NCG140380_MONITORING INFO_20150724

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT N0.
Jy 631111
0 "
DOC TYPE
❑HISTORICAL FILE
MONITORING REPORTS
DOC DATE
❑ r;r 0 J 5 b
YYVYMMDD

SMARTER TODAY
GREEYERTOMORROW�
July 14, 2015
Attn: Central Files
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Storm Water Discharge Monitoring
S. T. Wooten Corporation
Goldsboro Concrete, NCG140380
Dear Sir or Madam,
IV
r-EJ
JUL 2 4 2015
CENTRAL FILES
DWR SECTION
S. T. Wooten did not discharge any water from our property in 2015, and period 4.
Sincerely,
S. T. Wooten Corporation
James Washburn
Environmental Compliance Manager

SMARTER TODAY
`GREENER TOMORROW
July 14, 2014
Attn: Central Files
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Storm Water Discharge Monitoring
S. T. Wooten Corporation
Goldsboro Concrete, NCG 140380
Dear Sir or Madam,
RECEIVED
JUL 18 Z914
CEDS
WQIBOG
S. T. Wooten did not discharge any water from our property in 2014, and period 4
Sincerely,
S. T. Wooten Corporation
James Washburn
Environmental Compliance Manager

SMARTER TODAY
k�
S�E?l�un��'n C�ui'E�rn;alli�ii
GIRIEAE4N
GREENER TOMORROW)
April 28, 2014
Attn: Central Files
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Storm Water Discharge Monitoring
S. T. Wooten Corporation
Goldsboro Concrete, NCG140380
Dear Sir or Madam,
RECEIVED
APR 2 9 2014
CENTRAL FILES
DWQ184G
S. T. Wooten did not discharge any water from our property in 2014, and period 3.
Sincerely,
S. T. Wooten Corporation
/' (/0/ d -
Tames Washburn
Environmental Compliance Manager

SITE DATA:
i
I
1
I
I
LOT AREA: 19.8 ACRES±
SPECIAL/CONDITIONAL 6.6 ACRES±
USE PERMIT AREA:
DISTURBED AREA: 8.4± ACRES
PIN: 2680868084
2680873645
i
!
I
NOTE: THIS PLAN SHEET IS INTENDED TO
SHOW LOCATION OF RECYCLED WATER
BASIN AND GRADING IN THE VICINITY OF
THE BASIN AND SWALE ONLY.
i
I
I
1
1
I
I
1
I
BARTLETT
( IN FEET )
1 inch = 100 ft.
SE ENGINEERING & SURVEYING, PC
20100�
1906 NASH STREET NORTH TELE: [phone]
=Po� WILSON, N.C. 27893-1726 FAX: [phone]
c�T S. B � EMAIL: info®bartletteng.com
11hu 1111000
FA
lz
SPRING
BRANCH
CANAL
DATE: PROJECT: 07-335
APRIL 2008 CLIENT CODE: STW
CADFILE: 07335SP 1
OVERALL SITEDRAWN IELD BOOK:
S.T.� � SCALE: } „ = 1 OO' SURVEY BY: CEP
TB, JB
US HIGHWAY 70 WEST GOLDSBORO, NC '— REVISIONS: DETAIL ELEV. 04/02/08
DENR 05/28/08
DENR 09/30/08
LOCATION! MAP
SCALE 1 "=1000'
FORK TOWNSHIP
NORTH CAROLINA
PIN # 2680868084
WAYNE COUNTY
ZONE:
SHEET RB1
P:\_CADD\_LANDPROJECTS\STW\07335\dwg\07335REC2.dwg 11/11/2008 9:57:05 AM EST
'8Q,x*/ '�-73 i/t/ a 7 -5 Al

BYPASS \
SWALE/DIVERSION SITE DATA:
LOT AREA: 19.8 ACRES±
SPECIAL/CONDITIONAL 6.6 ACRES±
X USE PERMIT AREA:
RIPRAP LINING ON SLOPE BYPASS SWALE/DIVERSION
f..... 8.4± ACRES
X 15" D50 STONE (2.95 ACRES)
0.
Iq 0
... .
t � DISTURBED AREA: 268086 084
I: n --_ / -
2680873645
USE MIN. 15"C50 RIPRAP LINING ON STEEP CHANNEL SLOPE
BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893-1726 FAX: [phone]
EMAIL: infoObartletteng.com
RECYCLED
WATER BASIN
LOCATION
BYPASS SWALE/DIVERSION
(2.95 ACRES)
FLOATING PUMP (TYP.)
l
Gy.
NOTE: THIS PLAN SHEET IS INTENDED TO y`� >o
SHOW LOCATION OF RECYCLED WATER
BASIN AND GRADING IN THE VICINITY OF r_z
THE BASIN AND SWALE ONLY.
aN Q�N
� 5
O�
OR.
0�
DRAINAGE AREA
FLOW ARROW LOCATION MAP
SCALE 1 "=1000'
PROPOSED CONCRETE
PROPOSED 8" CABC, 4" ASPHALT
STANDARD EROSION CONTROL NOTES:
THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE NPDES PHASE II
REQUIREMENTS. REQUIREMENTS INCLUDE, BUT NOT LIMITED TO THE FOLLOWING:
1. IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP
A COPY OF THE PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL
NPDES GENERAL PERMIT.
2. PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND
ANY OTHER PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS.
DISPOSE OF SPENT FLUIDS APPROPRIATELY.
3. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE
FEDERAL INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH
LABEL RESTRICTIONS.
4. CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE
SO THAT NO ADVERSE IMPACT TO WATER QUALITY OCCURS.
5. INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN
CALENDAR DAYS (TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGE TO
STREAMS ON THE LATEST EPA —APPROVED 303(d) LIST) AND WITHIN A 24—HOUR
PERIOD OF ANY STORM EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A 24—HOUR
PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP RECORD OF THE RAINFALL
AMOUNTS AND DATES.
6. OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS,
SUSPENDED SOLIDS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND
EVALUATE THE EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL
MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED AREA, TAKE IMMEDIATE
ACTION TO CONTROL THE DISCHARGE.
\ 7. KEEP A RECORD 'OF THE INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND
OUTSIDE THE DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE
\ SEDIMENT. MAKE THESE RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY
\ OR ITS AUTHORIZED AGENT UPON REOUEST.
\ 8. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THE OPERATING
EFFICIENCY AT OPTIMUM AND MAINTAINED AT MINIMUM 50% CAPACITY.
\ 9. EARTH BERMS ON SEDIMENT TRAP AND DIVERSIONS TO BE STABILIZED WHEN
\ INSTALLED.
\ 10. GROUND COVER ON ALL SLOPES TO BE ESTABLISHED WITHIN 15 WORKING DAYS
\ \ OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER.
\ 11. GENERAL CONTRACTOR WILL KEEP THE STREET AT THE CONSTRUCTION ENTRANCE
/ CLEAN.
GENERAL NOTES:
SILT FENCE TO BE INSTALLED AS SHOWN ON PLANS OR AS
i DEEMED NECESSARY BY VISUAL OBSERVATION.
LOCATION, QUANTITY AND PLACEMENT OF DRAINAGE PIPES AND EROSION CONTROL
DEVICES MAY VARY TO BETTER CONFORM TO FIELD CONDITIONS.
STORM DRAINS TO BE INSTALLED AS SOON AS POSSIBLE WITH PROPER INLET PROTECTION.
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL
ENCROACHMENTS & PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS.
CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UTILITIES 48 HOURS MINIMUM
PRIOR TO EXCAVATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO
NCDOT OR CITY RIGHT—OF—WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
EXCAVATION AND GRADING PLAN NOTES:
CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES
ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR
CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS
REQUIRED TO MATCH FINISHED GRADES.
UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
DISPOSED OF OFF —SITE BY CONTRACTOR, AT AN APPROVED PERMITTED LOCATION.
BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED
BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE
PROJECT. LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS
UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION.
STRUCTURAL FILL:
ALL NEWLY PLACED STRUCTURAL FILL OR BACK FILL SHOULD BE COMPACTED TO NOT LESS THAN 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY EXCEPT IN THE FINAL FOOT BENEATH PAVEMENT STRUCTURES
WHERE THE REQUIREMENT SHOULD BE INCREASED TO 98% OF THE PROCTOR MAXIMUM DRY
DENSITY. IT IS NOT ANTICIPATED THAT EITHER DIFFICULT EXCAVATION OR GROUND WATER WILL BE ENCOUNTERED
FOR CUT DEPTHS UP TO 15 FEET ON THIS SITE. ALTHOUGH THE SOIL APPEARS TO BE WELL SUITED FOR
REUSE AS STRUCTURAL FILL, IT SHOULD BE RECOGNIZED THAT CLAY SOILS ARE SENSITIVE TO MOISTURE;
AND THEREFORE, IT IS RECOMMENDED THAT EARTHWORK BE PERFORMED DURING THE DRIER
MONTHS OF THE YEAR. THE CONTRACTOR SHOULD BE PREPARED TO MOISTURE CONDITION THE SOILS AS
NECESSARY IN ORDER TO IMPROVE THE EFFICIENCY OF THE COMPACTING OPERATIONS AND EFFORTS.
OFFSITE BORROW / TRENCH BORROW:
OFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW PLASTICITY �PI LESS THAN 25 AND LL LESS THAN 50)
AND SHALL BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FILL IN 8 TO 10" LOOSE LIFTS AND COMPACT TO
95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698. THE MOISTURE CONTENT OF THE
SOIL SHOULD BE MAINTAINED WITHIN ± 3 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT
DETERMINED BY THE SAME TEST. OFF —SITE BORROW MATERIAL TO BE OBTAINED FROM A PERMITTED SOURCE.
EXISTING CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE CONDITIONS
AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
POSSIBLE CLARIFICATION OR RECONCILIATION.
CONSTRUCTION SAFETY:
THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY
SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
DATE: PROJECT: 07-335
APRIL 2008 CLIENT CODE: STW
CADFILE: 07335SP 1
FIELD BOOK;
S.T.
SCALE: 1 = 30� DRAWN
SURVEBY: CETeP JB
- US HIGHWAY 70 WEST GOLDSBORO, NC — REVISIONS: DT4I_ ELEV, 04/02/08
DENR 05/28/08
DENR 09/30/08
FORK TOWNSHIP
NORTH CAROLINA
PIN # 2680868084
WAYNE COUNTY
ZONE:
SHEET R81 A
P:\—CADD\—LANDPROJECTS\STW\07335\dwg\07335REC2.dwg 11/11/2008 9:57:05 AM EST
tf '

i
TOP / WALL_
EV. = 102'-0"
FINISH GRADE
101'-0" MAX.
CONT. WATER —STOP
TOP / SLAB
ELEV. = 97'-0"
0
PH MONITORING
AND CONTROL
SYSTEM ROOM
RECYCLED WATERLINES FOR
EQUIPMENT WASHDOWN VIA
YARD HYDRANTS (TYP.)
N
General Notes:
I. Design Criteria:
1. Building Code .................................................... 2002 NC State Building Code
2. Design Loads:
a) Slab
Loads.......................................................................................................... ... H2O
II, Foundations:
1. Foundation design is based on a presumptive allowable soil bearing pressure of
2000 psf.
2. Slab shall bear on 4" of compacted, porous fill. Provide vapor barrier
between porous fill and earth,
III. Structural Concrete:
1. Concrete shall hove a minimum 28—day compressive strength of 3000 psi,
unless noted otherwise.
2. Concrete shall be normal —weight and shall have a maximum unit weight of
145 pcf, unless noted otherwise.
3, Reinforcing steel shall conform to ASTM A615, Gr60, including ties and stirrups.
4. Minimum concrete cover shall be as follows, unless noted otherwise:
a) Unformed surfaces in contact with the ground .................... "
b) Formed surfaces exposed to earth or weather .................................. 2"
c) Formed surfaces not exposed to earth or weather ........................... 1 1 /2"
5. Plumbing, mechanical, and electrical (PME) drawings shall be referred to for
drains, sleeves, outlet boxes, conduit, anchors, etc. The various trades are
responsible for placing their respective items.
IV. Miscellaneous:
1. No opening shall be made in any structural member without written approval
of the Structural —Engineer —of —Record.
2. No change in size or dimension of structural members shall be made without
written approval of the Structural —Engineer —of —Record.
3. The contractor is responsible for limiting the amount of construction loads
applied to the structural framing. Construction loads shall not exceed the
design capacity of the framing at the time the loads are applied.
4. Do not scale these drawings; use dimensions.
GRAPHIC SCALE
io o s io zo ao
RECYCLE BASIN
LAP
SPLICE AND 90° HOOK SCHEDULE
BAR
SIZE
LAP (In.)
90' HOOK
(In.)
TOP BARS*
OTHER BARS
#3
22
17
6
#4
29
22
8
#5
36
28
10
( IN FEET )
1 inch = 10 ft.
0.5, 1 34'-0" 1 15'-0"
#5 @ 1'-0" O.C.,
EACH WAY
DOWEL AT EACH VERT. — MATCH
SIZE AND SEE SCHED. FOR LAP
AT TOP / HOOK AT BOTT.
#4 @ 1'-0" O.C., EACH
WAY, TOP & BOTT. (TYP.)
5
1I /
SECTION
3/4" = V-0"
2.0'
r'" GRADE
00.0')
* "Top Bars" refers to horizontal reinforcing
placed with more than 12 in. fresh concrete
cost below the reinforcing.
REINFORCING BAR
LAP & HOOK SCHEDULE
0.5' 0.5'
TOP / WALL TOPL WALL
ELEV. = 102'-0" ELEV. = 102'—V'
FINISH GRADE #5 @ 1'-0" O.C., FINISH GRADE #5 @ 1'-0" O.C.,
101'-0" MAX. EACH WAY OIL 101'-0" MAX. EACH WAY
• • 2.0'
i
,DOWEL AT EACH VERT. — MATCH OWEL AT EACH VERT. — MATCH
SIZE AND SEE SCHED. FOR LAP SIZE AND SEE SCHED. FOR LAP
• AT TOP / HOOK AT BOTT, ' AT TOP / HOOK AT BOTT.
CONT. WATER —STOP #4 @ 1'-0" O.C., EACH CONT. WATER —STOP #4 @ 1'-0" O.C., EACH
WAY, TOP & BOTT. WAY, TOP & BOTT.
TOP / SLAB • TOP / SLAB
ELEV. = 37'-0" • • ELEV.= VARIES
2 SECTION_
3/4" = 1'-0"
3 SECTION
3/4" = 1 '-0"
DATE:
````CLIENT''. PROJECT: 07 STW
BARTLETT
APRIL 2008 CADFILE: 07335SP1
ENGINEERING & SURVEYING, PC RECYCLE BASIN SCALE: DIRAWNBBYY: CEP
10 10' SURVEY BY. TB, JB
f; 1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893-1726 FAX: [phone] -- S. US HIGHWAY 70 WEST — REVISIONS: DETAIL ELEV. 04/02/08
B EMAIL: infoQbartletteng.com F"NR
05/0/08
4 SECTION
3/4" = 1 ' —0"
FORK TOWNSHIP
NORTH CAROLINA
PIN # 2680868084
WAYNE COUNTY
ZONE:
SHEET R82
':\—UAOU\—LANUI'KOJtCIS\STW\07335\dwg\07335REC2,dwg 11/11/2008 9:57:05 AM EST
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