO2 feed system.
F �NM1 i+�S��iCJ s
yy gyp• ' •'F5 'f .'.�
•a=.rah �t., t..,N Cro'i:..b � � ..

ENGINEERS CERTIFICATION
OF THE MODEL 5000-S PH
MONITORING AND CONTROL SYSTEM
G.C. Environmental, Inc.
P.O. Box 40125
Raleigh, NC 27629
For.
Fortrans Inc.
P.O. Box 40
Wendell, NC 27591
Dated:
September 11, 2003

G C Environmental, Inc.
L r
5312 Pinewood Court
Wendell, NC 27591�
4 -
m
[phone]
September 11, 2003
`Ae19 anQ1
PURPOSE
G.C. Environmental, Inc., was contracted to provide an engineers review and certification that the
Model 5000-S pH Monitor and Control System manufactured by Coastal Carolina Supply in
Morehead City, NC, could effectively provide on a continuous basis, an average pH range of 6-9 units
on the supernate layer of a stormwater/rinse water sedimentation basin typically found at Redi-mix
concrete facilities.
SCOPE OF WORK
During the week of August 11, 2003, G.C. Environmental, Inc., witnessed the operation of the Model
5000--S self-contained pH Monitoring and Control System at a Redi-mix plant located in Durham, NC.
During the two (2) day test program, measurements were made within the facilities stormwater/rinse
water sedimentation basin for pH, temperature and depth (both supernate and sludge). During the first
day of testing, the basin was found to be heavily loaded with solids and adjustments were made to the
solids blanket to complete testing the following day.
TEST METHODOLOGY
A primary sedimentation basin located at a Redi-mix concrete plant located in Durham, NC was
treated utilizing the Model 5000-S pH Monitor and Control System. During the test program, the
basin was, on a semi -continuous basis, being fed rinse water from the exterior cleaning of cement
trucks. Measurements for pH, temperature, supemate and sludge blankets were made within the
sedimentation basin. Initial pH measurements showed pH levels of at least 12.0 units. The
sedimentation basin was rectangular in shape with concrete walls and bottom. The basin ranged in
depth of 1" at the inlet to approximately Y at the deepest point. Sludge measurements within the basin
showed that at least 2/3 of the basins depth was comprised of sludge and the remainder supernate.
The Model 5000-S pH Monitor and Control System was set up at the rectangular sedimentation basin
with the intake and discharge hoses situated at opposite ends of the basin. Both the intake and
discharge lines were set at depths within the supernate layer of the basin. A clockwise flow pattern
was establisher) once the unit began operation and pH and temperature measurements were made at
several locations throughout the supemate layer of the sedimentation basin. Approximately eighteen
(18) pH and temperature measurements were collected with a mean pH value of 8.56 and mean
temperature values of 30.94 °C. The pH system was left to run essentially on a continuous basis over
a four (4) hour period. An estimated volume existing within the sedimentation basin was 25, 000
gallons with a little over 8000 gallons consisting of relatively clear supernate. The amount of 25%

Sulfuric acid Q42SO4) used to treat the sedimentation basins supernate was approximately 18-20
gallons_
MODEL 5000-5 PH MONITOR AND CONTROL SYSTEM
The model 5000-5 pH Monitor and Control System is comprised of a Hayward Power Flow II (3/4
hp, 56 GPM) centrifugal pump which delivers raw water to a completely contained pH sensor
connected to a pH meter equipped with control relays which operate two (2) stenner (60 GPD) acid
injection pumps. The acid 25% H.,SO4 is injected into the pump discharge line which empties into the
sedimentation basin. Sulfuric acid is delivered to the system by 15 gallon carbuoys located outside of
the fiberglass weatherproof enclosure which houses all of the aforementioned equipment. On top of
the enclosed is an alarm light which is tied into the pH meter which is activated when pH levels exceed
8.5 pH units or are below 6.0 units.
CONCLUSION
1. The Model 5000-5 pH Monitor and Control System is an effective system for the pH balancing of
sedimentation basins which are used to collect stormwater runoff and rinse water, commonly found
at Red -mix concrete plants.
2. During the test program an average pH of S.54 units was measured in the subject sedimentation
basin with a range of 7.95 to 9.34 measured.
3. Sludge levels existing within the rectangular sedimentation ranged from 6.0 inches to 2.0 feet. PH
values after pH stabilization at the sludge/supernate interface were approximately 12.0 units
4. For this test program, approximately 180 mg/l of sulfates were added to the sedimentation basin as
a result of pH adjustment with 25% sulfuric acid.
5_ The 5000-S pH Monitor and Control System is fully automated and provides a pH adjusted waste
water which could effectively be reused within the Redi-mix concrete industry.

Attachment
NC DENR — Division of Water Quality Stream Classification Table for
Henderson County

Name of Stream
Description
Curr. Class
Date
Basin
Stream Index #
Raoul Branch
From source
to
Four
C
07/01/73
French
6-72--2
i
Mile Branch
Broad
The Lagoon
Entire lake
and
C
07/01/73
French
6-73
connecting stream to
Broad
French Broad River
Plateau Branch
From source
to
French
C
09/01/74
French
6-74
Broad River
Broad
Long valley
From source
to
French
C
07/01/73
French
6-75
Branch (White
Broad River
Broad
Creek) (Westerly
Lakel
Long Valley Lake
Entire lake
and
C
07/01/73
French
6-75-1
connecting stream to
Broad
Long Valley
Branch
Hominy Creek
From source
to
French
C
09/01/74
French
6-76 .�
Broad River
Broad
Trent Branch
From source
to
Hominy
C
09/01/74
French
6-76-10
Creek
Broad
Ragsdale Creek
From source
to
Hominy
C
09/01/74
French
6-76-11
(Lake Ashnoca)
Creek
Broad
Canie Creek
From source
to
Hominy
C
09/01/74
French
6-76-12
Creek
Broad
George Branch
From source
to
Hominy
C
09/01/74
French
6-76-3
Greek
Broad
Webb Branch
From source
to
Hominy
C
09/01/74
French
6-76-4
Creek
Broad
South Hominy
From source
to
Hominy
C;Tr
07/01/73
French
6-76-5
Creek
Creek
Broad
Saw Branch
From source
tc
South
C;Tr
07/01/73
French
6-76-5-1
Hominy Creek
Broad
Sams Branch
From source
to
South
C;Tr
07/01/73
French
6-76-5-2
Hominy Creek
Broad
Stony Fork
From source
to
South
C;Tr
07/01/73
French
6-76-5-3
Hominy Creek
Broad
Wayah Branch
From source
to
Stony
C;Tr
07/01/73
French
6-76-5-3-1
Fork
Broad
Chestnut Creek
From source
to
Stony
C;Tr
07/01/73
French
6-76-5-3-2
Fork
Broad
McKinney Creek
From source
to
Stony
C;Tr
07/01/73
French
6-76-5-3-3
Fork
Broad
Warren Creek
From source
to
South
C;Tr
07/01/73
French
6-76-5-4
Hominy Creek
Broad
White Rock Branch
From source
to
Warren
C;Tr
07/01/73
French
6-76-5-4-1
Creek
Broad
Glady Fork
From source
to
South
C;Tr
07/01/73
French
6-16-5-5
Hominy Creek
Broad
HOgpen Branch
From source
to
Glady
C;Tr
07/01/73
French
6-76-5-5-1
Fork
Broad
Ballard Creek
From source
to
Glady
C
09/01/34
French
6-76-5-5-2
Fork
Broad
Turkey Branch
From source
to
Ballard
C
09/01/74
French
6--76-5-5-2-1
Creek
Broad
Page 4 of 14

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LAKE
280
N A UT`� ` : -:'�Q* ° `y n LAX
L-•{-- _' s+roal°n9 \; " ,:f�^ 1 +�
VICINITY MAP
SCALE: 1' = 2 MILES
LEGEND:
- - - - EXSITING 2' CONTOUR
- - - - - - - EXSITING 10' CONTOUR
- - - - OVERHEAD POWER
LINES NOT SURVEYED
-EDB- --' EXISTING DIVERSION BERM
SEEDBED PREPARATION (SP)
SP-1 FILL SLOPES 3:1 OR STEEPER TO BE SEEDE BY A HYDRAULIC SEEDER
(PERMANENT SEEDING)
1) Leave the last 4-6 inches of fill loose and uncompacted, allowing
rocks, roots, large clods and other debris to remain on the slope.
2) Roughen slope faces by making grooves 2-3 inches deep, perpendicular
to the slope,
3) Spread lime evenly over slopes at rates recommended by soil tests.
SP-2 FN slopes 3:1 or steeper (temporary seedings)
1) Leave a loose, uncompacted surface. Remove large clods, rocks, and
debris which might hold netting above the surface.
2) Spread lime and fertilizer evenly at rates recommended by soil tests.
3) Break up large clods and rake into a loose, uniform seedbed.
4) Rake to loosen surface just prior to applying seed.
SP-4 Gentle or flat slopes where topsoil is not used.
1) Remove rocks and debris.
2) Apply lime and fertilizer at rates recommended by soil tests; spread
evenly and incorporate into the top 6' with a disk, chisel plow, or
rotary tiller.
3) Break up large clods and rake into ❑ loose, uniform seedbed.
4) Rake to loosen surface just prior to applying seed.
SEEDING METHODS (SM)
seeding)
SM 1 Fill slopes steeper than 3:1 (permanent eed n
oP �P (P 9)
Use hydraulic seeding equipment to apply seed and fertilizer, a wood
fiber mulch at 45 Ib./1,000 s.f., and mulch tockifer.
SM-2 Gentle to flat slopes or temporary seedings
1) Broadcast seed at the recommended rate with a cyclone seeder, drop
spreader, or cultipacker seeder.
2) Rake seed into the soil and lightly pack to establish good contact.
MULCH(MU)
MU-1 Steep slopes (3:1 or greater)
In mid -summer, late fall or winter, apply ',DO Ib./1,000 s.f, grain straw,
cover with netting and stople to the slope. In spring or early fall use
45Ib. / 1,000 s.f. wood fiber in a hydroseeder slurry.
MU-2 High -maintenance vegetation and temporary seedings
Apply 90 Ib./1,000 s.f. (4000 lb./acre) groin strow and tack with 0.1
gal, s.y, asphalt (11 gal./1,000 s.f.).
MU-3 Grass -lined channels
Install excelsior mat in the channel, extend up the channel banks to the
highest calculated depth of flow, and secure according to
manufactur's specifications.
On channel shoulders, apply 100 Ib./1,000 s.f. grain straw and anchor with
0.1 gal./s y. (11 gai./1,000 s.f.) asphalt.
MAINTENANCE (MA)
MA-1 Refertilize in late winter or early spring the following year. Mow as desired.
MA-3 Inspect and repair mulch and lining. Refertilize in late winter of the
following year with 150 lb./acre 10-10-10 (3.5 Ib./1,000 s.f.). Mow
regularly to a height of 3-4 inches.
MA-4 Topdress with 10-10-10 fertilizer if growth is not fully adequate.
MA-5 Topdress with 50 lb./acre (1 Ib./1,000 s.f.) nitrogen in March. If cover is
needed through the following summer, overseed with 50 Ib./acre Kobe
lespedeza.
NC Department of Transportation
Permanent Seeding Specifications
Permonent erosion control shall be performed as follows:
(a) All disturbed areas will be dressed to typical sections and
plowed to a depth of 5 inches. The top 2 inches shoal be
pulverized to provide a uniform seed.
NOTE: Lime should be applied before plowing operation.
(b) Lime, seed, and fertilizer shall be applied with necoessary
equipment to give uniform distribution of these materials.
The hand -bucket method is not acceptable. The following
are rates and kinds of these materials to be applied
per acre:
75 lbs. Ky 31 Fescue
50 lbs. Pensacola Bahiagrass
50 lbs. Korean Lespedezo
1,000 lbs. 5-10-10 Fertilizer
4,000 lbs. Agricultural Limestone
NOTE: Only tested and certified seed shall be used. Seed
certification shall be provided to the District Engineer
prior to use.
(c) Seeded area shall be cultipocked to firm seedbed
and cover seed.
(d) Grain straw shall be applied over seeded areas as a mulch.
No bare ground shall be visible when riding by a mulched
area if proper application is achieve. Thick clumps of straw
are not permissible, as uniform coverage is expected.
(e) Mulched area shall be tacked with asphalt sufficient to
hold straw in place.
(f) Ditch treatment shall be used in areas where steep grades
than f I (more t a 0'%) could cause ditch erosion. Use of jute
mesh, excelsior matting, or fiberglass roving is acceptable.
Ditch treatment should be installed before mulching operation.
PROPERTY INFORMATION:
OWNER: BROWNIE HYDER
ADDRESS: 80 POND ROAD
ASHEVILLE, NC 28804
PIN #: 9627.16-82-7809
ZONING: INDUSTRIAL
ACREAGE: 7.292 ACRES
DISTURBED AREA: 1.33 ACRES
TEMPORARY SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING
Seeding Mixture
Species Rate(lb. /acre)
Rye (grain) 120
Annuol lespedze (Kobe
in Piedmont and Coastal
Plain,Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover
is not to extend beyond June.
SEEDING DATES
Mountains -Above 2500ft.: Feb- 15 - May 15
Below 2500ft.: Feb. 1 - May 1
Piedmont -Jan. 1 - May 1
Coastal Plain -Dec. 1 - Apr. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb./acre
ground agricultural limestone and 750 lb./acre 10-10-10 fertilizer
MULCH
Apply 4,000 lb./acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulching tool -
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or other damage.
SLOPES MIN. 2'
3:1 MAX. MIN
TYPICAL
"COMPACTED FILL
EXISTING GROUND
NOTE: NEW DIVERSION BERMS ARE TO TIE INTO THE EXISTING
DIVERSION BERMS. EXISTING DIVERSION BERMS ARE TO
MEET OR EXCEED THE ABOVE DIMENSIONS.
DIVERSION BERM DETAI 1
CONSTRUCTION SEQUENCE:
1. CLEAR AREA NECESSARY TO CONSTRUCT THE DJERSION BERMS.
2. CONSTRUCT DIVERSION BERMS AND MAKE ANY EMPROVEMENTS
TO THE EXISTING BERMS.
3. CONSTRUCT SEDIMENT TRAPS 1 AND 2.
4. APPLY TEMPORAY SEEDING AS SOON AS POSSIBLE DURING
CONSTRUCTION.
5. APPLY PERMANENT SEEDING AS SOON AS CONSTUCTION OF
ALL EROSION CONTROL MEASURES ARE COMPLETE.
NOT TO SCALE
6" RIP -RAP AT
A 9" DEPTH
EXISTING GROUND
(DIVERSION BERM #1)
SECTION A -A
NOT TO SCALE
DB PROPOSED DIVERSION BERM RR Spike(F)I
DISTURBED AREAS
CP
EXISTING CONCRETE �_!! io S 73°49�3"E EXISTING G ROUND
FILL 2'
�, �. i 106. 67 `
c4 P � �p � _ C
6,3° (DIVERSION BERM #2)
Lj
5/8 IR(S) E Pae�
SECTION 13-13
s
S° D.B. 1247 Pg. 651 NOT TO SCALE
EX�T. BASIN AR�A�
. FO O. PLAT BOOK 53 Pg.112
SEDIMENT, TRAP #1
O RR Spl�) 1 Q� ' ����DIVERSION BERM #1 _ `� 1 \ ' CP
4
N'10'451�56
g � 1-21 1 ht Te r J
k�
N \04'32'13"E� i -_ - - - - - EXIST. DIVERSION BERM4.
N 27°41'Q -�= ---- �- -' o�� CP ---
\ N`53`08'22"E f pL\ �9g�/� �� 0
53.71j -- - -- _ �,$-, 8 EXIST. BASIN -AREA.. /�
N 66`58.59'F PP.9)PDSED - - 1i
Tie Line �' 65.12' -�D(X1 41
GAS ; PP
N 26'03'24"W i ' =N 70� 3_l E = r'.'. �� gg3,1 1 1
1 65.9.5� - ' ��� \ SEDIMENT TRAP 2 I CLARA PARROT
T
N 71 °22'26"E :: �ROf� EDEI-DRIVE # ��' ca
N 72°56 51 ' E \ _ od � L - D.B. 91 E P 738
g
94.30' \ J �� R 31 �" v�ood'P:'.: DISTURBED AREA (T\YP,) `� PLAT BOOK 63 Pg.44
i .•
I- Crr-
N 74°24' 17"E �� �� ' pD S'
C : k
64.09 l PpN� -� CP OPOSED �o�osED ' 1 k \ \�
N 56702'28 E _ I�XILiARY S1L 0 .. AiRUARE
M� 51= OROPOSED I j
CP - CEMENT' SILO PROPOSEa '`y _ 1
.. ( AGGREGAT �. = _ PROPOSED I -
I PR . P CONVEYORS - s ,:"� o / M
POSED .: �.. ' . \AGGREGATE // C P „
N 78° 17'49"E 1 .: .3.: '.: \ ` L . S 08°36 17 W
62.17' 4 AG REGATE - - ,' BINS .. 4 ..
\ r / , \`.13 I ',' ! C NCRETE ... f 29.05
PP Cp I :_l:: c�,, 1
MIN. l �tP / 1000 CID
1
- ...... .. CONC#ETE "a
pP / I� CP
N 50°09'421,W 5/817 S) UFFE LINE .. / I . �~ 1 1 / �<) �,� " S 08°36' 17"W
11111111 1.24,40
qw,•r . f .. HOPPER J �. /,/ ��,"c / ,� '
58.88' PROPOSED;'GRAVEL DRIVE IN PIT I
N 50'09'42"W CP 8p p4 4 , W �~ ' _ '..
�......f.. .�I
ST 278.3$'
LAVERSION ERA
�ftift`= \-TOP OF BANK (TYP.)
1 � � '�-�--�---- ��`� � �
HERSHEL ANDERSON ( N CP TOE OF SLOPE (TYP.)
D.B. 1526 Pg. 698 ! 1.45
32 1. 62 36'YIr � SSMH
NOTES _ 9 OA �, OM1N.( G
1. AREA COMPUTED BY COORDINATE GEOMETRY ! N 58'26'55"E CP �'6 Z�, 6�R`�NE of
35.08 GENE
2. DEED REFERENCE: DEED BOOK 2064 PAGE 137 1-••26 PAINT & BODY CP
( D.B.1663 Pg.474 CP o?ERA LEASING & EQUIPMENT SALES
3. THIS SURVEY IS OF AN EXISTING PARCEL OF LAND ! j PR D.B. 1828 Pg.585
i N 88'34'02"W
31.61'
1
1
u
XIST. CONCRETE
FLOW
t
SPILLWAY
winTN
TRANSVERSE SECTION
CARRY RIP RAP U
SIDES OF SPILLWAY -
#5 WASHED STONE
1' FLOOD STORAGE ZONE
TOP OF BERM
TOP ELEV. OF STORMWATER
y�Q I 2MAX. SEDIMENT STORAGE ZON
L�j l _CTOTAL BASIN CAPACITY
171ri 1' MAX. SEDIMENT DEPTH 1=1'
BOTTOM LENGTH
MAXIMUM LEVEL OF SEDIMENT COLLECTED.
CLEAN BASIN WHEN THIS LEVEL IS REACHED
LONGITUDINAL SECTION
2M
V- 011
\MN.
5'
MIN.
N.C.D.O.T. CLASS 1
RIP RAP (UNDERLINE
w/ MIRAFI 70OX FILTER
FABRIC OR EQUAL
8' MIN.
SEDIMENT TRAP SCHEDULE
NOTES:
1. TRAP SHALL BE CLEANED OUT AT 12 MONTH INTERVALS OR
WHEN MAX. SEDIMENT LEVEL IS REACHED. REPLACE FILTER
AS REQUIRED.
2. SOIL SHALL BE COMPACTED TO 95% STD. PROCTOR MAX. DENSITY.
3. ESTABLISH VEGETATION ON BERMS.
TRAP
BOTTOI,I
SPILLWAY
BERM
NO,
LEN.
WIDT1
ELEV.
WIDTH
ELEV.
ELEV,
1
72'
66'
3c'
3:i'
990.0'
8.0'
992.0'
994.0'
2
996.0'
8.0'
998.0,
1000.0'
SEDIMENT TRAP DETAI
CONCTACT INFORMATION:
BROWNIE HYDER
2 COUNTRY SPRING DRIVE
ASHEVILLE, NC 28804
TELEPHONE: [phone]
CELLULAR: [phone]
NOT TO SCALE
II
FEb - 2 2001
DENR - NEATER QUALITY
POINT SOURCE BRANCH
Z
C C
F.... 1CC
w CO
CC
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SCALE: I" = 60,
DATE: 01102101
DRWN. BY: L. HAMPTON
CHKD. BY: R. HOFFMAN
PROJECT NUMBER
G00072
DRAWING NO. SHEET NO.
Ei 1 OF 1

OVERHEAD
POWER LINES
PROPOSED GRAVEL DRIVE
l A '.� EXISTING
WOOD L
FENCE PROPOSED
1000 GAL.
DIESEL FUEL TANK
ONp x w �
p >. C� o
ROPOSED K ` SH ARE 1 `:
PROPOSED A
/ AUXILIARY Ln
i ! Q
/ SILO
/ / fco UJ
/ PROPOSED
N E E 8— 2 2001 W
/ CEMENT, co• : . . . _ .:-
- - L� co X
/ SILO \ , DENR - WATER OUALITY
POINT SOURCE BRANCH
OVERHEAD POWER LINES
PPQO CC cc(10
Go
o
01
r �t1 e
cv PROPOSED
PROPOSED
AGGREGATE • ' - . _,�� • . - ........
AGGREGATE f1 CONVEYORniLl
p
PROPOSED
AGGREGATE
BINS
cc
El
Cu
Lo
O
LO
Cu
C� i
Cki
cu
mm
L,
a
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n
a
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CL
W
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a
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SCALE: 1" = 20'
DATE: 01/12/01
DRWN, BY: W. FAUCE"E
CHKD. BY: R. HOFFMAN
PROJECT NUMBER
000072
DRAWING NO.
SP t
SHEET NO.
1 2 OF 2

4r.. .. ,- .. -. ,.. .... : d:, .. .. .. ... .. :. ... �... _. .. _.. h�d. - - ,h �i' .1-"i •4� .C. Y-: '_.-F -^•D- 5-_: 6 A�.
p,.
1 3? a
M 8
r
$?IVEY
EST�MA rE
35 FOO l D 11OM11V Y
. • Lq� p USE
CREEk FL
• • ' �- . e a�FFER 00� Nor �RI
� 1 •'�.. T �CE
• O BE
1 � • � . VRe
ED
9 03 >>
SITE DATA 06/^^� ,
' .L w V\ SJ °
�
PRIMARY SITE USE IS CONCRETE BATCH PLANT, SECONDARY IS SALVAGE YARD 1 ,�ry� �� �W w
TRAFFIC GENERATION IS LESS THAN 10 TRUCKS PER HOUR I ' ) '����`. ,: �� 0j''
OPEN SPACE NOT REQUIRED BUT PROVIDED IN BUFFER AREAS 1 '� ,1
ADDITIONAL FIRE FLOW PROVIDED BY USE ONSITE 10,000 GAL STORAGE TANK I Dc 2030-�
ADJACENT PROPERTIES ALL TONED COMMERCIAL INDUSTRIAL 1 /
•.74
?
INI e-il 1A �� �Y ASHEVIU
3, 563
IFAU. _ A ;
4L
LAKE r,{:: �y _ f ►�
�a A HNpN .t,, 2.46
«4 BILTMORE =_4
I Oki
a G * EXT.
,a�� ® •:� exl�to�e
SIT , . "E5T
Al
ESTATE'X
RICE
-
! R
Le
Voter w
X-_ \\ I
TOPOGRAPHICAL CONTOURS AT 2' INTERVALS 1 �/! `� ` W y kp
NO NEW BUILDINGS PROPOSED cj / \
NORMAL HOURS OF OPERATION ARE 6:00 AM TO 5:00 PM 1 1 ��- , N� � �/ 202�� 41 VICINITY MAP
TOTAL NUMBER OF EMPLOYEES EQUALS 10 Q /
PARKING: REQUIRED PARKING FOR MANUFACTURING 1 SPACE ' 1 � O 1 /! � — BASIN 2 / � � � a•\ y �70 SCALE: 1 " = 2 MILES
PER "2 EMPLOYEES ON SHIFT OF GREATEST EMPLOYMENT' D< 5 y O
PROVIDED 1 SPACE PER EMPLOYEE PER SHIFT AND 1 � r / `/ CONCRETE APR ` � � ON 20 LF � � \ �i w
err — / / \
1 VAN ACCESSIBLE HANDICAP SPACE PER SHIFT w �W �' �' � CONTACT INFORMATION:
TOTAL ACREAGE = 7,292 AC. RIPRAP OUTLET PROTECTION /�• fiOLF 24 CMP BARREL 2,OX y a.
ti n 1 D 8. Q BROWNIE HYDER
ACREAGE REMAINING WOODED = 1.54 AC. D50=10 , DMAX=15 , DEPTH= 27 1 / / // 1 .-� u'
CONCRETE BATCHING OPERATIONS ACREAGE = 4.42 AC. LINE BOTTOM WITH FILTER FABRIC `` - e // �%� 1 �` W � . 2 COUNTRY SPRING DRIVE
` ANTISEEPAGE COL�4R 5.0 X 5.0 � Asl�l_vILL>=, NC 28ao�a
I-26 SALVAGE YARD ACREAGE = 1.34 AC. 1 � � � �' TELEPHONE: [phone]
DEVELOPED AREA = 5,76 ; % IMPERVIOUS PRE =29. POST : 42 I , 1 A �} CELLULAR: (828)273--1106
13 II #57 STONE FILTER 10 DIA 1 ti ��„ W
ESTIMATED FLOOD FRINGE BASED ON 100-YEAR FLOOD ELEVATIONS SHONM � 1 i 1 � — — � � � W 1 �
ON FLOOD INSURANCE RATE MAP NO. 37021C0311 C, DATED MAY 8. 1996, ' — _ — — — — y �° i _ m
AND CURRENT TOPOGRAPHY. light pole �� — — Jl BASIN 1. SEE SHEET 2 FOR DATA AND DETAILS — 1� ! �\ y `= _:.�
L STORMWATER MANAGEMENT
I I EXTENDED DRY DETENTION 1 a �.
I P / I ---
BENCHMARK—PK NA L IN EO I C�` --W
�-
USGS ELEVATION 20 2.00 4
0
I EXISTING GRASSED AREA y y -41
EB
RIPRAP OUTLET PROTECTION -
D50=10", DMAX=15", DEPTH= 27"
LINE BOTTOM WITH FILTER FABRIC
SEE CL SECTION 5 SHEET 2
CONSTRUCTION ENTRANCE, SEE DETAIL SHEET D-2 10 // I D 51 ti -,, , _ 1 L1 w I O
0 LF DITCH 02.900� � � . �� ��03 \ ,1 �� y ` � w
D fi �Y U" of SMW wnH WT RE4 y
'... _ �j g — 1 P �� l 131 LF� DI`f+gi 0&07X � o
---------------- ~ __ __ 7EMPORARY L44M of SMAW IM NET RE I
e 8 SPOT ELEYATlON-- " -- --- --.� ------------------------------------------------------------------ -- 1 ` +
- . ALANG 2044 a y
STD. CITY OF AS H EVi' _LE CURB AND - �- -- ----_ WV 2W 1MTH FLAREp pllp y '�`�---` a-_ — Z4' u1�Ll�y T - -- __-_i � -- - -------- --- fL_ W i I Q
GUTTER WITH VALLEY GUTTER AT DRIVES --G — - -- ~''•, O
�• 1 R . J \ i �-- 7S lF-1s GrP a t.33 \------- -- ----- ---�-------- -- ----- --- -,�'• I cn
,p 7
r r,,.•'"'`� . \ \ 4 �'`, 't•, W 50 LF EA. SILT FENCE
SHOTCRElE MAT RE4 \
20
�INV 42 �o -0 55 LFT-15' C110' O 1.82X6ON9:�� wj Iry 7� 10' x 5w 0mawTE PAD .� • '..
BASMI 1A INV 1000 EX. SANITARY SEWER MH
WASI�STAiiON 1\� yMSD# 45434
- ��)_ --� 1 T , / , - J - - S 00'03'07"E
7 2.8 2
— _ No�� INV 2D4Z l / �� a /�41
— �JC p t t S 1 - r �. ` / USE 3 x y 6 FLARE© END CTIOH / L: W L
1 D 1 /. / I 1� S 080 36' 1 7 "W
♦�.� I D 4 • EX. CONCRETE / W d 29.05'
/
o �
�' wITH � / \ �' / / . .,r ,
Y y. I �{ I I _ .► '�0 I o �` 1 MBE KV 2043 \ n _� / f} / f Y/ ' y
r ,• \ / ' / ✓/ y f if
1 0
y �► j III p $ I , 4 v`V , -- -- ..._ T __ .. — a / /. f/ �� S 0 8 3 6 17 W
■ �
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sue•
1
coca
■� V
ti:
0-1 LLJ
P �� �� p1 i 2 ' /-�i 1� W/ '� 24.40'
(01
y n D 3 ! / NEW CONCRETE //­ / ✓ / Z
t
35' BUFFER LINE--- y ` y i. =� L 4, y d L
'.L ` ,L. .y. ,y •L W W V:' IL ` 4rj� / •` `' f / I � /�
NOT TO BE DISTURBED . �w t w\`~,_ i � n d �,% / p
• % A r L ~w w, i rWft �y �7 / I 1 /
z�
S O ° O 4 °41 „o.F�y�`, 4 L
vv
Lu
APPROXIMATE CL HOMINY CREEK EXISTING NATURAL BERM ~ — it - � .F �--- TOP OF BANK TYPICALLY 40-60 FOOT RISE < _< O Q
s
• f N - _L ` w _� �`� k w� y sue— L-- y— L _� + ` `_ /� L y W y W y a / C� C�
- - _ TOE OF SLOPE (TYP.)
4 � � 7 �'�-;mil +� ...�r�.l..._ � .+r r. W �Ir—, — r � � �' � raw �/_{
' 1 1� 'y vL' �+ '• s V+ vL—k-- 't I ��i
llll f ` cr ' , t
BOUNDARY DATA 3' w y w W W' •W�s G��
o W�
^_ -� TY W V� J� .L J� I
EXISTING 2' CONTOUR 6 y�� �< �� ���1 T `�
j w 2 of
— — -- — EXISTING 10' CONTOUR + EX. SANITARY SEWER MHM Mr
PROPOSED CONTOUR MSD# 45443 J J
--•-- - -- DRAINAGE AREAS 1-26 PAINT & BODY 6g p Q a
D.B.1663 Pg.474 1N� ,,�`l%11iCAI, ,�f';2 � �
GRAPHIC SCALE NEW CONCRETE PAVEMENT `"='t"�' s / f �3
i` Srrr MLfjIN
do
N 58 26'55"E P ['
0 ! �� L �' SCALE: 1 =40-
xD I inE
-- PROPOSED SEWER WITH CLEANOUT 35.08' P?TVJ '2 _
PRELIMINARY NOT DATE: M.BETO22,2i
N 8 8° 3 4' 0 2 "W �,�� DwN. BY: �r. e�N rary
E >xT -•-----•-•---- EXISTING WATER SERVICE CONNECTION •
me>z = 4© #� 31 .61 '�"•••�-�F ,.��' cHKD. £3Y: R. Norary
y y EXISTING WOODS PINE AND HARDWOODS] WITH WOODY UNDERBRUSH ''; �PROJECT NUMBER
FoR CONSTRUCTION ',,`+re111�1111r
GOOo72
a
EXISTING CONCRETE PAVEMENT ZONING: COMMERCIAL INDUSTRIAL DRAWING NO. SHEET NO.
G--2 1 OF 2
t

i
STORMWATE R DATA
BASIN DATA
BASIN 1 (INCLUDES BASIN 1 A)
TOTAL ACREAGE = 3,06 NCESCDP FIGURES 1 DAY PRECIP. 8.03H 2YR-3.8 IN, 8.03J 10YR- 6.0 IN, 8.03M 10OYR- B.OIN
HYDROLOGIC SOIL GROUP = C SILTY LOAM NCESCDP TABLE 8.03, RUNOFF DEPTH 1.45 4.63 6,57
SCS CURVE NUMBER 88 RUNOFF VOLUME AC.FT. 0.37 1.1B 1.67
REQ. Q--10 YR MAR. DISCHARGE RATE 17.23 CFS, TIME AT OREQ= (1.18)(43560)/17.23= 2983 SEC
IOYR POST (CONTROL 0.98 CFS) VOLUME _ (0.98x2,983)=2,924 CU.FT.
10YR POST VOLUME PROVIDED = 35,990 CU.FT.
REO. TREATMENT VOLUME 1' RUNOFF "FIRST FLUSH' = 0-255 AC.FT= 11,108 CU.FT
REQ. STORAGE. 20% TREATMENT VOLUME = 0.051 AC. FT. = 2.222 CU.FT
REQ. DETAIN FIRST FLUSH DRAWDOWIN IN 2 TO 5 DAYS, USE FORMULA SECTION 8.07.8
DRAWDOWN TREATMENT VOL. IN 2 DAYS
sq.ft. Ao= As h
T Cd 20,428
10,901
(48) (1) (20,428)
Ao=0.027 = 20 -1/2' holes
EMERGENCY SPILLWAY CALCULATIONS
FIG. 8.03F RAINFALL INTENSITY 100YR = 9.3 IN/HR
RATIONAL METHOD: 15=CIA=(0.93)(9.3)(3.06)=26.46 cfs
Q over -flow earth berm = Q 100 - Q outlet
O overflow earth berm = 26.46 - 14.50 = 11.96 or 12 cfs
LENGTH OF CONTAINMENT BERM (SHARP CRESTED WEIR) 172 LFT
HEAD OVER WEIR : _Q_ Ht.5 AREA OF FLOW OVER WEIR = (172)(0.11)=18.92 SO. FT
12 C = H1.5 CALCULATE VELOCITY OVER WEIR Q=AV
(.66XI72) 1 V = 18.92
sa Fr/SEC
0.11 ft = H
EMERGENCY SPILLWAY NOT REQUIRED BERM SERVES AS 100YR GRASSED OVERFLOW
BARREL DESIGN FLOW LESS THAN 17,23 CFS, USE NCESCDP TABLE 8.07a CMP AT 1' HEAD - 60LF- 24' CMP AT 2.0% SLOPE
15.60 X 1.05 = 16.68 cfs at 2' head
RISER IS 30' CMP
BASIN 2
TOTAL ACREAGE - 1.09
ELEV. DEPTH
AC.
SQ. FT
AVG. AREA
AVG. VOLUME
2032
.19
8,259
2
5,078
,
10156
2030
.04
1.897
2
987
1,974
2028
.00
76
TOTAL VOLUME
12,130 CU.FT.
ELEV
DEPTH
AC.
SO. FT
AVG. AREA
AVG. VOLUME
2036
.35
15.223
2
10,725
21,450 TREATMENT 2.9' (11,108)
2032
.14
6,227
2
4,590
9,180
2030
.07
Z953
STORAGE 1.1' (VOL PROVIDED 2,222)
2
2,019
4,038
2028
.02
1,085
TOTAL VOLUME
34,668 (0.80) AC.FT.
BASIN
1 A
2045
.05
2,085
1
1.694
1.694
2044
.03
1,302
2
706
1,412
2042
.00
110
TOTAL VOLUME
3,106
CONSTRUCTION SEQUENCE:
OBTAIN PERMITS, INSTALL CONSTRUCTION ENTRANCE, INSTALL OUTLET PROTECTION ON POND ROAD
REMOVE AND STOCKPILE TOPSOIL FROM CUT/FILL AREAS, CONSTRUCT BASION 1 & 1 A AND
SECTION 4 DITCH, CONSTRUCT SECTION 3 DITCH, INSTALL SILT FENCE, CONSTRUCT BERM FAR
NORTHER REACH, CONSTRUCT TRUCK WASH BASION AND CONNECTING PIPE, GRADE POND ROAD INSTALL
TEMPORARY SILT FENCE 4' OFF ROADWAY UNTIL SIDWALK AND SEEDING COMPLETE, INSTALL SILT
FENCE AT TOP AND BOTTOM OF SOUTH BANK PRIOR TO SEWER CONSTRUCTION, CONSTRUCT BASIN #3
PRIOR TO CONSTRUCTING PARKING AREA, FINISH SITE WORK, CLEAN OUT ALL BASINS, PERMENTALY SEED
PERMENTALY SEED ALL AREAS
BASIN 3
TOTAL ACREAGE - 0.18
REQUIRED SEDIMENT STORAGE = (0.18) x 1800 CU.FT.= 324 CU.FT.
REQ. Q-10 YR. MAX. DISCHARGE = 0.23 CFS
DISCHARGE PIPE 10 LF 4- CMP AT 5.4 % SLOPE, FLOWING FULL VELOCITY 2.63 CFS
ELEV. DEPTH AC. SO. FT AVG. AREA AVG. VOLUME
1006 .01 447
2 272 5,44
1004 -00 97
TOTAL VOLUME 544
SUBBASIN
AREA
RATIONAL C
HEIGHT
LENGTH
SLOPE
DESC.
Te
1-10yr
0-1Oyr
TREATMENT
ACRES
PRE POST
FT
FT
%
MIN.
1N
PRE cfs POST
EAST SIDE
ONSITE FLOW
IMPROVED AREA
BASIN 1
D1
0.22
0.77 0.95
1'0
218
4.5
1.5
6.4
1.08
1,34
D2
0.21
0.95 0.95
5
121
4.13
1.0
1.28
1.28
D3
2.31
0.90 0.95
12
480
2.5
3.5
13.31
14.04
6
301
2.0
2.8
1
D4
0.32
0.78 0.80
9
280
3.21
2.5
1.60
1.64
3.06
0.88 0.93
17.23
18.21
UNIMPROVED SALVAGE
AREA
D5 1.09
0.60 0.40 14 286
4.90
1.8
6.4
4.18
1 2.79
BASIN 2
OFFSI TE
ROAD
D6
0.25�1.6
0.80 20
366
5.46
2.2
6.4
0.96
1.28
NATURAL
FLOW
TO CREEK BANK
D9
0.25
0.4 0.40 18
330
5.45
2.2
0.64
0.64
0.50
[).50 0.60
1.60
1.92
WEST SIDE
ONSITE FLOW
D8
0.26
0.20 0.20
12
157
7.64
1.2
6.4
0.33
0.33
OFF SITE ROAD
D7 0.13
0.6 0.8
16
222
7.21
1.5
0.50
0.66
PLACE RIPRAP AROUND CUP /ND EARTH
LiNW1UY 2• HIM AND Y EACH SIDE
If INTO SAW MINIMUM
24 LF OONLREIE APRON-e PAO WTH WWF
e COMPACTED AM STONE -.
ELEV 2=
EST, 01" � ETC W401111
122 -'""-1 �4
SECTION
V MIC H BY MANNNWS E4U.
DITCH SLOPEX - 2.5 GEN, N_0.02S
DESIGN 1110-14.04 Cis
VELOCTY 4.1E FPS, NORMAL OEM 3"
EnSTING COVER IS CONCRETE AND ESTABLISHED TALL GLASS
OUSTRO CONOTIR fS SHOW No EROSION
IMPROVEMENT NOT REQUIRED
TEMPORARY SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING
Seeding Mixture
Species Rate(lb./acre)
Rye (grain) 120
Annual lespedza (Kobe
in Piedmont and Coastal
Plain,Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover
is not to extend beyond June.
SEEDING DATES
Mountains -Above 2500ft.: Feb. 15 - May 15
Below 2500ft.: Feb. 1 - May 1
Piedmont -Jan. 1 - May 1
Coastal Plain -Dec. 1 - Apr. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb./acre
ground agricultural limestone and 750 lb./acre 10-10-10 fertilizer.
MULCH
Apply 4,000 lb./acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulching tool.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or other damage.
EXTENDED DRY DETENTION BASIN MAINTENANCE REQUIREMENTS BASINS 1 & 1a
All grassed areas should be mowed at least twice annually
Remove collect debris whenever it accumulates, or at least
twice annually
Inspect annually after a rain event to ensure thot the basin
is operating as designed
At a minimum, items that should be included in the inspection are:
Clogging of the outlet or too rapid a release
Erosion on the banks and at outlet and inlet
Sediment accumulation and the need for removal, make mark
on outlet pipe at elev. 991.7 to verify accumulation depth
Remove wood vegetation and burrowing animals from
all embankments
Remove accumulated sediment from pea gravel pack to allow
for proper drawdown, verify drawdown of treatment water
within 2 to 5 days.
BASIN 3 TO BE CLEAN OUT QUARTERLY AND/OR AFTER LARGE RAIN EVENTS
. . . ...... ................... * ........ * ..............
SEEDBED PREPARATION SP
SP--1 FILL SLOPES 3:1 OR STEEPER TO BE SEEDED BY A HYDRAULIC SEEDER
(PERMANENT SEEDING)
1) Leave the last 4-6 inches of fill loose and uncompacted, allowing
. :....
rocks, roots, large clods and other debris to remain on the slope.
2 Roughen sloe faces by making grooves 2-3 inches deep, perpendicular
to the slope. CL
3) Spread lime evenly over slopes at rates recommended by soil tests.
>'t
SP-2 Fill slopes 3:1 or steeper (temporary seedings) err
►rr c
1) Leave a loose, uncompacted surface. Remove large clods, rocks, and :s
debris which might hold netting above the surface.
2) Spread lime and fertilizer evenly at rates recommended by soil tests.
3) Break up large clods and rake into a loose, uniform seedbed.
a:
4) Rake to loosen surface }ust prior to applying seed.
SP-4 Gentle or flat slopes where topsoil is not used. r:
1) Remove rocks and debris.
2) Apply lime and fertilizer at rates recommended by soil tests; spread
evenly and incorporate into the top 6" with a disk, chisel plow, or
rotary tiller.
s
3) Break up large clods and rake into a loose, uniform seedbed.
4) Rake to loosen surface just prior to applying seed.
SEEDING METHODS (SM)
SM-1 Fill slopes steeper than 3:1 (permanent seeding)CU
Use hydraulic seeding equipment to apply seed and fertilizer, a woad
fiber mulch at 45 lb./1,000 s.f., and mulch toekifer. +.` V
SM-2 Gentle to flat slopes or temporary seedings
:: ■ ` LIM
1) Broadcast seed at the recommended rate with a cyclone seeder, drop = ,
spreader, or cultipacker seeder. ....
2) Rake seed into the soil and lightly pack to establish good 'contact.
9 Y P
MULCH MU
MU-1 Steep slopes (3:1 or greater)
In mid -summer, late fall or winter, apply 100 Ib./1,000 s.f. grain straw, `..... '
cover with netting and staple to the slope. In spring or early fall use
451b %1 000 s.f. Wood fiber in a h droseeder slurry.
MU-2 High -maintenance vegetation and temporary seedings 9 g P Y 9 :c
Apply 1 b. 1 0 f. 4 I 90 a0 �. aaa b. acre rain straw and tack with -
pp y / ( / ) g ac th 0.1
gal./s.y. asphalt (11 gal./1,000 s.f.).
MU-3 Grass -lined channels
Install excelsior mat in the channel, extend up the channel banks to the
highest calculated depth of flow, and secure according to
manufacture's specifications.
On channel shoulders, apply 100 lb./1,000 s.f. grain straw and anchor with
0.1 gol./s.y. (11 gal./1,000 s.f.) asphalt.
MAINTENANCE (MA) *►
MA-1 Refertilize in late winter or early spring the following year. Mow as desired. �
MA-3 Inspect and repair mulch and lining. Refertilize in late winter of theCo
following year with 150 lb./acre 10-10-10 (3.5 Ib./1,000 s.f.). Mow
regularly to a height of 3-4 inches. UJ � � � N
MA-4 Topdress with 10-10-10 fertilizer if growth is not fully adequate.
co
MA--5 Topdress with 50 Ib./ocre (1 Ib./1,000 s.f.) nitrogen in March. If cover isqqc II
needed through the following summer, overseed with 50 lb./ocre Kobe
lespedeza. J Z N
e
Q
N C
L Uj 0
1 � `,�
X 0
CL
0
co
SECTION 5 J
ROAD SLOPE% 4.38 - 4.86
GUTTER SLOPE% = 4.16 a o
CAPACITY FULL 32 CFS
VELOCITY 11CFS �' m
FIG. 8.06a D50 = 10", APRON LENGTH 20 /' �•
� o
CL V
/'• '• /•' In
�• I• �'•
-_ .00 �Uj o
• ¢ a
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CONSTRUCTION LIMITS TYP �-
COMPACT CLAY/SILT FILL IN ETY.AVATED CUTOFF ffM4CH; MN- BOTTOM WIDTH 2'. DEPTH 2•. TRIP WIDTH 14• EXISTING GRADE - - cc Q
i' AT PATH WATERTIGHT JOINTS AT ALL CONNECTIONS AND PIPE SECTIONS 10' LEVEL SEC.
z a� z� SLOPE o
TRASH RACK, L � / m m °�° �
14 DEFORMED BARS WELDED M
2 3' 9, C. MD BOLTED TO r
THE PIPE KITH 6 FLANGES, I ROW TOTAL DISTURBED AREA IS 2.35 ACRES ,,AL4'ANLL .� o Q
- - - - _ _ _ _ - _ DISTURBED AREAS9 '= CDcn w
SECTION 6CN
" TIE ICDP CT`_IACKFI ..?�.Ai'1LG 1 �= 1 V V i i
SCALE I--2V HORr,--e VERr N FABRIC AND
6 I IIGH HUMP TO DIVERT RUNOFF, 8' WIDE �_ 1 W^�W
70 LF 40' OFF EOP :,Vw
.� 601scA>_e 1'=40'
IDATE: FE'BRUARY 2.2, 21
RE
FILTER FABRIC N= MEET THE MOUp1 E11TS RELIMINARY NOT[.
(F SECTION 171, Ti]fUM SILT FENCE OF THE °��
,. � B • Y' .�`� DRWN. BY: M. BENT(NV
CONSTRUCTION ENTRANCE KRIMAC SPECIFTIJIGTIAYs aiBIENT EDITIIx
SCALE ,'-7G• HORN 1•.4• VERY C11KD. BY: R. HOFFMAN
NOTE: SEE DETAIL SHEET D-1 ASSOCIATED WITH S TE PLAN FOR JUTE NET DETAIL SILT FENCE PLACEMENT DETAIL FOR CONSTRUCTION PROJECT NUMBER
Ns TYPE c ZONING. COMERCIAL INDUSTRIAL c00072
NOTE: ALL EROSION CONTROL MEASURES TO BE INSTALLED IN ACCORDANCE WITH NORTH CAROLINA STATE AND CITY OF ASHEVILLE STANDARDS AND MANUFACTURES RECOMMENDATIONS, OWNER RESPONSIBLE DRAVINGNO. SHEET NO.
D-2 2 4F 2
ELEV 203E TOP OF WN
3
IF
2.0'.
ESr, GRASS EX CONCRETE
zs �
SECTION 2
V DITCH BY ELAN 4WS EAU,
DITCH 90" - 2.0 GEN, N-0-025
OESIM 00-14.04 =
VEIOC TC ZN FPS, NORMAL DEPTH "W
CIdS TINC COVER IS CONCRETE AND ESTA9L19ED TALL GRASS
EASTING CONDITIONS SiHOR' NO EROSION
LphpYF]E7VT NOT REQUIRED
BENCH BERM INTO EMSTNG BERM aN NORTH SIDE AND BOTTOM
ON STE FILL MATUM COMPAM IN r LIFTS AT = STANDARD PROCTOR USE CUT MATERIAL FROM UNDIUK HOUND TANKS AND BASH.
STRAW MULCH WITH JUTE NET TYPICAL TOP OF BERM AND INTERIOR FACE OF BASIN 1 AND HASAW TA
1/2 YD CONCRETE ANCHOR
TRASH RACK MAX SPACE BETWEEN BARS 3'
4 2' FLOOD LEVEL
W DGl RISER CREST ELEV. 2036
1
IV TREATMENT FOR 1• RUNOFF
057 STONE PLACED AS FILTER AROUND RESTER DRAIN HOLES, ROUTINE MANT04CE REQUIRED TO ASSURE DRAIN OPERATIONS
a
e° SET ELEV. STAKE ON FACE OF BEMf AS MEAN OUT NOICATOR
e° 0-EV 2D33., REM CLEAN OUT OF :SEDIMENT (MR9C)
° ,.T• STORAJZ VOLUME 2= C,UfT,
r ELEV. 203L PFRSFRI£ EWING GRASS WFM HASH AREA TYPICAL
(NOT TO SCALE) tO-1/2' OM HOLES EA. SIDE OF BARREL SPACED Y APART
NC Department of Transportation
Permanent Seeding Specifications
Permanent erosion control shall be performed as follows:
(a) All disturbed areas will be dressed to typical sections and
plowed to a depth of 5 inches. The top 2 inches shall be
pulverized to provide a uniform seed.
NOTE: Lime should be applied before plowing operation.
(b) Lime, seed, and fertilizer shall be applied with neccessary
equipment to give uniform distribution of these materials.
The hand -bucket method is not acceptable. The following
are rates and kinds of these materials to be applied
per acre:
75 lbs. Ky 31 Fescue
50 lbs. Pensacola Bohiogross
50 lbs. Korean Lespedeza
1,000 lbs. 5-10-10 Fertilizer
4,000 lbs. Agricultural Limestone
NOTE: Only tested and certified seed shall be used. Seed
certification shall be provided to the District Engineer
prior to use.
(c) Seeded area shall be cultipacked to firm seedbed
and cover seed,
(d) Grain straw shall be applied over seeded areas as a mulch.
No bare ground shall be visible when riding by a mulched
area if proper application is achieve. Thic< clumps of straw
are not permissible, as uniform coverage is expected.
(e) Mulched area shall be tacked with asphalt sufficient to
hold straw in place.
(f) Ditch treatment shall be used in areas where steep grades
(more than 10%) could cause ditch erosicn. Use of jute
mesh, excelsior matting, or fiberglass rovng is acceptable.
Ditch treatment should be installed before mulching operation.
204E
3.5
SECTION 3
V MIN BY MAfiNNeS EQU.
ORCH SL0K% - Z90. 14-•0.02
DESIGN 010-0.34 CFS
VELOOTY 4AS FPS NORMAL DOM &Sr
FINAL GROUND COVER TALL FESCUE
T-Y DS
T (E24X0.32)(0.0a)
T-R50
TA$E 8.059 USE STRATI WITH NET T-1,45 LB/SQ.FT
TEMPORARY COVER STRAW MULCH WITH NETTING
LAY NETTING PAR/t1E 11714 FLOW
AwNoR NETTN6 N A 8- TRENCH, OVERLAP STRIPS BY ,E- AND ANCHOR
SECTION 4
v DITCH BY M.NNIOn EAU.
DITCH 31.OPE'1< 107, N.0.025
DESGN 010-4-; CFS
VELOCITY 3,73 FPS. NORMAL DEPTH S23'
FINAL GROUND COVER TALL FESCUE
T-Y D s
T 46�4XM44x0.0307)
TABLE &059 USE STRAW WITH NET T-1.45 LB/ .FF
TEMPORARY COVER STRAW MULCH WITH NETTING
LAY METING PARALLE WITH FLOW
ANCHOR NETTING IN A E• TRENCH, OVERLAP STRIPS BY Ir AM ANCHOR
a
r5 FAIT STEEL. PMT, NQNAL SPACING 4'-0
/ CHRA NO E AT LOW RAM l3GMIN, POST
TO RADE. IN
ATTACH FILTER CLOTH TD
„ " " SI¢VEN YRRE FABRIC
CLEA
6 DEEP - 2 TO 3 DiA WASHED STONE WITH FILTER FABRIC UNDER S"ONE 1�VEN WIRE FINM
MIC AHD I INTOP0.E TING R FROM arr/1=>k.L ART (TYP.) ATTACHED TD EACH
t1I]4CH BERM INTO ETBSTM4c rAUID OR CIONSRRl1CT z' KEYWAY/WTOFF TRENCH 2 % SLOPE MIN POND ROAD PW
AKTISEEPACE COLLAR ASWi WATER TIGHT SEAL WITH CMP. CLEAR CWP BY 1.5'.NOT CLOSER THAN 2' TO A JOINT
FILTER FABRI
20'
D50 = 10" DMAX =15"