20181393 Ver 1_More Info Received_20210421

Strickland, Bev
From: Suzanne Herron <[e-mail]>
Sent: Wednesday, April 21, 2021 4:45 PM
To: Homewood, Sue; [e-mail]
Cc: Lemons, Elizabeth Pressley; Keith Gualtieri; Alicia DePalma - Piedmont Natural Gas
([e-mail]); Suzanne Herron
Subject: [External] RE: DWR #20181393, SAW-2018-00885, Piedmont Natural Gas Line 446 Gas
Line
Attachments: Stream fix cover letter 4-9-2021.pdf; 1.7.1_1626546_20210412_LINE 446_STREAM 34
STABI LIZATION_REVA.pdf
Follow Up Flag: Follow up
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David and Sue —
I'm following up on this stream bank stabilization plan to ask about comments or questions. We are interested in moving
forward with this proposed plan and are wondering if we need to amend permits.
Thanks!
Suzanne
Suzanne Herron, PE, CPESC
Environmental Practice Lead
Energy Land & Infrastructure, LLC (PLLC in NC)
1420 Donelson Pike, Suite A-12
Nashville, TN 37217
[phone] Office
[phone] Cell
[e-mail]
From: Suzanne Herron
Sent: Monday, April 12, 2021 3:12 PM
To: Homewood, Sue ([e-mail]) <[e-mail]>; David E. Bailey
([e-mail]) <[e-mail]>
Cc: Lemons, Elizabeth Pressley <[e-mail]>; Keith Gualtieri ([e-mail])
<[e-mail]>; Alicia DePalma - Piedmont Natural Gas ([e-mail])
<[e-mail]>; Woodward, Tina <[e-mail]>
Subject: DWR #20181393, SAW-2018-00885, Piedmont Natural Gas Line 446 Gas Line
David and Sue —
Please see the attached cover letter and concept plans for a stream fix along the Piedmont Natural Gas Line 446, Belews
Creek gas line project.
1

Please let me know of questions or comments.
Thanks!
Suzanne
Suzanne Herron, PE, CPESC
Environmental Practice Lead
Energy Land & Infrastructure, LLC (PLLC in NC)
1420 Donelson Pike, Suite A-12
Nashville, TN 37217
[phone] Office
[phone] Cell
[e-mail]
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2

ENERGY LAND & INFRASTRUCTURE
April 9, 2021
Mr. David Bailey, PWS
Regulatory Project Manager
U.S. Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Ms. Sue Homewood
North Carolina Department of Environmental Quality, Division of Water Resources
Winston-Salem Regional Office
450 W. Hanes Mill Rd., Suite 300
Winston Salem, NC 27105
RE: PIEDMONT NATURAL GAS, LINE 446 BELEWS CREEK GAS LINE PROJECT
STREAM 34 SLIDE FIX
ROCKINGHAM COUNTY, NORTH CAROLINA
DWR #20181393
SAW-2018-00885
Dear Mr. Bailey and Ms. Homewood:
The Line 446 Belews Creek Gas Line project was permitted in 2018 and subsequently constructed.
The permit numbers are referenced above. Recent inspections of the project have revealed that the
stream bank along Stream 34 has slumped on the south side and a large crack has developed as a
potential slope failure on the north side. Reference the photo of the failure on the south side below.
Slumped area on south
side of Stream 34
The proposed plan to stabilize the bank is to regrade the south side at a 2:1 slope and place Flexamat
Plus or an approved equal product along the bank. An area upslope has sunk as well, therefore, it
1420 DonElson Pike, Suite A-I2, Nashville, Tennessee 37217 www.Eli-Ilc.com 615.383.6300
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

will also be regraded to bring it back to its original slope (approximately 6:1) and stabilized with
Recyclex TRM or an approved equal product. The north bank will be regraded to a 1.5:1 slope and
stabilized using the Flexamat Plus product. The proposed plans are attached.
Several of the streams along the project were subject to the Jordan Lake Buffer Rules. Stream 34
was not one of those streams.
Due to the modifications to the stream bank with the proposed work, we are presenting this plan for
concurrence per the conditions of the permits. Please let me know of any comments or approval of
the plan. If you have questions or need additional information, please contact me at [phone]
or by email at suzanne.herron©eli-IIc.com.
Sincerely,
ENERGY LAND & INFRASTRUCTURE, PLLC
ibI(/‘-Z
Suzanne . Herron, P.E., CPESC
PE 040556
Enclosures
cc: Ms. Alicia DePalma, Environmental Siting and Licensing, Piedmont Natural Gas

W:\17-31-3003 Belews Creek\3_CAD\Production\STREAM 34\PNG-G-446-0001017.dwg 4/12/2021 7:28 AM
CONSTRUCTION PLANS
FOR
LINE 446 - STREAM 34
RE -STABILIZATION
BEGIN PROJECT
LAT: N 36.278139°
LONG: W 80.055796°
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24" LINE 446
ROUTE
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STREAM 34
LAT: 36.261516°
LONG:
-79.955954°
ROCKINGHAM COUNTY
GUILFORD COUNTY
K4L-r
END PROJECT
LAT: N 36.237654°
LONG: W 79.922224°
4.2
237
LOCATION MAP
NOT TO SCALE
60% DESIGN PLAN
ISSUE DATE: 4/12/21
Sheet
List
Table
Sheet Number
Sheet Title
PNG NO.
01
COVER SHEET
PNG-G-446-0001017
02
EPSC NOTES AND DETAILS
PNG-G-446-0001018
03
LOCATION PLAN
P N G-C-446-0001107
04
SLIDE FIX
P N G-C-446-0001108
05
AS -BUILT PLAN & PROFILE
PNG-C-446-0001109
DESIGN CONSULTANTS:
CIVIL ENGINEER:
W. KEITH GUALTIERI, P.E.
ENERGY, LAND, & INFRASTRUCTURE, LLC.
4250 NORTH FAIRFAX DRIVE, SUITE 60
ARLINGTON, VA 22203
703-994-0429
SURVEYOR
GARY C. CLARK, PLS
ENERGY LAND & INFRASTRUCTURE, LLC
1015 PASSPORT WAY
CARY, NC 27513
919-234-1974
ENERGY LAND &
INFRASTRUCTURE
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL
•
NASHVILLE, TENNESSEE
CARY, NORTH CAROLINA ARLINGTON, VIRGINIA
NC LICENSE# P-I289
© 2021 ENERGY LAND & INFRASTRUCTURE. LLC.. ALL RIGHTS RESER\ED
PRELIMINARY
PLANS
NOT FOR
CONSTRUCTION
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO
A
■
■
•
DATE
REVISION(S) DESCRIPTION
4/12/21
60% PLAN SET SUBMISSION
BY CHK APPD
JB
DESCRIPTION
SBH
WKG
WKG
WKG
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER
WKG DRAWING BY
9335
0107000
1626546
JB
WKG CHECKED BY
APPROVED BY
SBH
WKG
APPROVALS
DATE
DATE
SIGNATURE / INITIALS
SIGNATURE / INITIALS
REGIONAL
ENGINEER
MGR TECH
REC & STD
DATE
4/12/2021
WKG PRINCIPAL
ENGINEER
PaGY.
tarPiedmont
Natural Gas
COPYRIGHT 2018
LINE 446 - STREAM 34
COVER SHEET
STOKESDALE, NC
RESOURCE CENTER REIDSVILLE
REF. DWG(S)
SHEET 01 OF 05
DWG SCALE: AS SHOWN
DWG DATE 4/12/2021
SUPERSEDED
DRAWING NUMBER
PNG- G - 446 - 0001017
REVISION
A
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

W:\17-31-3003 Belews Creek\3_CAD\Production\STREAM 34\PNG-G-446-0001018.dwg 4/12/2021 7:28 AM
PROJECT DESCRIPTION
THIS EROSION AND SEDIMENTATION CONTROL PLAN WILL DISCUSS A PROPOSED PROJECT TO REPAIR THE STREAM BANK ALONG STREAM 34 OF THE PROJECT. IN ROCKINGHAM, NORTH CAROLINA. THE DISTURBED AREA FOR
PROJECT IS APPROXIMATELY 1.56 ACRES.
SITE DESCRIPTION
THE SITE IS COMPRISED OF HILLY TERRAINS AND THE USE IS VACANT RESIDENTIAL LAND.
SCHEDULE
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2021 AND BE COMPLETE BY JULY 2021.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION.
3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER
THAN 7 OR 14 DAYS AFTER CONSTRUCTION HAS CEASED PER THE GROUND STABILIZATION CHART.
4. FILL, COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE.
5. CONSTRUCTION ENTRANCES SHALL BE UTILIZED AT ALL INGRESS/EGRESS LOCATIONS FROM PUBLIC ROADS. CONTRACTOR SHALL TAKE NECESSARY ACTION TO MINIMIZE THE TRANSPORT OF MATERIAL FROM THE
CONSTRUCTION SITE ONTO R.O.W. PERIODIC TOP DRESSING WITH FRESH STONE MAY BE REQUIRED. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM SITE TRAFFIC ONTO ROADWAYS OR INTO STORM
DRAINS MUST BE REMOVED IMMEDIATELY.
6. STREAM AND WETLANDS SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION. TEMPORARY BRIDGES OR MATS SHALL BE USED FOR ALL STREAM AND WETLAND EQUIPMENT CROSSINGS.
7. SILT FENCE SHALL BE INSTALLED ALONG STREAMS FOLLOWING PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED.
8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAMS AND/OR WETLANDS.
9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES.
10. IF A LOSS OF DRILLING MUD IS OBSERVED DURING THE BORING OF A STREAM CROSSING, WORK MUST BE IMMEDIATELY HALTED, AND ALL LOST LUBRICANT/MUD MUST BE REMOVED FROM THE STREAM. THE FRACTURE
HOLE WILL BE SEALED AND THE SITE WILL BE EVALUATED BEFORE CONTINUATION OF BORING.
11. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24" BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES.
12. ANTI -SEEP COLLARS SHALL BE PLACED AT WETLAND BOUNDARIES AND AT 150 FEET (MINIMUM) INTERVALS BETWEEN THE BOUNDARIES (INSIDE THE WETLAND).
13. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THE PROJECT MUST COME FROM A SITE WITH AN APPROVE EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LAND FILL REGULATED
BY THE DIVISION OF SOLID WASTE MANAGEMENT.
14. TRASH/ DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
STANDARDS
ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, LATEST EDITION.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND PERMITS.
2. REMOVE SLIDE SOIL AND RE -GRADE STREAM BANKS TO 2:1 AND 1.5:1 SLOPE AS DESIGNATED.
3. PLACE EXCAVATED SOIL IN ERODED/SLUMPED AREA AS DESIGNATED AND GRADE TO MEET EXISTING SLOPE.
4. INSTALL FLEXAMAT PLUS OR APPROVED EQUAL PER MANUFACTURERS INSTRUCTIONS FOR RIVERBANK OR STEEP SLOPES USE. INSTALL RECYCLEX TRM OR APPROVED EQUAL PER MANUFACTURES INSTRUCTIONS.
5. INSTALL RIP -RAP AT PIPE OUTLET.
6. SEED AREA USING APPROVED SEED MIX.
i
i
COMPOST SOCK
AREA TO BE PROTECTED
WORK AREA
FLOW
///\ ////\ \ /N
` ` 12" MIN.
MULCH OR
COMPOST FOR
UNTRENCHED
SOCKS
PLAN
2" X 2" STAKES
8" DIA.
COMPOST SOCK
AREA TO BE PROTECTED
/'
UNTRENCHED INSTALLATION
/\///` //
INSTALLATION:
1. COMPOST SOCKS SHOULD BE LOCATED AS SHOWN ON
THE EROSION AND SEDIMENTATION CONTROL PLAN.
2. PRIOR INSTALLATION, CLEAR ALL OBSTRUCTIONS
INCLUDING ROCKS, CLODS, AND OTHER DEBRIS GREATER
THAN ONE INCH THAT MAY INTERFERE WITH PROPER
FUNCTION OF THE COMPOST SOCK
3. FILL SOCK NETTING UNIFORMLY WITH COMPOST TO THE
DESIRED LENGTH SUCH THAT LOGS DO NOT DEFORM.
4. OAK OR OTHER DURABLE HARDWOOD STAKES 2"X2" IN
CROSS SECTION SHOULD BE USED. STAJES SHOULD BE
PLACED AT A MAXIMUM INTERVAL OF 4 FEET AND SHOULD
BE DRIVEN TO A MINIMUM DEPTH OF 12 INCHES, WITH A
MINIMUM OF 3 INCHES PROTRUDING ABOVE THE
COMPOST SOCK.
5. IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN
SOCKS ARE USED ON PAVEMENT) HEAVY CONCRETE
BLOCKS SHALL BE USED BEHIND THE SOCK TO HOLD I IN
PLACE DURING RUNOFF EVENTS.
6. IF THE COMPOST SOCK IS TO BE LEFT AS PART OF HE
NATURAL LANDSCAPE, IT MAY BE SEEDED AT TIME OF
INSTALLATION FOR ESTABLISHMENT OF PERMANENT
VEGETATION USING THE SEEDING SPECIFICATIONS IN
THE EROSION AND SEDIMENTATION CONTROL PLAN.
7. COMPOST SOCKS ARE NOT TO BE USED IN PERENNIAL
STREAMS.
MAINTENANCE:
INSPECT COMPOST SOCKS WEEKLY AFTER EACH SIGNIFICANT
RAINFALL EVENT (1 INCH OR GREATER) REMOVE
ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST
SOCK IF CLOGGED OR TORN. IF PONDING BECOMES
EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A
LARGER DIAMETER OR A DIFFERENT MEASURE. THE SOCK
NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED.
THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND
DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE
MEASURE HAS BEEN PERMANENTLY STABILIZED.
DISPOSAL/RECYCLING:
COMPOST MEDIA IS COMPOSTED ORGANIC PRODUCT
RECYCLED AND MANUFACTURED FROM LOCALLY GENERATED
ORGANIC, NATURAL, AND BIOLOGICALLY BASED MATERIALS.
ONCE ALL SOIL HAS BEEN STABILIZED AND CONSTRUCTION
ACTIVITY HAS BEN COMPLETED,THE COMPOST MATERIAL MAY
BE DISPERSED WITH A LOADER, RAKE, BULLDOZER OR
SIMILAR DEVICE AND MAY BE INCORPORATED INTO THE SOIL
AS AN AMENDMENT OR LEFT ON THE SOIL SERVICE TO AID IN
THE PERMANENT SEEDING AND LANDSCAPING. LEAVING THE
COMPOST MEDIA ON SITE REDUCES REMOVAL AND DISPOSAL
COSTS COMPARED TO OTHER SEDIMENT CONTROL DEVICES.
THE MESH NETTING MATERIAL WILL BE EXTRACTED FROM
MEDIA AND DISPOSED OF PROPERLY. THE
PHOTODEGRADABLE MESH MATERIAL WITH DEGRADE IN 2 TO
5 YEARS IF LEFT ON SITE. BIODEGRADABLE MESH MATERIAL IS
AVAILABLE AND DOES NOT NEED TO BE EXTRACTED AND
DISPOSED OF, AS IT WILL COMPLETELY DECOMPOSE IN 6 TO
12 MONTHS. USING BIODEGRADABLE COMPOST SOCKS
COMPLETELY ELIMINATES THE NEED AND COST OF REMOVAL
AND DISPOSAL.
COMPOST SOCK INSTALLATION
DETAIL
NOT TO SCALE
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
will not dislodge the soil. Use one of the
Stabilize the ground sufficiently so that rain
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
o\ ,o
o> <d
o> <o
_A
PLAN
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
SECTION AA
r.FEIAL LOCATION DETERMINED IN MELD
75% OF THE STRUCTURES CAP POI,
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
PLAN
PrAtlIC LINING
11 SIDE SLOPE
SECTION &B
rATCETTJAL LOCATION DETERMINED IN FIELD
AND/OR SOLID REACHES 75, OF THE
MINIMUM 12 INCHES OF FREEBOARD
VOTING DEDICE
ABOVE GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1.
2.
Create designated hazardous waste collection areas on -site.
Place hazardous waste containers under cover or in secondary containment.
Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
_„,,,_-,,,_
{
A
t
_____,F7,„,,,,,,-
dian ter I r 1..1
No
. - 2 -
3 times the
l'I
r � =_, „
diameter Min
• .OW = '• 'I
! Pipe outlet to well
-yti-+ defined channel
PLAN VIEW
N.T.S. Key in 6"-10" (150-230 mm),
L r recommended for entire
1 perimeter.
II
;' 1
-
}
'
�'
d=5' (1.5m) max
_
rock dia.
401' gift--'-' _ • • I I �r l lnLI i 6" (150 mm) Min
Filter Fabric - -
SECTION A -A
N.T.S.
Adapted from: Virginia Erosion & Sediment Control Handbook, 1992
Pipe Diameter
in (mm)
Discharge
ft 3/s (rn /s)
Apron Length, L
ft (m)
Rip -Rap
D50 Diameter Min
in (mm)
12 (300)
4.9 (0.14)
9.89 (0.28)
10 (3)
13 (4)
4 (100)
6 (150)
18 (450)
9.89 (0.28)
20.13 (0.57)
30.01 (0.85)
39.90 (1.13)
10 (3)
16 (5)
23 (7)
26 (8)
6 (150)
8 (200)
12 (300)
16 (400)
24 (600)
30.01 (0.85)
39.90 (1.13)
50.14 (1.42)
60.03 (1.70)
16 (5)
26 (8)
26 (8)
30 (9)
8 (200)
8 (200)
12 (300)
16 (400)
For larger or higher flows,
consult a registered civil engineer
Source: Adapted from USDA-SCS
OUTLET PROTECTION
DETAIL
NOT TO SCALE
SOIL AMENDMENTS (TEMPORARY UPLAND SEEDING)
NOTE
AMENDMENT
APPLICATION
RATE (LBS/ACRE)
FOLLOW RECOMMENDATIONS OF
SOIL TESTS OR AT A MINIMUM
APPLY LIME AND FERTILIZER AT
THE SPECIFIED RATE
GROUND AGRICULTURAL
LIMESTONE
2,000 LBS/ACRE
10-10-10 FERTILIZER
750 LBS/ACRE
MAINTENANCE
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY UPLAND SEEDING SPECIFICATIONS
LOCATION
SEED MIX
APPLICATION TYPE AND
RATE (LBS/ACRE)
MULCH, TACKIFIER OR
FGM APPLICATION RATE
NOTES
SLOPES <10%
AUGUST 15 - APRIL 15
ANNUAL RYE GRAIN
120 LBS/ACRE
MULCH (4,000 LBS/ACRE)
APPLY MULCH BY ROVING, NETTING, OR
ASPHALT TACKING AT 400 GAUACRE.
SEED AND SOIL AMENDMENTS WILL BE
BROADCAST PRIOR TO APPLYING
MULCH.
APRIL 15 - AUGUST 15
GERMAN MILLET
40 LBS/ACRE
SLOPES >10% TO
<25%
ANNUAL RYE GRAIN
45 LBS/ACRE
TACKIFIER - PLANTAGO
(4,000 LBS/ACRE) OR
GUAR (150 LBS/ACRE)
SEED AND SOIL AMENDMENTS WILL BE
BROADCAST PRIOR TO APPLYING
TACKIFIER.
SLOPES >25%
ANNUAL RYE GRAIN
45 LBS/ACRE
FGM - PROMATRIX (1,500
LBS/ACRE)
SEED AND SOIL AMENDMENTS WILL BE
BROADCAST PRIOR TO APPLYING FGM.
NATIVE RIPARIAN SEED SPECIFICATIONS
APPROVED EQUIVALENT FOR RIPARIAN AREAS
NOTE: THE RECOMMENDED APPLICATION RATE FOR THE RIPARIAN SEED MIXTURE ABOVE IS 20-LBS PER
ACRE. APPLY SEED MIXTURE TO DISTURBED UPLAND RIPARIAN AREAS, EXTENDING 10-FEET LANDWARD.
SOIL AMENDMENTS
APPLICATION OF SOIL AMENDMENTS WITHIN RIPARIAN AREAS SHALL BE CONDUCTED AT AGRONOMIC
RATES AND SHALL COMPLY WITH ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.
SOIL AMENDMENTS SHALL BE APPLIED IN A MANNER THAT MINIMIZES CONTACT WITH SURFACE WATER.
MULCH
MULCH MAY BE APPLIED WITHIN RIPARIAN AREAS AS PER THE GENERAL SEEDING SPECIFICATIONS.
MULCH IS NOT TO BE APPLIED IN WETLAND AREAS.
MAINTENANCE
RESEED/OVER SEED IF GROWTH IS NOT FULLY ADEQUATE. GROUND STABILIZATION SHALL BE
PERFORMED PER TIME FRAMES OUTLINED IN GENERAL SEEDING SPECIFICATIONS.
THE PERSON TO CONTACT SHOULD ANY EROSION AND SEDIMENT
CONTROL ISSUES ARISE DURING LAND -DISTURBING ACTIVITY:
MICHAEL REIKOWSKY
PH: [phone]
EMAIL: [e-mail]
PRELIMINARY
PLANS
NOT FOR
CONSTRUCTION
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S)
PNG - G - 446 - 0001017
NO
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
A
4/12/21
60% PLAN SET SUBMISSION
JB
SBH
WKG
AREA CODE
9335
ACCOUNT NUMBER
0107000
DATE
SIGNATURE / INITIALS
REGIONAL
ENGINEER
PROJECT NUMBER
1626546
DRAWING BY
JB
DATE
SIGNATURE / INITIALS
MGR TECH
REC & STD
CHECKED BY
SBH
APPROVED BY
WKG
DATE
SIGNATURE / INITIALS
PRINCIPAL
ENGINEER
PaRGY.
tarPiedmont
Natural Gas
COPYRIGHT 2018
LINE 446 - STREAM 34
EPSC NOTES AND DETAILS
STOKESDALE, NC
RESOURCE CENTER REIDSVILLE
SHEET 02 OF 05
DWG SCALE: AS SHOWN
DWG DATE 4/12/2021
SUPERSEDED
DRAWING NUMBER
PNG- G - 446 - 0001018
REVISION
A
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

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SF SILT FENCE — SF —
SFJ SILT FENCE JHOOK SF
SFO SILT FENCE OUTLET 0
SS SILT SOCK ,� 0
SSIP SILT SOCK INLET PROTECTION
SFB SEDIMENT FILTER BAG SFB
TSC TEMPORARY STREAM CROSSING L--J
TWC TEMPORARY WETLAND CROSSING L--J
SB SLOPE BREAKER-•/w./..
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TTP TEMPORARY TRENCH PLUG Q
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PS PERMANENT SEEDING PS
\ I
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CTWO CONCRETE TRUCK WASHOUT
PT PORTABLE TOILET
TEMPORARY EASEMENT
THROUGH WETLAND
PERMANENT EASEMENT
THROUGH WETLAND
EXISTING STREAM
THROUGH EASEMENT
CWD CLEAN WATER DIVERSION —
SWC TEMPORARY STORMVVATER \
❑
PT
----
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s/'/ (, �N� ;� � '.� \`, ,
ADDITIONAL TCE AND LOD �°
1 •
I \\ \ \ 1 \
�H EAD = 3?�'2+50.57 �z ( ,/1 \
v I 1 NOT IK-OR`I.oINAL / \ \• \ ,"!
BACK = 322+49.63 f .- 1 c 1 , ,`
,� \'� ;' LINE 446 PROJECT `�\\ `,, ( Q, -
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I 1 \ ; I,1 ,STA- ACK = 33280.89
I/
/
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S)
PNG-G-446-0001017
PRELIMINARY
PLANS
NOT FOR
CONSTRUCTION
NO
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET 03 OF 05
DWG SCALE: AS SHOWN
A
4/12/21
60% PLAN SET SUBMISSION
JB
SBH
WKG
AREA CODE
9335
DATE
SIGNATURE/INITIALS
REGIONAL
LINE
446 -STREAM
34
DWG DATE 4/12/2021
SUPERCEDED
ACCOUNT NUMBER
0107000
ENGINEER
.'DUKE
P
LOCATION
PLAN
P
N
DRAWING NUMBER
G C 446 0001107
REVISION
A
PROJECT NUMBER
1626546
DATE
SIGNATURE/INITIALS
MGR TECH
ENERGY®
roil Niedmont
atural Gas
DRAWING BY
JB
REC & STD
STOKES
DALE
NC
CHECKED BY
SBH
DATE
SIGNATURE / INITIALS
WKG
PRINCIPAL
COPYRIGHT 2018
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER
APPROVED BY
4/12/2021
ENGINEER
RESOURCE CENTER REIDSVILLE

W:117-31-3003 Belews Creek 13_CAD1Production\STREAM 341PNG-C-446-0001108.dwg 4/12/2021 7:31 AM
i
J
/
/
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1
1
1 /
\
\ l
OVERHEAD
ELECTRIC
rn
OHE-1
\
TRACT 19.004
N/F
RALPH & BARBARA MORGAN
DB 1280, PG 1530
PB 44, PG 29
ROCKINGHAM COUNTY, NC
PROPERTY ID: 791100851090
I �
, I
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I I
1 I
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\ \
\\�- \,"
OUTLET PROTECTION
(SEE SHEET 2 FOR DETAIL)
—
1
1
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1
1
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PULL SLOPE BACK 2:1 AND I
TIE-IN BY 885
\ \ \
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TRACT 19.003
N/F
RALPH & BARBARA MORGAN
DB 1278, PG 2334
ROCKINGHAM COUNTY, NC
PROPERTY ID: 791100853152
\ 111 1 11\\1\ \�\ \ \ \\\'\ \--
\ II111\11111 1 �\ \\11� N\
\\ \I 1 II\\1\1\\\\\ \ N
\ \ \ � \\ \ \\ NN
\ \ \\ \ \ \ \ \ \\ \\\ N \ PULL SLOPE BACK 1.5:1 AND
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\1\\\\1\1\\\\\\\ \ \\ \
\ \ \ \ \\ \ \\\ N \ \ \\ \\
\ \ ��� \ \ \ \
TRACT 22.001
N/F
JOSEPH RYAN THACKER &
JONATHAN ALAN THACKER
DB 1493, PG 1966
PB 37, PG 32
ROCKINGHAM COUNTY, NC
PROPERTY ID: 791100757641
\
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\
--4114t, 41
4=-
.41
-890
NC HIGHWAY 68
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EXISTING
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\
1
CFS TO BE PLACED AT
INLET WHILE UNDER
ACTIVE CONSTRUCTION
\ GAS LINE
EASEMENT
OHE
GAS LINE
OHE•
GAS LINE
EASEMENT
LEGEND
PROPOSED AREA OF
FLEXAMAT PLACEMENT
APPROX. AREA OF RECYCLEX
TRM OR APPROVED EQUAL
TO BE INSTALLED PER
MANUFACTURERS
INSTRUCTIONS
AREA TO BE PULLED BACK IN
RE -GRADING AND FLEXAMAT
PLACEMENT
RIP -RAP
OHE-
880
OVERHEAD ELECTRIC
GAS LINE
GAS LINE EASEMENT
PROPERTY LINE
CONVEYANCE -
STREAM OR PIPE
NEW CONTOUR
10
GRAPHIC SCALE (IN FEET)
0 5 10
20
PRELIMINARY
PLANS
NOT FOR
CONSTRUCTION
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)* DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES
OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO
A
DATE
4/12/21
REVISION(S) DESCRIPTION
60% PLAN SET SUBMISSION
BY CHK APPD
JB
SBH
WKG
DESCRIPTION
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER
DRAWING BY
9335
0107000
1626546
JB
CHECKED BY
APPROVED BY
SBH
DATE
DATE
DATE
4/12/2021
APPROVALS
SIGNATURE / INITIALS
SIGNATURE / INITIALS
MGR TECH
PRINCIPAL
ENGINEER
PaGY.
rapPiedmont
I Natural Gas
COPYRIGHT 2018
LINE 446 - STREAM 34
STREAM 34 - SLIDE FIX
STOKESDALE, NC
RESOURCE CENTER REIDSVILLE
REF. DWG(S)
SHEET 04 OF 05
DWG SCALE: AS SHOWN
DWG DATE 4/12/2021
SUPERCEDED
DRAWING NUMBER
REVISION
A
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

COUNTY, STATE
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LEGEND
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PROPOSED GAS
PROPOSED TEST STATION O
OVER HEAD UTILITIES off
EXISTING EASEMENT — — — —
PERMANENT EASEMENT — — — —
TEMPORARY
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EASEMENT (TCE)OSTRUCTION _ — _
ABANDONED GAS LINE
PROPERTY LINE — - - —
UNDER GROUND TELEPHONE ucr
WATER LINE w
SANITARY SEWER LINE SA
FORCE MAIN SEWER LINE FM
TREE LINE ��/
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FENCE LINE x
WETLANDS WET
STREAM
UTILITY POLE
UTILITY POLE WITH LIGHT
LAMP POST
GUY WIRE
FIRE HYDRANT/
WATER VALVE
WATER METER
STORM INLET
GAS VALVE
GAS MARKER
GAS RECTIFIER
GAS METER
SANITARY MANHOLE
HDDENTRY/EXIT.-...,.
EXISTING IRON ROD
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GRAPHIC SCALE (IN
/
7 / $
FEET) / /
/ \ / h1
' �' Q"�� (,)
cy0 ,
4' m
k�
a
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%�� �� /'
m sy
/'
50 0 25 50 100/
7 \;�
AREA OF SLIDE FIX
1 inch =50 [ 7
i tia
\
PROFILE
H: 1 "=100' / V: 1 "=50'
\
1040
1020
1000
980
960
—
—
—
—
—
—
—
—
—
940
_,-
—
--
—
—
—
-__
—
-
—
_
_.
_
—
920
—
--
—
900
880
,
860
840
3.88'
—
820
800
780
760
740
720
STREAM
34
700
g6gg80
159+00
160+00
161+00
162+00
163+00
164+00
165+00
166+00
167+00
168+00
169+00
170+00
171+00
172+00
173+00
174+00
175+00
MAOP=1,000 PSIG
MATERIAL
SUMMARY
PIPE SAWL FBE 24 x 0.500 API 5L X-65 DRL
PIPE SAWL FBE 24 x 0.500 API
5L X-65 DRL
ANSI RATING=600
PIPE SAWL FBE /PC 24 x 0.500 API 5L X-65 DRL
DESIGN FACTOR=0.50
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO
PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING
INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED
NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF
IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
REF. DWG(S)
PNG-G-446-0001017
PRELIMINARY
PLANS
NOT FOR
CONSTRUCTION
NO
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET 05 OF 05
DWG SCALE: AS SHOWN
A
4/12/21
60% PLAN SET SUBMISSION
JB
SBH
WKG
AREA CODE
9335
DATE
SIGNATURE/INITIALS
REGIONAL
LINE
446 -STREAM
34
DWG DATE 4/12/2021
SUPERSEDED
ACCOUNT NUMBER
0107000
ENGINEER
DUKRE
%
Piedmont
AS
PLAN
&PROFILE
PNG-C
DRAWING NUMBER
446 0001109
REVISION
A
PROJECT NUMBER
1626546
DATE
SIGNATURE/INITIALSMGR
TECH
ENEram
Naturralalnt Gas
-BUILT
DRAWING BY
JB
REC & STD
STO
KES
DALE
NC
CHECKED BY
SBH
DATE
SIGNATURE/INITIALS WKG
PRINCIPAL
COPYRIGHT 2018
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER
APPROVED BY
WKG
4/12/2021
ENGINEER
RESOURCE CENTER REIDSVILLE