20140334 Ver 1_More Info Received_20160510

Ground Stabilization Requirements per NCG01
Site Area Description
Stabilization Time
Stabilization Time
Frame
Frame Exceptions
Permimeter dikes,
7 days
None
swales, ditches and
INSTALL GRAVEL CATTLIE FEEDING PAD.
slopes
_
SEE DETAIL 2, SHEET 5.12
REFRESH AND LEAVE CONSTRUCTION
High Quality Water
7 days
None
(HQW) Zones
FINISH GRADE AND SEED PA TURE
Slopes Steeper than
7 days
If slopes are 10' or less
3:1
-' BRE CH AN DRAIN POND PF
length and are not
steeper than 2:1, 14
days are allowed
Slopes flatter than
14 days
7 days for slopes >
3:1
than 50' in length
All other areas with
14 days
None (except for
slopes < 4:1
perimeters and HQW)
Extensions of time may be approved by the permitting authority
based on weather or other site-specific conditions that make
compliance impracticable.
REFRESH AND LEAVE CONSTRUCTION
TO STRFIA[vl CONSTRUCTI
o
- - I
STAGING/STOCKPI LE AREA
371 p
SPREAD EXCAVATED POND MATERIAL AS DIRECTED 4.S
- - _ WITHIN TEMPORARY CONSTRUCITON EASEMENT AREA.
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BREACH AND DRAIN POND PRIOR 40 STREAM CONSTRU ION. J
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FINISH GRADE AND SEED PASTURE - -
AREAUPON DEMOBILIZATION.
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ING/ST i KP\LE AREA aoi/3o1+ I I / I
INSTALL GRAVEL CATTLE FEEDING L /
PAD ALONG EXISTING FENCE. OL _
SEE DETAIL2/SSHHEET 5.12 `ID REIDS�I
REFRESH AND LEAVE CONSTRUCTION
ENTRANCE U_ PON DEMOBILIZATION\
J T \
I
I \ &S29
PREVENT OVERLAND SEDIMENT FROM REACHING
EXISTING/PROPOSED STREAM. ADD ADEQUATE MEASURES
(E.G. STRAW WATTLES/ SILT FENCE) AS NEEDED.
f:FNIFR41 Mf1TFC
4.7
\� I 0' 300' 600' 900'
I(HORIZONTAL)
FRIENDSHIP CHURCH RD
NQY I
I I I I
- I I I
C
o u TCEIL00 EXI ING GRAVEL DRIVEWYAY TO BE USED FOR CONSTRUCTION ACCESS.
KEEP DRIVEWAY OPEN AND PASSABLE AT ALL TIMES FOR LAND OWNER.
PROVI ANP AND S READ GRAVEL AND SMOOTH OUT DRIVEWAY UPON DEMOBILIZATION.
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CONSTRUCTION TRAFFIC SHALIL STAYo° EXISTING ROCK PILE TO BE I
/ CLOSE TO EXISTING WO DLINE. USED FOR STREAM CONSTRUCTION.
4.6 >
o
o 4.2
STAGING/ TOCKPILE AREA, BORROW AREA,
o AND CONSTRUCTION ROAD SHALL BE PREPARED 4 moo I o° 305100 0°■
AND SEEDED UPON DEMOBILIZATION. I `T'� CTAGING/STO�KPILE AREA - CY
AREA 3
ISI
CEILOD
4.5
POTENTIAL BORROW AREA
OF(
oa s
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4.3
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Y
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AREA 2
I 4.4
1. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL COMPLY WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
2. CONTRACTOR SHALL DISTURB ONLYAS MUCH CHANNEL BANK AS CAN BE STABILIZED WITH TEMPORARY SEEDING, MULCH, AND EROSION
CONTROL MATTING BYTHE END OF EACH WORKDAY.
3. CONTRACTOR WILL INSTALL PUMP -AROUND SYSTEMS TO DIVERT FLOW WHILE WORKING IN LIVE, FLOWING CHANNELS. CONTRACTOR SHALL NOT
REMOVE PUMP -AROUND SYSTEMS AND ADVANCE TO THE NEXT WORK AREA UNTIL THE CURRENT WORK.AREA IS COMPLETED AND STABILIZED. IF
FLOWS NOT SUFFICIENTATTHE TIME OF CONSTRUCTION TO CAUSE SEDIMENTATION TO DOWNSTREAM WATERS, PUMP -AROUND OPERATIONS
WILL NOT BE REQUIRED. IN THESE CASES, ROCK SILT CHECK DAMS WILL BE INSTALLED NEAR THE DOWNSTREAM EXTENT OF THE WORK AREA FOR
THE CURRENT PHASE. CONTRACTOR SHALL TAKE MEASURES NECESSARY TO ENSURE THAT STORM FLOWS DO NOT DAMAGE WORK AREAS OR
CREATE SEDIMENTATION OF AQUATIC HABITAT.
4. LOCATIONS FOR STAGING, STOCKPILE AREAS, AND STREAM CROSSINGS HAVE BEEN PROVIDED. ADDITIONAL OR ALTERNATIVE STAGING AND/OR
STOCKPILE AREAS AND STREAM CROSSINGS MAY UTILIZED BY THE CONTRACTOR PROVIDED THAT ALL PRACTICES COMPLY WITH THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND ARE APPROVED BY DESIGNER PRIOR TO IMPLEMENTATION.
5. VEGETATION LOCATED ON SITE TO BE USED AS TRANSPLANT MATERIAL (JUNCOS, ALDERS, SMALL TREES, AND SOD MATS) SHALL NOT BE
DISTURBED UNTIL CONTRACTOR IS PREPARED TO INSTALL TRANSPLANTS.
6. CONTRACTOR SHALL NOT EXCEED THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS.
7. VARIOUS TYPES OF CONSTRUCTED RIFFLES AND CASCADES ARE SPECIFIED ON THE PLANS. CONTRACTOR WILL BUILD THE SPECIFIC TYPES OF
CONSTRUCTED RIFFLES AT LOCATIONS SHOWN ON THE PLANS. CHANGES IN TYPE MUST BE APPROVED BY THE DESIGNER.
8. TOPSOIL WILL BE HARVESTED TO THE EXTENT THAT IT IS ENCOUNTERED IN DEPTHS SUFFICIENT TO WARRANT THE EFFORT. CONTRACTOR WILL BE
PAID ONCE TO HARVEST AND ONCE TO APPLY TOPSOIL.
9. FERTILIZER AND SOIL AMENDMENT IS DISCUSSED IN THE PERMANENT SEEDING SPECIFICATION. LIME AND FERTILIZER WILL BE APPLIED TO ASSIST
WITH GRASS ESTABLISHMENT IN SOME OR ALL DISTURBED AREAS. THE LIMITS OF APPLICATION WILL BE DETERMINED BY THE DESIGNER IN THE
FIELD.
10. LEAF LITTER WILL BE HARVESTED FORM ADJACENT WOODED AREAS AND APPLIED TO THE PROJECT SITE. THE CONTRACTOR WILL BE PAID BASED
ON AREA OF COVERAGE. THE CONTRACTOR WILL BE EXPECTED TO HARVEST LEAF LITTER UNTIL SUPPLY HAS BEEN EXHAUSTED FROM REASONABLY
ACCESSIBLE AREAS ADJACENT TO THE SITE.
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CONSTRUCTION SEQUENCE
1. THE CONTRACTOR SHALL COORDINATE WITH ENGINEER TO SETUP MEETING WITH REGIONAL (WINSTON-SALEM) NCDEQ OFFICE FOR PRE -CONSTRUCTION SEC MEETING.
2. CONTACT NORTH CAROLINA "ONE CALL" CENTER (1.800.632.4949) BEFORE ANY EXCAVATION.
3. MOBILIZE EQUIPMENT AND MATERIALS TO THE SITE.
4. IDENTIFY AND ESTABLISH CONSTRUCTION ENTRANCES STAGING AND STOCKPILE AREAS TEMPORARY ACCESS ROADS EROSION AND SEDIMENT CONTROL PRACTICES AND
STREAM CROSSINGS AS INDICATED ON THE PLANS FOR WORK AREAS.
5. SET UP TEMPORARY FACILITIES, LOCATE EQUIPMENT WITHIN STAGING AREAS, AND STOCKPILE MATERIALS NEEDED FOR THE INITIAL STAGES OF CONSTRUCTION WITHIN
STOCKPILE AREA(S).
6. INSTALL AND MAINTAIN ONSITE RAIN GAUGE AND LOG BOOKS FOR NPDES AND SEC PERMIT REQUIREMENTS.
7. CONSTRUCTION SEQUENCING SHALL BE DETERMINED BY THE CONTRACTOR AND THE CONTRACTOR SHALL PROVIDE A SCHEDULE TO THE ENGINEER PRIOR TO
COMMENCEMENT. PONDS SHOULD BE BREACHED AND DRAINED PRIOR TO STREAM CONSTRUCTION THROUGH SILT BAGS.
S. PERFORM ANY NECESSARY CLEARING AND GRUBBING IN PHASES AS WORK PROGRESSES. BANK VEGETATION AND VEGETATION IMMEDIATELY ADJACENT TO LIVE CHANNELS
SHALL BE LEFT UNDISTURBED AS LONG AS POSSIBLE.
9. A PUMP -AROUND SYSTEM IS REQUIRED WHEN WORKING IN THE LIVE STREAM. INSTALL IMPERVIOUS DIKES AT UPSTREAM AND DOWNSTREAM ENDS OF PUMP -AROUND
LOCATIONS. THE PUMP -AROUND OPERATION SHALL BE PERFORMED BETWEEN THESE DIKE LOCATIONS.
10. PERFORM EXCAVATION AND GRADING OF CHANNEL AND FLOODPLAIN.
11. STOCKPILE SOIL AS NECESSARY. ENSURE THAT EROSION AND SEDIMENT CONTROL PRACTICES ARE PROPERLY INSTALLED AND FUNCTIONING IN STOCKPILE AREAS AS SHOWN
ON THE EROSION AND SEDIMENT CONTROL PLAN (SEC PLAN).
12. CONSTRUCT IN -STREAM STRUCTURES AND INSTALL RIFFLE AND CASCADE FEATURES ACCORDING TO PLANS, DETAILS, AND SPECIFICATIONS AS CONSTRUCTION PROGRESSES.
13. SEED AND/OR SOD, MAT, AND MULCH BANKS AND FLOODPLAIN AREAS ACCORDING TO PLANS AND DETAILS.
14. ONCE DISTURBED AREAS AND EXPOSED SLOPES ARE STABILIZED, REMOVE PUMP -AROUND SYSTEM, IF USED, AND PROGRESS TO THE NEXT PHASE.
15. BACKFILL ABANDONED CHANNEL SECTIONS WITH STOCKPILED SOIL. ALL NON-NATIVE, INVASIVE SPECIES SHALL BE TREATED AND/OR REMOVED FROM THE OLD CHANNEL
PRIOR TO BACKFILLING,
16. SEED AND MULCH OR SOD ANY BACKFILL SECTIONS BEFORE PROCEEDING TO NEXT PHASE.
17. ONCE ALL PHASES OF CHANNEL, FLOODPLAIN, AND WETLAND CONSTRUCTION ARE COMPLETE, PREPARE THE FLOODPLAIN FOR PLANTING PER THE SPECIFICATIONS.
18. REMOVE TEMPORARY STREAM CROSSINGS, STOCKPILE AREAS, AND EROSION AND SEDIMENT CONTROL PRACTICES.
19. APPLY PERMANENT SEED, MULCH AND VEGETATION IN THE FLOODPLAIN.
20. ENSURE THAT THE SITE IS FREE OF TRASH, DEBRIS, AND ANY LEFTOVER CONSTRUCTION MATERIALS PRIOR TO DEMOBILIZATION.
21. DEMOBILIZE GRADING EQUIPMENT FROM THE SITE.
22. SEED, MULCH AND STABILIZE STAGING AREAS AND STOCKPILE AREAS.
23. DEMOBILIZE ALL EQUIPMENT, OFFICES, BUILDINGS, AND OTHER FACILITIES ASSEMBLED ON THE SITE.
20�OF�,SS/p�fy
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ENTRANCE UPON DEMOBILIZATION.
FINI5H GRADEAFID SEEDASP TURF
AREA UPON D/EYOBILIZATION.
INSTALL GRAVEL CATTLIE FEEDING PAD.
_
SEE DETAIL 2, SHEET 5.12
REFRESH AND LEAVE CONSTRUCTION
SPREAD EXCAVATED POND
MATERIAL IN LOW AREA. -
ENTRANCE UPON DEMOS LIZATION.
FINISH GRADE AND SEED PA TURE
- AREA UPON DEMOBILIZATION.
_J
-' BRE CH AN DRAIN POND PF
TO STRFIA[vl CONSTRUCTI
o
- - I
STAGING/STOCKPI LE AREA
371 p
SPREAD EXCAVATED POND MATERIAL AS DIRECTED 4.S
- - _ WITHIN TEMPORARY CONSTRUCITON EASEMENT AREA.
I IIc
I I I /y�
BREACH AND DRAIN POND PRIOR 40 STREAM CONSTRU ION. J
I I II
I I
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I I
I I I
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4.11
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°07/37 Q I I I AREA 4
Zo�9 I
4.9
°O%e/i0�4.10
0�1
r' D°
O
`L i9 +00 - �_1a5 Ig X \o
FINISH GRADE AND SEED PASTURE - -
AREAUPON DEMOBILIZATION.
/\j I I
ING/ST i KP\LE AREA aoi/3o1+ I I / I
INSTALL GRAVEL CATTLE FEEDING L /
PAD ALONG EXISTING FENCE. OL _
SEE DETAIL2/SSHHEET 5.12 `ID REIDS�I
REFRESH AND LEAVE CONSTRUCTION
ENTRANCE U_ PON DEMOBILIZATION\
J T \
I
I \ &S29
PREVENT OVERLAND SEDIMENT FROM REACHING
EXISTING/PROPOSED STREAM. ADD ADEQUATE MEASURES
(E.G. STRAW WATTLES/ SILT FENCE) AS NEEDED.
f:FNIFR41 Mf1TFC
4.7
\� I 0' 300' 600' 900'
I(HORIZONTAL)
FRIENDSHIP CHURCH RD
NQY I
I I I I
- I I I
C
o u TCEIL00 EXI ING GRAVEL DRIVEWYAY TO BE USED FOR CONSTRUCTION ACCESS.
KEEP DRIVEWAY OPEN AND PASSABLE AT ALL TIMES FOR LAND OWNER.
PROVI ANP AND S READ GRAVEL AND SMOOTH OUT DRIVEWAY UPON DEMOBILIZATION.
I I
I � �D0 I o
00J.
JR`
N
c
CONSTRUCTION TRAFFIC SHALIL STAYo° EXISTING ROCK PILE TO BE I
/ CLOSE TO EXISTING WO DLINE. USED FOR STREAM CONSTRUCTION.
4.6 >
o
o 4.2
STAGING/ TOCKPILE AREA, BORROW AREA,
o AND CONSTRUCTION ROAD SHALL BE PREPARED 4 moo I o° 305100 0°■
AND SEEDED UPON DEMOBILIZATION. I `T'� CTAGING/STO�KPILE AREA - CY
AREA 3
ISI
CEILOD
4.5
POTENTIAL BORROW AREA
OF(
oa s
I s1 i
4.3
I
I
0
Y
I
AREA 2
I 4.4
1. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL COMPLY WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
2. CONTRACTOR SHALL DISTURB ONLYAS MUCH CHANNEL BANK AS CAN BE STABILIZED WITH TEMPORARY SEEDING, MULCH, AND EROSION
CONTROL MATTING BYTHE END OF EACH WORKDAY.
3. CONTRACTOR WILL INSTALL PUMP -AROUND SYSTEMS TO DIVERT FLOW WHILE WORKING IN LIVE, FLOWING CHANNELS. CONTRACTOR SHALL NOT
REMOVE PUMP -AROUND SYSTEMS AND ADVANCE TO THE NEXT WORK AREA UNTIL THE CURRENT WORK.AREA IS COMPLETED AND STABILIZED. IF
FLOWS NOT SUFFICIENTATTHE TIME OF CONSTRUCTION TO CAUSE SEDIMENTATION TO DOWNSTREAM WATERS, PUMP -AROUND OPERATIONS
WILL NOT BE REQUIRED. IN THESE CASES, ROCK SILT CHECK DAMS WILL BE INSTALLED NEAR THE DOWNSTREAM EXTENT OF THE WORK AREA FOR
THE CURRENT PHASE. CONTRACTOR SHALL TAKE MEASURES NECESSARY TO ENSURE THAT STORM FLOWS DO NOT DAMAGE WORK AREAS OR
CREATE SEDIMENTATION OF AQUATIC HABITAT.
4. LOCATIONS FOR STAGING, STOCKPILE AREAS, AND STREAM CROSSINGS HAVE BEEN PROVIDED. ADDITIONAL OR ALTERNATIVE STAGING AND/OR
STOCKPILE AREAS AND STREAM CROSSINGS MAY UTILIZED BY THE CONTRACTOR PROVIDED THAT ALL PRACTICES COMPLY WITH THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND ARE APPROVED BY DESIGNER PRIOR TO IMPLEMENTATION.
5. VEGETATION LOCATED ON SITE TO BE USED AS TRANSPLANT MATERIAL (JUNCOS, ALDERS, SMALL TREES, AND SOD MATS) SHALL NOT BE
DISTURBED UNTIL CONTRACTOR IS PREPARED TO INSTALL TRANSPLANTS.
6. CONTRACTOR SHALL NOT EXCEED THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS.
7. VARIOUS TYPES OF CONSTRUCTED RIFFLES AND CASCADES ARE SPECIFIED ON THE PLANS. CONTRACTOR WILL BUILD THE SPECIFIC TYPES OF
CONSTRUCTED RIFFLES AT LOCATIONS SHOWN ON THE PLANS. CHANGES IN TYPE MUST BE APPROVED BY THE DESIGNER.
8. TOPSOIL WILL BE HARVESTED TO THE EXTENT THAT IT IS ENCOUNTERED IN DEPTHS SUFFICIENT TO WARRANT THE EFFORT. CONTRACTOR WILL BE
PAID ONCE TO HARVEST AND ONCE TO APPLY TOPSOIL.
9. FERTILIZER AND SOIL AMENDMENT IS DISCUSSED IN THE PERMANENT SEEDING SPECIFICATION. LIME AND FERTILIZER WILL BE APPLIED TO ASSIST
WITH GRASS ESTABLISHMENT IN SOME OR ALL DISTURBED AREAS. THE LIMITS OF APPLICATION WILL BE DETERMINED BY THE DESIGNER IN THE
FIELD.
10. LEAF LITTER WILL BE HARVESTED FORM ADJACENT WOODED AREAS AND APPLIED TO THE PROJECT SITE. THE CONTRACTOR WILL BE PAID BASED
ON AREA OF COVERAGE. THE CONTRACTOR WILL BE EXPECTED TO HARVEST LEAF LITTER UNTIL SUPPLY HAS BEEN EXHAUSTED FROM REASONABLY
ACCESSIBLE AREAS ADJACENT TO THE SITE.
o� o
1.10 GF1
°oJl�3j
AREA 1
I
CE_
4
30J
I I
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LU __1
I
I
I
CONSTRUCTION SEQUENCE
1. THE CONTRACTOR SHALL COORDINATE WITH ENGINEER TO SETUP MEETING WITH REGIONAL (WINSTON-SALEM) NCDEQ OFFICE FOR PRE -CONSTRUCTION SEC MEETING.
2. CONTACT NORTH CAROLINA "ONE CALL" CENTER (1.800.632.4949) BEFORE ANY EXCAVATION.
3. MOBILIZE EQUIPMENT AND MATERIALS TO THE SITE.
4. IDENTIFY AND ESTABLISH CONSTRUCTION ENTRANCES STAGING AND STOCKPILE AREAS TEMPORARY ACCESS ROADS EROSION AND SEDIMENT CONTROL PRACTICES AND
STREAM CROSSINGS AS INDICATED ON THE PLANS FOR WORK AREAS.
5. SET UP TEMPORARY FACILITIES, LOCATE EQUIPMENT WITHIN STAGING AREAS, AND STOCKPILE MATERIALS NEEDED FOR THE INITIAL STAGES OF CONSTRUCTION WITHIN
STOCKPILE AREA(S).
6. INSTALL AND MAINTAIN ONSITE RAIN GAUGE AND LOG BOOKS FOR NPDES AND SEC PERMIT REQUIREMENTS.
7. CONSTRUCTION SEQUENCING SHALL BE DETERMINED BY THE CONTRACTOR AND THE CONTRACTOR SHALL PROVIDE A SCHEDULE TO THE ENGINEER PRIOR TO
COMMENCEMENT. PONDS SHOULD BE BREACHED AND DRAINED PRIOR TO STREAM CONSTRUCTION THROUGH SILT BAGS.
S. PERFORM ANY NECESSARY CLEARING AND GRUBBING IN PHASES AS WORK PROGRESSES. BANK VEGETATION AND VEGETATION IMMEDIATELY ADJACENT TO LIVE CHANNELS
SHALL BE LEFT UNDISTURBED AS LONG AS POSSIBLE.
9. A PUMP -AROUND SYSTEM IS REQUIRED WHEN WORKING IN THE LIVE STREAM. INSTALL IMPERVIOUS DIKES AT UPSTREAM AND DOWNSTREAM ENDS OF PUMP -AROUND
LOCATIONS. THE PUMP -AROUND OPERATION SHALL BE PERFORMED BETWEEN THESE DIKE LOCATIONS.
10. PERFORM EXCAVATION AND GRADING OF CHANNEL AND FLOODPLAIN.
11. STOCKPILE SOIL AS NECESSARY. ENSURE THAT EROSION AND SEDIMENT CONTROL PRACTICES ARE PROPERLY INSTALLED AND FUNCTIONING IN STOCKPILE AREAS AS SHOWN
ON THE EROSION AND SEDIMENT CONTROL PLAN (SEC PLAN).
12. CONSTRUCT IN -STREAM STRUCTURES AND INSTALL RIFFLE AND CASCADE FEATURES ACCORDING TO PLANS, DETAILS, AND SPECIFICATIONS AS CONSTRUCTION PROGRESSES.
13. SEED AND/OR SOD, MAT, AND MULCH BANKS AND FLOODPLAIN AREAS ACCORDING TO PLANS AND DETAILS.
14. ONCE DISTURBED AREAS AND EXPOSED SLOPES ARE STABILIZED, REMOVE PUMP -AROUND SYSTEM, IF USED, AND PROGRESS TO THE NEXT PHASE.
15. BACKFILL ABANDONED CHANNEL SECTIONS WITH STOCKPILED SOIL. ALL NON-NATIVE, INVASIVE SPECIES SHALL BE TREATED AND/OR REMOVED FROM THE OLD CHANNEL
PRIOR TO BACKFILLING,
16. SEED AND MULCH OR SOD ANY BACKFILL SECTIONS BEFORE PROCEEDING TO NEXT PHASE.
17. ONCE ALL PHASES OF CHANNEL, FLOODPLAIN, AND WETLAND CONSTRUCTION ARE COMPLETE, PREPARE THE FLOODPLAIN FOR PLANTING PER THE SPECIFICATIONS.
18. REMOVE TEMPORARY STREAM CROSSINGS, STOCKPILE AREAS, AND EROSION AND SEDIMENT CONTROL PRACTICES.
19. APPLY PERMANENT SEED, MULCH AND VEGETATION IN THE FLOODPLAIN.
20. ENSURE THAT THE SITE IS FREE OF TRASH, DEBRIS, AND ANY LEFTOVER CONSTRUCTION MATERIALS PRIOR TO DEMOBILIZATION.
21. DEMOBILIZE GRADING EQUIPMENT FROM THE SITE.
22. SEED, MULCH AND STABILIZE STAGING AREAS AND STOCKPILE AREAS.
23. DEMOBILIZE ALL EQUIPMENT, OFFICES, BUILDINGS, AND OTHER FACILITIES ASSEMBLED ON THE SITE.
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BRYAN DAVID HOPKINS
o° r PIN:8900-51-5378
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