20150519 Ver 1_More Info Received_20150622

Homewood, Sue
From:
To:
Cc:
Subject:
Ray Bode <rbode@eee'consukdngzom>
Monday, June ZZ'ZUl54:3lPK4
Homewood, Sue
Thomas, John T]RSAW
RE: VVS stream work
K4[ 6.0.pdf, S[ 6.0.pdf
Hi Sue
Per your request, the project design drawings have been revised to show the Mill Creek and Salem Creek project sites
without the in-stream check dams.
Hi John, please see the email chain below regarding revisions to the Winston Salem streambank stabilization design.
Please advise if we need to submit further information to you to retain the permit approval.
Thanks
Ray
o:'919)65O-2463x225
c:'919)545-O256
From: Homewood, Sue [mai|tn:sue.hnmevvnndpDncdenr.Rnv
Sent: Monday, June 1S,Z01S11:Z4AM
To: Ray Bode
Subject: RE: WS stream work
Sending updated plans with the check dams removed, or crossed out via email should be sufficient.
Sue Homewood
N[ DENRVVinston-Sa|em Regional Office
DivisionofVVaterResources — VVaterCWa|ityPrograms
45OVV.HonesMi||Rd,Suite3OO(PAcosenotemnynexvcontoct/nfovrnotionn)
Winston Salem NC 27105
Voice:[phone]
Cell: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed tothird parties.
From: Ray Bode [nlaiKo: Ujnq.conI
Sent: Monday, ]une 15, 2015 11:15 AM
To: Homewood, Sue
Subject: RE: VVS stream work
Hi Sue
I will check with the design engineers about this. If it is feasible to remove the instrearn check dams from the work plan,
what will you need in the way of a submittal? I'm thinking we could just revise the plans to have that part crossed
1

through. Will a revised drawing set need to be printed and re- submitted to DWR, or does a commitment to that
condition via email suffice?
Relay
o: (919) 650 -2463 x 225
c: (919) 545 -10256
From: Homewood, Sue ( mailto:sue.homewood @ncdenr.Rovj
Sent: Monday, June 15, 2015 8:42 AM
To: Ray Bode
Subject: WS stream work
Ray,
I believe we discussed this on the phone a few weeks ago but I need to follow up in writing. The Division does not
recommend that instream check dams be installed below stream stabilization projects. Our experience indicates that
the installation, maintenance and removal of the measure causes as many, or more impacts than working from the
stream bank and completing the work during low flow conditions as quickly as possible.
Would you be able to modify the plans to remove these measures on the Mill Creek and Salem Creek projects?
Sue Homewood
NC DENR Winston -Salem Regional Office
Division of Water Resources — Water Quality Programs
450 W. Hanes Mill Rd, Suite 300 (Please note my new contact information)
Winston Salem NC 27105
Voice: (336) 776 -9693
Cell: (336) 813 -1863
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

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ENTRANCE
SEE DETAIL 1/8.1
EROSION CONTROL NOTES:
40
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AND DEVICES ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE
.- t CONSTRUCTION NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES, AND PREVENT STANDING
ENTRANCE WATER WITHIN PROJECT LIMITS.
SEE DETAIL 1/8.1
2. PERMITS HAVE BEEN /WILL BE OBTAINED FROM NCDEMLR, NCDENR AND THE US ARMY CORPS OF ENGINEERS FOR THIS PROJECT. CONTRACTOR SHALL COMPLY WITH
ALL PERMIT CONDITIONS.
(' 3. CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION CONTROL DEVICES WITHIN THE PROJECT AREA AS INDICATED ON THE PLANS PRIOR TO COMMENCING
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y ;- ■ EARTHWORK. CONTRACTOR SHALL ENSURE THAT DRAINAGE IS DIRECTED INTO TEMPORARY SEDIMENT DEVICES THROUGHOUT THE CONSTRUCTION PERIOD.
LIMITS OF 4. AS EACH PORTION OF CONSTRUCTION IS COMPLETE, INSTALL PERMANENT STABILIZATION. AT END OF PROJECT, WHEN AUTHORIZED BY THE ENGINEER, REMOVE ALL
DISTURBANCE TEMPORARY EROSION CONTROL MEASURES, INSTALL PERMANENT STABILIZATION, AND RESTORE THE SITE AS CLOSELY AS POSSIBLE TO ORIGINAL CONDITIONS.
1.58 ACRES
5. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY.
6. DEMOLITION SHALL INCLUDE THE REMOVAL FROM THE SITE OF TREES WHERE NOTED, STUMPS, BRUSH, VEGETATION, TRASH, DEBRIS, WASTE STONE, WASTE
PIPING /STRUCTURES, AND ANY OTHER UNSUITABLE MATERIAL FROM WITHIN THE PROJECT AREA BOUNDARY AND CLEARING LIMITS, UNLESS INDICATED OTHERWISE ON
THESE PLANS OR DIRECTED BY THE ENGINEER.
7. TREES ALONG THE OUTFALL AND WITHIN PORTIONS OF THE CONSTRUCTION LIMITS THAT DO NOT CONFLICT WITH CONSTRUCTION SHALL REMAIN AND BE PROTECTED
FROM DAMAGE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCOMMODATION AND MAINTENANCE OF BASE AND STORM FLOWS IN ALL AREAS OF THE PROJECT SITES
THROUGHOUT THE CONSTRUCTION PERIOD.
PROJECT 9. INSPECT SITE AFTER EACH RUNOFF PRODUCING RAINFALL AND REPAIR VISIBLE EROSION. REPAIR AND REPLACE EROSION CONTROL DEVICES AS NECESSARY.
SITE
1 10. DEMOLITION SHALL INCLUDE THE COLLENCTION AND REMOVAL OF ALL DEBRIS GENERATED FROM CONSTRUCTION AND DEMOLICTION ACTIVITIES.
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L) 12. WORK AT THE MILL CREEK AND SALEM CREEK SITES IS TO BE PERFORMED IN THE WET. CHECK DAMS SHALL BE INSTALLED AT THE DOWNSTREAM EXTEND OF THE
PROJECT SITE AS DEPICTED ON THE PLANS. DAILY MAINTENANCE OF THE CHECK DAMS IS RECOMMENDED TO ENSURE THEY REMAIN EFFECTIVE. WORK AT THE
W
UT -SALEM CREEK SITE IS TO BE PERFORMED IN THE DRY. THE CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO ENSURE THAT SUCH REQUIREMENTS ARE
SATISFIED.
I 13. DE- WATERING OF STRUCTURES WITH SEDIMENT -LADEN WATER DIRECTLY TO STREAMS OR STORM DRAINAGE SYSTEM IS PROHIBITED. THE CONTRACTOR SHALL TAKE
APPROPRIATE ACTION TO ENSURE THAT SUCH PROHIBITED ACTIVIES DO NOT OCCUR.
14. PERMANENT GROUND COVER IS REQUIRED ON ALL DISTURBED AREAS OF THE CONTRACT. MULCHING SHALL BE PROVIDED FOR ALL AREAS REQUIRING SEEDING.
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REV REVISIONS BY DATE DATE: 4/17/2015 I APRIL 17, 2015 ®E W E LL PRELIMINARY
# 1 Inclusion of Demo & EC Plans CLY 6/4/2015 CLIENT PROJECT NUMBER:
DRAWN BY: CLY /MWT ENGINEERING CONSULTANTS, PC
# 2 Incorporate Comments from DWR and NCDENR CLY 6/18/2015 000021953 PO BOX 2294 LIC # C1842
CHECKED BY: CDJ JEC PROJECT NUMBER: KERNERSVILLE, NC 27284 DO NOT USE
APPROVED BY: CDJ J 15- 199 -002 OFFICE: (336) 996 -9974 FOR CONSTRUCTION
- FAX: [phone]
EROSION & SEDIMENT CONTROL SEQUENCE:
1. INSTALL CONSTRUCTION ENTRANCES, TEMPORARY ROCK CHECK DAMS, STAGING /STOCKPILE AREAS, SILT FENCE AND TREE PROTECTION FENCE AS SHOWN
ON PLANS.
2. PERIODICALLY INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTAIN, REPAIR, AND REPLACE AS NECESSSARY. PERIODIC INSPECTION SHALL
BE DEFINED AS AFTER EACH RAINFALL EVENT (0.5 INCHES PER 24 HOURS) OR WEEKLY, WHICHEVER IS MOST FREQUENT.
3. PERFORM STREAMBANK STABILIZATION, UTILITIES CONSTRUCTION AND ABANDON EXISTING PIPES AND STRUCTURES AS REQUIRED.
4. STREAMBANK GRADING AREAS AND VEGETATION GEOLIFT INSTALLATION SHALL BE STABILIZED WITH COIR FIBER MATTING AT THE END OF EACH WORK DAY.
5. GRADE DISTURBED AREAS TO FINISHED GRADE.
6. STABILIZE ALL DISTURBED AREAS AS REQUIRED.
7. REMOVE ALL TEMPORARY EROSION CONTROL DIVICES WHEN AREA IS PERMANENTLY STABILIZED AND CONSTRUCTION IS COMPLETE.
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STREAMBANK STABILIZATION PROJECTS
Winston -Sal ar�i + Forsyth Co unty SHEET NO.
ae ICountyutilifies SALEM CREEK
.star •Sewer Solid Waste disposal SC 6
SEDIMENT & EROSION CONTROL PLAN

EROSION & SEDIMENT CONTROL SEQUENCE:
1. INSTALL CONSTRUCTION ENTRANCE, TEMPORARY ROCK CHECK DAMS, STAGING /STOCKPILE AREAS, SILT FENCE AND TREE
PROTECTION FENCE AS SHOWN ON PLANS.
2. PERIODICALLY INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTAIN, REPAIR, AND REPLACE AS NECESSSARY.
PERIODIC INSPECTION SHALL BE DEFINED AS AFTER EACH RAINFALL EVENT (0.5 INCHES PER 24 HOURS) OR WEEKLY, WHICHEVER IS
MOST FREQUENT.
3. PERFORM STREAMBANK STABILIZATION, UTILITIES CONSTRUCTION AND ABANDON EXISTING PIPES AND STRUCTURES AS REQUIRED.
4. STREAMBANK GRADING AREAS AND VEGETATION GEOLIFT INSTALLATION SHALL BE STABILIZED WITH COIR FIBER MATTING AT THE END
OF EACH WORK DAY.
5. GRADE DISTURBED AREAS TO FINISHED GRADE.
6. STABILIZE ALL DISTURBED AREAS AS REQUIRED.
7. PERFORM PAVEMENT RECONSTRUCTION AND INSTALL CURB FOR MILL CREEK SITE.
8. REMOVE ALL TEMPORARY EROSION CONTROL DIVICES WHEN AREA IS PERMANENTLY STABILIZED AND CONSTRUCTION IS COMPLETE.
EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AND DEVICES ACCORDING TO THE STANDARDS
AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND APPLICABLE STATE
AND LOCAL LAWS AND ORDINANCES, AND PREVENT STANDING WATER WITHIN PROJECT LIMITS.
2. PERMITS HAVE BEEN /WILL BE OBTAINED FROM NCDEMLR, NCDENR AND THE US ARMY CORPS OF ENGINEERS FOR THIS PROJECT.
CONTRACTOR SHALL COMPLY WITH ALL PERMIT CONDITIONS.
3. CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION CONTROL DEVICES WITHIN THE PROJECT AREA AS INDICATED ON THE PLANS
PRIOR TO COMMENCING EARTHWORK. CONTRACTOR SHALL ENSURE THAT DRAINAGE IS DIRECTED INTO TEMPORARY SEDIMENT
DEVICES THROUGHOUT THE CONSTRUCTION PERIOD.
4. AS EACH PORTION OF CONSTRUCTION IS COMPLETE, INSTALL PERMANENT STABILIZATION. AT END OF PROJECT, WHEN AUTHORIZED
BY THE ENGINEER, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INSTALL PERMANENT STABILIZATION, AND RESTORE THE
SITE AS CLOSELY AS POSSIBLE TO ORIGINAL CONDITIONS.
5. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND - DISTURBING ACTIVITY.
6. DEMOLITION SHALL INCLUDE THE REMOVAL FROM THE SITE OF TREES WHERE NOTED, STUMPS, BRUSH, VEGETATION, TRASH, DEBRIS,
WASTE STONE, WASTE PIPING /STRUCTURES, AND ANY OTHER UNSUITABLE MATERIAL FROM WITHIN THE PROJECT AREA BOUNDARY
AND CLEARING LIMITS, UNLESS INDICATED OTHERWISE ON THESE PLANS OR DIRECTED BY THE ENGINEER.
7. TREES ALONG THE OUTFALL AND WITHIN PORTIONS OF THE CONSTRUCTION LIMITS THAT DO NOT CONFLICT WITH CONSTRUCTION
SHALL REMAIN AND BE PROTECTED FROM DAMAGE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCOMMODATION AND MAINTENANCE OF BASE AND STORM FLOWS IN ALL AREAS OF
THE PROJECT SITES THROUGHOUT THE CONSTRUCTION PERIOD.
9. INSPECT SITE AFTER EACH RUNOFF PRODUCING RAINFALL AND REPAIR VISIBLE EROSION. REPAIR AND REPLACE EROSION CONTROL
DEVICES AS NECESSARY.
10. DEMOLITION SHALL INCLUDE THE COLLECTION AND REMOVAL OF ALL DEBRIS GENERATED FROM CONSTRUCTION AND DEMOLICTION
ACTIVITIES.
11. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT SEDIMENT FROM LEAVING SITE. STREETS AND PAVED PARKING
AREAS SHALL BE SWEPT REGULARLY TO KEEP TRACKED SEDIMENT FROM ENTERING STORM DRAINS, CREEKS AND STREAMS.
12. WORK AT THE MILL CREEK AND SALEM CREEK SITES IS TO BE PERFORMED IN THE WET. CHECK DAMS SHALL BE INSTALLED AT THE
DOWNSTREAM EXTEND OF THE PROJECT SITE AS DEPICTED ON THE PLANS. DAILY MAINTENANCE OF THE CHECK DAMS IS
RECOMMENDED TO ENSURE THEY REMAIN EFFECTIVE. WORK AT THE UT -SALEM CREEK SITE IS TO BE PERFORMED IN THE DRY. THE
CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO ENSURE THAT SUCH REQUIREMENTS ARE SATISFIED.
13. DE- WATERING OF STRUCTURES WITH SEDIMENT -LADEN WATER DIRECTLY TO STREAMS OR STORM DRAINAGE SYSTEM IS PROHIBITED.
THE CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO ENSURE THAT SUCH PROHIBITED ACTIVIES DO NOT OCCUR.
14. PERMANENT GROUND COVER IS REQUIRED ON ALL DISTURBED AREAS OF THE CONTRACT. MULCHING SHALL BE PROVIDED FOR ALL
AREAS REQUIRING SEEDING.
15. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY CITY /COUNTY UTILITIES.
' REV REVISIONS BY DATE
# 1 Inclusion of Demo & EC Plans CLY 6/4/2015
# 2 Incorporate Comments from DWR and NCDENR CLY 6/18/2015
ISSUE DATE:
DATE: 4/17/2015 1 APRIL 17, 2015
DRAWN BY: CLY /MWT CLIENT PROJECT NUMBER:
CHECKED BY: CDJ 000021953
EC PROJECT NUMBER:
APPROVED BY: CDJ J 15 -199 -002
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PREPARED BY:
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IP ENGINEERING CONSULTANTS, PC
PO BOX 2294 LIC # C1842
KERNERSVILLE, NC 27284
OFFICE: (336) 996 -9974
FAX: [phone]
/
PRELIMINARY
DO NOT USE
FOR CONSTRUCTION
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Winston -Sal ern Forsyth County
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STREAMBANK STABILIZATION PROJECTS
MILL CREEK
SEDIMENT &EROSION CONTROL PLAN
SHEET NO.
MC 6.0