NCG140385_MONITORING INFO_20190401

STORMWATER DIVISION CODING SHEET
NC6 PERMITS
PERMIT NO.
IvCC,
DOC TYPE
❑HISTORICAL FILE
MONITORING REPORTS
DOC DATE
❑ D01I2�D
YYYYMMDD

PROCESS WASTEWATER —Quarterly Discharge
GENERAL PERMIT NO. NCG140000
CERTIFICATE.Af"CI WRAGE NO..NCG14J0_3 8 S .
FACILITY NAME: I
PERSON COLLECTING SAMP :_
CERTIFIED LABORATORY: a Lab #
Lab #
LIMIT VIOLATIONS? YES ❑ NO ❑
Part A. Wastewater Monitoring Requirements
Monitoring Report
Re ort
a
SAMPLE COLLECTION YEAR: CX _
SAMPL RTER: ❑Jul -Sept ❑Oct -Dec Jan -March ❑April -June
COUNTY:
PHONE NO.
ADD TO LISTSERVE? ❑YES ❑N'J EMAIL:
DISCHARGING TO CLASS: ❑SA ,�7RAQW ❑PNA []Trout Rf0ther���
OPTIONAL INFO: r
Outfall No _
Date Sample
3 =
"Collected
(rnm/dd/Yr)
.Type of Wastewater
{VE, RM, MD) z'
pH
{standard)
Total Suspended
Solids
(mg/L)
Settleable ' T'PH 1ng
method 2664r4
Solids ' SGT H L
{mL/L) (g/)
Discharge'
Duration.
Total Flow
{gall ons/day)
-
-
-
,,3
- CYJ ,4 -
303.5
i
(:rAf?'f..3n
r..
Clr;r fiY r
t
IA
1 If wastewater systems have not discharged in this quarter — report "No Flow" or "No Discharge" here. Please make sure to lark the sample quarter above.
z Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raymaterial 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 it six months, unless DWQ Rp staff
notifies you to continue monitoring, i
4 pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters.
s 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 otter water classifications.
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
Page 1 of 2

Process wastewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA yeas. 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 _) 50% of the Summer 7Q10 Flow as per 15A
NCAC 026 .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this iformation 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 DVS 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 DISCHARGEIMITHIN 30 DAYS OF RECEIPT OF SAMPLE M
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.
N certify, under penalty of law, that this document and all attachments were prepared under my direction or supervisionin accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the perm or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best -of my knowlerge and belief, true, accurate, and
complete. I am aware that there are significant penalties for submitting false information, including the possibility of fins and imprisonment for knowing
violations."
( Date) J
Permit Date: 7/1/2010-06/30/2015 Last Revised 07/13/11
Page 2 of 2

no
PROCESS ASTEWATER — Quarterly Discharge Monitoring Report
GENERAL PERMIT NO. NCG140000
CERTIFICATE O ERAGE NO. NCG; 3 �S SAMPLE COLLECTION YEAR: A01 S
FACILITY NA E: SAMPL EFV ❑Jul -Se # ❑Oct -Dec ❑Jan -March
PERSON COLLECTING SAMP COU
CERTIFIED LABORATORY: I1 Lab # N Eu - 1-P,trorgiNO. - U
Lab # ADD TO USTSERVE? [DYES ❑NO EMAIL:
EP prll-June
LIMIT VIOLATIONS? YES ❑ NO ❑ it DISCHARGING TO CLASS: [:]SA 2lfQW ❑PNA ❑Trout ['6her�_
CENTRAL I`Oi fIONAL INFO:
Part A: Wastewater Monitoring Requirements DWR SE=CT1nN1
Date Sample
i
Total SuspendedDischarge
Solids
ration
utes
WA
.
rM�rANS
5 3
NOM,
P21�1
r
�
r
�
r
�
!f 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 forthat 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.
s 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/l/2010-06/30/2015
Last Revised 07/13/11
Page 1 of 2

a Process wastewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TRH does not have a limit for wastewater,
but Instead is subject to benchmarks and provisions of Part N, Section A, Including the Tlered Response Action.
Plow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall beset to 50% of the Summer 7Q10 Flow as per 15A
NCAC 02B .0224. Permlttees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWa 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.
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 2
[phone]
MUST SIGN THIS CERM0170N FOR ANS' INFORMATZON 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
azure 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 Use Information, Including the possibility of fines and Imprisonment for knowing
vkdatlans u
signature of Permittee) (Date)
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 95.01WERAGE NO. NCG14Q 3
FACILITY NAME:
PERSON COLLECTING SAMP �1'C Pk
CERTIFIED LABORATORY: )4 A Lab #
Lab #
LIMIT VIOLATIONS? YES ❑ NO ❑
Part A: Wastewater Monitoring Requirements
SAMPLE COLLECTION YEAR:�01 S
SAMPLE TIER: []Jul -Sept ❑Oct -Dec Jan -March ❑April -June
COUNTY:
PHONE NO. (704 1 - O
ADD TO USTSERVE? ❑YES ❑NO EMAIL:
DISCHARGING TO CLASS: ❑SA E kQW ❑PNA ❑Trout Q1Other (21
OPTIONAL INFO:
Qutfall No
Date Sample
:
Collected
{mm/dd/I►r),'
Type of Wastewater
:
EVES RM, MD)
pH
(standard)
Total Suspended
Sands
(mg/L)
Settleable
Solids-
(mL/
TPH using
method Sb64,4
SGT-NE1Ha
Via' ,
�.
Discharge
min ion
{' utes)
Total Flow .
�Ilons/da Y}'
9
-
zOr
C&N
• .L
r
If wastewater systems have not discharged
In this quarter-- reoort "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 RID staff
notifies you to continue monitoring.
pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.LI, for discharges to saltwaters.
S T5S 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

4 ,.
a 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 N, Section A, Including the Tiered Response Action.
Flow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall beset to 5D% 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 permlttee shall notify DWQ, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 2
[phone]
Y�(f HUST SIGN THIS CER77R CAUON = ANY INMMATION 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
of PerMittee)
Permit Date: 7/1/2010-06/30/2015
3 -30-19
(Date)
Last Revised 07/13/11
Page 2 of 2

PROCESS WASTEWATER — Quarterly Discharge Monitoring Report
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF ERAGE NO. NC -.3- SAMPLE COLLECTION YEAR. d�O 1
FACILITY NAM�����MPLE R: ❑ ul-Sept Oct -Dec []Jan -March ❑April -June
PERSON COLLECTING SAMP S: 106UNTI h
CERTIFIED LABORATORY: Lab # -9 %L'PIIOIYE NO. rjp J1 lqfj-�2&w
LabA f14v11!\r.-, ADD TO USTSERVE? ❑YES ❑NO EMAIL:
LIMIT VIOLATIONS? YES []NO[] R�'�rIoN P- rrinz�ISCHARGING TO CLASS: ❑SA [2IQW ❑PNA []Trout [+Other C
O�fI}f�11AL INFO:
Part A: Wastewater Monitoring Requirements
Date Sample Total _ Suspended Settleable TPH usln Discharge
9
1 Typed Wastewater pH method 166" .; Total Flow .
Ou#fa11 Na. Collected... : Solfds Salida Duration r
{mm/dd/yr). (standard)'sGT-HEMa.:. (minutes) !galions/dayj .°
mg/L
' () . _
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 far 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.".5 S.U. for discharges to saitwaters.
s 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

6Process 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 provislons 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 beset 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 permlttee 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.
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, Forth Carolina 2
[phone]
°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 belld, true, accurate, and
complete. I am aware that there are significant penalties for submitting fake Information, Including the possibllity of fines and Imprisonment for knowing
rblations.° .
t�x4i�- Aka-4-1616 la-ggo- Ll-
(Signature of Permittee) {Date)
Permit Data: 7/l/2010-06/30/2015
Last Revised 07/13/11
Page 2of2

PROCESS WASTEWATER — Quarterly Discharge Monitoring Report
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF VERAGE NO. NCG14 $ SAMPLE COLLECTION YEAR: A011
FACILITY NAMenSAMPLE RTER: [Jul -Sept ❑Oct -Dec []Jan -March ❑April -June
PERSON COLLECTING SA S: COU
CERTIFIED LABORATORY:KT a Lab # SEE 9, Z017 PHONE NO. LU
Lab # ADD TO USTSERVE? ❑YES ❑NO EMAIL:
LIMIT VIOLATIONS? YES [:]NO[] �EV-t�� � DISCHARGING TO CLASS: ❑SA [BIQW ❑PNA ❑Trout Cether
OPTIONAL INFO:
Part A: Wastewater Monitorintt Reeuirements
Outfall No
,.
Date Sample
Collected ..
(min/dd/yr).
Type of Wastewater
(VE, RM, MDj�
:. .....
PH
(standard)
Total Suspended
Solids
:. .: {mB/E)
Settleable
SOlidf '
(mi./Lj .
TPH using
method 1664A; .
SGT-HEMS
m L
Discharge
Duration:
(min .
Total Flow . .
{gallons/da y}�
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. _
31f 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 6.9-8.5 S.U. for discharges to saltwaters.
s 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 1of2

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,
r 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 25A
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.
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 2
[phone]
Mg MUST SIGN THIS [ERTIRCAMSEM ANY INFORMA170M REPORTED,
"I certify, under penalty of law, that this document and all attachment 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, Induding the possibility of fines and Imprisonment for knowing
(Signature of Permittee)
gt-�;k- ")°/ 7
(Date)
Permit Date: 7/1/2010.06/30/2015 Last Revised 07/13/11
Page 2 of 2

L�
PROCESS WASTEWATER — Quarterly Discharge Monitoring Report
GENERAL PERMIT NO. NCGI40000
CERTIFICATE O EXCIVIERAGE NO. NCG14" a � RECE=ngMWECOLLECTIR Naul- AOsypt ) -Dec OJan-March [v�April-June
FACILITY NAME:
Jv•PERSON COLLECTING SAMPI_
CERTIFIED LABORATORY: Lab PiNENO. .^
Lab #etiq I RAL AR F USTSERVE? ❑YES ❑NO EMAIL:
LIMIT VIOLATIONS? YES ❑ NO ❑ �CDF&ARGING TO CLASS: [3SA [rHQW F]PNA Trout Other C
OPTIONAL INFO:
Part A: Wastewater Monitoring Requirements
Outfall No
Date 5am}tle
1
Collected :
(in do/VO
kn/Ims/i.).
Type of Wastewater.
2
:.(VE; RM, MD)
pH
(standard)
Total Suspended
Solids:
Settleable -
Solids
{rreUL}
iPH usJng
method IW4A
SGT-HEh�
(mgJL} .
Discharge .
Duration
{minutes}
Total Flow .
(ge[lons/day}'
30
(15}s
.
i 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.
31f 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.
s 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/l/2010-06/30/2015
Last Revised 07/13/11
Page 1 of 2

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.
T Plow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 5096 of the Summer 7Q10 Flow as per 15A
NCAC 026.0224. 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 DWO, and the DWQ Regional Office may require an annual flow
report on a case -by -case basis.
Division of Water Quality
Attn: DWQ Central Files
1.617 Mail Service Center
Raleigh, North Carolina 2
[phone] _
YOU JdW 51GN THIS tERi1F1fA71DN FOR ANY INFORMATION RED
"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 property gather and evaluate the information submitted. eased 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 signlflcant penalties for submitting false Information, Including the possibility of fines and Imprisonment for knowing
violations.".
(Signature of Permittee)
Permit Date: 7/1/2010-06/30/2015
(Date)
Last Revised 07/13/11
Page 2 of 2

PROP. CONCRETE/
CONCRETE AREA ASPHALT BERM
4
OLD DEPRESSED RO BED
}0-
�� \
x717SECTION A - A \ \` \` ` / / / - g 1 T th8
tPTAn P=Go US 74 BUSINESS
nd " to C 1 08 1) ROCKINGHAM-- --P S o
�e l aASPHALT ` \ �/ K\ lz•F�` _ / T L. Forme St at T f n tYtil T Iriy
DEFL. BE CELL 1 CELL 2 \ �` 3e` IRF , / Dd. Track 590, Pg. 296 > # NC ; ate
/ Rerisio
\ \ — f VICINITY MAP
I�I�I�I�iE
CONCRETE AREA
SECTION B - B
(DEFLECT RUNOFF TO CELL 1) \
I
1
I II I i
CONTAINMENT BIN FOR ADMIXTURE TANKS:
3 TANKS - 4' DIA., 5 FT HIGH
1 TANK - 6' DIA., 5 FT HIGH
VOLUME OF TANKS:
(3 EA.) X (2-2) X (3.14) X (5) = 188.5 CU. FT.
(1 EA.) X (3^2) X (3.14) X (5) = 141.4 CU, FT.
TOTAL = 329-9 CU. FT.
*TANKS ARE NEVER FULL
SIZE CONTAINMENT BIN:
(20) X (10) X (2-5) = 500 CU. FT.
THE BIN WILL BE CONSTRUCTED OF MASONRY CONCRETE
BLOCKS ON A CONCRETE PAD AND WILL BE PLASTERED
WITH SURWALL MORTAR. THERE WILL BE MIN. OF A 2"
RELEASE PIPE WITH VALVE SO SPILLS OR STORM WATER
CAN BE DRAINED FROM THE BIN. ANY SPILL WILL BE
DRAINED TO A CONTAINMENT TANK AND WILL BE
DISPOSED OF IN AN APPROVED MANNER. THE MATERIAL
SAFETY DATA SHEET (MSDS) WILL BE USED. SPILLS
WILL BE REPORTED TO THE LOCAL E.P.A. IN RICHMOND
COUNTY.
NOTES:
-CELL 1: HOLDS 820 CU. FT. OF WASTE WATER AND
SETTLEMENT BEFORE SPILLING INTO CELL 2&3-
-MAXIMUM 1,800 GALLONS OF WATER FROM WASH
OUTS PER DAY.
-DAILY- WASH FROM BATCH APPROX. 300 GALLONS.
-WATER FROM BATCH AREA DRAINS TO CELL 1.
-CELL 1 WILL BE PUMPED WHEN SETTLEMENTS ARE 6"
THICK AND CARRIED TO APPROVED DISPOSAL AREA.
-CELL 1 WILL BE CHECKED WITH A MEASURING ROD
WEEKLY OR MORE OFTEN IF NEEDED.
-SETTLEMENT WILL BE FINE AGGREGATE, COARSE
AGGREGATE AND CEMENT.
WASTE WATER:
WASTE WATER WILL CONSIST OF WATER, AGGREGATE,
CEMENT, FLY ASH AND A VERY SMALL PERCENTAGE
OF CONCRETE ADDITIVES; I.E. (AIR ENTRAINMENT,
RETARDER)
LINE
B ING
DISTANCE
LT
41-47' 3'
103.82
L2
S 57(1'1'26 E
136.4
L3
S '49' E
165
L4
1 65' '53"
3.92
L5
iS 7714r5X E
29.25
\ T.L. S 8�3�„ OLD DEPRESSED ROAD BED OUTFALL #1) MAIN SITE OUTFALL (INTERMITENT STREAM)
Dder Q0. Allen OUTFALL #2) MINOR OUTFALL - TO BASIN #2 (SHEET 3 OF 4)
Brothers
t3
9 5 2c�6 BJB3 OUTFACE #3) MINOR OUTFACE - TO BASIN #1 (SHEET 3 OF 4)
it ct II \ Timber Co. OUTFALL #4) OUTFALL (OLD ROAD BED) - NOT DISTURBED
Dd. 769, OUTFALL #5) EAST OF DRIVE - TO BASIN #4 (SHEET 3 OF 4)
\ `\ 1 S ` IP pg. 161 OUTFALL #6) DRAINAGE AREA #3 - TO BASIN #3 (SHEET 3 OF 4)
rFA
Bulk Head 71392 `h` 7756'00' E
29LEGEND:
IPF
P. STORAGE s OGREGp TE I S ! T E T T A L -- , Ou�Ajt _ EXISTING CONTOURS — - — - —
\ DELI ATEO Ck PlLE 5. 47 A \ ES 1 �� "OT DIS7fj� 4 PROP. CONTOURS
\ �•T4 y
LOA@I N.G BIN p Bulk Leo
GGREG \
N {APPROX QC.) StOCK PILE CONVEYOR
14 MATERIAL BINS u e ! ~ I
60 GALST. lk N iJ/IIMiI`
\ WATF ANK Ne0d B rot
m RAMP ---lone Vaccum Timber -
\ EA -BAG HOUSE ` Dd. 76$, \
\`\ Pg. 161
XTURE 000a 50, IRS \ y�ili�l 1ff!!r!/
TANKS 54 S BS00'13' W 2
IRS
9p� BATCH [SOUSE . i 6 - 1n _
C at / Lon 594
N '57.36'
V' 4 I 1
FOR 3 # En
rn
N \ ` 4 m� CONCRETE AREA:
1 �i� �,0 3 sed ♦��~
/ 0.256 ACRES AREA 5
SEE SHEET 4 OF 4
S_ ti
^E \ 80 40 0 1 10 6
-D FLECTEON
HER h
� -�E DE A
"4p 1 Cr — 80 FEET ,
r r \
f� IEEE a �
Ova $ CELL 2 w CELL . BEING i-
`acc BUILT TER SITE PLAN
Zoos/2oo� HILDRETH REDI-MIX #2
FLECTI RICHMOND CO.,NC.
-
J r
l
W22 7t 450.54 - � -
- _ 1SEPI
—
vr_siENGINEERING GROUP
�-L��E------------
JU -S
-----------------.-+i+cA�r- �4-{s�--�- -----
751A L INDEPN R B AR SUITE 122
ATE HEYISpNu CHROTTE.OTH COEINR 28227
R/W VARIES ` ` EXIST. 4'X6' RCBc TEL:[phone]M
6/20 CORRECTIONS MADE As PER °wG
8/2-9 CORRECTIONS MADE AS PER OWC DR WW.CaTE. FlF SUI MTE: FRC.ECiNWBER.
` 9/9 CORRECTIONS MADE AS PER Owc 3/10/2008 EN07.OD6.00
1/77/05 CORRECTIONS MADE AS PER LETTER DRA"NBY' CHECK By. SGLESHEET
TRS 1'=80' 1 OF 4

i
i
" i 1
-
`II
\ \ ` OLD DEPRESSED Ra BED
4
\\ ,
OLD oEaREsseo ROAD em 5 1
a
1 NOT TO SCALE j
.81 Acres ! '
I , f
Drainage Area
C
Ares
r 1}
I I
Drainage Area 3 11111 y y '
r ' 1.32 Acres
/ rl
o
rainage Area I I
/ re 1
c�
UNDISTUROED CnC,
_
1
,
LEGEND
dd/�d/I/dd/. 1.32 ACRES
0.256 ACR
0.34 ACRE
"""""""" 0.81 ACRES!
N,. , GARn
CKM

S
\ •� J �/ W=5' WN.
` TEMP, DIVERSIONS - PRACTICE 6.20 CROSS-SECTION 12- MIN OF NCOOT #5
Y / NOT TO SCALE
OR f57 WASHED STONE
TE]nORARt SflxMIXT TRAP- T- 1.5' MIN.
DE510N COTEFO Ak
3600 ar Fl / AM \�� OLD DEPRESSED RO BED �BASE�
DRAWASE
EA 4 5 AC. 'LS' MAX
VOIES) 1�� r
MIN,
xl BFELE WUN
F I I -I I BAFFLE N.
,� PM K: eAETLE US 74 BUSINESS
613� OIS,U1t®) FILTER ROCKINGHAM -�
ABW
PLAN VIAREEW
91
A 01D DESIGN SETTLED TOP OVERFILL 6' FOR
21" MIN. � VICINITY MAP
\ - T.L. Forme ,
IRF / Dd. 590, Pg. 296 (k.LS
Tract
LI S OF / NOTE: L-VARIES (4' MIN) BY-PASS
1
III!BY-PASS 6'
DISTURBANCE PLEASE R17ER TO j - BELOW
T.L. \` S _ NCESCPDW SECTION i6.63 SETTLED TOP
�• RR ACCITIONAL DESIGN 2' TO 3.5• LEGEND
` Fa er , \ �,�� OLD DEPRESSED ROAD BED SKCIFrATIONS REGARDING �+3 of DAM
Dd. 5 ` \ �' Allen TEMPORARY SEDIMENT \'k ��� 7B`� Brothers TRAPS, NATURAL (72WNQ TEMP. SILT FENCE
g 2g6 ` Ell FABRIC x-7 rn . NOT TO SCALE
it Ct II LIMITS OF Timber CO. ❑ATA BLOCK TEMP. DIVERSION
DISTURBANCE Dd. 76 Pg. 161
1
{ _ AREA 1 = 0.8 ACRE - S �' � IPF
- •�
OMITS OF DISTURBANCE ----
0�6` tit r-"-• •'•' ��jr:°va,�•*
IPF
Una rp ` - _ SEAT- U
3) - TEMPORARY SEDIMENT TRAP W/ ROCK DAM „"')
co
AREA 2 - 1.85 ACRES `GRAB - NARRATIVE �j' Its . o
PROJECT DESCRIPTION: i {� JCS ao
SAMPL REDI-MIX CONCRETE PLANT LOCATED IN RICHMOND COUNTY, N.C. BONG APPROX. A 5.5 ACRE SITE LOCATED JUST EAST OF ROCKINGHAM. N.C., EAST ():� +i13 itlla TH S. I BUSINESS.
THERE IS MINOR SITE GRADING. J 4iitFll
SITE TOTAL AREA= { n7 \ SITE DESCIPTION: J'tl+ita;9,101,
\ ` 5.47 ACRES \ { Brothers \ SLOPING TOPOGRAPHY WITH SLOPES LESS THAN 2% IN THE NORTH TO SLOPES OF 101 IN THE SOUTH. THE SITE IS BORDERED IN THE NORTH BY AN OLD DEPRESSED ROAD BED. IN THE SOUTH BY
\ _ AN INTERMIITANT STREAM AND SLOPES TO THE EAST TO A DRAIN. THERE I5 NO OFF -SIZE QRAINAGE TO THE SITE A5 ALL DRAINAGE FROM THE NORTH IS INTERCEPTED BY THE OLD DEPRESSED
` ROAD BID. THERE IS NO INDICATION OF ANY MAJOR EROSION ON THE SITE. THE SITE WAS PREVIOUSLY TIMBERED.
Timber % ADJACENT PROPERTY:
`{ Dd. 76LAND
USE IN THE VICINITY IS RESIDENTIAL AND COMMFRgA1L THE LAND TO THE WEST, NORTH AND EAST IS RESIDENTIAL AND WOODED. THE LAND i0 THE SOUTH IS THE R/w OF U.S. 74
DISTURBED AREA=
1 Pg. 61\ S01lS USINESS. PROPERTY TO THE WEST CONTRIBUTES RUNNOFF TO THE INTERMITTANT STREAM ON THE SOUTH.
4.13 ACRES (TOTAL) >�
` THE SOLS ARE GENERALLY CLASSIFIED AS AILEY-WAKULA-GANDER. THE SOILS HAVE A 'K' OF 0.10 AND ARE GROUPED AS 'A' SOILS. THE SOILS ARE WELL DRAINED. IT 15 ANTICIPATED FROM
IRS THE SOILS EXPOSED, THEY SHOULD NOT HAVE A HIGH DEGREE OF EROSION. NO GROUND WATER IS ANTICIPATED.
` 9 ` PLANNED EROSION Ak SFTIIMFNT CONTROI PRA(',TI(FS
IRS Y 1) TEMP. GRAVEL ENTRANCE/OaT - PRACTICE 6.06
,59 WILL BE PLACED AT THE S.E. CORNER. AS THERE IS VERY LITTLE GRADING, THERE SHOULD BE NO NEED FOR A TIRE WASH AREA.
2) SILT FENCE (SEDIMENT) - PRACTICE 6.62
` 594 i SEDIMENT FENCE WILL BE PLACED ON THE NORTH, WEST AND SOUTH TO CONTROL SHEET FLOW AND TO KEEP SILT FROM LEAVING THE SITE,
3) TEMP. SEDIMENT TRAP WITH ROCK DAM - PRACTICE 6.63
AREA 3 = THERE WILL BE FOUR SEDIMENT TRAPS INSTALLED AS NOTED BELOW. - SEE INFORMATION BELOW -
'� \ ° " \ _ 1.32 ACRES 4) TEMP. 01V£RSIONS - PRACTICE 6.20
3 WILL TEMP. SEDIMENT TRAP W/ ROCK DAM 1 TEMP. DIVERSONS LL BE USED TO DIVERT RUNOFF TO TEMP. SEDIMENT TRAP W/ ROCK DAM.
SWALE I • 5) PERMANANT SEEDING - PRACTICE 6.11
FOR PERMANANT SEEDING USE TABLE 6.11T. ALL PERMANANT SEEDING SHALL BE WITHIN 2 WEEKS OF EXPOSURE i0 EROSION.
CONCRETE AREA: I 12,11 L 6) TEMP. S,T ING - PRACTICE 6.10
_ (A USE TEMP. SEEDING FOR COASTAL PLAINS. 80 140
/ 0.256 ACRES AREA 5 � No
SEE SHEET 4 OF 4 aI " TEMPORARY SILT FENCE BAFFLES TO BE POROUS MATERIAL SUCH
` ARE - _ �O NOT TO SCALE AS 700 G/M2 COIR EROSION BLANKET
31m r9sr r MA
SEE DE A I LIMITS OF
IT ! ° ' I DISTURBANCE GRAPHIC SCALE
LIMITS OF
DISTURBANCE \ GR R 4 d°"'"� 80 CID 0 80 160
SAM F -_
Qu23 Al,
_ GRAEI 5s - 1 INCH = 80 FEET
PLE
DESIGN OF TRAP. QIVFRSroIvs -ALL (THIS 5 MOST SEVERE CASE) 3 STORM DRAINAGE PLAN
UNDiSTUR D �'�` �'°" ER051ON Z SEDIMENT CONTROL PLAN
USE 01a =8.33 CFS
NORMAL DEPTH; Z(avq)-AR-.667 ; Z(rq)=(On 1.49�) ; Z(a")-Z(req)
Z(req)-(Qn)/(1.49Ja )=(8.33)(0.022)/(1,49)( 0.044 )=0.584
n=0.022 EARTH, STRAIGHT UNIFORM
s-4.40X
(B)
BOTTOM
WIDTH
(�)
DEPTH OF
WATER
(A)
AREA OF
WATER
(P)
WETTED
PERIMETER
(R)
HYDRAULIC
RPDRIS
Z(-9)
3
0.15
0.54
4.24
0.13
,136 (SHALLOW)
3
0.50
2.50
7.12
0.36
1.24 (DEEP)
3
0.30
1.26
4.90
0.25
0.51 (OK)
USE 0.30 DEPTH OF WATER. OK
MM, PERMITTED UNPROTECTED SOIL VELOCITY-5.0 1t/sec:
V-O/A-(B.33)/(1.26)=6.6 ft/sec
NEED TEMP. LINER
SHEAR STRESS-T-YCs-(62.4)(0.30)(0.044)=0.82
USE TEMP. UNER STRAW W/ NET ON ALL TEMP. ONERSIONS
\ F O 389.03
MP. VEL
./EXIT-
W22 4fJ0.54
A'F- �4-{$�5�--� ------------WEST t�raE ------
GRAB
IV VARIES \fin SAMPLE
19Ap MO,
ORMNAM
rn
ODRMor
RT
GW
FEET]
(%MT)
M= Fr.
0= Fr.
(so -Fr.)
4 rr.
DEFM )(I=
n
t
"I
0.61
3.04
29f6
3390
1325
1352
1.2
2.5
2.1
4
1.5
5
7
2
1:!
195
4.94
6550
6720
3025
32D0
110
6
13
5
7
3
132
132
093
4752
67M
3MD
37D0
1.0
2.1
6
15
5
7
4
034
034
11L
1224
1309
560
595
1.1
2.2
4
13
5
7
NO.
L
W
D
NDTE5
IR
BAFFLES
2fi
2.5
W 3 BAFFLES
2
40
W 3 BAFFLES
3
2.l
W 3 BAFFi.ES
2.2
W 3 BAFFLES
R1T1lFAwL HIDRETH REDI-MIX ##2
ROCKINGHAM, RICHMOND CO., NC.
1M,b a! yarr 4 M19M Y n ev aF 6amMc slonr r a E P I
aA>F ENGINEERING GROUP
75M E. 5/20 CORRECTIONS MADE AS PER DWG CHARLOTTE, NORTH CAROLIUA 26227a
6/25 CORRLCT;0N5 MADE AS PER O r. TEL �774-W
9/9 CORRECTIONS MADE AS PER DWG aw"A- r M rnoe Rl48EF!
/27 CORREC11ONs MADE AS PER LETTER 3/1 /2006 EN07.o06.00
O AN. cicac1n. scxe, SHEET
TRS 1'-BO' 3 OF 4

WASTEWATER CALCULATIONS
SHEET 4 of 4
TOP OF WALL = 592.3
3-6"0 HOLES
ELEV. = 586.6
CELL 2 TO CELL
�3 fia MORO
pELEEV.V. HOLES
1I = 590.4
DETAIL A NOTE: CHAINLINK FENCE TO INSTALLED AROUND
CELL 3 WITH POSTED SIGNS
24'�
TOP OF WALL = 590.1
NOTE:
AS OF JANUARY 2009, CELL 3 IS UNDER
3795 FT' OF
CONSTRUCTION AWAITING NCDENR APPROVAL
STOARGE
BEFORE COMPLETION.
WITH 1.0 FT' OF
FREEBOEARD
38.5'
WATER ELEVATION =
STEPS
589.1
NOTE:
BOTTOM POOL -
63
ACCUMULATELL
CELL I INT:
---SEL
TOP OF WALL = 592.35
SETTLEMEOR 300 CU. FT. WHICHWILL
WET WELL 3X3X.5
BE PUMPED OUT AND CARRIED TO AN
APPROVED WASTE SITE IN RICHMOND COUNTY
OR ANSON COUNTY. THE SETTLEMENT WILL
wart R -
589.1ROD.
BE CHECKED EACH WEEK WITH A MEASURING
FU�
POOL;
3-6"0 HOLES
588.s
40 ELEV. = 588.18
e0cuments
CELL I
L-
586.E
A
C
r ed S rmwat r pe
Chan ' CCOrd w these oCu me is
by CaTicna
r�TOP OF WALL = 58
a .e �tQ .� t. N
N UUF ipg no ucr n;
pl n d :a d co
t rule 15A C C
ItY rt 0 with the
09th t
00
TOP OF WALL =
592.3
TOP OF WALL
= 590.1 P
.
U )
14.Of
Da
Y
NC
Wa r
5h t #
Re
Ion Dale
N TS
WASTE WATER CAL.CUGA TONS
_
RUNOFF AREA
5 rSEE SHEET 1 OF 4)
CALCULATIONS: INDUSTRIAL
PROCESSES WILL USE 75 GAL. PER WASHOUT.
THE ESTIMATED 24 TRUCKS DAILY X 75
GAL. WILL EQUAL
IMPERVIOUS
AREA X WASTE WATER
RUNOFF
1800 GAL.
OF WASTE WATER TO CELL 1
OR 240 CU. FT.
1) 16 X 43
= 688 S0. FT.
2) 38 X 50 = 1900 SQ. FT.
CELL 1 AND CELL 2
3} �8 zss X 50 = 2575 SQ, FT.
2.5 X 40.0 X 11,67 = 1167 CU. FT. EACH CELL 1 & 2
2.5 +0.0- X 14.0 X 11.67 = ZU EACH CELL 1 & 2 4) 28 X 65 = 1820 SQ. FT.
2 1371 CU. FT. EACH CELL 1 & 2 5) 3t3Z X 6 = 195 SO, FT,
_X2. 2
2742 CU. FT. CAPACITY CELL 1 & 2 6) 5 X 60 = 2010 SQ. FT.
7) 24 X 82 = 1968 SO. FT.
CELL 3 11156/43560 = 0.256
23.0 X 38.5 X 5.5 = 4870 CU. FT. CAPACITY CELL 3
TOTAL CAPACITY CELL 1-3 = 7612 CU. FT. (WITH 1 FT. FREE BOARD)
TOTAL DRAINAGE AREA= 0.256 ACRES
RUN OFF VOLUME - SCS METHOD
CN (IMPERVIOUS)
S (IN)
La (IN)
98
0.20
0.04
RAINFALL P= 6.59 INCHES http: //hdsc.nws,noaa.gov/hdsc/pfds/orb/nc-pfds.html
Long.: N37'57.36'
Q= 6.50 INCHES Lat.: N79'48.03'
RUNOFF = 6035 CU. FT. STORAGE REQUIRED FOR 25 YR 24 HR RAIN EVENT
USE: 6041 CU. FT.
3) MAXIMUM AMT. IN CELLS PRIOR TO 25 YR 24 HR RAIN EVENT
CELL 1= 1.58 X 40.0 X 11.67= 738 CU. FT.
0.79 X 8.9 X 11.67=-5Z CU. FT.
820 CU. FT.
*INCLUDES 300 CU. FT. SETTLEMENT = (0.5 FT.)
QELL__Z
aL" 0.50 X 23.0 X 38.5= 443 CU. FT
6.50"= 0.541 FT.
0.541 X 11156 SF= 6036 CU. FT
6036 CU. FT. STORAGE REQUIRED
FOR 25 YR 24 HR RAIN EVENT
USE 6041 CU. FT.
THE TOTAL CAPACITY OF THE THREE CELLS
HAVE TO EQUAL 7304 CU. FT. + 1FT. FREE BOARD
1263 CU. FT. = TDTAL 1N CELLS PRIOR TO RAINFALL EVENT.
6041 CU. FT. = FOR RAINFALL EVENT.
7304 CU. FT. = MINIMUM CAPACITY REQUIRED.
CELL ONE WILL HOLD 6150* GALLONS OF WASTE *INCLUDES SETTLEMENT
WATER BEFORE SPILLING INTO CELLS 2 &3
ALL WATER IN CELL TWO DRAINS TO CELL THREE TOTAL GAL. 9,473
IMMEDIATELY AS WATER GETS TO CELL TWO IN CELL 1 THROUGH 3
(9473 / 7.5 = 1,263'CU. FT.)
CELL THREE WILL HOLD 3323 GALLONS OF WASTE
WATER BEFORE PUMP ACTIVATES
TOTAL IN CELLS PRIOR TO RAINFALL EVENT = 1263 CU. FT.
NOTE: PUMP SET TO COME ON IN CELL 3 AS SOON AS 0.5 WATER IN CELL THREE
TO VERIFY ORIFICE SIZES:
Q 25 = 0.98 X 6.59 X 0.256 = 1.65 CFS
ONE 6" ORIFICE = Q = 0.0437 X 0.59 X (6)^2 0.92 - (6/24) = 0.79 X 3 = 2.37 CFS, WHICH ALLOWS EQUALIZATION
PLANS AND SPECIFICATIONS:
A) A 6000 GAL. STORAGE TANK IS BEING PLACED AS NOTED ON THE PLAN. THE WASTE WATER, ONCE IT HAS BEEN ALLOWED TO SETTLE IN CELL 1 WILL SPILL INTO CELLS
2 AND 3, WILL BE PUMPED TO THE STORAGE TANK AND THEN WILL BE USED IN THE TRUCK MIX OPERATION. APPROXIMATELY 35 GAL. OF WATER PER CUBIC YARD OF
CONCRETE WILL BE USED FOR THE TRUCK MIX OPERATION, A TYPICAL LOAD WILL BE 10 CUBIC YARDS; THEREFORE 350 GAL. OF WATER PER TRUCK WILL BE USED.
THE MAXIMUM LOADING RATE WIL BE 30 CUBIC YARDS PER HOUR WHICH WILL BE 1050 GAL. OF WATER PER HOUR. IN AN EIGHT (8) HOUR DAY OF PRODUCTION, THE
MAXIMUM YARDAGE WILL BE 240 CUBIC YARDS OF CONCRETE PRODUCED WITH 8400 GAL. OF WATER USED. THIS MEANS THE 6000 GAL. STORAGE TANK MAY NOT
SUPPORT ALL THE WATER USED; THEREFORE, A PUBLIC WATER SUPPLY WILLL SUPPLEMENT THE RECYCLE SUPPLY. SEE DESIGN CALCULATIONS IN "DESIGN CALCULATIONS
AND BASIS FOR RECYCLE SYSTEM" TO FOLLOW, THE WASTE WATER WILL RECYCLE THROUGH THE CELLS TO THE STORAGE TANK AT ALL TIMES.
AGGREGATE PILE IRRIGATION:
A) THIS OPERATION IS ELIMINATED AS WATER WILL BE ADDED, AS NEEDED, AT THE BATCHING OPERATION. MOISTURE TESTS WILL BE PERFORMED ON THE AGGREGATE A
MINIMUM OF TWICE A DAY TO DETERMINE THE NEED OF ADDED WATER IN THE' BATCHING OPERATION.
DESIGN CALCULATIONS AND BASIS FOR RECYCLE SYSTEM:
A) EACH WASHOUT WILL GENERATE AN AMOUNT OF WATER EQUAL TO 75 GAL. AND THIS 75 GAL. WILL GO INTO THE WASTEWATER BASIN WHICH WILL HOLD 820 CU. FT. (6150
GALLONS), OF WATER IN CELL 1 BEFORE IT SPILLS INTO CELL 2. 820 CU. FT. OF WATER WILL BE 6150 GALLONS OF STORAGE AREA IN CELL 1. THE ESTIMATED MAXIMUM
NUMBER WASHOUTS WILL BE 24 TRUCKS 11MES 75 GAL. WHICH WILL BE 1800 GAL. OF WATER GOING INTO CELL 1 OF THE BASIN. WHEN CELL_ 1 FILLS WITH 6150 GALLONS
IT WILL BEGIN TO SPILL INTO CELL 2 WHICH WILL BE ALLOWED TO ACCUMULATE ZERO INCHES OF WATER, OR ZERO GAL, AT WHICH TIME CELL 2 WILL SPILL INTO CELL 3,
BEFORE THE PUMP WILL ACTIVATE AND SEND THE WASTE WATER TO THE 6000 GAL. STORAGE TANK. THE WATER IN THE STORAGE TANK, SUPPLEMENTED WITH PUBLIC
WATER, WILL BE USED IN THE PRODUCTION PROCESS,
8) NO WASTEWATER WILL BE USED FOR SPRAY ON THE AGGREGATE STOCKPILES.
C) THE BASIN IS DESIGNED TO CONTAIN WATER FROM THE TRUCK WASH/LOAD OPERATION AND RUNOFF FROM A 25 YEAR, 24 HOUR STORM AND TO MAINTAIN A ONE FOOT
OF FREEBOARD, AT A MINIMUM, AT THE DESIGN OPERATION CONDITIONS,
D) THE DESIGN CALCULATIONS SHOW THE AMOUNT OF STORAGE 1N THE BASIN BEFORE THE 25 YEAR, 24 HOUR EVENT, AND THE AREA REQUIRED FOR THE 25 YEAR,
24 HOUR EVENT WITH ONE FOOT OF FREEBOARD, CELL 1 WILL BE THE CELL UTILIZED FOR THE SOLIDS TO SETTLE, WILL BE CLEANED OUT WHEN SIX INCHES OF
SETTLEMENT HAS ACCUMULATED. THE SETTLEMENT WILL BE PUMPED INTO A VEHICLE AND CARRIED TO AN APPROVED DISPOSAL SITE.
E) THE WASTE WATER WILL BE PUMPED TO THE 6000 GAL. STORAGE TANK FOR USE IN THE PRODUCTION OF CONCRETE.
pH ADJUSTMENT:
A) A CLOSED -LOOPED RECYCLE IS DESIGNED TO CONTAIN THE 25 YEAR, 24 HOUR STORM WITH ONE FOOT OF FREEBOARD UNDER DESIGN OPERATING CONDITIONS.

PROP. CONCRETE/ ♦\ ♦ ` i
CONCRETE AREA ASPHALT BERM \ `♦ `�\ �' —
`� `♦ 0LD DEPRESSED RO BED
It1 I IT I <o ��o♦♦
Ir
SECTION A — A
/01n/Y�( US 74 BUSINESS
[%"" �U ROCKINGHAM�
ASPHALT �\C2 T.L. Forme
DEFL. BERM CELL 1 CELL 2 \ ems.` IRF Did 590, Pg. 296
/ Traci MCINNN )MAP
3
E T.L.
�- `
I � OUTFACE NUMBERING
rtiL . 3 Bg: OLD DEPRESSED ROAD BED OUTFACE #1) MAIN SITE OUTFACE (INTERMlTENT STREAM)
CONCRETE AREA \ Dd 5Fo er 3/Allen OUTFALL #2) MINOR OUTFALL — TO BASIN #2 (SHEET 3 OF 4)
SECTION B — B ��` ie� Brothers OUTFALL #3) MINOR OUTFALL — TO BASIN #1 (SHEET 3 OF 4)
(DEF
LECT RUNOFF To CELL 1) - 296 \ T? ct II \ �� - Timber Co. OUTFALL #4) OUTFALL (OLD ROAD BED) — NOT DISTURBED
1 Dd- 769,
OUTFACE #5) EAST OF DRIVE — TO BASIN #4 (SHEET 3 OF 4)
+ _ Pg. 161 OUTFALL #6) DRAINAGE AREA #3 — TO BASIN #3 (SHEET 3 OF 4)
IPF
Bulk Headrt`�92 �� 29.2556'O°" E .
' I � Ace 1PF ^ � LEGEND: .
P. STORAGE S RECA TE pU� _ TO[_,)I TE T TA E _ EXISTING CONTOURS
CONTAINMENT BIN FOR ADMIXTURE TANKS: ` EL! ATED CK PILE �+or D/S7JR -
3 TANKS - 4' DIA., 5 FT HIGH z �'14 5.47 A . ES _ ♦ �R PROP. CONTOURS
Bulk Heo _
1 TANK - 6' CIA., 5 FT HIGH Ex LOA61i�G BIN AGGR \ —
VOLUME OF TANKS: l-� �� 1• (APPRO . QC.) STOCK p�LE CONVEYOR
`(3 EA.) X (2^2) X (3.14) X (5) = 188.5 CU. FT. N
60 GAL. �•14 :dATERIAL BINS en ♦ ~ ~ — I
(1 EA.) X (3 2) X (3.14) X {5} = 141.41CU. FT. \ Ik He \ N rot
rs
TOTAL = 329.9 CU. FT, \ WATE STANK RAMP Head -f'yclone Vaccum TimberCo. —
*TANKS ARE NEVER FULL w BAG HOUSE Dd. 769, \
SIZE CONTAINMENT BIN: �` - f Pg. 161 . \
(20) X (10) 'X (2.5) = 500 CU. FT. '' \ xrURE °pOO so- IRS \ ♦ '`�'11oill�s
THE BIN WILL -BE CONSTRUCTED OF MASONRY CONCRETE TANI<s s4 s saoo'1s' w 2 ` `�� �r f
BLOCKS ON A CONCRETE PAD AND WILL BE PLASTERED �' ��� E eK
IRS CEMENTS a -ice` \ «� F++ . � =
WITH SURWALL-MORTAR. THERE � WILL BE MIN. -._OF• -A -2" 9� ATCH HOUSE i6•7'
94
RELEASE PIPE WITH VALVE SO SPILLS OR STORM WATER _ ` Nat 5736 5 g a Q �, r" _
AL
CAN BE DRAINED FROM THE BIN. ANY SPILL WILL BE
DRAINED TO A CONTAINMENT TANK AND WILL BE r 9 .3'
3 ,,LDISPOSED OF IN AN APPROVED MANNER. THE MATERIAL roR SAFETY DATA SHEET (MSDS) WILL BE USED. SPILLS , CONCRETE AREA:io m
�
0.256 ACRES AREA 5.
WILL BE REPORTED TO THE LOCAL E.P.A. IN RICHMOND SEE SHEET 4 OF 4 +
COUNTY. r 0311r SCAILE'
+
D�FLEC IT 1 80 40 D D 6
NOTES: / -BEctroN 5.r.' _.
-CELL 1:. HOLDS 820 CU. FT. OF WASTE WATER AND •: EDE A
zww
SETTLEMENT BEFORE SPILLING INTO CELL 2&3. _41a I C -= 80 FEET I
-MAXIMUM 1,800 GALLONS OF WATER FROM WASH !! = r r r
OUTS PER DAY. 'j� 4l m"
-DAILY-WASH FROM BATCH APPROX. 34Q GALLON �,qk s `�`' gj T BEING
Al SITE PLAN
-WATER FROM BATCH AREA DRAINTO CEL—L 1. Cp` 2008/200� HILDRETH REDI--MIX #2
--CELL 1 WILL BE PUMPED WHEN SETTEEE� NE TS ARE 8" - \ ' on
RICHMOND CO. -,NC.
THICK _AND CARRIED TO APPROVED DISPOSAL AREA. - - J -
---CELL 1 WILL BE CHECKED WITH A MEASURING ROD - -- - \ �� F o asJ _ -
WEEKLY- OR MORE OFTEN 1F NEEDED.
LINE
Br' ING
DISTANCE
L1
31'4T 3"
103.82
L2
S 57' 1'26 E
136.
LZ
S ' 49' ' E
161
L4
` 65' '53"
.92
L5
/S 7 14'5 E
29.25
-SETTLEMENT WILL BE FINE AGGREGATE, COARSE
ss22 450•54
AGGREGATE AND CEMENT.
_
��-{8���-_�
---_______--
11"V ��1��--J.— �� — _
ENGINEERING GROUP
WASTE WATER:
—^
----_------- {} .--HfG-"AY
750E E. IIiDEPE7ICE BLVD., St11TE 122
WASTE WATER WILL CONSIST OF WATER, AGGREGATE,
--
R/W VARIES
EXIST.
\�
GATE REYMS S
4'x6' RCBG
8/25 CORRECTIONS MADE As PEA DWc
CHARLOTTE. NORTH CAROLINA 2E227
TEL'7047144M
CEMENT, FLY ASH AND A. VERY SMALL PERCENTAGE
8/25 CORRECTIONS MADE AS PER DWG
l>MWxG DarE
StRVEr OATS PROlECiHWPEiI
OF CONCRETE ADDITIVES; I.E. (AIR ENTRAINMENT,
��
9/g CORRECTIONS MADE As PER DWG
3/10/2DOa
EN07.006.00
RETARDER)
1I27 CORRECTIONS MADE AS PER LETTER
�^°'� BY:
CHECK In:
srAL.E: 51IF.Ef
TRS

i
/ l
OLD DEPRESSED RO 90
OLD OEPFir.SSED ROAD BED t 1
a
1 NOT TO SCALE
.81 Acresa '
1 111 '
r J '
/ mina e Area -
1 0
1 I \
1 1
! r \ t 1 t t
w
! \Drainage Area 3
1.32 Acres t t I
o
rainage Area o I !
,/ �-- -- - �ISTURBED W a _
i
t
r
p _
LEGEND
1.85 ACRES
d/I//�d/I/Ad/. 1.32 ACRES
0.256 ACRES
0.34 ACRES
0.81 ACRES

TEMP, DIVERSIONS - PRAC_FICE _6.20_ � fR05S-SECTION 12• MIN Of NCOOT 05 W-5' MIN.
NOT TO SCALE 11:5PORA" SEDIMM TRW OR #57 WASHED STONE T= 1.5' MIN. Y
\ DESW cm1ERw
_ 35M OU FT / ICRE � � OLD DEPRESSED RO BED BASE pRA,E1Ar� +
d"
AREA C 5 AC. '1.' 5' MAX
H
4) T'b• T�- j.l= LOw TO s:, BAFFLE
f_ _
P - " 3&M BAFFLE-
_ _ �� US 74 BUSINESS
VOLUME PM W_ TER
rmow+m O1,1M) - - - FALBRIC ROCKINGHAM
... PL6N VIEW
IR Fr, - -
\\ O) UES(N SETTLED TOP OVERFILL 6' FOR
T,L. Forme z1- EON. � A9110ium
IRE / Dd- 590, Pg. 296 (. '� F` VlCINNT )MAP
Tract
\ \� LI S OF / T NOTE: L-VAwEs (4 MN.) BY-P� e-
` DISTURBANCE I PLE&SE REFER m BELOW
T.L. \ `� S �� I N SEMM /6.63 2' TO 3.5 SETTLED TOPLEGENp
BOLD DEPRESSED ROAD BED FOR AD4TTDNAL DESIGN GF DAMFO er 7a1=Allen TEMP ��sEnM c - .- .. - NATURAL GROUND
REM- pzlil-
\bd. 5 Brothers TRAPS.FILTER FAERIC =r TEMP. SILT FENCE �--�-
`�� 296 / B! Tt Ct II LIMITS OF Timber Co. DATA BLOCK NOT TO SCALE TEMP. DIVERSION
DISTURBANCE " \ `�� Pg. 161 k'
V \ d • _ -AREA 1 = 0.8 ACRE !PF s B*'s
7256'00' E '
LIMITS OF DISTURBANCE ----
GO
29.25
�./ OU _ � _ I d• �
` I �� J) �� `` TEMPORARY SEDIMENT TRAP W/ ROCK DAM
01 1®ayAg�
AREA 2-�.85 ACRES 'GRAB - HTC DESCRIPTION: +poi ,g9 9�',D'�SzS
- / I SAMPL •1 REDI-MIX CONCRETE PLANT LOCATED W RICHMOND COUNTY, N.C. BEING APPROX- A 5.5 ACRE SITE LOCATED JUST EAST OF ROCKINGHAM. N.C., EAST C - �13f TH .i 7 BUSINESS.
_ THERE IS MINOR SITE GRADING. - 0
SITE TOTAL AREA= ` \en \ 97ESLOPING TOPOGRAPHY WATH SLOPES LESS THAN 2Z IN THE NORTH TO SLOPES OF lox IN THE SOUTH. THE SITE 1S BORDERED u4 THE NORTH 9Y AN OLD D f R OADBED. IN THE SOUTH BY
5.47 ACRES \ Br0s I AN INTERMITTANT STREAM AND SLOPES TO THE EAST TO A DRAIN. THERE IS NO OFF -SITE DRAINAGE TO THE SITE AS Ali DRAINAGE FROM THE NORTH IS INTERCEPTED BY THE OLDDEPRESSED
ROAD BED. THERE IS NO INDICATION OF ANY MAJOR EROSION ON THE STE. THE SITE WAS PREVIOUSLY TIMBERED.
TimbO. ADJACENT PROPERTY:
DISTURBED AREA= `� Dd. 769, LAND USE IN THE VICINITY IS RESIDENTIAL AND COMMERCIAL THE LAND TO THE WEST, NORTH AND EAST IS RESIDENTIAL AND WOODED. THE LAND TO THE SOUTH IS THE R/W OF U.S. 74
Pg. 161 SUSNESS. PROPERTY TO THE WEST CONTRIBUTES RUNNOFF TO THE INTERMITTANT STREAM ON THE SOUTH_
0 4.13 ACRES (TOTAL) j Sol)-&
` THE SOILS ARE GENERALLY CLASSFIED AS AILEY-WAKULA-CANDER- THE SOILS HAVE A W OF 0.10 AND ARE GROUPED AS 'A• SOILS. THE SOILS ARE WELL DRAINED. IT IS ANTICIPATED MOM
IRS \ THE SOILS EXPOSED. THEY SHOULD NOT HAVE A HIGH DEGREE OF EROSON- NO GROUND WATER IS ANTICIPATED. '
_ 1 \ PI ANNED FROSiON h SEDIMENT COMMOOl. PRACRCES: -
- ` ` 1) TEMP. GRAVEL ENTRANCE/O0T - PRACTICE 6.06
IRS 59 Q_ _ _ WILL BTHERE
E PLACED AT THE S.E. CORNER. AS'THERE t5 VERY LITTLE GRADING. ERE SHOULD BE NO NEED FOR A TIRE WASH AREA. .
c� _ - �r - I _ 2) SILT FENCE (SEDIMENT) - PRACTICE 6.62
-594 I o , SEDIMENT FENCE WILL BE PLACED ON THE NORTH. HEST AND SOUTH TO CONTROL SHEET FLOW AND TO KEEP SILT FROM LEAVING THE SITE.
3) TEMP. SEDIMENT TRAP WITH ROCK DAM - PRACTICE 6.63
'- AREA 3 = J THERE WILL BE FOUR SEDIMENT TRAPS INSTALLED AS NOTED BELOW: - SEE INFORMATION BELOW - TEMP. SEDIMENT TRAP W/ ROCK DAM
1.32 ACRES
4) TEMP. DIVERSIONS - PRACTICE 6.20
` TEMP. DIVERSIONS WILL BE USED TO DIVERT RUNOFF TO TEMP. SEDIMENT TRAP W/ ROCK DAM. NO. L W D NO S
I • 5) PERMANANT SEEDING - PRACTICE 6-11
r11 FOR PERMANANT SEEDING USE TABLE 6.11T. ALL PERMANANT SEEDING SHALL BE WITHIN 2 WEEKS OF EXPOSURE TO EROSION.
CONCRETE AREA: I y 6) TEMP. SEEDING - PRACTICE 6.10
/ 0.256 ACRES AREA 5 USE TEMP. SEEDING FOR COASTAL PLAINS
�W SEE SHEET 4 OF 4 0l a TEMPORARY SILT FENCE BAFFLES TO BE POROUS MATERIAL SUCH
1 ARE _ NOT TO SCALE AS 700 G/M2 COIR EROSION BLANKET
4 SEE DE A I LIMITS OF GRAPHIC SCALE
LIMITS OF DISTURBANCE
GR R 4 80 40 0 80 160
DISTURBANCE SAM E
2 fi3L 3 A E
GRAPLE \ ` 1 INCH = 80 FEET
H STORM DRAINAGE PLAN
DESIGN TEMP. rnVERsloNs ALL 1h115 CAM 3 , ,
UNDISTUR D r� _ 5,m�' �"°�` - EROSION &SEDIMENT CONTROL PLAN
USE 0ro-6.33 CFs ` HIDRETH REDI-MIX #2
NORMAL DEPTH: Z(avg)-AFr.667 ; Z(mq)-(an 1.49�) ; Z(m,9)-Z(req) - I F 0 389.03' _ 1 �, E,,,c ' Fm s
2(regJ-(aI17/(1.+sr)-(e.33)(D.o22)/(1.49){ 0.04+ )-a.564 MP. VEL s k _� ROCKINGHAM, RICHMOND CO., NC.
I,-a922 EARTH. STRA6;HT UNIFOPoJ - - � � �
6-4.40s . /EXIT
(B)
BOTMM
WIDTH
M
OEM OF
WATER
(A)
AREA OF
WATER
(P)
WETTED
PERIMETER
HYDaIa C
RADIUS
Z(avq)
3
0.15
0.54
4.24
0.13
,136 (SHALLOW)
3
0.50
2.50
7.12
0.36
1.24 (DEEP)
3
0.30
1.26
4,90
0.25
0.51 (10K)
„jAp N0.
GRANE/,E
�MOMAREA
DENUDED)
o-
CLFAKUr
aErxeE (Fr-)
N
W-M
L
(FEET!
T
(FEET)
W
ice)
Y
(FEED
urge FT.
ax6c FF.
50 F7.
so Fr
I
0-01
0.6E
3.04
2916
3360
13M
1352
1.2
2.5
4
13
5
7
2
,25
us
6.94
6660
6720
3025
m m
,A
2.1
6
is
5
7
_ 3
Im
1-32
6.93
47S2
6720
3020
32DO
1.0
it
6
11
5
. 7
4
034
034
Imm
1224
1300
360
.!1
1.1
v
4
t3
5
7
©E:f6amF�I©
f��ci♦
�ilnL!+7®vcii���
88'22w 450.54
___ _ __ r
w tNOI K s1w a 190l E rop +Auvm 1Rp{ wo w<+s>m{ S - - -� e�7ara� -1uffiaa wajSEP1�„� pamkwl EN(�NE�tING GROUP
MAY- -7-4- - - PER
7506 E INOEPENCENCE TLVD., SUTE122
USE 0.30 DEPTH OF WATER. OK GRAB o/20 CORRECTIONS mADE AS 6/25 CORREMORIS MADE AS PER OWS ITL-7
VARIES �� SAMPLE LaTre ���� 262n
T$ 76E-7,448m
MAX. PERMITTED. UNPROTECTED SOIL VELOCITY-5.0 (1/sec: - GTE PROTECT E41.wE12
YV- /A-((6.33)/V26)=fib rt/sec CI� 9/6 CORRECRONS MADE AS PER OwG
` f / /77 CORRECTIONS MADE AS PER LETTER 3/1/2006 Tnm rNI6. 1D
' ` J I Pl41YNH{: C�ltt: i64F:

WASTEWATER CALCULATIONS SHEET -4 " f 4
DETAILA NOTE: CHAINLINK FENCE TO INSTALLED AROUND
CELL 3 WITH POSTED SIGNS
TOP OF WALL = 592.3
3-6"0 HOLES
ELEV. = 586.6�%
CELL 2 TO CELL 3
3-6"0 HOLES
ELEV. = 590.4
TOP OF WALL = 592.3
WAS TE WA MT CA L CULA T/ S
4'
3795 FT' OF
STOARGE
WITH T.0 FT, OF
FREEBOEARD
WATER ELEVATION - 38.5'
589.1
BOTTOM POOL -
= i22` j ..
FH--
r VAjXRWATER -
POOL ••
585.6 BOTTOM 40
r•' POOL -
i" CELL 1 sees`
• CELL
TOP OF WALL = 590.1
-STEPS
STOP OF WALL = 592.35
`~-WET WELL 3X3X.5
3-6" =HOLES
ELEV 58$:1'1
TOP OF WALL = 590.1
-TOP OF WALL = 590.1
14.0±
CALCULATIONS: INDUSTRIAL PROCESSES WILL USE 75 GAL. PER WASHOUT.
THE ESTIMATED 24 TRUCKS DAILY X 75 GAL. WILL EQUAL
1800 GAL, OF WASTE WATER TO CELL 1 OR 240 CU. FT.
CELL-1 AND CEI„
14
-. X- 40.0 X 11.67 1167 CU. FT. EACH CELL 1 & 2
+0.0 X 14.6 11.67 = 2a EACH CELL 1 & 2
2 1371 CU. FT. EACH CELL 1 & 2
�S2
2742 Cu. FT. CAPACITY CELL 1 & 2
CELL 33
23.0 X 38.5 X 5.5 = 4870 CU. FT. CAPACITY CELL 3
i. TOTAL CAPACITY CELL 1-3 - 7612, CU. FT. (WITH 1 FT. FREE BOARD)
2) @ASIN VOLUME_ REQUIRED FOR_25 YEAR ?4„GAIN EVENT ( ROCKINGHAM. NC)
TOTAL DRAINAGE AREA= 0.256 ACRES
RUN OFF VULUME - SC5 METHOD
CN IMPERVIOUS
S (IN)
La (IN)
98
0.21)
0.04
RAINFALL P= .6.59 INCHES http: //hdsc.nws.n000.gov/hdsc/pads/orb/nc-pfds.html
---�- Long.: N37'57.36'
Q= 6.50 INCHES Lot.: N79'48.03'
RUNOFF = 6035 CU. FT.. STORAGE REQUIRED FOR 25 YR 24 HR RAIN EVENT
USE: 6041 CU. FT.
MAXIMUM AMT, IN CELLS PRIOR-TO-25 YR 24 HB,,,,BAIE EVENT -
N TS
NOTE:
AS OF JANUARY 2009, CELL 3 IS UNDER
CONSTRUCTION AWAITING NCDENR APPROVAL
BEFORE COMPLETION.
NOTE:
CELL 1 WILL ACCUMULATE 0.5 FEET OF
SETTLEMENT; OR 300 CU. FT. WHICH WILL
BE PUMPED OUT AND CARRIED TO AN
APPROVED WASTE SITE IN RICHMOND COUNTY
OR ANSON COUNTY. THE SETTLEMENT WILL
BE CHECKED EACH WEEK WITH A MEASURING
ROD.
ZAPPROVSK
z' •in j� ►•
1) 16 X 43 - 688 SQ. FT.
2) 38 X 50 = 1900 SQ. FT,
3) 38+65 X 50 a 2575 SO. FT.
2
4) 28 X 65
= 1820 SQ. FT.
5) �,32X 6
= 195 SO. FT.
6) 324-35 X 60 2010 SO. FT.
2
7) 24 X 82
= 1966 SO. FT.
11156/43560 = 0.256
6.50"= 0,541 FT.
0.541 X 11156 SF= 6036 CU. FT
6036 CU. FT. STORAGE REQUIRED
.FOR 25 YR 24 HR RAIN EVENT
\/ USE 6041 CU. FT.
THE TOTAL CAPACITY OF -'THE THREE CELLS
HAVE TO EQUAL` 7304 CU! FT. + 1 FT. FREE BOARD
1263 CU. FT. = TOTAL IN CELLS PRIOR TO RAINFALL EVENT.
6041 CU. FT. = FOR RAINFALL EVENT.
7304 CU. FT. = MINIMUM CAPACITY REQUIRED.
1.58 X 40 0 X 11.67= 738 CU. FT.
�L� _-•- - �� t15
CELL ONE WILL HOLD 4T!!0* GALLONS OF WASTE
0.79 11.67=3Z CU. FT. WATER BEFORE SPILLING INTO CELLS 2 &3 ��, *INCLUDES SETTLEMENT
820 CU. FT.
' *INCLUDES 300 CU. FT.. SETTLEMENT = (0.5 FT.) TOTAL GAL. 9,473
ALL WATER IN CELL TWO DRAINS TO CELL THREE IN CELL 1 THROUGH 3
IMMEDIATELY AS WATER GETS TO CELL TWOcj,
{9473 / 7.5 = 1,263 CU. FT.}
CELL 3= 0.60 X 23.0 X 38. '- 443 CUB FT. CELL THREE WILL HOLD 3323 GALL&IS 9F WASTE
WATER BEFORE PUMP ACTIVATES ( (,
TOTAL IN CELLS PRIOR TO RAINFALL EVENT ='1263 CU.
NOTE: PUMP SET TO COME ON IN CELL 3 AS SOON AS 0.5 WATER IN CELL THREE `Ck� a/Y7W�t(.adt't �VA4� Lf�
TO VERIFY ORIFICE SIZES:
Q25= 0.98 X 6.59 X 0.256 = 1.65 CFS
ONE 6" ORIFICE = Q = 0.0437 X 0.59 X (6)" 2 JO.92 -- (6/24) = 0.79 X 3 = 2.37 CFS, WHICH ALLOWS EQUALIZATION
PLANS AND SPECIFICATIONS:
A) A 6000 GAL. STORAGE TANK IS BEING PLACED AS NOTED ON THE PLAN. THE WASTE WATER, ONCE IT HAS BEEN ALLOWED TO SETTLE IN CELL 1 WILL SPILL INTO CELLS
2 AND 3, WILL BE PUMPED TO THE STORAGE TANK AND THEN WILL BE USED IN THE TRUCK MIX OPERATION. APPROXIMATELY 35 GAL. OF WATER PER CUBIC YARD OF
CONCRETE WILL BE- USED FOR THE TRUCK MIX OPERATION. A TYPICAL LOAD WILL BE 10 CUBIC YARDS; THEREFORE 350 GAL. OF WATER PER TRUCK WILL BE USED.
THE MAXIMUM LOADING RATE WIL BE 30 CUBIC YARDS PER HOUR WHICH WILL BE 1050 GAL. OF WATER PER HOUR. IN AN EIGHT (8) HOUR DAY OF PRODUCTION, THE
MAXIMUM YARDAGE WILL BE 240 CUBIC YARDS OF CONCRETE PRODUCED WITH 8400 GAL. OF WATER USED. THIS MEANS THE 6000 GAL. STORAGE TANK MAY NOT
SUPPORT ALL THE WATER USED; THEREFORE, A PUBLIC WATER SUPPLY WILLL SUPPLEMENT THE RECYCLE SUPPLY. SEE DESIGN CALCULATIONS IN "DESIGN CALCULATIONS
AND BASIS FOR RECYCLE'SYSTEM" TO FOLLOW. THE WASTE WATER WILL RECYCLE THROUGH THE CELLS TO THE STORAGE TANK AT ALL TIMES.
AGQREGAj6 PILE IRRIGATION:
A) THIS OPERATION IS ELIMINATED AS WATER WILL BE ADDED, AS NEEDED, AT THE BATCHING OPERATION, MOISTURE TESTS WILL BE PERFORMED ON THE AGGREGATE A
MINIMUM OF TWICE A DAY TO DETERMINE THE NEED OF ADDED WATER IN THE BATCHING OPERATION.
DESIGN CALCULATIONS AND BASIS FOR RECYCLE SYSTEM:
A) EACH WASHOUT WILL GENERATE AN AMOUNT OF WATER EQUAL TO 75 GAL. AND THIS 75 GAL, WILL GO INTO THE WASTEWATER BASIN WHICH WILL HOLD 820 CU. FT. (6150
GALLONS), OF WATER IN CELL 1 BEFORE IT SPILLS INTO CELL 2. 820-CU. T. OF WATER WILL ,BE 6150 GALLONS OF STORAGE AREA IN CELL 1. THE ESTIMATED MAXIMUM
NUMBER WASHOUTS WILL BE 24 TRUCKS TIMES 75 GAL: WHICH WILL BE 18 GAL. OF WATER GOING INTO CELL 1 OF THE BASIN. WHEN CELL 1 FILLS WITH 6150 GALLONS
IT WILL BEGIN TO SPILL INTO CELL 2 WHICH WILL BE ALLOWED TO ACCUMUL TE ZERO INCHES OF WATER, OR ZERO GAL. AT WHICH TIME CELL 2 WILL SPILL INTO CELL 3,
BEFORE THE PUMP WILL ACTIVATE AND SEND THE WASTE WATER TO THE 6000 GAL. STORAGE TANK. THE WATER IN THf_ STORAGE TANK, SUPPLEMENTED WITH PUBLIC
WATER, WILL BE USED IN THE PRODUCTION PROCESS.
B) NO WASTEWATER WILL BE USED FOR SPRAY ON THE AGGREGATE STOCKPILES.
C) THE BASIN IS DESIGNED TO'CONTAIN WATER FROM THE TRUCK WASH/LOAD OPERATION AND RUNOFF FROM A 25 YEAR, 24 HOUR STORM AND TO MAINTAIN A ONE FOOT
OF FREEBOARD, AT A MINIMUM, AT THE DESIGN OPERATION CONDITIONS.
D) THE DESIGN CALCULATIONS SHOW THE AMOUNT OF STORAGE IN THE BASIN BEFORE THE 25 YEAR, 24 HOUR EVENT, AND THE AREA REQUIRED FOR THE 25 YEAR,
24 HOUR EVENT WITH ONE FOOT OF FREEBOARD. CELL 1 WILL BE THE CELL UTILIZED FOR THE SOLIDS TO SETTLE, WILL BE CLEANED OUT WHEN SIX INCHES OF
SETTLEMENT HAS ACCUMULATED. THE SETTLEMENT WILL BE PUMPED INTO A VEHICLE AND CARRIED TO AN APPROVED DISPOSAL SITE.
C) THE WASTE WATER WILL BE PUMPED TO THE 6000yy.� GAL. STORAGE TANK FOR USE IN THE PRODUCTION OF CONCRETE,
pH ADJUSTMENT` . it P �
A) A CLOSED -LOOPED RECYCLE IS DESIGNED TO CONTAIN THE 25 YEAR, 24 HOUR STORM WITH ONE FOOT OF FREEBOARD UNDER DESIGN OPERATING CONDITIONS.