20181609 Ver 1_USACE Permit_20190508

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2018-02188 County: Rockingham U.S.G.S. Quad: NC -Northeast Eden
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City of Eden
Attn: Terry Shelton
Address: 308 East Stadium Drive
Eden, NC 27288
Size (acres) —11 Nearest Town Eden
Nearest Waterway UT to Dry Creek River Basin Roanoke
USGS HUC 03010103 Coordinates 36.529597 N, -79.676949 W
Location description: The pro*ect area is a corridor within NCDOT Right-of-Wav on the west/north side of US Highway
311/NC Highway 770, extending from its crossing of Dry Creek to approximately 100 linear feet southwest of the North
Carolina/Virginia state line.
Description of projects area and activity: This verification authorizes the construction of a 20 -inch waterline, consisting of three
(3) distinct crossings (proiects):
1) Site 1 (Wetland WD) requires the temporary discharge of dredged or fill material into 0.005 acre of herbaceous
wetlands for waterline construction access and installation;
2) Site 4 (Wetland WD) requires the temporary discharge of dredged or fill material into 0.061 acre of herbaceous
wetlands for waterline construction access and installation;
3) Site 6 (Stream SC) requires the permanent discharge of fill material into 90 linear feet of stream channel for waterline
construction access, installation, and rip rap stabilization.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 12. Utility Line Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 11/21/2018, and updated information submitted via email on 4/23/2019, including
the enclosed plans entitled "SoVa Mega Site at Berry hill — Phase 1 NC Water" Sheet Nos. Tl, T2, and Cl through C22 dated
April 2019. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop
work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David E. Bailey at 919-554-4884 Ext. 30or David.E.Bailev2(&usace.armv.mil.

Corps Regulatory Official:
Expiration Date of Verification: 03/18/2022
Digitally signed by
BAILEY.DAVID.E.1379283736
Date: 2019.05.08 11:32:10 -04'00'
Date: 05/08/2019
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at http:Hcorpsmapu.usace.q=.mil/cm apex/Vp=136:4:0
Copy furnished:
Katherine Shumaker, Dewberry, 551 Piney Forest Road, Danville, Virginia 24540
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

Determination of Jurisdiction:
A. ® There are waters, including wetlands on the above described project area that may be subject to Section 404 of the
Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This
preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting
the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and
you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process
concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter
the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters, including wetlands within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued. Action ID: .
Basis For Determination: See the Preliminary Jurisdictional Determination form dated 05/08/2019.
Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M 15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do oto ct to the determination in this correspondence.**
r
Corps Regulatory Official:
David E. Bailey
Date of JD: 05/08/2019 Expiration Date of JD: Not applicable

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: City of Eden (Attn: Attn: Terry Shelton) File Number: SAW -2018-02188 I Date: 05/08/2019
Attached is: See Section below
LAPPROVED
PROFFERED PERMIT Standard Permit or Letter of ermission A
RED PERMIT Standard Permit or Letter of ermission B
DENIAL C
JURISDICTIONAL DETERMINATION D
INARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.giM.mil/Missions/CivilWorks/RegulatolyProgramandPennits.aspx
or the Corps regulations at 33 CFR Part 331. a AL AL
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: David E. Bailey
CESAD-PDO
Raleigh Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 10M 15
3331 Heritage Trade Drive, Suite 105
Atlanta, Georgia 30303-8801
Wake Forest, North Carolina 27587
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunit to participate in all site investiations.
Date:
Telephone number:
Signature of appellant oragent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

SAW -2018-02188
SPECIAL CONDITIONS
1. No impacts are authorized to streams at crossings identified on the project plans as "Impact Site 2" (Sheet
No. C6), "Impact Site 4" (Cascade Creek, Sheet No. C8), "Impact Site 5" (Sheet No. C 10), and "Impact
Site 7" (Sheet No. C 17). Impacts to these streams must be avoided through the use of trenchless methods
including directional drill or bore and jack, per details on Sheet No. C19.
2. Temporary discharge of excavated or fill material into wetlands and streams will be for the absolute
minimum period of time necessary to accomplish the work, and such authorized crossings will be
constructed, restored, and seeded per stream and wetland details on Sheet No. C22.
3. When directional boring or horizontal directional drilling under waters of the U.S., including wetlands,
the permittee shall closely monitor the project for releases of drilling fluids. Any discharges of drilling
fluids into waters of the U.S., including wetlands, shall be reported to the Corps of Engineers, Raleigh
Regulatory Field Office and the North Carolina Division of Water Resources within 24 hours.
Corps Regulatory Official
Expiration Date of Verification: 03/18/2022
Date: 05/08/2019

1
Drawing Index
E
General
Electrical
E1 ELECTRICAL LEGEND, GENERAL NOTES, & SITE PLAN
E2 ELECTRICAL VALVE VAULT PLAN, DIAGRAMS, & SCHEDULES
E3 ELECTRICAL STANDARDS DETAILS
C
Awl
0
2 3 4 5
■
City of Eden
Rockingham County
NC
/ 1
1
Mega Site
a
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i
S �
20" VA Wate'rli.n
{` a`Pittsylvania Co., VA' nctio �
ite
NC
fes` .� •�-.., � , /-
McH^tiTiMingham Co., NC , \ „o, w
Fr
16" Eden
� Waterline ;p1� N � P ' �'�_ � �� -" 11490
Tntny
\d 4 Q21
Airport �� �t r ". %P] - l.• �/ p ° V /—
`�'
C Waterline 7
Ex. Freedom
� Park Tank'0=0
Vicinity Map
SCALE: N.T.S.
t"IL Al
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Ill
Contacts:
OWNER:
City of Eden
Director of
Environmental Services
Terry Shelton
P.O. Box 70
Eden, NC 27289-0070
PH. [phone]
FAX [phone]
[e-mail]
ENGINEER:
Dewberry
Leslie Barksdale E.I.T.
551 Piney Forest Road
Danville, Virginia 24540
PH. [phone]
FAX [phone]
[e-mail]
SUBMITTAL
❑ PRELIMINARY
❑ APPROVAL
BIDDING
❑ CONSTRUCTION
❑ REVISION
❑ RECORD
SET NUMBER
EDA Project #: 04-01-07214
DENR: H-SRP-D-17-0015WIF-1927
Dewberry
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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17502
KEY PLAN
SCALE
AS NOTED
No. DATE BY Description
REVISIONS
T1
COVER SHEET
T2
LEGEND ABBREVIATIONS
AND GENERAL NOTES
Civil
LAB
CHECKED BY
C1
EROSION AND SEDIMENTATION CONTROL PLAN
C1.1
TRAFFIC MANAGEMENT
PLAN
C2
OVERALL WATERLINE LAYOUT
C2.1
NC MASTER
METER AND
CONTROL VALVE VAULT
C3
WATERLINE
PLAN AND
PROFILE
C3
WATERLINE
PLAN AND
PROFILE
C4
WATERLINE
PLAN AND
PROFILE
C5
WATERLINE
PLAN AND
PROFILE
C6
WATERLINE
PLAN AND
PROFILE
C7
WATERLINE
PLAN AND
PROFILE
C8
WATERLINE
PLAN AND
PROFILE
D
C9
WATERLINE
PLAN AND
PROFILE
C10
WATERLINE
PLAN AND
PROFILE
C11
WATERLINE
PLAN AND
PROFILE
C12
WATERLINE
PLAN AND
PROFILE
C13
WATERLINE
PLAN AND
PROFILE
C14
WATERLINE
PLAN AND
PROFILE
C15
WATERLINE
PLAN AND
PROFILE
C16
WATERLINE
PLAN AND
PROFILE
C17
WATERLINE
PLAN AND
PROFILE
C18
WATERLINE
DETAILS
C19
WATERLINE
AND EROSION & SEDIMENT CONTROL DETAILS
C20
EROSION AND SEDIMENT CONTROL DETAILS
C21
EROSION AND SEDIMENT CONTROL DETAILS
C22
STREAM AND
WETLAND
DETAILS
Electrical
E1 ELECTRICAL LEGEND, GENERAL NOTES, & SITE PLAN
E2 ELECTRICAL VALVE VAULT PLAN, DIAGRAMS, & SCHEDULES
E3 ELECTRICAL STANDARDS DETAILS
C
Awl
0
2 3 4 5
■
City of Eden
Rockingham County
NC
/ 1
1
Mega Site
a
� f
i
S �
20" VA Wate'rli.n
{` a`Pittsylvania Co., VA' nctio �
ite
NC
fes` .� •�-.., � , /-
McH^tiTiMingham Co., NC , \ „o, w
Fr
16" Eden
� Waterline ;p1� N � P ' �'�_ � �� -" 11490
Tntny
\d 4 Q21
Airport �� �t r ". %P] - l.• �/ p ° V /—
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C Waterline 7
Ex. Freedom
� Park Tank'0=0
Vicinity Map
SCALE: N.T.S.
t"IL Al
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Contacts:
OWNER:
City of Eden
Director of
Environmental Services
Terry Shelton
P.O. Box 70
Eden, NC 27289-0070
PH. [phone]
FAX [phone]
[e-mail]
ENGINEER:
Dewberry
Leslie Barksdale E.I.T.
551 Piney Forest Road
Danville, Virginia 24540
PH. [phone]
FAX [phone]
[e-mail]
SUBMITTAL
❑ PRELIMINARY
❑ APPROVAL
BIDDING
❑ CONSTRUCTION
❑ REVISION
❑ RECORD
SET NUMBER
EDA Project #: 04-01-07214
DENR: H-SRP-D-17-0015WIF-1927
Dewberry
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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17502
KEY PLAN
SCALE
AS NOTED
No. DATE BY Description
REVISIONS
TITLE
COVER SHEET
PROJECT NO. 50046462 / 50102913
T 1
SHEET NO. OF
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
COVER SHEET
PROJECT NO. 50046462 / 50102913
T 1
SHEET NO. OF

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APPROX
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FIG
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FIRE HYDRANT
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GPM
GALLONS PER MINUTE
GALV
GALVANIZED
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GATE VALVE
GRD
GRADE
GA
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HTR
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HVAC
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HT
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O
PS PERMANENT SEEDING
TS TEMPORARY SEEDING
LS LEVEL SPREADER
ORECPO ROLLED EROSION CONTROL PRODUCT
USC UTILITY STREAM CROSSING
ID
INSIDE DIAMETER
INSUL
INSULATION
INT
INTERIOR
INV
INVERT
JB
JUNCTION BOX
LB
POUND
LG
LENGTH OR LONG
LF
LINEAR FEET
LP
LOW POINT
LT
LEFT
MB
MAILBOX
MH
MANHOLE
MFR
MANUFACTURER
MATL
MATERIAL
MAX
MAXIMUM
MJ
MECHANICAL JOINT
MGD
MILLION GALLONS PER DAY
MIN
MINIMUM
MISC
MISCELLANEOUS
ML
MIXED LIQUOR
NEMA
NATIONAL ELECTRIC
PP
MANUFACTURERS ASSOCIATION
NPW
NON POTABLE WATER
NPR
NON POTABLE REUSE WATER
NATL
NATIONAL
N
NEW
NCDOT
NORTH CAROLINA DEPARTMENT
RAS
OF TRANSPORTATION
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
NO
NUMBER
OC
ON CENTER
OD
OUTSIDE DIAMETER
OSHA
OCCUPATIONAL SAFETY &
SCH
HEALTH ACT
PB
PAPER BOX
PVC
POLYVINYL CHLORIDE
PRV
PRESSURE RELIEF VALVE,
SHT
PRESSURE REDUCING VALVE
PL
PROPERTY LINE
PED
PEDESTAL
PVMT
PAVEMENT
PERF
PERFORATED
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND
PI
CURVATURE POINT OF INTERSECTION
PP
POWER POLE
PRC
POINT OF REVERSE CURVE
PT
POINT OF TANGENCY
POVC
POINT OF VERTICAL CURVE
PVI
POINT OF VERTICAL INTERSECTION
GENERAL NOTES
1. VERTICAL CONTROL FOR THIS PROJECT IS REFERENCED TO VIRGINIA STATE PLANE GRID COORDINATES (SOUTH ZONE) US SURVEY FEET.
HORIZONTAL: NAD83 (CORS) BLKV,DOBS,ASUB
VERTICAL: NAVD88
AVERAGE COMBINED FACTOR: GROUND TO GRID 0.999987
2. THE CONTRACTOR SHALL COORDINATE ANY CONSTRUCTION ACTIVITY WITH NCDOT AND THE CITY OF EDEN.
3. "IF ARCHEOLOGICAL MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION, THE PROCEDURES CODIFIED AT 33 CFR 800.13(B) WILL
APPLY AND EDA, THE NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICE, AND THE CATAWBA INDIAN NATION SHALL BE CONTACTED
IMMEDIATELY. ARCHEOLOGICAL MATERIALS CONSIST OF ANY ITEMS, FIFTY YEARS OR OLDER WHICH WERE MADE OR USED BY MAN.
THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, STONE PROJECTILE POINTS (ARROWHEADS), CERAMIC SHERDS, BRICKS, WORKED
WOOD, BONE AND STONE, METAL AND GLASS OBJECTS, AND HUMAN SKELETAL REMAINS."
4. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED
TO, OFFSITE BORROW AND WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER
FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
5. CONTRACTOR SHALL UTILIZE MODIFIED PUMP AROUND SETUP IF DEWATERING UTILITY TRENCH IN WETLAND IS REQUIRED. CONTRACTOR
SHALL UTILIZE SUMP PUMP, INTAKE HOSE WITH SCREEN, AND APPROVED DEWATERING DEVICE (SILT BAG) TO CHECK DAM. REFERENCE
TEMPORARY PUMP AROUND DETAIL SHEET C22
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK.
7. ALL PIPING SHALL HAVE 36" MINIMUM COVER (TYP.) UNLESS OTHERWISE NOTED.
8. CONTRACTOR SHALL FIELD VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL NOTIFY THE UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. CONTRACTOR SHALL
CONTACT NC -1 -CALL (1-800-632-4949) 48 HOURS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
9. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO VERIFY LOCATION OF AND PREVENT DISTURBANCE OF ANY EXISTING UTILITIES
IN WORK AREA, AND PROVIDE IMMEDIATE TEMPORARY SERVICE TO ANY DAMAGED UTILITIES AT THE EXPENSE OF THE CONTRACTOR. ANY
EXISTING UTILITIES NOT LOCATED PRIOR TO BEGINNING CONSTRUCTION THAT ARE DAMAGED DURING CONSTRUCTION OR WHICH CONFLICT
WITH PROPOSED CONSTRUCTION SHALL BE REPAIRED OR RELOCATED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S
EXPENSE.
10. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY
TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE.
11. CONTRACTOR SHALL NOT DISTURB ANY TREES, SHRUBS, OR LANDSCAPING OUTSIDE THE CONSTRUCTION LIMITS. CONTRACTOR SHALL USE
EXTREME CAUTION TO PREVENT DISTURBANCE TO THE TREES, SHRUBS, ETC., WHICH ARE IN THE CONSTRUCTION LIMITS AND NOTED TO
REMAIN.
12. THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RESIDENT OFFICE (336-634-5644) PRIOR TO
START OF CONSTRUCTION. THE CONTRACTOR MUST PROVIDE ALL TRAFFIC SAFETY CONTROLS NECESSARY WHEN WORKING IN OR NEAR
NCDOT RIGHT-OF-WAY PER MUTCD & NCDOT ROADWAY STANDARD DRAWINGS LATEST EDITION FOR TRAFFIC CONTROL.
13. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN, POSTAL & VEHICULAR ACCESS TO & FROM ALL DWELLINGS & BUSINESSES DURING
CONSTRUCTION.
14. EROSION AND SEDIMENT CONTROL NOTES:
A. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL CONFORM TO THE LATEST EDITIONS OF THE NORTH CAROLINA EROSION &
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
B. CONTRACTOR SHALL INSTALL SILT BARRIERS, INLET PROTECTION, CONSTRUCTION ENTRANCES AT POINTS OF INGRESS AND EGRESS TO
PUBLIC RIGHT-OF-WAY, STABILIZE DISTURBED AREAS, AND PROVIDE OTHER MEASURES REQUIRED AS SHOWN ON THE DRAWINGS AND
SPECIFIED.
C. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT TRACKING ON EXISTING PAVEMENTS.
D. CONTRACTOR SHALL INSTALL GRAVEL CONSTRUCTION ROAD STABILIZATION OF ADEQUATE AREA TO ACCOMMODATE CONSTRUCTION VEHICLE
PARKING, MATERIAL STORAGE, ETC. AT A LOCATION CONVENIENT TO THE INDIVIDUAL CONSTRUCTION AREAS AND CONSISTENT WITH THE
CONSTRUCTION SEQUENCES.
E. ANY DISTURBANCE TO EROSION AND SEDIMENTATION CONTROL MEASURES BY OTHER CONTRACTOR(S) SHALL BE REPAIRED AND/OR
REPLACED BY THE RESPONSIBLE PARTIES.
F. A ROCK CHECK DAM SHALL BE INSTALLED BELOW THE DISTURBED AREA WITHIN DITCH LINES AND/OR WHERE DITCH LINES OUTLETS TO
UNDISTURBED AREAS.
G. SILT FENCE SHALL BE PROVIDED BELOW DISTURBED AREAS FOR ALL LOCATIONS WHERE DISTURBED AREA DRAINS TOWARD PROPERTY
OWNED BY OTHERS AND/OR TOWARD STREAMS.
H. ALL PROPOSED STAGING AREAS AND/OR ACCESS ROADS MUST BE INCLUDED WITHIN THE DISTURBED LIMITS. A REVISED PLAN MUST BE
SUBMITTED AND APPROVED PRIOR TO START OF LAND DISTURBANCE FOR ANY AREAS OUTSIDE THE CURRENT PERMITTED LIMITS.
I. IF AN EQUIPMENT CROSSING IS NEEDED TO GAIN ACCESS ACROSS A STREAM, THE CROSSING SHALL BE CONSTRUCTED AS A BRIDGE
(E.G. TIMBER MATS, STEEL, ETC.). THE TEMPORARY BRIDGE SHALL HAVE NO GAPS OR HOLES THAT WOULD ALLOW SEDIMENT TO FALL
INTO THE STREAM.
J. ON THE RIP -RAP PLACEMENT CONSTRUCTION DETAIL (SHEET C22), THE RIP -RAP SHALL BE EXTENDED ACROSS THE ENTIRE STREAM
CHANNEL. ENSURE THE TOP OF THE STONE IS PLACED AT THE SAME ELEVATION AS THE STREAM BED. CLASS I STONE MUST HAVE A
MINIMUM THICKNESS OF 20".
K. STONE OUTLETS IN SILT FENCE SHALL BE PLACED IN ALL LOW-LYING AREAS AND/OR EVERY 150 LINEAR FEET. THE STONE OUTLETS
MUST BE INSTALLED PER THE ATTACHED CONSTRUCTION DETAIL.
L. ANNUAL RYE GRASS IS NOT PERMITTED IN THE SEEDING SPECIFICATIONS OF THE STREAM BANK SEEDING SCHEDULE. RYE GRAIN OR
WHEAT MAY BE USED INSTEAD. ALL STREAM SEEDING APPLICATION RATES FOR TEMPORARY AND PERMANENT SEEDING MUST ADHERE TO
THE NC EROSION AND SEDIMENT CONTROL PLANNING & DESIGN MANUAL 6.11 ON TABLES 6.11.a 6.11.b AND 6.11.c.
M. SANDBAG DIKES SHALL HAVE A MINIMUM 3' TOP CREST WIDTH.
15. SWEEP ROAD WAYS DAILY WHERE WORK IS BEING PERFORMED.
16. CONTRACTOR SHALL INSTALL ROLLED EROSION CONTROL PRODUCT OR SOD ON ALL DITCHLINES STEEPER THAN 2.00% SLOPE. ALL
DISTURBED AREAS ARE TO BE MULCHED AND SEEDED PER THE SPECIFICATIONS WITHIN 7 DAYS OF ACHIEVING FINAL GRADES.
17. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL ONLY BE REMOVED WHEN AUTHORIZED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES.
18. ALL DISTURBED PAVEMENT AND GRAVEL DRIVES ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER.
19. DRIVEWAYS, FENCES, MAILBOXES, ROAD SIGNS, STEPS, SIDEWALKS, ETC., THAT INTERFERE WITH CONSTRUCTION ARE TO BE RESTORED TO
ORIGINAL CONDITION.
20. PAVED DRIVEWAYS, PARKING LOTS, AND PRIVATE ROADS SHALL BE OPEN -CUT UNLESS SHOWN OTHERWISE.
21. CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE EXISTING DRIVEWAY CULVERTS INCLUDING HEADWALLS IF INSTALLATION OF
NEW WATERLINES) REQUIRE EXCAVATION OF THE EXISTING CULVERTS, IF EXISTING CMP OR RCP CAN BE REMOVED WITHOUT DAMAGE,
CONTRACTOR MAY REUSE PIPE.
22. NEW WATERLINE MATERIAL SHALL BE IN ACCORDANCE WITH THE SPECIFICATION, UNLESS SHOWN OTHERWISE ON THE PLANS.
23. RESTRAINED JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND CONNECTIONS, IN ACCORDANCE WITH DETAIL SHEET C19.
24. FOR REVIEW PURPOSES, 2007 NCDOT LIDAR 2' CONTOURS HAVE BEEN OVERLAYED ONTO THE ATTACHED PLAN SHEETS. THE ACCURACY
OF THESE CONTOURS ARE NOT GUARANTEED SO THEY SHOULD NOT BE USED FOR ESTIMATING OR CONSTRUCTION PURPOSES. THE LINE
PROFILE WAS GENERATED FROM THE ACTUAL SURVEYED TOPOGRAPHIC INFORMATION AND SHOULD THEREFORE BE USED FOR ALL
CALCULATIONS.
25. SWEEP ROADWAYS DAILY WHERE WORK IS BEING PERFORMED.
RAD
RADIUS REF REFERENCE
STA
STATION
RAS
RETURN ACTIVATED SLUDGE
STL
STEEL
RCP
REINFORCED CONCRETE PIPE
S.S.
SANITARY SEWER, STAINLESS STEEL
RD
ROAD, ROOF DRAIN
SSC
SECONDARY SCUM
REQ'D
REQUIRED REV REVISED
SCH
SCHEDULE
RT
RIGHT
SECT
SECTION
R/W, ROW
RIGHT OF WAY
SHT
SHEET
R
RISER
STM
STORM
RS
RAW SEWAGE
ST
STREET
SE
SECONDARY EFFLUENT
STY
STORY
SIM
SIMILAR
TD
TANK DRAIN
SPEC
SPECIFICATION
TEL
TELEPHONE
SR
STATE ROUTE OR SECONDARY ROAD
TEMP
TEMPORARY OR TEMPERATURE
STD
STANDARD
THK
THICK
T & B
TOP AND BOTTOM
TOB
TOP OF BANK
TOW
TOP OF WALL
TDC
TURNED DOWN CURB
TYP
TYPICAL
UG
UNDERGROUND
UL
UNDERWRITER'S LABORATORY
VERT
VERTICAL
VC
VERTICAL CURVE
NCDOT
NORTH CAROLINA DEPT OF
TRANSPORATION
W/
WITH
WAS
WASTE ACTIVATED SLUDGE
WL
WATER MAIN
Dewberry
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
SEAL 6"680986808,
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LEGEND
ABBREVIATIONS
AND GENERAL
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PROJECT NO. 50046462 1 501 0291 3
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SHEET NO. OF
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
LEGEND
ABBREVIATIONS
AND GENERAL
NOTES
PROJECT NO. 50046462 1 501 0291 3
T2
SHEET NO. OF

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Seem: 0 Dewberry
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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VISIONS
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CHECKED BY LAB
DATE APRIL, 2019
TITLE
Overall
NC Waterline
Layout
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Page 6h-52 April 2015
Typical Traffic Control
Non -Stationary Operation on a Two -Lane Roadway Using Flaggers
(Figure TTC-24.1)
NOTES:
Guidance:
1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800'
where the posted speed limit is greater than 45 mph.
2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight
distance in advance of the flagger station and transition, based on the posted speed limit and at least
equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line
of sight from the graphic flagger symbol sign to the flagger.
9 9 P 99 Y 9 99
Option:
3. Where Right -of -Way or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs may be
used.
Standard:
4. Flagging stations shall be located far enough in advance of the work space to permit approaching
traffic to reduce speed and/or stop before passing the work space and allow sufficient distance
for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see
Table 6H-3 on Page 6H-5).
5. The Flagger (W20-7) symbol sign shall stay within 1/2 mile of each flagger.
Guidance:
6. Additional Flagger ymbol signs should be placed at 1 h mile intervals and either erected by the
approaching flagger, or taken down as the operation proceeds past this point.
7. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that
queues resulting from the lane closure might extend through the highway -rail grade crossing, the
temporary traffic control zone should be extended so that the transition area precedes the highway -rail
crossing (see Figure TTC-56 for additional information on highway -rail crossing).
8. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign, then the advance warning signs
should be readjusted at greater distances.
Standard:
9. All fla ers shall be state certified and have their certification card in their possession when
99
performing flagging duties (see Section 6E.01, Qualifications for Flaggers).
10. A shadow vehicle with at least one amber rotating, flashing or oscillating lights shall be parked
80'-120' in advance of the first work crew.
11. The maximum length of the work area shall be two miles.
Revision 1 -4/11/2015
April 201.5 Page 6H-55
Non -Stationary Operation on a Two -Lane Roadway Using Flaggers
(Figure TTC-24.1)
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Page 6H-52 August 2015
Typical Traffic Control
Lane Closure 011 a Two -Lane Roadway Using Flaggers
(Figure TTC-23.1)
NOTES
Guidance:
1. Sign spacing distance should be 350'-500 'where the posted speed limit is 45 mph or less, and
500'-800'wherethe posted speed limit is greater than 45 mph.
2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight
distance in advance of the flagger station and transition, based on the posted speed limit and at least
equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line
of sight from the graphic flagger symbol sign to the flagger.
Option:
3. Where Right -of -Way or geometric conditions prevent the use of 48" x 48" signs, 36" x 36" signs may be
used.
Standard:
4. Flagging stations shall be located far enough in advance of the work space to permit approaching
traffic to reduce speed and/or stop before passing the work space and allow sufficient distance
for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see
Table 6H-3 on Page 6H-5).
5. All flaggers shall be state certified and have their certification card in their possession when
performing flagging duties (see Section 6E.01, Qualifications for Flaggers).
6. Cone spacing shall be based on the posted Speed and the values in Table 6H-4 on Page 6H-6.1
7. A shadow vehicle with at least one high intensity amber rotating, flashing, or oscillating light
shall be parked 80'-120' in advance of the first work crew.
Option:
8. A supplemental flagger may be required in this area to give advance warning of the operation ahead by
slowing approaching traffic prior to reaching the flagger station or queued traffic.
Guidance:
9. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign then the signs, and if used the
portable temporary rumble strips (PTRS), should be readjusted at greater distances.
10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that
queues resulting from the lane closure might extend through the highway -rail grade crossing, the
temporary traffic control zone should be extended so that the transition area precedes the highway -rail
crossing (see Figure TTC-56for additional information on highway -rail crossings).
Standard:
11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08).
Option:
12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet
or less.
13. For low-volume situations with short work zones on straight roadways where the flagger is visible to road
users approaching from both directions. a single flagger, positioned to be visible to road users
approaching from both directions, may be used (see Chapter 6E).
Standard:
11. When approved for use, three portable temporary rumble (PTRS) strips shall be installed across
the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary
rumble strips shall be monitored and adjusted as necessary during the work shift to ensure
proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD
(W2042 sign shall also be utilized.
Revision 1-4/l/2015
April 2015 Page 6H-53
Lane Closure on a Two -Lane Roadway Using Flaggers
(Figure TTC-23.1)
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1: Revision 1- 4/ V2015
Posted Speed 0 - 35 mph 36-55
4 5
TRANSPORTATION MANAGEMENT PLAN NOTES
1. THIS TRANSPORTATION MANAGEMENT PLAN (TMP) IS PREPARED FOR PITTSYLVANIA COUNTY FOR THE SOVA MEGA SITE AT BERRY HILL PHASE II
NORTH CAROLINA WATER PROJECT. IT IS NOT THE INTENT OF THIS PLAN TO INCLUDE EVERY DETAIL WHICH MUST BE CONSIDERED FOR TRAFFIC
CONTROL DURING CONSTRUCTION OF EACH WORK ZONE, BUT TO PROVIDE THE GENERAL GUIDELINES THAT THE CONTRACTOR SHALL FOLLOW
WHEN DEVELOPING THE TMP FOR NCDOT APPROVAL. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SAFE TRAVEL
AROUND WORK ZONES IN ACCORDANCE WITH ALL NCDOT REQUIREMENTS. THE ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR THE
TRAFFIC CONTROL MEASURES THAT ARE IMPLEMENTED DURING PROJECT CONSTRUCTION.
2. THE WORK AREAS THAT REQUIRE TRAFFIC MANAGEMENT ARE SHOWN ON THE PROJECT AREA MAP ON THIS SHEET. OTHER ROADWAYS MAY BE
AFFECTED DUE TO MATERIAL STAGING, TRAPSPORTATION OF MATERIALS, LINE TESTING, UNFORSEEN FIELD CONDITIONS, ETC., AND SHALL BE
CONSIDERED FOR WORK AREA PROTECTION AND TRAFFIC MANAGEMENT TECHNIQUES AS REQUIRED. VARIOUS TEMPORARY TRAFFIC CONTROL
DETAILS FROM THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL, REVISION 1 ARE SHOWN ON THIS SHEET. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE WHICH DETAILS APPLY FOR EACH SPECIFIC WORK CONDITION. ADDITIONAL DETAILS MAY BE REQUIRED PRIOR TO
CONSTRUCTION BY NCDOT.
3. THE CONTRACTOR SHALL CONTACT NCDOT IN WRITING WITH A WORK SCHEDULE TWO (2) WEEKS PRIOR TO CONSTRUCTION. NCDOT WILL
DETERMINE IF POLICE PATROL IS NECESSARY FOR TRAFFIC CONTROL.
4. THE CONTRACTOR SHALL COORDINATE THE SEQUENCE OF CONSTRUCTION WITH NCDOT.
5. SIGN SPACING MAY ONLY BE ADJUSTED FOR FIELD CONDITIONS IF AUTHORIZED BY NCDOT.
6. ALL PAVEMENT MARKINGS CONFLICTING WITH TRAFFIC PATTERNS SHALL BE REMOVED AND RESTRIPED AS NECESSARY. PAVEMENT MARKINGS
SHALL BE INSTALLED IN ACCORDANCE WITH THE NCDOT ROAD AND BRIDGE SPECIFICATIONS.
7. WHEN WORK IS NOT BEING PERFORMED, MATERIALS AND PARKED EQUIPMENT SHALL NOT INTERFERE WITH TRAFFIC.
8. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL, REVISION 1 AND AS DIRECTED BY NCDOT.
WORK SHALL COMPLY WITH ALL REGULATIONS PROVIDED IN THE LAND USE PERMIT.
9. SAFE ACCESS TO ALL EXISTING PUBLIC ROADWAYS SHALL BE MAINTAINED AT ALL TIMES.
10. WORK HOURS SHALL BE APPROVED BY NCDOT PRIOR TO CONSTRUCTION. CONSTRUCTION WORK AFTER DARK IS NOT ANTICIPATED FOR THE
PROJECT. HOWEVER, SHOULD CONSTRUCTION CONTINUE AFTER DARK, FLOODLIGHTS SHALL BE UTILIZED WHERE EXISTING LIGHT IS NOT
ADEQUATE. THE FLOODLIGHT SHALL NOT CREATE A DISTRACTING GLARE TO DRIVERS.
11. ALL FLAGGERS SHALL BE STATE CERTIFIED AND HAVE THEIR CERTIFICATION CARD IN THEIR POSSESSION WHEN PERFORMING FLAGGING DUTIES.
12. CHANNELLING DEVICES SUCH AS CONES SHALL BE UTILIZED WHERE REQUIRED AND FOLLOW THE WORK AREA PROTECTION MANUAL, REVISION 1
GUIDELINES.
13. ALL EXISTING ROADWAY SIGNAGE SHALL BE MAINTAINED DURING THE LIFE OF THE PROJECT.
14. THIS PROJECT IS CLASSIFIED AS TYPE A, CATEGORY 1.
PUBLIC COMMUNICATION PLAN
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NCDOT Contact: Jason Julian: 336-520-6060
Local Contact: City of Eden: 336-623-2110
Rockingham County Sheriffs Office: 336-634-3232
Emergency Management EMS: 336-634-3000
State Police Contact: NC State Police D3 Headquarters: 336-334-5621
NC State Police Troop D, District III: 336-634-5606
111 Wilson -Way Road Reidsville, NC 27320
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Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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TRANSPORTATION MANAGEMENT PLAN NOTES
1. THIS TRANSPORTATION MANAGEMENT PLAN (TMP) IS PREPARED FOR PITTSYLVANIA COUNTY FOR THE SOVA MEGA SITE AT BERRY HILL PHASE II
NORTH CAROLINA WATER PROJECT. IT IS NOT THE INTENT OF THIS PLAN TO INCLUDE EVERY DETAIL WHICH MUST BE CONSIDERED FOR TRAFFIC
CONTROL DURING CONSTRUCTION OF EACH WORK ZONE, BUT TO PROVIDE THE GENERAL GUIDELINES THAT THE CONTRACTOR SHALL FOLLOW
WHEN DEVELOPING THE TMP FOR NCDOT APPROVAL. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SAFE TRAVEL
AROUND WORK ZONES IN ACCORDANCE WITH ALL NCDOT REQUIREMENTS. THE ENGINEER DOES NOT ASSUME ANY RESPONSIBILITY FOR THE
TRAFFIC CONTROL MEASURES THAT ARE IMPLEMENTED DURING PROJECT CONSTRUCTION.
2. THE WORK AREAS THAT REQUIRE TRAFFIC MANAGEMENT ARE SHOWN ON THE PROJECT AREA MAP ON THIS SHEET. OTHER ROADWAYS MAY BE
AFFECTED DUE TO MATERIAL STAGING, TRAPSPORTATION OF MATERIALS, LINE TESTING, UNFORSEEN FIELD CONDITIONS, ETC., AND SHALL BE
CONSIDERED FOR WORK AREA PROTECTION AND TRAFFIC MANAGEMENT TECHNIQUES AS REQUIRED. VARIOUS TEMPORARY TRAFFIC CONTROL
DETAILS FROM THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL, REVISION 1 ARE SHOWN ON THIS SHEET. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE WHICH DETAILS APPLY FOR EACH SPECIFIC WORK CONDITION. ADDITIONAL DETAILS MAY BE REQUIRED PRIOR TO
CONSTRUCTION BY NCDOT.
3. THE CONTRACTOR SHALL CONTACT NCDOT IN WRITING WITH A WORK SCHEDULE TWO (2) WEEKS PRIOR TO CONSTRUCTION. NCDOT WILL
DETERMINE IF POLICE PATROL IS NECESSARY FOR TRAFFIC CONTROL.
4. THE CONTRACTOR SHALL COORDINATE THE SEQUENCE OF CONSTRUCTION WITH NCDOT.
5. SIGN SPACING MAY ONLY BE ADJUSTED FOR FIELD CONDITIONS IF AUTHORIZED BY NCDOT.
6. ALL PAVEMENT MARKINGS CONFLICTING WITH TRAFFIC PATTERNS SHALL BE REMOVED AND RESTRIPED AS NECESSARY. PAVEMENT MARKINGS
SHALL BE INSTALLED IN ACCORDANCE WITH THE NCDOT ROAD AND BRIDGE SPECIFICATIONS.
7. WHEN WORK IS NOT BEING PERFORMED, MATERIALS AND PARKED EQUIPMENT SHALL NOT INTERFERE WITH TRAFFIC.
8. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL, REVISION 1 AND AS DIRECTED BY NCDOT.
WORK SHALL COMPLY WITH ALL REGULATIONS PROVIDED IN THE LAND USE PERMIT.
9. SAFE ACCESS TO ALL EXISTING PUBLIC ROADWAYS SHALL BE MAINTAINED AT ALL TIMES.
10. WORK HOURS SHALL BE APPROVED BY NCDOT PRIOR TO CONSTRUCTION. CONSTRUCTION WORK AFTER DARK IS NOT ANTICIPATED FOR THE
PROJECT. HOWEVER, SHOULD CONSTRUCTION CONTINUE AFTER DARK, FLOODLIGHTS SHALL BE UTILIZED WHERE EXISTING LIGHT IS NOT
ADEQUATE. THE FLOODLIGHT SHALL NOT CREATE A DISTRACTING GLARE TO DRIVERS.
11. ALL FLAGGERS SHALL BE STATE CERTIFIED AND HAVE THEIR CERTIFICATION CARD IN THEIR POSSESSION WHEN PERFORMING FLAGGING DUTIES.
12. CHANNELLING DEVICES SUCH AS CONES SHALL BE UTILIZED WHERE REQUIRED AND FOLLOW THE WORK AREA PROTECTION MANUAL, REVISION 1
GUIDELINES.
13. ALL EXISTING ROADWAY SIGNAGE SHALL BE MAINTAINED DURING THE LIFE OF THE PROJECT.
14. THIS PROJECT IS CLASSIFIED AS TYPE A, CATEGORY 1.
PUBLIC COMMUNICATION PLAN
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NCDOT Contact: Jason Julian: 336-520-6060
Local Contact: City of Eden: 336-623-2110
Rockingham County Sheriffs Office: 336-634-3232
Emergency Management EMS: 336-634-3000
State Police Contact: NC State Police D3 Headquarters: 336-334-5621
NC State Police Troop D, District III: 336-634-5606
111 Wilson -Way Road Reidsville, NC 27320
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551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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No. DATE BY Description
REVISIONS
TITLE
TRANSPORTATION
MANAGEMENT
PLAN
PROJECT No. 50046462 / 50102913
C1.1
SHEET NO. OF
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
TRANSPORTATION
MANAGEMENT
PLAN
PROJECT No. 50046462 / 50102913
C1.1
SHEET NO. OF

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1 1 2
North Carolina Division of Energy, Mineral and Land Resources
NPDES Stormwater Discharge Permit
Technical Bullentin for NCGO10000
Revised Jan. 12, 2017
What is this permit?
This is your General Stormwater Permit for Construction Activities, developed to meet federal National Pollutant Discharge Elimination
System (NPDES) requirements. It is separate and in addition to your Erosion and Sedimentation Control (E&SC) Plan.
Federal regulations adopted by the U.S. Environmental Protection Agency (EPA) and N.C. Environmental Management Commission require
an NPDES storm- water permit for your project. In North Carolina, the EPA has delegated authority to administer the NPDES program to the
Department of Environment and Natural Resources.
The E&SC plan approved by the Division of Energy, Mineral and Land (DEMLR), or a delegated local pro- gram, contains the core erosion
control requirements for your project. The NPDES Stormwater General Permit contains additional requirements related to a broader range of
water quality issues. These permits are related, but separate. Both contain conditions your project site must meet.
Are there new requirements in this permit?
This General Permit reflects changes made in the federal regulations effective Feb. 1, 2010, that regulate discharges from construction sites.
The federal regulations resulted from litigation decisions that mandated construction activities over a certain size must contain additional
measures to reduce the amount of wastes and sediment loading that reach the nation's waters.
The Department of Environment and Natural Re- sources established the Construction General Permit Technical Advisory Group to guide the
development of this NPDES permit. A draft permit was available for public review in May 2011, and the final permit be- came effective on
Aug. 3, 2011.
The most notable change in the new permit is a requirement that ground stabilization, such as wheat straw application, be applied within 14
days from the last land -disturbing activity. For steep slopes, that area must be stabilized within 7 days. Please see page 2 of this technical
bulletin for more details.
Do I need to submit a Notice of Intent to have coverage under this permit?
No. Your project is covered by this permit upon approval of an adequate erosion and sedimentation control plan that meets requirements for
surface dewatering of basins and ground stabilization timeframes.
What does this permit require me to do?
You should read and become familiar with the provisions of this permit. Below is a list of the major requirements, with indications where those
differ from the previous Construction Stormwater General Permit.
Erosion and Sediment Control Plan
You must implement the E&SC Plan approved for your project by DEMLR or by a delegated local program. Adherence to that E&SC Plan is
an enforceable component of this General Permit. Your E&SC plan will identify areas where the more stringent 7- and 14- day ground
stabilization requirements apply. See "Ground Stabilization Requirements" on page 2 of this bulletin.
Monitoring and Inspections
• You must keep a rain gauge on the project site.
• Dedicated demolition and other waste areas and earthen material stockpiles must be located at least 50' from storm drains or streams
unless no alternative is feasible (new requirement).
• You must inspect all E&SC measures at least once a week and within 24 hours after any storm event greater than a half-inch (during a
24-hour period). You must take immediate corrective action for any device failure.
• You must inspect all outlets where stormwater runoff leaves the site and evaluate the effect on near -by streams or wetlands.
• Corrective action must be taken if sediment is deposited off-site or into a stream or wetland, or causes a visible increase in turbidity
(cloudiness) of any waterbody.
• You must keep records of these inspections and any corrective actions taken. '
O
n�o�o
STORMWATER DISCHARGE:
STORM WATER DISCHARGES INTO
CASCADE CREEK, DRY CREEK, AND
SEVERAL UNNAMED TRIBUTARIES
ALL DISCHARGE INTO THE LOWER
DAN RIVER WHICH IS IN THE
ROANOKE RIVER BASIN
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Operation and Maintenance
You must provide the operation and maintenance necessary to maintain optimal performance of stormwater controls. This means you must
take corrective action if erosion and sediment control measures are not operating properly. Operation and maintenance includes, but is not
limited to:
• Regularly cleaning out sedimentation basins.
• Stabilizing eroded banks, channels or spillway structures.
• Repairing/clearing out inlets and outlets.
• Repairing and maintaining storm drainage inlet and outlet protection.
• Repairing piping, seepage and mechanical damage.
• Repairing silt fence damage.
Reporting
The self -inspections required by this permit are an opportunity to identify impacts to nearby waters. If you observe sediment that has
deposited in a stream or wetland, you must notify the DEMLR regional office within 24 hours and provide written notice within five days (see
item #3 on page six of the General Permit).
Non-compliance and Fines
Projects that violate Stormwater Permit conditions and/or have un -authorized water quality impacts are subject to fines. Civil penalties of up
to $25,000 per day for each violation may be assessed.
Inspections
Staff from DEMLR and local pro -grams with delegated authority will perform random inspections of your project site to ensure compliance
with state and federal regulation governing construction activities. That means that your project, if found to be in violation, could potentially be
subject to enforcement action by both DEMLR and the local program. The inspections may be routine in nature or the result of a citizen
complaint.
Ground Stabilization Requirements
NEW STABILIZATION TIMEFRAMES
SITE AREA DESRCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
O PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES AND SLOPES
HIGH QUALITY WATER (HQW)
7 DAYS
NONE
ZONES
APRIL, 2019
DATE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER
SLOPES STEEPER THAN 3:1
7 DAYS
THAN 2:1,14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
v ALL OTHER AREAS WITH
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
SLOPES FLATTER THAN 4:1
Learn more online:
Stormwater Permitting: http://deq.nc.gov/about/divisions/energy-mineral-land-resources/stormwater
Regional Office Map: http://deq.nc.gov/contact/regional-offices
Still have auestions? Call the DEMLR Reaional Office nearest vour proiect's location:
'Asheville Office [phone] Washington Office [phone]
Fayetteville Office [phone] Wilmington Office [phone]
'Mooresville Office [phone] Winston-Salem Office [phone]
Raleigh Office [phone] Central Office [phone]
2.2% A
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Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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CONSTRUCTION SEQUENCE
1. NOTIFY NCDENR LAND QUALITY SECTION AT (336)-776-9800 PRIOR TO BEGINNING CONSTRUCTION.
1 \ •, - SOVA 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT
NOT LIMITED TO, OFFSITE BORROW AND WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION
"' ' • ` - ` ' 1 'CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
`� I� t•'• ; l `'- _. '` - _ rVj� =` (`'— Jae, , — , 5„y; •' J MEGA 3. INSTALL SILT FENCE, CONSTRUCTION ENTRANCE, ROCK PIPE INLET PROTECTION, AND OTHER MEASURES AS SHOWN ON THE
: SITE APPROVED PLAN PRIOR TO ANY LAND DISTURBING ACTIVITIES. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
"' �' �� "Zf 4. PURSUANT TO G.S.1 13A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT
,, � - •- CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION—CONTROL DEVICES OR STRUCTURES. IN ANY
EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED
.' ��' ' �•' , . , OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
.. _•: W : �`4 `� �' ! RESTRAIN EROSION.
PURSUANT TO G.S.1 13A-57(3),PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE
',J �:.., •:... / ,,„ j ACCOMPLISHED FOR ALL DISTURBED AREAS IN ACCORDANCE WITH THE STABILIZATION TIMEFRAMES TABLE.
5. PRIOR TO CROSSING ANY DITCHES OR STREAMS, INSTALL ALL REQUIRED EROSION CONTROL MEASURES. AFTER VEGETATION
HAS BEEN ESTABLISHED IN THESE AREAS ALL TEMPORARY MEASURES SHALL BE REMOVED.
c aa.
• •...,\ �C/ � CO 5. BEGIN EXCAVATION, GRADING AND PIPE INSTALLATION WITHIN LIMITS OF CONSTRUCTION. INSTALL PERMANENT MEASURES,
;1 I Cd OUTLET PROTECTION, AND GRASSING IN SEQUENCE WITH PIPE INSTALLATION AND GRADING AND STABILIZATION.
�, ° ' �� •' �•'°y = - - " "''"��Z- 6. DO NOT DISTURB MORE AREA THAN WILL BE COMPLETED IN A DAY'S WORK.
."
�.s �_ c°'��; ,� Q elf •_�, ,tlf:fi 7. ALL EXCAVATED AREAS SHALL BE BACKFILLED DAILY.
8. SWEEP ROADWAYS DAILY WHERE WORK IS BEING PERFORMED.
9. PROVIDE CHECK DAMS OR WATTLES WITHIN DRAINAGE SWALE ALONG WATER MAIN INSTALLATION AND AS DIRECTED BY NC
.y o• ,,,,, \ l;�`�10. PURSUANT TO NC GENERAL STATUTE 113A -54.1(e), CONDUCT "SELF INSPECTIONS" OF EROSION CONTROL DEVICES AT
_4- VIRGINIA_____ �•. -j - PIT_TS_YLV_AN_IACO_. VA,' � � COMPLETION OF EACH CONSTRUCTION PHASE AND DOCUMENT SUCH INSPECTIONS AS OUTLINED IN 15A NCAC 04B .0131.
FORTH CAROLINA - - 'p�T�CS'VA�'� I773Y VANIA CO
i��� ROGKINGHAY CU/.�"� -� ;.00KINGHAM CO.;NC� 11. THE CONTRACTOR SHALL MAINTAIN THE DEVICES ACCORDING TO THE LATEST VERSION OF THE NORTH CAROLINA EROSION
�% AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
12. ALL TRENCH WATER SHALL BE PUMPED THROUGH A SILT BAG.
13. AFTER THE DISTURBED AREAS ARE STABILIZED, AND WHEN APPROVED BY THE ENGINEER, REMOVE THE TEMPORARY DEVICES
. ItyrroN
% ��0.. N '9J- k, AND PROPERLY DISPOSE OF THE TRAPPED SEDIMENT. STABILIZE THE AREAS DISTURBED DURING THE REMOVAL OPERATION
BY APPLYING SEED AND MULCH ACCORDING TO THE SEEDING SCHEDULE AND THE DITCH PROTECTION SHOWN ON THE
DRY
CREEK
DRAWINGS.
14. CONDUCT PROJECT INSPECTIONS OF EROSION CONTROL MEASURES AND STORMWATER OUTFALLS WEEKLY AND AFTER EVERY
RAIN EVENT 1/2" OR GREATER. ALL CONTROL DEVICES SHALL BE MAINTAINED AS SPECIFIED BY THE CONTRACT
DOCUMENTS. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO FACILITATE RAINFALL MONITORING. MAINTAIN
a c THESE RECORDS AT THE ON—SITE OFFICE FOR AUDIT. INSPECTIONS ARE REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT
BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING, AT SUCH TIME THE CONTRACTOR SHALL REMOVE ALL
• DAN RIVER TEMPORARY EROSION CONTROL DEVICES.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON—SITE. IF THE APPROVED EROSION AND
SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT
FROM LEAVING THE SITE.
ul�Pe
.
- - - 16. MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES SHALL BE APPROVED BY NC DENR LAND QUALITY
USGS VICINITY MAP DIVISION PRIOR TO EXECUTION. A COPY OF ALL PERMITS SHALL BE MAINTAINED BY THE CONTRACTOR ON—SITE AT ALL
SCALE: 1 "=2000' TI MES.
LEGEND
WETLANDS v�
STREAMS
CONTACT INFORMAT19ON FOR
ON-SITE EROSION AND SEDIMENT
CONTROL MEASURES: TERRY SHELTON
PHONE: [phone] EXT. 131
FAX: [phone]
AREA OF LAND DISTURBANCE = 4.55± (ACRES)
*CONSTRUCTION WILL OCCUR WITHIN A 20' WIDE
STRIP TYPICALLY 10' OFF EDGE OF PAVEMENT.
E&S LEGEND
LIMITS OF DISTURBANCE
CDCHECK DAMS '
NC E&S STD. 6.63
CE TEMPORARY STONE CONSTRUCTION
ENTRANCE, NC. E&S STD. 6.06
TS TEMPORARY SEEDING, TS
NC E&S STD. 6.10
PS PERMANENT SEEDING,
�7 NC E&S STD. 6.11 1111
PS
WRECP0 SOIL STABILIZATION BLANKETS & MATTING,
NC E&S STD. 6.17
SF SILT FENCE, NC E&S STD. 6.62 — SF
Clp CULVERT INLET PROTECTION,
r NC E&S STD. 6.55
USC
UTTILITY
25ROSSING
VA E S STD
DRAINAGE FLOW ARROW
w/ APPROXIMATE SLOPE
SCALE
0' 600' 1200'
SCALE: 1 " = 600'
REVISIONS
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
1
2/11/19
MWC
PER DEQ COMMENT
No.
DATE
BY
Description
REVISIONS
TITLE
Erosion and
Sedimentation
Control Plan
PROJECT NO. 50046462 / 50102913
SHEET NO.
C2
OF
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
Erosion and
Sedimentation
Control Plan
PROJECT NO. 50046462 / 50102913
SHEET NO.
C2
OF

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2 j � /z69 STA. 122+25, INSTALL AIR RELEASE
VALVE @ HIGH POINT (EXACT
z6s LOCATION TO BE DETERMINED IN
FIELD) (TURN UP TRACING WIRE)
Fqo STA. 121+50, INSTALL
ANEW FIRE HYDRANT ASSEMBLY
3
CONTRACTOR SHALL INSTALL CLA-VAL
SERIES MODEL -136 -AU ELECTRONIC
PROGRAMMABLE CONTROL VALVE W/
X102 FLOW LIMITING ASSEMBLY & PILOT
SYSTEM COMPONENTS. THIS SETUP SHALL
INCLUDE THE FOLLOWING OPTIONS X46A FLOW
CLEAN STRAINER, CK2 ISOLATION VALVE, X43
"Y" STRAINER OR APROVED EQUAL.
LIQUID FILLED PRESSURE GAGE -
0-100 PSI W/ BRASS PET COCK
4" CLEAN STONE W/ HEAVY DUTY
WEED BARRIER FABRIC 4'-0" MIN.
AROUND ALL STRUCTURES INCLUDING
ELECTRIC SERVICE SHELTER
P CONTRACTOR SHALL
\STA. 121+08, INSTALL STA. 121+16, INSTALL INSTALL 12" GV, BOX
20"x10" ECCENTRIC RED. 20" - 22 1/2° BEND AND 12"x2" COMPANION
WITH RES. FITTINGS WITH RES. FITTINGS FLG.
STA. 121+06, INSTALL 10"
GV WITH RES. FITTINGS
\-STA. 120+96, NC MASTER
METER AND CONTROL
VALVE VAULT
-ELECTRICAL SERVICE
STRUCTURE AND LIGHT POLE
-WITH RES. FITTINGS STA.
120+86, INSTALL 12" GV
-STA. 120+84, INSTALL
12"x20" ECCENTRIC RED.
WITH RES. FITTINGS
-AUTOMATIC FLUSHING VALVE
REF. DETAIL SHT C2.1.
NC - MASTER METER VAULT SITE PLAN
SCALE: 1 " = 50'
"^'USTABLE PIPE SADDLE SUPPORT
ANVIL OR APPROVED EQUAL
TCH TO PIPE TO BE SUPPORTED)
(USED W/ 4" STANCHION)
1/2", 4" (USED W/ 6"
,NCHION) DIA. G.S. PIPE
.-THREADED ROD
STANCHION 4"-16"
PIPES 6" STANCHION
-36" DIA. PIPES
OXY ANCHOR BOLTS
3EDDED 6" MIN.
PIPE SUPPORT DETAIL
NOT TO SCALE 4" THROUGH 36" PIPE
FLOWFROM
ROM
EDEN
FLOW FROM
EDEN
12" D.I.P. 2" COPPER
(SEE NC - MASTER METER
AND CONTROL VALVE
VAULT DETAIL THIS SHT.)
CONTRACTOR SHALL EXTEND PVC DRAIN
PIPE FROM HATCH FRAME DRAIN ROUTING
ALONG WALL TO 6" ABOVE VAULT BOTTOM.
ALUM. LADDER EQUAL TO HALLIDAY
SERIES L1 D (FLOOR & HATCH FRAM
MOUNTED) W/ PULL UP EXTENSION POST
EQUAL TO HALLIDAY SERIES L1 E. (REF.
PLAN VIEW FOR PROPER ORIENTATION)
PROVIDE POSITIVE DRAINAGE
AWAY FROM TOP OF VAULT
TYP. ENTIRE STRUCTURE
20"x10" M.J. ECCENTRIC
RED. W/ RES. FITTINGS
10" M.J. G.V. W/ RES. -
FITTINGS AND BOX
NOTE: CONTRACTOR TO
PROVIDE ADDITIONAL PIPE
SUPPORTS AS NEEDED TO
ENSURE ADEQUATE PIPE
SUPPORT.
PIPE SUPPORTS-
(TYP.) REF.
DETAIL THIS SHT.
4" WEEP HOLE -
(TYP. OF 4)
-109-1 LAI 1-1
2" COPPER
AM
3'-0" 2" UNION
INSULATED HOT BOX 2'-0"H x 3'-0"L
/ FIBERGLASS WITH STAINLESS STL.
HARDWARE AND ANCHORS.
4" D.I.P.
5
GENERAL NOTES:
1. ALL ABOVE GROUND PIPING SHALL HAVE INSULATION AND
HEAT TAPE, REF. ELECTRICAL.
2. ALL PIPE IN MASTER METER VAULT, ABOVE GROUND D.I.
PIPE FOR FLUSHING ASSEMBLY, AND MISC. CARBON
STEEL COMPONENTS SHALL RECEIVE HIGH PERFORMANCE
COATING SYSTEM (REF. SPEC. 099600)
aLL. O
24 MESH S.S.
SCREENED
o N o OUTLET
U I 00000
cV
`° 1'-0" MIN. CLEAR
X X X X a
PIPE
FELT o zw /���• �����
TYP. - � o '\
U
2" COPPER
CONTRACTOR SHALL INSTALL
DLJ EPDXY COATED BRONZE WATER
METER MODEL DLJ 200 2"
AND MUELLER / McCULLOUGH
EZ -VAULT OR APPROVED EQUAL
6" CLEAN STONE AUTOMATIC FLUSHING
VALVE ASSEMBLY DETAIL
N.T.S.
CONCRETE
COLLAR
4" D. 1. W/
COMPANION FLG.
60" X 48" ALUM. DOUBLE LEAF
H2O TRAFFIC RATED DOOR (BY
HALLIDAY OR APPROVED EQUAL)
TO BE PRECAST IN TOP BY
VAULT MANUFACTURER
8" TOP
THICKNESS TOP ELEV.=592.00'
FLUSH W/ GRADE
8" (TYP.)
(0-160 PSI) LIQUID
FILLED PRESSURE
GAUGE WITH BRASS
PET COCK (TYP. OF 2)
1/2" NON -THREADED
SAMPLE TAP
10" BOTT. SLAB
CLASS I RIP -RAP
4" CLEAN STONE W/ HEAVY DUTY
WEED BARRIER FABRIC 4'-0" MIN.
AROUND ALL STRUCTURES INCLUDING
ELECTRIC SERVICE SHELTER
CENTERLINE=573.90'
FLOW TO
INDUSTRIAL
PARK
12"x12" M.J. TEE
W/ RES. FITTINGS
CONTRACTOR SHALL INSTALL
12" GV, BOX AND 12"x2"
COMPANION FLG. (SEE
AUTOMATIC FLUSHING VALVE
ASSEMBLY DETAIL THIS SHT.)
FLOW TO
INDUSTRIAL
PARK
-20"x20"x12" M.J. RED.
TEE W/
RES. FITTINGS
(TYP. 2
OD
-20"x12"
M.J. ECCENTRIC
STA. 119+89, INSTALL
RES. FITTINGS
-12" M.J.
20" - 22 1/2* BEND I
OI O
AND BOX
WITH RES. FITTINGS
WEED BARRIER
FABRIC 4'-0" MIN.
BORE PIT
-D �
ELECTRIC
LOCATION 12'X25' I
Z�
J
STA. 120+29, INSTALL
z
I a
20" - 45° BEND
J
WITH RES. FITTINGS
I �'
50 (LF)
- 20" D.I.P. TO EXTEND EACH END OF
CASING
5'-0" APPROX. STA. 120+30 TO 120+80
RES. FITTINGS REQ'D FROM STA. 119+60 TO 121+40
40 (LF)
- 30" DIA. X 0.500 WALL THICKNESS STEEL
w�a�Qo�
CASING
PIPE, TO BE DRY BORE AND JACKED TO
EXTEND
5'-0" MIN. BEYOND E.O.P.
STA. STA. 120+35 TO 120+75
STA. 120+76, INSTALL
20" - 45' BEND
<
WITH RES. FITTINGS
0-
2
OOMgINA�ION
V6 1NR� UL �A�NEAO 6
S�A�IAOVUM-� ROGATION
AIR � POINT �EX�F�E�Di
H�OH 1NE� �N
�ETERM
STtAIQ
VS of
05
S
2 j � /z69 STA. 122+25, INSTALL AIR RELEASE
VALVE @ HIGH POINT (EXACT
z6s LOCATION TO BE DETERMINED IN
FIELD) (TURN UP TRACING WIRE)
Fqo STA. 121+50, INSTALL
ANEW FIRE HYDRANT ASSEMBLY
3
CONTRACTOR SHALL INSTALL CLA-VAL
SERIES MODEL -136 -AU ELECTRONIC
PROGRAMMABLE CONTROL VALVE W/
X102 FLOW LIMITING ASSEMBLY & PILOT
SYSTEM COMPONENTS. THIS SETUP SHALL
INCLUDE THE FOLLOWING OPTIONS X46A FLOW
CLEAN STRAINER, CK2 ISOLATION VALVE, X43
"Y" STRAINER OR APROVED EQUAL.
LIQUID FILLED PRESSURE GAGE -
0-100 PSI W/ BRASS PET COCK
4" CLEAN STONE W/ HEAVY DUTY
WEED BARRIER FABRIC 4'-0" MIN.
AROUND ALL STRUCTURES INCLUDING
ELECTRIC SERVICE SHELTER
P CONTRACTOR SHALL
\STA. 121+08, INSTALL STA. 121+16, INSTALL INSTALL 12" GV, BOX
20"x10" ECCENTRIC RED. 20" - 22 1/2° BEND AND 12"x2" COMPANION
WITH RES. FITTINGS WITH RES. FITTINGS FLG.
STA. 121+06, INSTALL 10"
GV WITH RES. FITTINGS
\-STA. 120+96, NC MASTER
METER AND CONTROL
VALVE VAULT
-ELECTRICAL SERVICE
STRUCTURE AND LIGHT POLE
-WITH RES. FITTINGS STA.
120+86, INSTALL 12" GV
-STA. 120+84, INSTALL
12"x20" ECCENTRIC RED.
WITH RES. FITTINGS
-AUTOMATIC FLUSHING VALVE
REF. DETAIL SHT C2.1.
NC - MASTER METER VAULT SITE PLAN
SCALE: 1 " = 50'
"^'USTABLE PIPE SADDLE SUPPORT
ANVIL OR APPROVED EQUAL
TCH TO PIPE TO BE SUPPORTED)
(USED W/ 4" STANCHION)
1/2", 4" (USED W/ 6"
,NCHION) DIA. G.S. PIPE
.-THREADED ROD
STANCHION 4"-16"
PIPES 6" STANCHION
-36" DIA. PIPES
OXY ANCHOR BOLTS
3EDDED 6" MIN.
PIPE SUPPORT DETAIL
NOT TO SCALE 4" THROUGH 36" PIPE
FLOWFROM
ROM
EDEN
FLOW FROM
EDEN
12" D.I.P. 2" COPPER
(SEE NC - MASTER METER
AND CONTROL VALVE
VAULT DETAIL THIS SHT.)
CONTRACTOR SHALL EXTEND PVC DRAIN
PIPE FROM HATCH FRAME DRAIN ROUTING
ALONG WALL TO 6" ABOVE VAULT BOTTOM.
ALUM. LADDER EQUAL TO HALLIDAY
SERIES L1 D (FLOOR & HATCH FRAM
MOUNTED) W/ PULL UP EXTENSION POST
EQUAL TO HALLIDAY SERIES L1 E. (REF.
PLAN VIEW FOR PROPER ORIENTATION)
PROVIDE POSITIVE DRAINAGE
AWAY FROM TOP OF VAULT
TYP. ENTIRE STRUCTURE
20"x10" M.J. ECCENTRIC
RED. W/ RES. FITTINGS
10" M.J. G.V. W/ RES. -
FITTINGS AND BOX
NOTE: CONTRACTOR TO
PROVIDE ADDITIONAL PIPE
SUPPORTS AS NEEDED TO
ENSURE ADEQUATE PIPE
SUPPORT.
PIPE SUPPORTS-
(TYP.) REF.
DETAIL THIS SHT.
4" WEEP HOLE -
(TYP. OF 4)
-109-1 LAI 1-1
2" COPPER
AM
3'-0" 2" UNION
INSULATED HOT BOX 2'-0"H x 3'-0"L
/ FIBERGLASS WITH STAINLESS STL.
HARDWARE AND ANCHORS.
4" D.I.P.
5
GENERAL NOTES:
1. ALL ABOVE GROUND PIPING SHALL HAVE INSULATION AND
HEAT TAPE, REF. ELECTRICAL.
2. ALL PIPE IN MASTER METER VAULT, ABOVE GROUND D.I.
PIPE FOR FLUSHING ASSEMBLY, AND MISC. CARBON
STEEL COMPONENTS SHALL RECEIVE HIGH PERFORMANCE
COATING SYSTEM (REF. SPEC. 099600)
aLL. O
24 MESH S.S.
SCREENED
o N o OUTLET
U I 00000
cV
`° 1'-0" MIN. CLEAR
X X X X a
PIPE
FELT o zw /���• �����
TYP. - � o '\
U
2" COPPER
CONTRACTOR SHALL INSTALL
DLJ EPDXY COATED BRONZE WATER
METER MODEL DLJ 200 2"
AND MUELLER / McCULLOUGH
EZ -VAULT OR APPROVED EQUAL
6" CLEAN STONE AUTOMATIC FLUSHING
VALVE ASSEMBLY DETAIL
N.T.S.
CONCRETE
COLLAR
4" D. 1. W/
COMPANION FLG.
60" X 48" ALUM. DOUBLE LEAF
H2O TRAFFIC RATED DOOR (BY
HALLIDAY OR APPROVED EQUAL)
TO BE PRECAST IN TOP BY
VAULT MANUFACTURER
8" TOP
THICKNESS TOP ELEV.=592.00'
FLUSH W/ GRADE
8" (TYP.)
(0-160 PSI) LIQUID
FILLED PRESSURE
GAUGE WITH BRASS
PET COCK (TYP. OF 2)
1/2" NON -THREADED
SAMPLE TAP
10" BOTT. SLAB
CLASS I RIP -RAP
4" CLEAN STONE W/ HEAVY DUTY
WEED BARRIER FABRIC 4'-0" MIN.
AROUND ALL STRUCTURES INCLUDING
ELECTRIC SERVICE SHELTER
CENTERLINE=573.90'
FLOW TO
INDUSTRIAL
PARK
12"x12" M.J. TEE
W/ RES. FITTINGS
CONTRACTOR SHALL INSTALL
12" GV, BOX AND 12"x2"
COMPANION FLG. (SEE
AUTOMATIC FLUSHING VALVE
ASSEMBLY DETAIL THIS SHT.)
FLOW TO
INDUSTRIAL
PARK
-20"x20"x12" M.J. RED.
TEE W/
RES. FITTINGS
(TYP. 2
PLACES)
-20"x12"
M.J. ECCENTRIC
RED. W/
RES. FITTINGS
-12" M.J.
G.V. W/ RES.
FITTINGS
AND BOX
4" CLEAN STONE W/ HEAVY DUTY
WEED BARRIER
FABRIC 4'-0" MIN.
AROUND
ALL STRUCTURES INCLUDING
ELECTRIC
SERVICE SHELTER
Dewberry
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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SCALE: 1/2" = V-0"
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SCALE: 1 " = 50'
No. DATE BY Description
REVISIONS
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DATE
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SCALE: 1 " = 50'
No. DATE BY Description
REVISIONS
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
NC
Master Meter
and Control Valve
Vault
PROJECT NO. 50046462 / 50102913
SHEET NO.
C2. 1
OF

IDewberz
Dewberry Engineers Inc.
551 PINEY FOREST RC
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
C
SEAL "a...•••••.•.
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VERT. 1 "=5'
HORIZ. 1 "=50'
1
2/11/19
MWC
PER DEQ COMM
No.
DATE
BY
I Description
REVISIONS
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
DATE
APRIL, 2019
TITLE
20" WAT E R L I N E
'LAN AND PROFILE
►ll
PROJECT NO. 50046462 / 501021
C3
SHEET NO. OF

1 9 q d F
yevil
Dewberry'
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
C
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MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
2
3/14/19
MWC
PER DWQ COMMENT
1
2/11/19
MWC
PER DEQ COMMENT
No.
DATE
BY
Description
REVISIONS
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
20" WATERLINE
'LAN AND PROFILE
E
PROJECT NO. 50046462 / 50102913
C 4
SHEET NO. OF

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C
1 2 3 4 5
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IMPACT SITE 1 USE TIMBER MATS
SCALE: 1"=20' THROUGH WETLANDS 9 9 \
(REF. DET. SHT. C22)
0)
IMPACT SIT 1 —
Al
/ b E7
/ �Dl
Co
XYZ9s Ln
STA. 134+00, INSTALL 20"
,1 BV WITH RES. FITTINGS
�V
STA. 135+00, INSTALL
FIRE HYDRANT ASSEMBLY
PROVIDE STREAM
RESTORATION PER
DETAILS
STA. 135+25 TO 135+35,
INSTALL 20' OF STEEL
ENCASEMENT (SEE BORING
DET. SHT. C19)
STA. 135+56, INSTALL 20"
BV WITH RES. FITTINGS
565---
560
555
550
IMPACT'—
SITE
PACT'SITE 1
530
525
5Co"
20
W �
2� _
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Z W
Z �
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515
J
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Zw
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PROVIDE STREAM 1
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DETAILS I I
�1
4
STA. 137+93, INSTALL (2)
l 20" 45° VERTICAL BENDS _
W/ RES. FITTINGS o i C)
528 80
CURVE
---- S = 26.07 —\
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to a�S x� MKP q G' BORE PIT \ o 3
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I/ STA. 138+00 INSTALL AIR �• STA. 144+78, INSTALL
BORE PIT ; i I I RELEASE VALVE @ HIGH STA. 141 +80, INSTALL AIR 20" 11.25* BEND WITH \
LOCATION 12'X25' I 1 , RELEASE VALVE © HIGH o
POINT (EXACT LOCATION TO POINT (EXACT LOCATION TO o RES. FITTINGS zLu
zs
I a j I I j BE DETERMINED IN FIELD) BE DETERMINED IN FIELD) STA. 145+20, INSTALL O J z/
jo owl I (TURN UP TRACING WIRE) (TURN UP TRACING WIRE) N 20" 11.25* BEND WITH Q C,_
J
Im J m i 4 IQ U zl STA. 137+93, INSTALL RES. FITTINGS
v wl I w Q w Q , FIRE HYDRANT ASSEMBLY STA. 140+90, INSTALL FIRE ? U
I z zl z" z C i HYDRANT ASSEMBLY Q 10' PERMANENT w Q U
150 (LF) - 20 D.I.P. W/ RES. FITTINGS Z EASEMENT C/)
I—
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o Q
NOTES: 105 (LF) - 30" DIA. X 0.500 WALL o C
1. CONTRACTOR SHALL INSTALL ROLLED EROSION CONTROL PRODUCT THICKNESS STEEL CASING PIPE, TO BE C
OR SOD ON ALL DISTURBED DITCHLINES STEEPER THAN 2.00% SLOPE. DRY BORE AND JACKED TO EXTEND 5'-0" z v
ALL DISTURBED AREAS ARE TO BE MULCHED AND SEEDED PER THE MIN. BEYOND UTILITY RIGHT-OF-WAY Q il-
SPECIFICATIONS WITHIN 7 DAYS OF ACHIEVING FINAL GRADES. APPROX. STA. 136+85 TO 137+90 _z o I
2. CONTRACTOR SHALL REFRAIN FROM DISTURBING ALL WETLANDS AND Q
STREAMS UNLESS OTHERWISE DIRECTED ON THE PLAN. IF CONTRACTOR �w
DOES DISTURB WETLANDS, THEY MUST BE RESTORED TO ORIGINAL I
CONTOUR, AND ALL EXCESS EXCAVATED MATERIAL MUST BE COMPLETELY
REMOVED FROM THE WETLANDS. (REF. NATIONWIDE 12 PERMIT FOR ALL
REGULATIONS REGARDING WETLANDS FOR THIS PROJECT.)
3. REFERENCE WETLAND TEMPORARY AND PERMANENT SEEDING
SCHEDULES AND MIXTURES SHT. C22.
565 1 550
�_ _j
0.500 WALL THICKNESS
CASING PIPE, TO
JACKED TO EXTE
BEYOND UTILITY
APP OX. STA. 1
STEEL.Q
BE DRY BORE AND
D 5'-0" MIN. o
IGHT-OF-WAY Q
6+85 TO 137+90
�
m
__
560
MAINTAIN MIN.
5'-0"-
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z
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¢
545
STA. 135+00 TO 135+56 NOTES:
cc
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SEPARATION
BETWEEN
AN
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TOP OF ENCASEMENT
O W
B540
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X
STA. 13.15+25
TO -
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WILL CROSS
135+3
ALL
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STEEL
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ENCASE
ENT (SEE
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530
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528 80
CURVE
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LOCATION 12'X25' I 1 , RELEASE VALVE © HIGH o
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1. CONTRACTOR SHALL INSTALL ROLLED EROSION CONTROL PRODUCT THICKNESS STEEL CASING PIPE, TO BE C
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CONTOUR, AND ALL EXCESS EXCAVATED MATERIAL MUST BE COMPLETELY
REMOVED FROM THE WETLANDS. (REF. NATIONWIDE 12 PERMIT FOR ALL
REGULATIONS REGARDING WETLANDS FOR THIS PROJECT.)
3. REFERENCE WETLAND TEMPORARY AND PERMANENT SEEDING
SCHEDULES AND MIXTURES SHT. C22.
565 1 550
132+00 133+00 134+00 135+00
136+00
137+00
138+00
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515 1 500
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Dewberry
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
�_ _j
0.500 WALL THICKNESS
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AT THIS LOCATION.
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PASS
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EITHER
OVER OR UNDER
ALL GAS LINES PRE
ENT.
+
> +Or
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LO
5. THE LINES
ARE BEL
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THE
550
535
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132+00 133+00 134+00 135+00
136+00
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No.
DATE
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REVISIONS
TITLE
20" WATERLINE
PLAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C5
SHEET NO. OF
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
20" WATERLINE
PLAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C5
SHEET NO. OF

1 9 _'q d R
Dewberry'
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
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DATE
MWC
RSE
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APRIL, 2019
TITLE
20" WATERLINE
'LAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C6
SHEET NO.
OF
3
3/14/19
MWC
PER DWQ COMMENT
2
2/11/19
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PER DEQ COMMENT
1
1/10/19
MWC
REV PER USACE
COMMENTS
No.
DATE
BY
Description
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
RSE
LAB
APRIL, 2019
TITLE
20" WATERLINE
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PROJECT NO. 50046462 / 50102913
C6
SHEET NO.
OF

1 9 1 d
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also,
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DANVILLE, VA 24540
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DATE
MWC
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APRIL, 2019
TITLE
20" WATERLINE
'LAN AND PROFILE
E
PROJECT NO. 50046462 / 50102913
C 7
SHEET NO. OF
1
1/10/19
MWC
REV PER USACE
COMMENTS
No.
DATE
BY
Description
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
RSE
LAB
APRIL, 2019
TITLE
20" WATERLINE
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PROJECT NO. 50046462 / 50102913
C 7
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551 PINEY FOREST ROAD
DANVILLE, VA 24540
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Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
RSE
LAB
APRIL, 2019
TITLE
20" WATERLINE
PLAN AND PROFILE
PROJECT NO. 50046462 / 50102913
SHEET NO.
OF
2
2/11/19
MWC
PER DEQ COMMENT
1
1/10/19
MWC
REV PER USACECOMMENTS
No.
DATE
BY
Description
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
RSE
LAB
APRIL, 2019
TITLE
20" WATERLINE
PLAN AND PROFILE
PROJECT NO. 50046462 / 50102913
SHEET NO.
OF

1 9 q d
Dewberry'ell,
.�;evil
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
C
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C
No. I DATE I BY I Description
REVISIONS
E
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
20" WATERLINE
'LAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C9
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C
No. I DATE I BY I Description
REVISIONS
E
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
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'LAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C9
SHEET NO. OF

1 9 1 d R
'01991. D e w b e r r
also,
Y
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
C
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MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
3
3/14/19
MWC
PER DWQ COMMENT
2
2/11/19
MWC
PER DEQ COMMENT
1
1/10/19
MWC
REV PER USACE
COMMENTS
No.
DATE
BY
Description
REVISIONS
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
20" WATERLINE
'LAN AND PROFILE
E
PROJECT NO. 50046462 / 50102913
C10
SHEET NO. OF

1 9 1 a R
Dewberry'ell,
.�;evil
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
C
121WdWW_l01
Ed
SCALE
0' 50' 100'
SCALE: 1 " = 50'
VERT. 1 "=5'
HORIZ. 1 "=50'
C
No. I DATE I BY I Description
REVISIONS
E
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
20" WATERLINE
'LAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C 11
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C
No. I DATE I BY I Description
REVISIONS
E
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
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PROJECT NO. 50046462 / 50102913
C 11
SHEET NO. OF

1 9 q a
evDewberry'
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Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
C
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REVISIONS
E
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
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'LAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C12
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DRAWN BY
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CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
20" WATERLINE
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PROJECT NO. 50046462 / 50102913
C12
SHEET NO. OF

1 9 q a
Dewberry'ell,
.�;evil
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
C
C
121WdWW_l01
A
SCALE
0' 50' 100'
SCALE: 1 " = 50'
VERT. 1 "=5'
HORIZ. 1 "=50'
C
No. I DATE I BY I Description
REVISIONS
E
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
20" WATERLINE
'LAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C13
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No. I DATE I BY I Description
REVISIONS
E
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
20" WATERLINE
'LAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C13
SHEET NO. OF

0 ;;.
Dewben
...
Dewberry Engineers Inc.
551 PINEY FOREST RC
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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SCALE: 1 " = 50'
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HORIZ. 1 "=50'
REVISIONS
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
DATE
APRIL, 2019
3
3/14/19
MWC
PER DWQ COVIN
2
2/11/19
MWC
PER DEQ COM
1
1/10/19
MWC
REV PER USACE
COMMENTS
No.
DATE
BY
Description
REVISIONS
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
DATE
APRIL, 2019
TITLE
20" WATERLINE
'LAN AND PROFILE
E
PROJECT NO. 50046462 / 50102!
C14
SHEET NO.
OF

1 9 1 d
Dewberry'ell,
.�;evil
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
C
C
121WdWW_l01
A
SCALE
0' 50' 100'
SCALE: 1 " = 50'
VERT. 1 "=5'
HORIZ. 1 "=50'
C
No. I DATE I BY I Description
REVISIONS
E
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
20" WATERLINE
'LAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C15
SHEET NO. OF
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SCALE: 1 " = 50'
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HORIZ. 1 "=50'
C
No. I DATE I BY I Description
REVISIONS
E
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
20" WATERLINE
'LAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C15
SHEET NO. OF

1 9 1 d R
Dewberry'ell,
.�;evil
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
C
C
121WdWW_l01
A
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0' 50' 100'
SCALE: 1 " = 50'
VERT. 1 "=5'
HORIZ. 1 "=50'
C
No. I DATE I BY I Description
REVISIONS
E
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
20" WATERLINE
'LAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C16
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HORIZ. 1 "=50'
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No. I DATE I BY I Description
REVISIONS
E
DRAWN BY
APPROVED BY
CHECKED BY
DATE
MWC
APRIL, 2019
TITLE
20" WATERLINE
'LAN AND PROFILE
PROJECT NO. 50046462 / 50102913
C16
SHEET NO. OF

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C0
1 1 2
IRAMA/%T C%ITr 7
Ivimi l 7 l ml i ll IYI 11 7. I.,- V I
OFF E.O.P. (TYP.)
STORM STRUCTURE
THROUGHT-537.66
INV = 534.94
15" RCP INV -534,84
STA. 303+19 TO 303+59,-
40 (LF) — 30" X 0.500"
WALL THICKNESS STEEL
CASING PIPE, TO BE DRY
BORE AND JACKED (SEE
BORING DET. SHT. C19)
3 1 4 1 5
NOTES:
1. CONTRACTOR SHALL INSTALL ROLLED EROSION CONTROL PRODUCT
OR SOD ON ALL DISTURBED DITCHLINES STEEPER THAN 2.00% SLOPE.
ALL DISTURBED AREAS ARE TO BE MULCHED AND SEEDED PER THE
SPECIFICATIONS WITHIN 7 DAYS OF ACHIEVING FINAL GRADES.
2. CONTRACTOR SHALL REFRAIN FROM DISTURBING ALL WETLANDS AND
STREAMS UNLESS OTHERWISE DIRECTED ON THE PLAN. IF CONTRACTOR
DOES DISTURB WETLANDS, THEY MUST BE RESTORED TO ORIGINAL
0,���� CONTOUR, AND ALL EXCESS EXCAVATED MATERIAL MUST BE COMPLETELY
��� REMOVED FROM THE WETLANDS. (REF. NATIONWIDE 12 PERMIT FOR ALL
�� REGULATIONS REGARDING WETLANDS FOR THIS PROJECT.)
3. CONTRACTOR SHALL LOCATE BOTH EXISTING 12" WATERLINES AND
TIE—IN EXISTING SERVICES TO NEWER D.I. LINE CLOSEST TO ROAD.
EXISTING 12" CAST IRON WATERLINE TO BE ABANDONED IN PLACE.
TOP of WL PIPE COORDINATE WITH CITY OF EDEN FOR LOCATION OF METERS, VALVES, AND
TOP = 529.06 TIE—INS.
BOX CULVERT
9'W x 10'H
NV = 527.7'
STORM STRUCTURE COLLAPSED
THROUGH=538.21 INV=NO ACCESS
°a
OHF � �
/18" GONG. WALE IMPACT SITE 7
TW=53
APPROX. LOCATION OF EX. 16" WATERLINE
-------CONTRACTOR TO FIELD LOCATE VERT. AND
HORIZ. EX. 16" WATERLINE PRIOR TO
CONNECTING NEW 16" WATERLINE. CONTRACTOR
SF SHALL TIE—IN TO WITH NEW 16" WATERLINE,
16" TAPPING TEE AND 16" GV, 16"X20"
ECCENTRIC INCREASER, (2) 45° BENDS WITH
RES. FITTINGS (REF. DET. THIS SHT.)
3A4 STA. 303+76, INSTALL AIR
RELEASE VALVE ® HIGH
POINT (EXACT LOCATION TO
BE DETERMINED IN FIELD)
(TURN UP TRACING WIRE)
APPROX. LOCATION OF END
EX. 16" WATERLINE BEGIN
EX. 12" WATERLINE
STA. 303+73, INSTALL
20" — 45° BEND WITH
RES. FITTINGS
STA. 303+63, INSTALL
20" — 45° BEND WITH
RES. FITTINGS
STA. 303+61, INSTALL
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ATERLINE
MAINTAIN
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16"
SEPARATION B
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WATERLINE.
CONTRACTOR SHALL
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525
OF CREEK A
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WIT
NEW 16" WATERLINE, 15"
TAPPING
525
ENCASHMENT
TE
INC
AND 16" G , 16"X20"
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Dewberry
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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Dewberry
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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a ° a VERIFY PIPE TYPE PRIOR
a ° TO INSTALLATION
AIR RELEASE VALVE —
(REF. DET. SHT'S. C18)
EX. 16"
50'f REF. SITE PLAN
FOR LOCATION AND
LAYOUT THIS SHT.
20"x16" ECCENTRIC
REDUCER W/ RES.
FITTINGS (REF. DET.
SHT'S. C19)
(2) 20" 90° BENDS W/
RES. FITTINGS (REF.
DET. SHT'S. C19)
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16" GATE VALVE W/ RES.
FITTINGS AND TRAFFIC
RATED BOX (REF. DET.
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THRUST BLOCKING
REF. DET. SHT. C19
WATERLINE CONNECTION DETAIL
SCALE: 1/2" = 1'-0"
THRUST BLOCKING
REF. DET. SHT. C19
SCALE
0' 1' 2' 4'
SCALE: 1/2" = l'- 0"
0' 50' 100'
SCALE: 1 " = 50'
VERT. 1 "=5'
HORIZ. 1 "=50'
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PER DWQ COMMENT
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2/11/19
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1/10/19
MWC
REV PER USACE
COMMENTS
No.
DATE
BY
Description
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ppo
a a
a o a ° 4
° 16"x16" TAPPING SLEEVE
° ° ° W/ RES. FITTINGS (REF.
DET. SHT. C19) FIELD
a ° a VERIFY PIPE TYPE PRIOR
a ° TO INSTALLATION
AIR RELEASE VALVE —
(REF. DET. SHT'S. C18)
EX. 16"
50'f REF. SITE PLAN
FOR LOCATION AND
LAYOUT THIS SHT.
20"x16" ECCENTRIC
REDUCER W/ RES.
FITTINGS (REF. DET.
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(2) 20" 90° BENDS W/
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EX. 16"
16" GATE VALVE W/ RES.
FITTINGS AND TRAFFIC
RATED BOX (REF. DET.
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THRUST BLOCKING
REF. DET. SHT. C19
WATERLINE CONNECTION DETAIL
SCALE: 1/2" = 1'-0"
THRUST BLOCKING
REF. DET. SHT. C19
SCALE
0' 1' 2' 4'
SCALE: 1/2" = l'- 0"
0' 50' 100'
SCALE: 1 " = 50'
VERT. 1 "=5'
HORIZ. 1 "=50'
REVISIONS
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
3
3/14/19
MWC
PER DWQ COMMENT
2
2/11/19
MWC
PER DEQ COMMENT
1
1/10/19
MWC
REV PER USACE
COMMENTS
No.
DATE
BY
Description
REVISIONS
TITLE
20" WATERLINE
PLAN AND PROFILE
PROJECT NO. 50046462 / 50102913
MM MM NCV
cW 00 06 00 06 00 06
LO C M co co M co M co M co M
Ln Ln m Ln Ln
C17
301+00 302+00 303+00 304+00 305+00 305+50
SHEET NO. OF
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
20" WATERLINE
PLAN AND PROFILE
PROJECT NO. 50046462 / 50102913
MM MM NCV
cW 00 06 00 06 00 06
LO C M co co M co M co M co M
Ln Ln m Ln Ln
C17
301+00 302+00 303+00 304+00 305+00 305+50
SHEET NO. OF

GROUND OR
STREET SURFACE
E
AIR VALVE AS DETAILED
IN SPECIFICATIONS
(SEE NOTE)
BALL VALVE
TAPERED COUPLING
OR CORP. STOP
8" -i OO
4"
12"
C
r�
1 2 3 4 5
— MANHOLE FRAME & COVER TO BE MODEL USF
385 RING AND J COVER BY U.S. FOUNDRY &
MFG. CORP. OR ENGR. APPROVED EQUAL
(STAMPED: WATER - CITY OF EDEN - VALVE)
ADDITIONAL SECTION OR
SPACERS AS REQUIRED
4 VENT PIPE W/ DOWNWARD
3' 2" ELBOW AND SCREEN
STD.4'PRECAST
NIPPLE FLATTOP MANHOLE
I—
WATERMAIN
V_0" GRAVEL TO TOP OF MAIN
o -I i,
EEI
4" GRAVEL BASE
_ NCDOT NO. 7 OR
_ 8 STONE
O O '77 NCDOT NO. 7 OR
8 STONE BEDDING
PLACE CONC. BLOCK ASTM C-139, OR POUR
12" x 8" CONC. RING FOOTING TO SUPPORT
CHAMBER, BUT LEAVE OPENING BELOW PIPE.
FILL SPACE INSIDE RING W/ CLEAN GRAVEL
FOR DRAINAGE. ELIMINATE CONC. FOOTING
IF SOLID ROCK IS ENCOUNTERED.
AIR RELEASE VALVE DETAIL
NOT TO SCALE
NOTES:
1. CONTRACTOR SHALL COORDINATE W/ENGINEER AND
OWNER FOR PLACEMENT OF AIR RELEASE VALVES AT
ALL LOCATIONS.AIR RELEASE VALVES SHALL BE
PLACED BEHIND GUARDRAILS AND DITCHES, AND NOT
IN FILL SLOPES OR CUT SLOPES.
2. PROVIDE BASKWASH ACCESSORIES ASSEMBLED TO
VALVE CONSISTING OF A 90° EL., A SHUT OFF VALVE,
CLEARWATER INLET VALVE, RUBBER SUPPLY HOSE
AND QUICK DISCONNECT COUPLINGS.
SAW TO NEAT EDGE (TYP.)
EXISTING PAVEMENT
0 0
21A OR B 6"MIN. o 0
6"
COMPACTED 21A BACKFILL
TO 95% DENSITY AT OPTIMUM
MOISTURE CONTENT
ORIGINAL GRADE
WALLS SHALL BE SLOPED —
AND/OR SHEETING PROVIDED
AS PER OSHA REQUIREMENTS
HAND PLACED CAREFULLY —
COMPACTED TO 90% DENSITY
AT OPTIMUM MOISTURE
CONTENT IN 6" LIFTS
PLACE STONE UP TO
SPRING LINE FOR D.I.
OR PVC PIPE
2" MIN. OVERLAY ASPHALT
CONCRETE SURFACE COURSE
TYPE (SM -2A)
EXISTING PAVEMENT
TYPE 1 SIZE 21A OR B AGG.
COMPACTED TO 100% MAX.
DENSITY AT OPTIMUM MOISTURE
CONTENT
6" BENCH (TYP.)
O.D. PIPE
O.D. + 24"(*) .I MIN. TRENCH WIDTH TO
SUPPORT TRENCH BOX
ASPHALT DRIVEWAY REPAIR DETAIL
NOT TO SCALE
6" OR SAME THICKNESS
AS EX. CONCRETE DRIVE.
WHICHEVER IS GREATER
SAW TO NEAT EDGE (TYP.)
EXISTING ASPHALT --\
6"
COMPACTED BACKFILL
5000 PSI AIR -ENTRAINED
"HIGH -EARLY" CONCRETE
6"x6" W.W.F.
EXPANSION JOINT
EXISTING CONCRETE
6" BENCH (TYP.)
O.D. PIPE
MIN. TRENCH WIDTH TO
O.D. + 24"(*) ► I SUPPORT TRENCH BOX
CONCRETE DRIVEWAY REPAIR DETAIL
NOT TO SCALE
PIPE SPRING
SEE TYP.
TRACING WIRE
ACCESS BOX
DET. FOR TAPE
AND WIRE
SLOPE AS REQUITED
APPROVED BACKFILL
PIPE O.D.
4
12"
LINE
O O
4" IN SOIL p p 6" IN ROCK
J t
COMPACTED STONE
SOIL BEDDING MATERIAL ROCK
TRENCH UNDERCUT
24" + O.D. MAX. MINIMUM 6" BELOW
do
20" + O.D. MIN. BARREL OF PIPE IN
ROCK
PIPE LAYING CONDITION
NOT TO SCALE
*NOTE: USE NO. 25 / NO. 26 STONE FOR BEDDING MATERIAL.
NON -TRAFFIC RATED SNAKEPIT TRACER WIRE
TERMINATION BOX, INSTALL EVERY 500' (DO NOT
INSTALL IN DRIVEWAYS, ROADS, OR HEAVY
TRAFFIC AREAS.
2' MIN.
I 4' MAX.
N
6" MIN.
MINIMUM
-L AROUND
PE
PLAN / SECTION
\� 6" PIPE 6"
/x O.D. TYP. O.D. TYP.
NOTES:
1. CONTRACTOR SHALL
PROTECT PIPE JOINTS �, 4 \� 6" TYP.
AS NECESSARY FOR
PORTIONS ENCASED.\�
2. CONTRACTOR SHALL
USE VIBRATORY METHOD `
TO ENSURE COMPLETE 4 ��\ PIPE O.D.
ENCASEMENT.
3. FLOTATION OF THE PIPE
DURING CONCRETE / p
PLACEMENT SHALL BE \ D
PREVENTED. / 6" TYP.
MARKER TAPE 12" ABOVE
j .O�MAIN
\� 12 AWG TRACER WIRE 3"
ABOVE MAIN
MAIN
TYPICAL TRACING WIRE NOTE: NON -TRAFFIC RATED SNAKEPIT
TRACER WIRE TERMINATION BOX AT
ACCESS BOX DETAIL EVERY 500' AND/OR TERMINATE INTO
NOT TO SCALE AIR RELEASE VALVE BOX
vvl Nv. i 1 11 Xvv i vwvi\
TYPE "C" BLOW OFF/
HIDDEN FLUSHING HYDRANT
N.T.S.
SECTION A -A CARRIER PIPE
CONCRETE ENCASEMENT DETAIL
NOT TO SCALE
2 COURSES OF BRICK
AS SHOWN
VALVE BOX
CONCRETE COLLAR
ON NCDOT R/W RECESS TOP 4" MIN.
OTHERWISE, EXISTING OR PROPOSED
GRADE
6" (TYP.) j >D ,
PLAN
Dewberry""
WATER MAIN
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
VALVE
CAST IRON COVER
3000 PSI
14" CONCRETE
(TYP.) COLLAR
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U)
SUPPORT BOX W/ MIN. w
2 COURSES OF BRICK z
D
BOTTOM OF TOP BRICK TO BE
EVEN W/ TOP OF BONNET MORTAR
BOLT FLANGE JOINT
d G DD Y
COMPACTED BACKFILL TO ,d .
NATURAL GROUND '
d G D
CONCRETE SUPPORT
SECTION
TYPICAL VALVE SETTING DETAIL
SCREW TYPE
4'-6" MIN. OR AS SHOWN ON PLANS
TO FACE STREET
AT 90° ANGLE —
3000 PSI
CONC. COLLAR T_
12" 6„ 18"
TYP
� d d
D D D D
T -yx'yX Y
ADJUSTABLE C.I. O
VALVE BOX w/BASE U) QLu
z
kIN Q U
a- z
IR SIZE) DUCTILE OR C.I. MECH. w W
JOINT TEE w/6" BRANCH 6" GATE VALVE U) �__
NOT TO SCALE
2-1/2" HOSE CONNECTION
EQUAL TO TOWN OR
NATIONAL STANDARD
BREAK RING
- FINISHED GRADE
1/2 CU. YARD
NO. 57 STONE
■ ill I M •: >O
•
OIOIpj�Olp���Ip��O .. • - I ��OI ��O •
•
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SEAL
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KEY PLAN
SCALE
AS NOTED
No. DATE BY Description
REVISIONS
TITLE
WATERLINE
DETAILS
PROJECT NO. 50046462 / 50102913
C18
SHEET NO. OF
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
WATERLINE
DETAILS
PROJECT NO. 50046462 / 50102913
C18
SHEET NO. OF

E
DRY BORED & JACKED WELDED
STEEL CASING PIPE.
1 2
XR
6" MIN.
HRUST
LOCK (TYP.)
PLAN BENDS
N.T.S.
18" MIN.-10"DIA. & LESS
24" MIN.-12"DIA. & GREATER
45° h
B'j °
/ ° a
B
SECTION X- X
BENDS & TEES
N.T.S. II -- -- I
r
PLAN & ELEV. PLUGS
N.T.S.
TYP. CONCRETE BLOCKING DETAIL
N.T.S.
PLAN TEES
N.T.S.
10" MIN.
P. CONC. THRUST a �16 #4 BARS
DLLAR MIN. 2" AS SHOWN
TO DISTURBED °
4T ON 3 SIDES ° TYP. MJ BEND w/
RESTRAINER GLANDS
°
11N. TRENCH BOTTOM
j// ,/.
UNDISTURBED
SOIL (TYP.)
NOTES:
1. FOR VERT. BEND DOWN IN EXCESS OF 1 1/4" ANCHORAGE SHALL
BE RECOMMENDED BY ENGINEER.
2. FOR VERT. BEND UPWARD, BLOCKING TO BE SIMILAR TO THAT
FOR HORZ. BEND. RES. FITTINGS MAY NOT BE SHOWN ON THE
PLANS, CONTRACTOR SHALL INSTALL RES. FITTINGS PER
ENGINEERS RECOMMENDATION OR SPEC. 333313.
3. GLANDS & BOLTS SHALL BE PROTECTED FROM CONC. WHEN
POURING THRUST BLOCKS
4. ALL THRUST BLOCK & SUPPORT CONC. SHALL BE 4,000 psi
CONCRETE, REF. SPEC. 033000.
SECTION - VERT. BEND
N.T.S.
8 BRICK BULKHEAD AT EACH END
OF CASING PIPE (WATER TIGHT 6" TYP.
GROUT AS REQ'D.) ��
i D.I. CARRIER PIPE J
(SEE PLANS FOR SIZE) CONC. CRADLE EXTEND FROM END
B OF CASING TO FIRST JOINT OF
SPIDER SUPPORT & SPACER BY SPIDER MFG. CARRIER PIPE (MIN. 5 LF)
INC. DURHAM N.C., OR APPROVED EQUAL (3
REQUIRED PER 18' JOINT OF PIPE) 1/4 CU. YD. CRUSHED STONE @
PROVIDE 3/4" COPPER OR PVC WEEP HOLE
C WEEP HOLE IN BULKHEAD @ LOW
END OF CASING PIPE, EXTEND
INTO CRUSHED STONE.
BORING DETAIL (GREATER THAN 4" CARRIER
NOT TO SCALE
NOTE: CONTRACTOR SHALL INSTALL RESTRAINED FITTINGS THROUGHOUT
CASING PIPE TO NEAREST VERTICAL BEND REF. JOINT RESTRAINT TABLE THIS
SHT. FOR PIPE LENGTHS REQUIRED TO BE RESTRAINED FROM THE BEND.
APPROVED DEWATERING DEVICE (SILT
BAG REF. TEMPORARY PUMP AROUND
DET. SHT. C22) OR DISCHARGE TO
r�
L
W
O
r`
SECTION A -A
NOTES: NOT TO SCALE
THE DETAIL IS NOT INTENDED AS FINAL FOR CONSTRUCTION. THE CONTRACTOR
IS STILL RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES OF CONSTRUCTION AND SAFETY PRECAUTIONS AS NECESSARY TO
OBTAIN A NCDOT PERMIT PRIOR TO CONSTRUCTION.
TYPICAL BORING PIT DETAIL
25'
TO CHECK DAM J
STEEL SHEETING
DISCHARGE HOSES
DEWATERING
PUMP
A
NUMBER OF
T -BOLTS
JACK
JACK
STEEL PUSH RING
PLYWOOD
INTAKE HOSE
THRUST
BLOCK
DETAILS
GUIDERAILS
350 PSI
6 3
6
PIPE
90°
BEND
45° BEND
22 1/2° BEND
11 1/4 BEND
TEE
12 8
PLUG
SIZE
A
B
A
B
A
B
A B
A
B
A
B
4'
20"
18"
12"
18"
6"
16"
4" 12"
16"
18"
16"
18"
6"
34"
24"
22"
20"
12"
20"
8" 16"
32"
20"
32"
20"
8"
54"
26"
32"
24"
16"
24"
12" 16"
48"
24"
48"
24"
10"
68"
32"
48"
26"
26"
24"
18" 18"
55"
28"
55"
28"
12"
100"
32"
60"
28"
34"
26"
20" 24"
76"
30"
76"
30"
14"
128"
34"
72"
32"
38"
32"
24" 26"
96"
32"
96"
32"
16"
120"
48"
88"
34"
46"
34"
24" 34"
120"
34"
120"
34"
20"
138"
64"
130"
36"
66"
36"
34" 36"
170"
36"
170"
36"
8 BRICK BULKHEAD AT EACH END
OF CASING PIPE (WATER TIGHT 6" TYP.
GROUT AS REQ'D.) ��
i D.I. CARRIER PIPE J
(SEE PLANS FOR SIZE) CONC. CRADLE EXTEND FROM END
B OF CASING TO FIRST JOINT OF
SPIDER SUPPORT & SPACER BY SPIDER MFG. CARRIER PIPE (MIN. 5 LF)
INC. DURHAM N.C., OR APPROVED EQUAL (3
REQUIRED PER 18' JOINT OF PIPE) 1/4 CU. YD. CRUSHED STONE @
PROVIDE 3/4" COPPER OR PVC WEEP HOLE
C WEEP HOLE IN BULKHEAD @ LOW
END OF CASING PIPE, EXTEND
INTO CRUSHED STONE.
BORING DETAIL (GREATER THAN 4" CARRIER
NOT TO SCALE
NOTE: CONTRACTOR SHALL INSTALL RESTRAINED FITTINGS THROUGHOUT
CASING PIPE TO NEAREST VERTICAL BEND REF. JOINT RESTRAINT TABLE THIS
SHT. FOR PIPE LENGTHS REQUIRED TO BE RESTRAINED FROM THE BEND.
APPROVED DEWATERING DEVICE (SILT
BAG REF. TEMPORARY PUMP AROUND
DET. SHT. C22) OR DISCHARGE TO
r�
L
W
O
r`
SECTION A -A
NOTES: NOT TO SCALE
THE DETAIL IS NOT INTENDED AS FINAL FOR CONSTRUCTION. THE CONTRACTOR
IS STILL RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES OF CONSTRUCTION AND SAFETY PRECAUTIONS AS NECESSARY TO
OBTAIN A NCDOT PERMIT PRIOR TO CONSTRUCTION.
TYPICAL BORING PIT DETAIL
25'
TO CHECK DAM J
STEEL SHEETING
DISCHARGE HOSES
DEWATERING
PUMP
A
NUMBER OF
T -BOLTS
JACK
JACK
STEEL PUSH RING
PLYWOOD
INTAKE HOSE
4
350 PSI
4 2
GUIDERAILS
BORING PIT PLAN
NOT TO SCALE
- 6" TYP.
CLASS B CONC.
CRADLE
SECTION B -B
DIRECTIONAL DRILL PIPING
CONNECTION ASSEMBLY DETAIL (TYP.)
3 4
NOTES:
1. THRUST RESTRAINT SHALL BE INSTALLED ON DUCTILE IRON "DIP" AND PVC FORCEMAINS AND WATERLINES IN THE MANNER
SHOWN PER THIS DETAIL. SEE STANDARD THRUST BLOCK DETAIL FOR ADDITIONAL RESTRAINT CRITERIA.
2. RESTRAINING DEVICES SHALL CONFORM TO ANSI/AWWA C111/A21.11 AND ANSI/AWWA C153/A21.53 OF LATEST REVISION.
3. COMPACT FITTINGS ARE ACCEPTABLE FOR USE WITH IRON RETAINING GLAND M.J. RESTRAINT.
4. THE MINIMUM LENGTH OF RESTRAINT INDICATED SHALL REQUIRE ALL JOINTS WITHIN THAT DISTANCE BE RESTRAINED.
5. RESTRAINT SYSTEMS SHALL BE INSPECTED AND APPROVED PRIOR TO BACKFILLING.
6. RESTRAINT SYSTEMS MAY VARY BASED UPON THE ENGINEERS DESIGN AS SHOWN ON THE PLAN AND PROFILE SHEETS.
7. MAKE ANY JOINT DEFLECTION NECESSARY BEFORE TORQUING THE T -HEAD BOLTS.
8. TIGHTEN T -HEAD BOLTS, BOTTOM FIRST, THEN TOP, SIDES AND REMAINDER.
9. REPEAT NOTE 1. UNTIL ALL T -BOLTS ARE PROPERLY TOURQED.
10. TIGHTEN TWIST -OFF NUTS SO THAT ALL WEDGES FIRMLY CONTACT PIPE.
11. TIGHTEN TWIST -OFF NUTS IN ALTERNATING MANNER, SHEARING OFF NUTS.
12. MEGALUG, STARGRIP, (OR APPROVED EQUAL) MAY BE RESET OR REUSED BY ASSEMBLY AS DESCRIBED ABOVE AND TORQUE
WEDGE BOLTS TO 90 FT LBS.
13. ANY PLACE A RESTRAINED FITTING IS CALLED OUT ON THE DRAWINGS THE ADJOINING PIPE JOINTS SHALL ALSO BE RESTRAINED
TO A DISTANCE IN BOTH DIRECTIONS FROM THE DESIGNATED FITTING AS INDICATED IN THIS TABLE.
NOMINAL NUMBER OF
PIPE SIZE TWIST -OFF
(INCHES) NUTS
NUMBER OF
T -BOLTS
RATED
PRESSURE
3 2
4
350 PSI
4 2
4
350 PSI
6 3
6
350 PSI
8 4
6
350 PSI
10 6
8
350 PSI
12 8
8
350 PSI
16 12
12
350 PSI
18 12
12
250 PSI
24 16
16
250 PSI
30 20
20
250 PSI
36 1 24
1 24
1 250 PSI
42 1 28
1 28
1 250 PSI
TWIST -OFF NUT
GAS ET
- — J? t
�MECHANICALSIDE VIEW FRONT
JOINT BELL VIEW
EBAA IRON MEGALUG RESTRAINING
DEVICE OR APPROVED SUBSTITUTE
IRON RETAINING GLAND MA
RESTRAINT
JOINT RESTRAINT TABLE - PVC
RESTRAIN ALL JOINTS WITHIN THESE LENGTHS. (LF EA SIDE OF FITTING)
PIPE SIZE
(INCHES)
111/4 BEND
22 1/2 BEND
45 BEND
90 BEND
DEAD END/
VALVE
REDUCER
VERT. 45
BEND U/L
6"
4
8
17
41
99
6"x8" 54'
41'/17'
8"
6
11
22
53
129
8"x12" 97'
54722'
12"
8
15
31
73
182
12"x16" 99'
76731'
16"
10
19
39
93
233
16"x20" 99'
97739'
20"
11
22
46
111
282
20"x24" 99'
117'/46'
24"
13
26
53
127
328
-
136'/53'
JOINT RESTRAINT TABLE - DIP
RESTRAIN ALL JOINTS WITHIN THESE LENGTHS. (LF EA SIDE OF FITTING)
PIPE SIZE
(INCHES)
111/4 BEND
22 1/2 BEND
45 BEND
90 BEND
DEAD END/
VALVE
REDUCER
VERT. 45
BEND U/L
6"
3
6
13
30
54
6"x8" 54'
23'/13'
8"
4
8
17
39
70
8"x12" 97'
29717'
12"
6
11
23
55
98
12"x16" 99'
41'/23'
16"
7
14
29
69
126
16"x20" 99'
52729'
20"
9
17
35
83
152
20"x24" 99'
63'/35'
24"
10
19
40
96
177
-
73740'
CALCULATION CONDITIONS:
TRENCH = TYPE 3
SOIL TYPE = ML
DEPTH = 3 FEET
TEST PRESSURE = 150 PSI
SAFETY FACTOR = 2.0
GRADE
I x
UPPER "U" -{
UPPER
45°
5
FLG.
-DERS FELT
JCRETE SLAB
LOWER LOWER "L"
45° °
a �
VERTICAL RESTRAINT L90° EL M.J. W/ CONCRETE
BLOCKING (REF. CONCRETE
V�ENGINO CNG BLOCKING DET.) AND RES.
\_R=S�RP\NEQ BF RE's rH TQ FITTINGS REF. TABLES THIS
Ir-
gSS E C�PR� S�� C ART �O POLYWRAP PRIOR TO
I POURING CONCRETE
we p\P /RpN PTFE
\RON ,PE C900 OR
ucTDI PIPE
\R0N p�PE /RoN /P
VALVE
VALVE FITTING
OR DEAD END
C900 OR RESTRAIN MJ JOINTS WITH IRON M.J.
DI PIPE RESTRAINT RETAINING GLANDS - STARPIPE
3000 SERIES (TYP.) (OR EQUAL)
DIP RESTRAINT RESTRAIN MJ JOINTS WITH IRON M.J.
STARGRIP SERIES 4000 OR RESTRAINT RETAINING GLANDS - STARPIPE
MEGALUG SERIES 2000 PV BY 3100P SERIES (TYP.) (OR EQUAL)
EBAA IRON (TYP.) STARPIPE SERIES 1100 (TYP.)
(OR EQUAL) ED I R (OR EQUAL)
SRP\N �STRAINF�
RESTRAINED PIPE DETAIL
NOT TO SCALE
3', MIN i 3' MI
ONE 20' SECTION HDPE
OF DIP
15' MIN SEX. STREAM
VARIES
TYPICAL DIRECTIONAL DRILL FOR
STREAM/WETLAND CROSSINGS DETAIL
NOT TO SCALE
NCDOT SPECIAL PROVISIONS FOR DIRECTIONAL DRILLING:
ONE 20' SECTION
OF DIP
DIRECTIONAL DRILLING METHODS HAVE NOT BEEN GIVEN STATEWIDE APPROVAL FOR USE ON NCDOT RIGHT OF WAY. UNDER NO CONDITION SHALL
JETTING ALONE OR WET BORING WITH WATER OF UTILITY PIPELINES BE ALLOWED. DIRECTIONAL BORING USING JETTING WITH A BENTONITE (OR
EQUIVALENT MATERIAL) SLURRY IS APPROVED AT A MINIMUM DEPTH OF TEN (SS 1110') FEET B(ELO))W THE PAVEMENT SURFACE [FIFTEENNE S (15') FEET
DIRECTIONAL
BELOW
BORINGE �FNOT RALLOWED TIAL I�REMBANK FULL CONTROL
EN T� ATOERIAL.CEDIRECTIONRLABORING ND FIVE ISSALLOWEDFEET B BEONEATHYEMBANKMETCH NT MATERIAL CREEK BED.
NATURALLY OCCURRING SOIL. ANY PARALLEL INSTALLATION UTILIZING THE DIRECTIONAL BORING METHOD SHALL BE MADE AT A MINIMUM DEPTH OF
FOUR (4') FEET (COVER) BELOW THE GROUND SURFACE AND OUTSIDE THE THEORETICAL 1:1 SLOPE FROM THE EXISTING EDGE OF PAVEMENT
EXCEPT WHERE THE PARALLEL INSTALLATION CROSSES A PAVED ROADWAY. ALL DIRECTIONAL BORES SHALL MAINTAIN TEN (10') FEET MINIMUM
(CLEAR) HORIZONTAL DISTANCE FROM THE NEAREST PART OF ANY STRUCTURE, INCLUDING BUT NOT LIMITED TO BRIDGES, FOOTINGS, PIPE
CULVERTS OR BOX CULVERTS. ALL DIRECTIONAL BORES SHALL MAINTAIN TEN (10') FEET MINIMUM (CLEAR) VERTICAL DISTANCE FROM THE
NEAREST PART OF PIPE CULVERTS OR BOX CULVERTS. DIRECTIONAL BORES ARE NOT ALLOWED BENEATH BRIDGE FOOTINGS, CULVERT WINGWALL
FOOTINGS OR RETAINING WALLS. THE TIP OF THE DRILL STRING SHALL HAVE A CUTTER HEAD. DETECTION WIRE SHALL BE INSTALLED WITH
NON—FERROUS MATERIAL. ANY CHANGES SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. FOR
MULTIPLE CONDUIT INSTALLATIONS (INCLUDING PERPENDICULAR AND PARALLEL INSTALLATIONS), INSTALL CONDUITS WITH FIVE (5') FEET MINIMUM
(CLEAR) HORIZONTAL SEPARATION BETWEEN EACH CONDUIT OR INSTALL MULTIPLE CONDUITS WITHIN A SINGLE DUCT.
ALL DIRECTIONAL DRILLED PIPING FOR SEWER FORCE MAINS AND WATERLINES SHALL BE A MINIMUM OF SDR -9.
AN OVERBORE SHALL NOT BE MORE THAN TWO (2") INCHES GREATER THAN THE DIAMETER OF THE PIPE OR ENCASEMENT. AN OVERBORE
EXCEEDING TWO (2") INCHES GREATER THAN THE DIAMETER OF THE PIPE OR ENCASEMENT WILL BE CONSIDERED IF THE ENCROACHMENT
AGREEMENT INCLUDES A STATEMENT SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER INDICATING THAT AN
OVERBORE IN EXCESS OF TWO (2") INCHES OF THE DIAMETER OF THE PIPE OR ENCASEMENT WILL ARCH AND NO DAMAGE WILL BE DONE TO THE
PAVEMENT OR SUB—GRADE. HDPE PIPE INSTALLED BY DIRECTIONAL BORING SHALL NOT BE CONNECTED TO EXISTING PIPE OR FITTINGS FOR ONE
(1) WEEK FROM THE TIME OF INSTALLATION TO ALLOW TENSIONAL STRESSES TO RELAX.
REINFORCING
ANCHOR RING -
EBAA IRON WORKS
110OSDB OR
APPROVED EQUAL
MID -SPAN PIPE
RESTRAINT _
TRENCH
WALL
L -DUCTILE IRON RESTRAINED
JOINT FITTING (TYP.)
`RESTRAINED JOINT
VALVE (TYP.)
PVC RESTRAINT
PE/ MJ TRANSITION ASSEMBLY
DIMJ W/ MEGA LUG
CONCRETE THRUST COLLAR
ONE SECTION OF DUCTILE
IRON PIPE
3/4" RODS
2 PER CONNECTION
TRANSITION GASKET - BOLTED STE-EJ
COUPLING, ROMAC STYLE 501 OR
APPROVED EQUAL FOR
TRANSITIONING DUCTILE IRON PIPE
TO PVC PIPE
TYPICAL DIRECTIONAL DRILL PIPING
CONNECTION ASSEMBLY DETAIL
NOT TO SCALE
CONCRETE THRUST
a 4'-0" t� B COLLAR (3,000 P.S.I.)
A
ANCHOR
RING C WATER MAIN
a
a a nd
UNDISTURBED SECTION
SOIL NOTE:
6" TO 16" MAINS = 12-N0. 7 BARS
CONCRETE THRUST 20" TO 36" MAINS = 12-N0. 8 BARS
COLLAR (3,000 P.S.I.) BARS PLACED AS SHOWN
WATER TRENCH WALL
MAIN
TAMPED BACKFILL
a a
PLAN UNDISTURBED
SOIL
SCHEDULE
PIPE DIAMETER
CONCRETE THRUST COLLAR
ANCHOR RING
RINGS REQUIRED
551 PINEY FOREST ROAD
DANVILLE, VA 24540
A
B
C
6",8",12"
3'-0"
3'_0"
2"
ONE
16",18",20"
3'-6"
3'-6"
2"
ONE
24"
4'-0"
2"
TWO
TYPICAL THRUST COLLAR INSTALLATION DETAIL
NOT TO SCALE
Dewberry
Dewberry Engineers Inc.
MWC
DRAWN BY
551 PINEY FOREST ROAD
DANVILLE, VA 24540
RSE
APPROVED BY
PHONE: [phone]
FAX: [phone]
LAB
NCBELS # F-0929
APRIL, 2019
DATE
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SCALE
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REVISIONS
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
1
2/11/19
MWC
ADDED DET. PER DEQ
No.
DATE
BY
Description
REVISIONS
TITLE
WATERLINE
DETAILS
PROJECT NO. 50046462 / 50102913
C19
SHEET NO. OF
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
WATERLINE
DETAILS
PROJECT NO. 50046462 / 50102913
C19
SHEET NO. OF

E
E
C
1
Permanent Seeding PS
Definition Section 6.11
Controlling runoff and erosion on disturbed areas by
establishing perennial vegetative cover with seed.
Purpose
To reduce erosion and decrease sediment yield from disturbed
areas, to permanently stabilize such areas in a manner that
is economical, adapts to site conditions, and allows selection
of the most appropriate plant materials.
Conditions Where
Practice Applies
Fine -graded areas on which permanent, long-lived vegetative
cover is the most practical or most effective method of
stabilizing the soil. Permanent seeding may also be used on
rough -graded areas that will not be brought to final grade
for a year or more.
Areas to be stabilized with permanent vegetation must be
seeded or planted within 15 working days or 90 calendar
days after final grade is reached, unless temporary
stabilization is applied.
Planning
Considerations
Vegetation controls erosion by protecting bare soil surfaces
from raindrop impact and by reducing the velocity and
volume of overland flow.
The most common and economical means of stabilizing
disturbed soils is by seeding grasses and legumes. The
advantages of seeding over other means of establishing plants
include the smaller initial cost, lower labor input, and greater
flexibility of method. The disadvantages of seeding include:
potential for erosion during the establishment stage,
the need to reseed areas that fail to establish,
seasonal limitations on suitable seeding dates, and
a need for water and appropriate temperatures during
germination and early growth.
The probability of successful plant establishment can be
maximized through good planning, knowledge of the soil
characteristics (Table 6.11 a), selection of suitable plant
materials for the site, good seedbed preparation, adequate
liming and fertilization, and timely planting and maintenance.
SELECTING PLANT MATERIALS
Climate, soils, and topography are the major factors affecting
the suitability of plants for a particular site. All three of
these factors vary Y widel across North Carolina with the most
significant contrasts occurring among the three major
9 9 9 1
physiographic regions of the state --Mountains, Piedmont, and
Coastal Plain (Figure 6.11a).
To simplify plant selection, a Key to Permanent Seeding
Mixtures is presented in Table 6.11 b. To find seeding
specifications for a specific site, follow this key through the
different steps --region, slope, soil, and maintenance
level --to theappropriate seedin number. Seeding mixtures
9 9
recommended here are designed for general use and are well
proven in practical field situations
Table 6.11a
Suitablllty of Soil for Establishment of Low -maintenance Vegetation
Criteria
Suitability
SiTE AREA DESCRIPTION
Limiting Factors
Good
Fair
Poor
7 days
pH 5.&7.8
4.5-5.5
X4.5
Too add; possible
Slopes steeper than 3:1
R
7 days
y
If slopes are 10' or less in length and are
Ai, Mn, Fe toxicity
Available �.tD
.65-.10
s0.5
Too dry
water capacity'
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW zones.
Texhare' I, ail, si, d
sd, Sid, d
so. sic, a
Too high in clay
Is
s
Tao high in sand
Coarse (310 in) N 5%
15.35
X35
Lg. stones restrict
fragments' (r10 In) X3%
3-10
?70
;tLige; droughty
depth to 40
20-40
X20
Insufficient
bedrock On.) � -
, roofing depth
Salinity (mmhWcm)
5-16
X16
Excess salt
'Sandy day loam (sd), silly day loam (sid), dal' loam (d), sandy loam (d), silt loam (sll). Soamy sand xis),
sandy clay (sc). silty dal' (sic), day (c). silt (sl). sand (s). and loan (0,
'Percent by weight
Soturca: habena Sods Handibook, USDA -SCS, 1983.
Coastal Plain
Mountains Piedmont upper Middle Lower
Tldewater
Figaae 6.11 a Maio *IsbWaWL�a tegk= of Koch C=Lr a dilareg M chrome. sails and wpopraphy
6.11.2
(Tables 6.11c through 6.11v). They are designed to produce
maximum stabilization and minimize the amount of
maintenance and repair required.
Land use is a primary consideration in planning permanent
seedings. For this purpose land use, whether residential,
industrial, commercial, or recreational, can be divided into two
general categories:
High -maintenance areas are mowed frequently, limed and
fertilized regularly, and either (1) receive intensive use (e.g.,
athletic fields) or (2) require maintenance to an aesthetic
standard (e.g., home lawns). Grasses used for these situations
are long-lived perennials that form a tight sod and are
fine -leaved and attractive in appearance. They must be
well -adapted to the geographic area where they are planted
and able to endure the stress of frequent mowing. Sites
where high -maintenance vegetative cover is desirable include
homes, industrial parks, schools, churches, and recreational
areas.
Low -maintenance areas are mowed infrequently or not at all,
and do not receive lime and fertilizer on a regular basis.
Plants must persist with little maintenance over long periods
of time. Grass and legume mixtures are favored for these
sites because legumes are a source of soil nitrogen. Mixed
stands are also more resistant to adverse conditions. Sites
suitable for low -maintenance vegetation include steep slopes,
stream or channel banks, some commercial properties, and
"utility" turf areas such as roadbanks.
SEEDBED PREPARATION
The soil on a disturbed site must be amended to provide an
optimum environment for seed germination and seedling
growth. The surface soil must be loose enough for water
infiltration and root penetration. The pH (acidity or alkalinity)
of the soil must be such that it is not toxic and nutrients
are available --preferably between 6.0 and 6.5. Sufficient
nutrients --added as fertilizer --must be present.
It is as important to add lime as to add fertilizer. Lime is
used primarily as a pH, or acidity modifier, but it also
supplies calcium and magnesium, which are important plant
nutrients. By increasing soil pH, it also makes other nutrients
more available to plants. At the same time, it prevents
aluminum toxicity by decreasing the solubility of soil
aluminum. Many soils in North Carolina are high in aluminum,
which stunts plant growth.
After seed is in place, it must be protected with a mulch to
hold moisture and modify temperature extremes, while
preventing erosion during seedling establishment.
STEEP SLOPES
The operation of equipment is restricted on slopes steeper
than 3:1, severely limiting the quality of the seedbed that can
be prepared. The soil cannot be sufficiently worked, and
amendments cannot be thoroughly incorporated.
Provisions for establishment of vegetation on steep slopes can
be made during final grading. In construction of fill slopes,
for example, the last 4-6 inches might be left uncompacted.
A loose, rough seedbed is essential. Large clods and stones
provide irregularities that hold seeds and fertilizer. Cut slopes
should be roughened (Practice 6.03, Surface Roughening).
Where steepness prohibits the use of farm machinery, seeding
methods are limited to broadcast or hydroseeding, with
hydroseeding giving the most dependable results. Vegetation
chosen for these slopes must not require mowing or other
intensive maintenance. Using a hydraulic seeder, seed,
fertilizer, wood fiber mulch, and a tacking agent can be
applied in one operation.
Good mulching practices are critical to protect against erosion
on steep slopes. When using straw, anchor with netting or
asphalt. On slopes steeper than 2:1, a rolled erosion control
product may be required to protect the slope.
Specifications
SEEDBED REQUIREMENTS
Establishment of vegetation should not be attempted on sites
that are unsuitable due to inappropriate soil texture (Table
6.11 a), poor drainage, concentrated overland flow, or
steepness of slope until measures have been taken to correct
these problems.
To maintain a good stand of vegetation, the soil must meet
certain minimum requirements as a growth medium. The
existing soil should have these criteria:
Enough fine-grained (silt and clay) material to maintain
adequate moisture and nutrient supply (available water
capacity of at least .05 inches of water to 1 inch of soil).
Sufficient pore space to permit root penetration.
Sufficient depth of soil to provide an adequate root zone.
The depth to rock or impermeable layers such as hardpans
should be 12 inches or more, except on slopes steeper than
2:1 where the addition of soil is not feasible.
A favorable pH range for plant growth, usually 6.0-6.5.
Freedom from large roots, branches, stones, large clods of
earth, or trash of any kind. Clods and stones may be left on
slopes steeper than 3:1 if they are to be hydroseeded.
If any of the above criteria are not met--i.e., if the existing
soil is too coarse, dense, shallow, or acidic to foster
vegetation --special amendments are required. The soil
conditioners described below may be beneficial or, preferably,
topsoil may be applied in accordance with Practice 6.04,
Topsoiling.
SOIL CONDITIONERS
In order to improve the structure or drainage characteristics
of a soil, the following materials may be added. These
amendments should only be necessary where soils have
limitations that make them poor for plant growth or for fine
turf establishment (see Chapter 3, Vegetative Considerations).
Peat --Appropriate types are sphagnum moss peat, hypnum
moss peat, reed -sedge peat, or peat humus, all from
fresh -water sources. Peat should be shredded and conditioned
in storage piles for at least 6 months after excavation.
Sand --clean and free of toxic materials.
Vermiculite--horticultural9 rade and free of toxic substances.
Rotted manure --stable or cattle manure not containing undue
amounts of straw or other bedding materials.
Thoroughly rotted sawdust --free of stones and debris. Add 6
Ib of nitrogen to each cubic yard.
Sludge --Treated sewage and industrial sludges are available
in various forms; these should be used only in accordance
with local, State, and Federal regulations.
SPECIES SELECTION
Use the Key to Permanent Seeding Mixtures (Table 6.11 b) to
select the most appropriate seeding mixture based on the
general site and maintenance factors. A listing of species,
including scientific names and characteristics, is given in
Appendix 8.02.
SEEDBED PREPARATION
Install necessary mechanical erosion and sedimentation control
practices before seeding, and complete grading according to
the approved plan.
Lime and fertilizer needs should be determined by soil tests.
Soil testing is performed free of charge by the North Carolina
Department of Agriculture soil testing laboratory. Directions,
sample cartons, and information sheets are available through
county Agricultural Extension offices or from NCDA. Because
the NCDA soil testing lab requires 1-6 weeks for sample
turn -around, sampling must be planned well in advance of
final grading. Testing is also done by commercial laboratories.
When soil tests are not available, follow rates suggested on
the individual specification sheet for the seeding mix chosen
(Tables 6.11 c through 6.11v). Application rates usually fall into
the following ranges:
Ground agricultural limestone:
Light -textured, sandy soils: 1- 1 1/2 tons/acre
Heavy -textured, clayey soils: 2-3 tons/acre
Fertilizer:
Grasses: 800-1200 Ib/acre of 10-10-10 (or the equivalent)
Grass -legume mixtures: 800-1200 Ib/acre of 5-10-10 (or
the equivalent)
Apply lime and fertilizer evenly and incorporate into the top
4-6 inches of soil by disking or other suitable means.
Operate machinery on the contour. When using a hydroseeder,
apply lime and fertilizer to a rough, loose surface.
Roughen surfaces according to Practice 6.03, Surface
Roughening.
Complete seedbed preparation by breaking up large clods and
raking into a smooth, uniform surface (slopes less than 3:1).
Fill in or level depressions that can collect water. Broadcast
seed into a freshly loosened seedbed that has not been
sealed by rainfall.
SEEDING
Seeding dates given in the seeding mixture specifications
(Table 6.11c through 6.11v) are designated as "best" or
"possible". Seedings properly carried out within the "best"
dates have a high probability of success. It is also possible
to have satisfactory establishment when seeding outside these
dates. However, as you deviate from them, the probability of
failure increases rapidly. Seeding on the last date shown
under "possible" may reduce chances of success by 30-50%.
Always take this into account in scheduling land -disturbing
activities.
Use certified seed for permanent seeding whenever possible.
Certified seed is inspected by the North Carolina Crop
Improvement Association. It meets published North Carolina
Standards and should bear an official "Certified Seed" label
(Figure 6.11 b).
Figure 6.11b Label displayed on all North Carolina certified
seed.
Labeling of non -certified seed is also required by law. Labels
contain important information on seed purity, germination, and
presence of weed seeds. Seed must meet State standards for
content of noxious weeds. Do not accept seed containing
"prohibited" noxious weed seed.
Inoculate legume seed with the Rhizobium bacteria appropriate
to the species of legume (Chapter 3, Vegetative
Considerations).
Apply seed uniformly with a cyclone seeder, drop -type
spreader drill, cultipacker seeder, or hydroseeder on a firm,
friable seedbed.
When using a drill or cultipacker seeder, plant small grains no
more than 1 inch deep, grasses and legumes no more than
1/2 inch. Equipment should be calibrated in the field for the
desired seeding rate.
When using broadcast -seeding methods, subdivide the area
into workable sections and determine the amount of seed
needed for each section. Apply one-half the seed while
moving back and forth across the area, making a uniform
pattern; then apply the second half in the same way, but
moving at right angles to the first pass (Figure 6.11 c).
Figure 6.11 c Suggested pattern for broadcasting seed and
fertilizer (source: NCAES Bulletin AG -69).
Cover broadcast seed by raking or chain dragging; then firm
the surface with a roller or cultipacker to provide good seed
contact.
Mulch all plantings immediately after seeding (Practice 6.14,
Mulching).
HYDROSEEDING
Surface roughening is particularly important when
hydroseeding, as a roughened slope will provide some natural
coverage for lime, fertilizer, and seed. The surface should not
be compacted or smooth. Fine seedbed preparation is not
necessary for hydroseeding operations; large clods, stones,
and irregularities provide cavities in which seeds can lodge.
Rate of wood fiber (cellulose) application should be at least
2,000 Ib/acre.
Apply legume inoculants at four times the recommended rate
when adding inoculant to a hydroseeder slurry.
If a machinery breakdown of 1/2 to 2 hours occurs, add
50% more seed to the task, based on the proportion of the
slurry remaining. This should compensate for damage to seed.
Beyond 2 hours, a full rate of new seed may be necessary.
Lime is not normally applied with a hydraulic seeder because
it is abrasive. It can be blown onto steep slopes in dry form.
A
TABLE 6.110 SEEDING NO. 5P
FOR: GRASS -LINED CHANNELSP aClICe Standards and 5peCl cations
Seeding mixture
Specia Rate (Iblacre)
Tall fescue 200 (4-5 Ib/1,000 tt2)
Nurse plants
Between May 1 and Aug. 15 add 1511o/acre Sudangrass or 10lb/acre Ger-
man millet. Before May 1, or after Aug. 15, add 40 Iblacre rye (grain).
Seeding dates
Best: Aug. 25 - Oct,
Possible: Feb. -Apr, 15
Avoid seeding from Nov. to Jan. If seeding must be done at this time, add
40 lblacre rye grain and use a channel lining that offers maximum protec-
tion.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 Iblacre
ground agricultural limestone and 1,000 lb/acre 10.10-10 fertilizer. Operate
tillage equipment across the waterway.
Mulch
Use jute, excelsior matting, or other effective, channel lining material to
cover the bottom of channels and ditches, and staple securely. The lining
should extend above the highest calculated depth of flow. On channel side
slopes above this height, and in drainages not requiring temporary linings,
apply 4,000 Ib/acre grain straw and anchor straw by stapling netting over
the top.
Mulch and anchoring materials must not be allowed to wash down slopes
where they can clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter of the follow-
ing year- use soil tests or apply 150 Iblacre 10-10-10. Maw regularly to a
height of 2-4 inches,
1Refer to Appendix 8.02for botanical names.
6.11.19
TABLE 6.11 K
SEEDING NO. 1 P FOR STEEP
�ractice Standards and Specifications
SLOPES OR POOR SOILS: LO
MAINTENANCE
Seeding mixture
Speciesl Rate (lb/acre)
Tall fescue 100
Sericea lespedeza 30
Kobe lespedeza 10
Seeding notes
1. In Eastern Piedmont add 25 Iblacre Pensacola Bahiagrass or 10 Iblacre
common Bermudagrass. Use common Bermudagrass only where it is un-
likely to become a pest.
2. After Aug. 15 use unscarified Sericea seed.
3. Where a neat appearance is desired, omit sericea and substitute 40
lb/acre Bahiagrass or 15 Ib/acre Bermudagrass.
4. To extend spring seeding dates into June, add 15 Iblacre hulled Ber-
mudagrass. However, it is preferable to seed temporary cover and seed
fescue in Sept.
Nurse plants
Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 Ib/acre
Sudangrass. Prier to May 1 or after Aug. 15, add 40 ib/acre rye (grain).
Seeding dates
Best Possible
Fall: Aug. 25 - Sept.15 Aug, 20 - Oct. 25
Late winter: Feb. 15 - Mar- 21 Feb. 1 - Apr. 15
Fall is best for tall fescue and late winter for lespedezas. Overseeding of
Kobe Iespedezaover fall -seeded tall fescue is very effective. Use unhulied
Bermudagrass seed in fall.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/acre
ground agricuftural limestone and 1,000 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,000-5,0€10 lb/acre grain straw, or equivalent cover of another
suitable mulching material. Anchor mulch by tacking with asphalt, roving,
or netting. Netting is the preferred anchoring method on steep slopes.
Maintenance
Refertilize in the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowing is not necessary. Reseed, fertil-
ize, and mulch damaged areas immediately.
'Refer to Appendix 8.02for botanical names.
3
Temg�r ry seedingTS Section 6.10
Definition
Planting rapid -growing annual grasses, small grains, or
legumes to provide initial, temporary cover for erosion control
on disturbed areas.
To temporarily stabilize denuded areas that will not be
brought to final grade for a period of more than 21
calendar days.
Temporary seeding controls runoff and erosion until
permanent vegetation or other erosion control measures can
be established. In addition, it provides residue for soil
protection and seedbed preparation, and reduces problems of
mud and dust production from bare soil surfaces during
construction.
Conditions Where
Practice Applies
On any cleared, unvegetated, or sparsely vegetated soil
surface where vegetative cover is needed for less than 1
year. Applications of this practice include diversions, dams,
temporary sediment basins, temporary road banks, and topsoil
stockpiles.
Planning
Considerations
Annual plants, which sprout and grow rapidly and survive for
only one season, are suitable for establishing initial or
temporary vegetative cover. Temporary seeding preserves the
integrity of earthen sediment control structures such as dikes,
diversions, and the banks of dams and sediment basins. It
can also reduce the amount of maintenance associated with
these devices. For example, the frequency of sediment basin
cleanouts will be reduced if watershed areas, outside the
active construction zone, are stabilized.
Proper seedbed preparation, selection of appropriate species,
and use of quality seed are as important in this Practice as
in Practice 6.11, Permanent Seeding. Failure to follow
established guidelines and recommendations carefully may
result in an inadequate or short-lived stand of vegetation
that will not control erosion.
Temporary seeding provides protection for no more than 1
year, during which time permanent stabilization should be
initiated.
Specifications
Complete grading before preparing seedbeds, and install all
necessary erosion control practices such as, dikes, waterways,
and basins. Minimize steep slopes because they make
seedbed preparation difficult and increase the erosion hazard.
If soils become compacted during grading, loosen them to a
depth of 6-8 inches using a ripper, harrow, or chisel plow.
SEEDBED PREPARATION
Good seedbed preparation is essential to successful plant
establishment. A good seedbed is well -pulverized, loose, and
uniform. Where hydroseeding methods are used, the surface
may be left with a more irregular surface of large clods and
stones.
Liming --Apply lime according to soil test recommendations. If
the pH (acidity) of the soil is not known, an application of
ground agricultural limestone at the
6.10
6
rate of 1 to 1 1/2 tons/acre on coarse-textured soils and
2-3 tons/acre on fine -textured soils is usually sufficient.
Apply limestone uniformly and incorporate into the top 4-6
inches of soil. Soils with a pH of 6 or higher need not be
limed.
Fertilizer --Base application rates on soil tests. When these
are not possible, apply a 10-10-10 grade fertilizer at
700-1,000 Ib/acre. Both fertilizer and lime should be
incorporated into the top 4-6 inches of soil. If a hydraulic
seeder is used, do not mix seed and fertilizer more than 30
minutes before application.
Surface roughening --If recent tillage operations have resulted
in a loose surface, additional roughening may not be
required, except to break up large clods. If rainfall causes
the surface to become sealed or crusted, loosen it just prior
to seeding by disking, raking, harrowing, or other suitable
methods. Groove or furrow slopes steeper than 3:1 on the
contour before seeding(Practice 6.03, Surface Roughening).
PLANT SELECTIN
Select an appropriate species or species mixture from Table
6.10a for seeding in late winter and early spring, Table 6.10b
for summer, and Table 6.10c for fall.
In the Mountains, December and January seedings have poor
chances of success. When it is necessary to plant at these
times, use recommendations for fall and a securely tacked
mulch.
SEEDING
Evenly apply seed using a cyclone seeder (broadcast), drill,
cultipacker seeder, or hydroseeder. Use seeding rates given in
Tables 6.10a -6.10c. Broadcast seeding and hydroseeding are
appropriate for steep slopes where equipment cannot be
driven. Hand broadcasting is not recommended because of
the difficulty in achieving a uniform distribution.
Small grains should be planted no more than 1 inch deep,
and grasses and legumes no more than 1/2 inch. Broadcast
seed must be covered by raking or chain dragging, and then
lightly firmed with a roller or cultipacker. Hydroseeded
mixtures should include a wood fiber (cellulose) mulch.
MULCHING
The use of an appropriate mulch will help ensure
establishment under normal conditions, and is essential to
seeding success under harsh site conditions (Practice 6.14,
Mulching). Harsh site conditions include:
seeding in fall for winter cover (wood fiber mulches are
not considered adequate for this use),
slopes steeper than 3:1,
excessively hot or dry weather,
adverse soils (shallow, rocky, or high in clay or sand),
and areas receiving concentrated flow.
If the area to be mulched is subject to concentrated
waterflow, as in channels, anchor mulch with netting (Practice
6.14, Mulching).
6.10.2
Practice Standards and Specifications
Maintenance
Reseed and mulch areas where seedling emergence is poor,
or where erosion occurs, as soon as possible. Do not mow.
Protect from traffic as much as possible.
References
Site Preparation
6.03, Surface Roughening
6.04, Topsoiling
Surface Stabilization
6.11, Permanent Seeding
6.14, Mulching
Appendix
8.02, Vegetation Tables
SPECIAL SLOPE SEEDING
SLOPE PROTECTION SHALL REQUIRE IMMEDIATE STABILIZATION OF ALL DENOTED GRADED SLOPES IN
ACCORDANCE WITH THE SEEDING SPECIFICATION. STABILIZATION AND SEEDING SHALL OCCUR IMMEDIATELY
AFTER THE GRADING OF THE SLOPE. MULCH AND ANCHOR SHALL BE APPLIED AT THE RATE SPECIFIED.
SURFACE ROUGHENING FOR CUTS, FILLS, AND GRADED SLOPES
MAKE MOWED SLOPES NO STEEPER THAN 2:1 UNLESS INDICATED
ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TILLING, DISKING, HARROWING, OR USE OF
CULTIPACKER-SEEDER MAKE THE FINAL PASS OF ANY SUCH TILLAGE IMPLEMENT ON THE CONTOUR.
MAKE GROOVES FORMED BY SUCH IMPLEMENTS CLOSE TOGETHER (LESS THAN 10 INCHES) AND NOT
LESS THAN 1 INCH DEEP.
ROUGHENING WITH TRACKED MACHINERY
LIMIT ROUGHENING WITH TRACKED MACHINERY TO SANDY SOILS TO AVOID UNDUE COMPACTION OF THE
SOIL SURFACE.
OPERATE TRACKED MACHINERY UP AND DOWN THE SLOPE TO LEAVE HORIZONTAL DEPRESSIONS IN THE
SOIL DO NOT BACK -BLADE DURING THE FINAL GRADING OPERATION.
SEEDING - IMMEDIATELY SEED, AND MULCH, AND ANCHOR ROUGHENED AREAS TO OBTAIN OPTIMUM SEED
GERMINATION AND GROWTH.
PERIODICALLY CHECK THE SEEDED SLOPES FOR RILLS AND WASHES. FILL THESE AREAS SLIGHTLY ABOVE
THE ORIGIANL GRADE, THEN RESEED AND MULCH AS SOON AS POSSIBLE.
NPDES Stomrvrater Discharge Permit for Conatruetton Acllvdres (NCGdt)
NCDENR/Division of Water aaality
NEW STABILIZATION TIMEFRAMES
(Eflrective Aug. 3, 20111
SiTE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
FILTER FABRIC
Perimeter dikes, swates, ditches, slopes
7 days
None
High Quality Water (H QW) Zones
7 days
None
Slopes steeper than 3:1
R
7 days
y
If slopes are 10' or less in length and are
FAX: [phone]
APRIL, 2019
not steeper than 2:1, 14 days are allowed.
R Y
OSlopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW zones.
TYPICAL STABILIZATION TIMEFRAMES
NOT TO SCALE
SEEDBED PREPARATIONS
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL MINIMUM
4 INCHES DEEP OVER ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A DEPTH OF 6 INCHES.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER DEBRIS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURE LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL. (SEE BELOW*)
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING. ANCHOR MULCH AGAINST WIND.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS DURING PLANTING SEASON IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLOWING ORIGINAL
LIME, FERTILIZER, AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENENCE TREATMENT AND
FERTILIZER AFTER PERMANENT COVER IS ESTABLISHED.
APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER - 1,000 LBS./ACRE OF 10-10-10
SUPERPHOSPHATE - 500 LBS./ACRE AT 20% ANALYSIS
MULCH - 2 TONS/ACRE OF SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION AT 0.1 GAL/SY (10 GAL/SQ. FT.)
5
Sediment Fence $F XX
Definition
VARIES 8' MAX.
_ 7STAY WIRES MIN.
14 GAUGE
ELEVATION
STEEL POST
Section 6.62 Dewberry'
W
MWC
TO" MIN. WIDTH
W <
FILTER FABRIC
RSE
APPROVED BY
FILL SLOPE
551 PINEY FOREST ROAD
Lu
DANVILLE, VA 24540
Iluo-)
CGROUND
LINE
ANCHOR FILTER
FAX: [phone]
APRIL, 2019
NCBELS # F-0929
FABRIC MIN. 8" DEEP
& 4" FORWARD ALONG
X14„
THE TRENCH
SECTION
Section 6.62 Dewberry'
W
MWC
DRAWN BY
W <
Dewberry Engineers Inc.
RSE
APPROVED BY
C7
551 PINEY FOREST ROAD
Lu
DANVILLE, VA 24540
Z
PHONE: [phone]
J
FAX: [phone]
APRIL, 2019
NCBELS # F-0929
GENERAL NOTES:
1. SILT FENCE SHALL BE INSTALLED OUTSIDE TOE OF EARTHFILL EMBANKMENTS. MAY
ALSO BE INSTALLED AROUND ALL STORM DRAIN INLETS, & MANHOLES AS DIRECTED.
2. WIRE SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL HAVE A MAXIMUM MESH
SPACING OF 6".
3.
FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED
SECURELY TO THE WIRE.
4.
STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF SELF -FASTENER ANGLE STEEL TYPE.
NOTE:
THE FILTER FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS:
A) ECS IS NOT LARGER THAN U.S. STANDARD SIEVE NO.30
B) GRAB STRENGTH 90-120 LB
MAINTENANCE:
1. INSPECT SILT FENCE ONCE PER WEEK AND AFTER EVERY RAINFALL.
2. PERIODICALLY REMOVE ACCUMULATED SEDIMENT AND REPAIR ANY DAMAGE TO
FENCE.
SILTFENCE
SILTFENCE
TOP VIEW
SILTFENCE-\
�1'-6" MIN. Z
- O
2 ' ! - W
_J
S MAX.
PLOr
SEDIMENT STRUCTURAL
CONTROL STONE
STONE CROSS SECTION
4' -
VIEW
FRONT VIEW
DITCHLINE TURNOUT DETAIL
N.T.S.
1. NOTE: STRUCTURAL STONE SHALL BE
(CLASS "B") STONE FOR EROSION
CONTROL PURPOSES.
2. SEDIMENT CONTROL STONE SHALL BE
NO.5 OR NO. 57 STONE.
SEEDING SCHEDULE IN PIEDMONT AREAS
SILTFENCE
SILTFENCE
1. LIME, SEED AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE KINDS OF MATERIALS
TO BE APPLIED PER ACRE:
TEMPORARY SEEDING FERTILIZER
TYPE PLANTING RATE 10-10-10 BLEND LIMESTONE STRAW MULCH
DATE
RYE (GRAIN) 120 LBSJACRE 750 LBSJACRE 2000 LBS./ACRE 4000 LBSJACRE
JAN. 1 - MAY 1 KOBE LESPEDEZA * 50 LBSJACRE
GERMAN MILLET ** 40 LBS./ACRE 750 LBSJACRE 2000 LBSJACRE 4000 LBS./ACRE
MAY 1 -AUG. 15
RYE (GRAIN) 120 LBS./ACRE 1000 LBS./ACRE 2000 LBS./ACRE 4000 LBSJACRE
AUG. 15 - DEC. 30
PERMANENT SEEDING FERTILIZER ***
TYPE PLANTING RATE 10-10-10 BLEND LIMESTONE *** STRAW MULCH
DATE
TALL FESCUE 200 LBS./ACRE 1000 LBS./ACRE 4000 LBS./ACRE 6000 LBS./ACRE
AUG. 20 - OCT. 25 KOBE LESPEDEZA 20 LBSJACRE
FEB. 1 -APR. 15 SERICEA LESPEDEZA 60 LBS./ACRE
OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LBS/ACRE.
QUANITIY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOILS TEST.
2. SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED.
3. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND SHALL BE VISIBLE
WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS
EXPECTED.
4. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR FIBERGLASS/SYNTHETIC
ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION.
5. MULCHED AREA SHALL BE TACKED WITH A POLYMER BASED TACIFIER. APPLY POLYMER PER MANUFACTURING RECOMMENDATIONS SPECIFIC TO EACH AREA OF
APPLICATION (I.E. STEEP SLOPES, FLAT AREAS, ETC.). REAPPLY POLYMER AS NECESSARY TO PREVENT EROSION DURING VEGETATION ESTABLISHMENT.
6. PROVIDE TEMPORARY SEEDING WITHIN SEVENTY-TWO (72) HOURS AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS TO REMAIN UNDISTURBED FOR
MORE THAN FIFTEEN (15) WORKING DAYS OR THIRTY (30) CALENDAR DAYS, WHICHEVER IS LESS. PROVIDE TEMPORARY SEEDING WITHIN SEVENTY-TWO (72)
HOURS OF ESTABLISHING FINAL GRADES. PROVIDE PERMANENT SEEDING WITHIN FIFTEEN (15) WORKING DAYS OR SIXTY (60) CALENDAR DAYS, WHICHEVER IS
LESS, OF ESTABLISHING FINAL GRADES. SLOPES SHALL BE SEEDED WITHIN TWENTY-ONE (21) CALENDAR DAYS.
7. CONTRACTOR SHALL WATER SEEDED AREAS AS NECESSARY TO ESTABLISH VEGETATION.
8. CONTRACTOR SHALL WARRANT VEGETATION GROWTH FOR ONE YEAR.
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AS NOTED
No. I DATE I BY I Description
REVISIONS
TITLE
EROSION AND
SEDIMENT
CONTROL
DETAILS
PROJECT NO. 50046462 / 50102913
SHEET NO.
C20
OF
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
EROSION AND
SEDIMENT
CONTROL
DETAILS
PROJECT NO. 50046462 / 50102913
SHEET NO.
C20
OF

E
C
Rolled erosion Coftol Products ORECPO Section 6.17
Definition Rolled erosion control products are manufactured or fabricated into rolls
designed to reduce soil erosion and assist in the growth, establishment and protection
of vegetation. Examples of RECP's are blankets, nets, and matting.
Purpose Erosion control mats and blankets are intended to protect soil and hold seed and
mulch in place on slopes and in channels so that vegetation can become well established. Turf
reinforcement mats can be used to permanently reinforce grass in drainage ways during high
flows. Nets are made of high tensile material woven into an open net which overlays mulch
materials. Blankets are made of interlocking fibers, typically held together by a biodegradable
or photodegradable netting (for example, excelsior or straw blankets). They generally have
lower tensile strength than nets, but cover the ground more completely. Coir (coconut fiber)
fabric comes as both nets and blankets.
Conditions Where Practice Applies Rolled Erosion Control Products (RECP's)
should be used to aid permanent vegetated stabilization of slopes 2:1 or greater and
with more than 10 feet of vertical relief. RECP's should also be used when mulch
cannot be adequately tacked and where immediate ground cover is required to prevent
erosion damage.
RECP's should be used to aid in permanent stabilization of vegetated channels when
runoff velocity will exceed 2 ft/sec on bare earth during the 2 -year rainfall event that
produces peak runoff. The product selected must have a permissible shear stress that
exceeds the shear stress of the design runoff event.
Maintenance
1. Inspect Rolled Erosion Control Products at least weekly and after each significant
(1/2 inch or greater) rain foll event repair immediately.
2. Good contact with the ground must be maintained, and erosion must not occur
beneath the RECP.
3. Any areas of the RECP that are damaged or not in close contact with the ground
shall be repaired and stapled.
4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed and
the eroded area protected.
5. Monitor and repair the RECP as necessary until ground cover as established.
---------------
IN CHANNELS OR SLOPES, ROLL OUT STRIPS OF NETTING PARALLEL
TO THE DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
18" OVERLAP
ANCHOR NETTING JOIN STRIPS BY ANCHORING
IN A 6" TRENCH. AND OVERLAPPING.
MAINTENANCE REQUIREMENTS:
1. CONTRACTOR SHALL INSPECT MULCHES PERIODICALLY, AND AFTER
RAINSTORMS CHECK FOR RILL EROSION. WHERE EROSION IS OBSERVED,
APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR SLOPE GRADE,
RESEED, AND REINSTALL MULCH AND JUTE MATTING. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
B.
41\�iJ A.
11v LI -`*_
7i? -
B 10.5"
TYPICAL STAPLES
NTS
0
PLACE STAPLES
1.5' TO T APART
AS REQUIRED TO
KEEP THE MAT
FIRMLY PRESSED
\ INTO THE SOIL.
F. PRESS ENDS OF
MAT 4" INTO THE
SOIL AROUND
STRUCTURES AND
STAPLE SECURELY.
DETAIL FOR STABILIZING CHANNEL
WITH EXCELSIOR MAT
NOTES: NTS
A. BURY THE TOP END OF THE MAT IN
A TRENCH 4" OR MORE IN DEPTH.
B. TAMP THE TRENCH FULL OF SOIL. SECURE
WITH A ROW OF STAPLES, 10" SPACING,
4" DOWN FROM THE TRENCH.
C. OVERLAP -BURY UPPER END OF LOWER STRIP
AS IN "A" AND "B". OVERLAP END OF TOP
STRIP 4" AND STAPLE.
D. EROSION STOP -FOLD OF MAT BURIED IN
SILT TRENCH AND TAMPED, DOUBLE ROW
OF STAPLES.
A
CHECK DAM CD
DEFINITION SMALL TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGEWAY.
PURPOSE TO REDUCE EROSION IN A DRAINAGE CHANNEL BY RESTRICTING THE
VELOCITY OF FLOW IN THE CHANNEL.
CONDITIONS WHERE THIS PRACTICE MAY BE USED AS A TEMPORARY OR EMERGENCY
PRACTICE APPLIES MEASURE TO LIMIT EROSION BY REDUCING FLOW IN SMALL OPEN
CHANNELS. LIMIT DRAINAGE TO 2 ACRES OR LESS.
DO NOT USE CHECK DAMS IN LIVE STREAMS.
CONSTRUCTION 1. PLACE STONE AT THE LOCATION SHOWN ON THE PLAN ON A FILTER
SPECIFICATIONS FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW
NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL
BANKS.
3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS (FIG.
6.83b) TO KEEP OVERFLOW WATER FROM UNDERCUTTING THE DAM
AS IT RE-ENTERS THE CHANNEL.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT
THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION
OF THE UPPER DAM.
5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK
DAM, CONSIDERING THAT WATER WILL FLOW OVER AND AROUND THE
DAM.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM
DAM IS STABLE.
7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT
ENTRANCES BELOW CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR
BLOCKAGE FROM DISPLACED STONES.
MAINTENANCE: INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT
AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS
OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM
AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM.
CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION
OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN
SUCH AS INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION
OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO
PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL
TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE
FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO
DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
12" OF NCDOT
#5 OR #57
WASHED STONE
ro.11z
FILTER FABRIC
3
4' TO 6'
2' MAX. AT
CENTER
CLASS B
RIP -RAP
9" MINIMUM 1.5'
MIN.
�.e°"'. .=b` �.e`e'• �:ego e
FILTER FABRIC
#57 WASHED STONE
NOTES: CROSS-SECTION VIEW
1. ROCK CHECK DAMS SHALL BE INSTALLED IN DITCH
LINES IMMEDIATELY BELOW DISTURBED AREAS.
2. HEIGHT AND WIDTH DETERMINED BY EXISTING
TOPOGRAPHY.
3. KEY RIP RAP INTO THE DAM FOR STABILIZATION.
TYPICAL CHECK DAM DETAIL
(TEMPORARY)
N.T.S.
CROSS SECTION
SEEINSETS
A AND B
CHANNEL BOTTOM WIDTH
T<)., o 0 000
00 o O o
PLAN VIEW
NOTES:
1.
USE MINIMUM 12 INCH. DIAMETER
CLASS B RIPRAP
EXCELSIOR WATTLE.
2.
USE 2 FT. WOODEN STAKES WITH A 2 IN.
-----------
NOMINAL CROSS SECTION.
APRIL, 2019
3.
ONLY INSTALL WATTLE TO A HEIGHT IN
and disposal of spoil.
DITCH SO FLOW WILL NOT WASH AROUND
f
around the pipe inlet. The stone should be built up higher on
THE WATTLE AND SCOUR DITCH SLOPES AND
1
AS DIRECTED.
4.
INSTALL A MINIMUM OF 2 UP SLOPE STAKES
feet, but also 1 foot lower than the shoulder of the
4 DOWN TAKES AT AN ANGLE
PTOSBOTTOM
STAKES �\TOD
STAPLES
3. A 1 foot thick layer of NC DOT #5 or #57 stone should
WEDGE WATTLE OF DITCH.
_,7
INSET A INSET B
5.
PROVIDE STAPLES OF 0.125 IN. DIAMETER
m
outside of the stone horseshoe 18 inches below natural
STEEL WIRE FORMED INTO A U SHAPE NOT
grade.
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LESS THAN 12 IN. IN LENGTH.
6.
INSTALL STAPLES APPROXIMATELY EVERY 1
area properly, and stabilize with ground cover.
LINEAR FOOT ON BOTH SIDES OF WATTLE
Inspect rock pipe inlet protection at least weekly
AND AT EACH END TO SECURE IT TO THE
and after each significant ('/2 inch or greater) rainfall event
SOIL.
TYPICAL WATTLE
DETAIL (TEMPORARY)
NOT TO SCALE
sediment has accumulated to one-half the design depth of
STEP SEQUENCE
Temporary Gravel
Construction Entrance/Exit CE Section 6.06
Definition
A graveled area or pad located at points where vehicles
enter and leave a construction site.
Purpose
To provide a buffer area where vehicles can drop their
mud and sediment to avoid transporting it onto public
roads, to control erosion from surface runoff, and to help
control dust.
Conditions Where
Practice Applies
Wherever traffic will be leaving a construction site and
moving directly onto a public road or other paved off-site
area. Construction plans should limit traffic to properly
constructed entrances.
Design Criteria
Aggregate Size --Use 2-3 inch washed stone.
Dimensions of gravel pad --
Thickness: 6 inches minimum
Width: 12 -feet minimum or full width at all points of the
vehicular entrance and exit area, whichever is greater
Length: 50 -feet minimum
Location --Locate construction entrances and exits to limit
sediment from leaving the site and to provide for
maximum utility by all construction vehicles (Figure 6.06a).
Avoid steep grades, and entrances at curves in public
roads.
6.06.1 1 50' MIN.
EH
FILTER CLOTH- g" MIN.I
SIDE ELEVATION
EXISTING
PAVEMENT
5:1
MOUNTABLE BERM
(OPTIONAL)
PLAN VIEW
Washing --If conditions at the site are such that most of
the mud and sediment are not removed by vehicles
traveling over the gravel, the tires should be washed.
Washing should be done on an area stabilized with
crushed stone that drains into a sediment trap or other
suitable disposal area. A wash rack may also be used to
make washing more convenient and effective.
Construction
Specifications
1. Clear the entrance and exit area of all vegetation,
roots, and other objectionable material and properly grade
It.
2. Place the gravel to the specific grade and dimensions
shown on the plans, and smooth it.
3. Provide drainage to carry water to a sediment trap or
other suitable outlet.
4. Use geotextile fabrics because they improve stability of
the foundation in locations subject to seepage or high
water table.
Maintenance
Maintain the gravel pad in a condition to prevent mud or
sediment from leaving the construction site. This may
require periodic topdressing with 2 -inch stone. After each
rainfall, inspect any structure used to trap sediment and
clean it out as necessary. Immediately remove all
objectionable materials spilled, washed, or tracked onto
public roadways.
References
Runoff Conveyance Measures
6.30, Grass -lined Channels
Sediment Traps and Barriers
6.60, Temporary Sediment Trap
6.06.2
❑P TYPICAL INLET/OUTLET PROTECTION
NOTE: NOT TO SCALE
1. FOR OUTLET TYPE "B", PLACE RIP -RAP FROM TOP OF BANK
TO TOP OF BANK IN RECEIVING CHANNEL.
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`FILTER LAYER -FILTER FABRIC OR
6" *5 WASHED STONE
TYPE A - PIPE OUTLET TO FLAT AREA
WITH NO DEFINED CHANNEL
RIPRAP OUTLET PROTECTION:
TING
TIENT
- FABRIC OR
6" #5 WASHED STONE
TYPE B - PIPE OUTLET TO DEFINED CHANNEL
ADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN
THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED
MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL SHALL BE FILLED BY INCREASING THE RIPRAP
THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER SHALL CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR
TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF
FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FOOT. IF
THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE AS SPECIFIED IN THE SCHEDULE.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY
WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE
DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT
THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF
THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
MAINTENANCE: INSPECT RIPRAP OUTLET STRUCTURES ONCE PER WEEK AND AFTER EACH RAINFALL EVENT (1/2 INCH OR
GREATER) TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
5
Rock Pipe Inlet Protection CIP - Section 6.55
Definition
A horseshoe shaped rock dam structure at a pipe inlet with
a sediment storage area around the outside perimeter of the
structure.
Purpose
To prevent sediment from entering, accumulating in and being
transferred by a culvert or storm drainage system prior to
stabilization of the disturbed drainage area. This practice
allows early use of the storm drainage system.
Conditions Where Practice Applies
Rock pipe inlet protection may be used at pipes with a
maximum diameter of 36 inches. This inlet protection may be
used to supplement additional sediment traps or basins at
the pipe outlet, or used in combination with an excavated
sediment storage area to serve as a temporary sediment
trap. Pipe inlet protection should be provided to protect the
storm drainage system and downstream areas from
sedimentation until permanent stabilization of the disturbed
drainage area.
Do not install this measure in an intermittent or perennial
stream.
Planning Considerations
When construction on a project reaches a stage where
culverts and other storm drainage structures are installed and
many areas are brought to the desired grade, there is a
need to protect the points where runoff can leave the site
through culverts or storm drains. Similar to drop and curb
inlets, culverts receiving runoff from disturbed areas can
convey large amounts of sediment to lakes or streams. Even
if the pipe discharges into a sediment trap or basin, the
pipe or pipe system itself may clog with sediment.
Design Criteria
When used in combination with an excavated sediment
storage area to serve as a temporary sediment trap, the
design criteria for temporary sediment traps must be
satisfied. The maximum drainage area should be 5 acres,
and 3600 cubic feet of sediment storage per acre of
disturbed drainage area should be provided.
The minimum stone height should be 2 feet, with side slopes
no steeper than 2:1. The stone "horseshoe" around the pipe
inlet should be constructed of Class B or Class I riprap, with
a minimum crest width of 3 feet. The outside face of the
riprap should be coved with a 12 -inch thick layer of #5 or
#57 washed stone.
In preparing plans for rock pipe inlet protection, it is
important to protect the embankment over the pipe from
overtopping. The top of the stone should be a minimum of 1
foot below the top of the fill over the pipe. The stone should
tie into the fill on both sides of the pipe. The inside toe of
the stone should be no closer than 2 feet from the culvert
opening to allow passage of high flows.
The sediment storage area should be excavated upstream of
the rock pipe inlet protection, with a minimum depth of 18
inches below grade.
CLASS B RIPRAP RIPRAP
HEADWALL
�o
FZow
STORAGE AREA
AREAS TO BE DISTURBED PIPE INVERT
(CUT, FILLED, ETC.)
1' 2'-1
Filter Berm NC
DOT #5 or /57
washed stone
INVERT OF PIPE
RIPRAP HEADWALL
1' MIN. HEIGHT
FROM ROAD SHOULDER
C NATURAL
\ GROUND
Dewberry
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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17502
`ANG I NE�-� Qom.
ENR�Q,,,.
AS NOTED
No. I DATE I BY I Description
REVISIONS
T<)., o 0 000
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DRAWN BY
ti
"tow 2 00000 00 �0
RSE
CLASS B RIPRAP
NCDOT #5 OR #57 WASHED STONE
Figure 6.55a Rock pipe inlet protection plan view and
CHECKED BY
cross-section view
Construction Specifications
APRIL, 2019
1. Clear the area of all debris that might hinder excavation
and disposal of spoil.
2. Install the Class B or Class I riprap in a semi -circle
around the pipe inlet. The stone should be built up higher on
each end where it ties into the embankment. The minimum
crest width of the riprap should be 3 feet, with a minimum
bottom width of 11 feet. The minimum height should be 2
feet, but also 1 foot lower than the shoulder of the
embankment or diversions.
3. A 1 foot thick layer of NC DOT #5 or #57 stone should
be placed on the outside slope of the riprap. 4. The
Y Y
sediment storage area should be excavated around the
m
outside of the stone horseshoe 18 inches below natural
m
grade.
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5. When the contributing drainage area has been stabilized,
fill depression and establish final grading elevations, compact
o O
area properly, and stabilize with ground cover.
Maintenance
Inspect rock pipe inlet protection at least weekly
and after each significant ('/2 inch or greater) rainfall event
and repair immediately. Remove sediment and restore the
sediment storage area to its original dimensions when the
sediment has accumulated to one-half the design depth of
the trap. Place the sediment that is removed in the
designated disposal area and replace the contaminated part
of the gravel facing. Check the structure for damage. Any
riprap displaced from the stone horseshoe must be replaced
immediately. After all the sediment -producing areas have
been permanently stabilized, remove the structure and all the
unstable sediment. Smooth the area to blend with the
adjoining areas and provide permanent ground cover (Surface
Stabilization).
References
Inlet protection 6.52, Block and Gravel Inlet Protection (Temporary)
Sediment Trap and Barriers 6.60, Temporary Sediment Trap Surface
Stabilization
6.15, Riprap North Carolina Department of Transportation
Erosion & Sedimentation Guidelines for Division Maintenance
Operation, 1993. Virginia Erosion and Sediment Control
Handbook. 1992. STD & SPEC 3.08, Culvert Inlet Protection.
pages III -46 - III -51 (Culvert Inlets Sediment Trap).
Dewberry
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
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110 Q�oFESS/p41- .
SEAL
17502
`ANG I NE�-� Qom.
ENR�Q,,,.
AS NOTED
No. I DATE I BY I Description
REVISIONS
TITLE
EROSION AND
SEDIMENT
CONTROL
DETAILS
PROJECT NO. 50046462 / 50102913
SHEET NO.
C21
OF
MWC
DRAWN BY
RSE
APPROVED BY
LAB
CHECKED BY
APRIL, 2019
DATE
TITLE
EROSION AND
SEDIMENT
CONTROL
DETAILS
PROJECT NO. 50046462 / 50102913
SHEET NO.
C21
OF

E
C
0
STD & SPEC 3.25
UTILITY STREAM CROSSING USC
NOTE: FOR STREAMS LESS THAN 10' WIDE, CONTRACTOR SHALL USE THE FLUME CROSSING METHOD. FOR STREAMS GREATER
THAN 10' IN WIDTH, CONTRACTOR SHALL USE THE COFFERDAM METHOD. REF. EROSION SEDIMENT CONTROL HANDBOOK
SECTION 3.25.
FLUME PIPE CROSSING
1. CONSTRUCTION SHALL LAST LESS THAN 72 HOURS.
2. THE FLUME PIPE CROSSING MUST BE MADE OPERATIONAL PRIOR TO THE START OF CONSTRUCTIONJ.
3. THE MATERIALS USED (CULVERT(S), STONE AND FILTER FABRIC MUST MEET THE PHYSICAL CONSTRAINTS OF THOSE USED
IN VEHICULAR STREAM CROSSING, STD. & SPEC. 3.24
4. A LARGE FLUME PIPE (OR CULVERT) OF AN ADEQUATE SIZE TO SUPPORT NORMAL WATER CHANNEL FLOW (SEE TABLE
3.24-A) SHALL THEN BE INSTALLED IN THE STREAM BED ACROSS THE PORPOSED PIPE LINE TRENCH CENTERLINE. NCDOT #1
COARSE AGGREGATE (MIN. SIZE) OR RIP -RAP SHALL BE PLACED CLOSE TO EACH END OF THE FLUME PIPE SO AS TO DAM OFF
THE CREEK FORCING THE WATER TO FLOW THROUGH THE FLUME PIPE (SEE PLATE 3.25-3.
5. THE ENTRAPPED WATER CAN THEN BE PUMPED FROM THE CREEK WITHIN THE DAMMED OFF AREA AND IN THE PROPOESD
TRENCH CENTERLINE INTO AN APPROVED DEWATERING STRUCTURE (SEE STD. & SPEC.3.26). THE TRENCH CAN THEN BE DUG
UNDER THE FLUME PIPE. AFTER PIPE SECTIONS ARE INSTALLED, THE DITCH WILL BE BACKFILLED AND RESTABLIZATION SHALL
BE CARRIED OUT.
6. RESTABILZATION SHALL CONSIST OF THE INSTALLATION OF UNDERGROUND RIP -RAP ON ALL DISTURBED STREAMBANK
AREAS (OR ON THE AREA 6 FEET ON BOTH SIDES OF THE CENTERLINE OF THE UTILITY TRENCH, WHICHEVER IS GREATER)
WITH SLOPES OF 3:1 OR GREATER. REFER TO STD. & SPEC. 3.19, RIPRAP, FOR INSTALLATION REQUIREMENTS. FOR SLOPES OF
3:1 OR LESS, VEGETATIVE STABILIZATION MAY BE USED, PENDING APPROVAL BY THE PLAN -APPROVING AUTHORITY OR
INSPECTION AUTHORITY. STABILIZATION OF IT'S STREAMBED AND BANKS AND THE APPROACH AREAS SHOULD OCCUR
IMMEDIATELY FOLLOWING THE ATTAINMENT OF FINAL GRADE.
7. AFTER COMPLETION OF BACKFILLING OPERATION AND RESTORATION OF THE STREAM/CREEK BANKS AND LEVELING OF
STREAM BED, THE FLUME PIPE CAN THAN BE REMOVED. THE GRAVEL CAN BE REMOVED OR SPREAD IN THE STREAM BED
DEPENDING ON PERMIT REQUIREMENTS. SEDIMENT CONTROL IN APPROACH AREAS SHALL NOT BE REMOVED UNTIL ALL
CONSTRUCTION IS COMPLETED IN STREAM/CREEK CROSSING AREA. ALL GROUND CONTOURS SHALL BE RETURNED TO THEIR
ORIGINAL CONDITION.
FLUME PIPE CR 0 S SING
0
T
y EROSION CONTROL
B v MEASURES TO BE
LOCATED BELOW
APPROACH
AREAS
o o oevv
WATER FLOW
a o FLUME
TEMPORARY SEEDING RECOMMENDATIONS
PIPE o
v a
SPECIES
RATE (LBS./ACRE)
AUG. 15 - DEC. 31
RYE (GRAIN)
120
JAN. 1 - APR. 15
FLOW
_l o .0
EXCAVATED TRENCH
A A
EROSION CONTROL
MEASURES TO BE
B LOCATED BELOW
APPROACH AREAS
PLAN VIEW
8ANK
I EXCAVATED TRENCH
SECTION "A -A"
CREEK BANK CREEK BANK
AGGRECATE
WATER LEVEL
FLUME
PIPE
PROPOSIM
RIPELME
SECTION "B -B"
2 3
GENERAL CONSTRUCTION NOTES:
1. GRADING OF THE STREAM BANK SHALL BE CONDUCTED ABOVE THE NORMAL FLOW ELEVATION, WHICH ASSURES NO DISTURBANCE AT OR BENEATH
WATER LEVEL.
2. ANY DEPOSITION OF EXCAVATED MATERIALS IN UPLAND AREAS AND ALL EARTHWORK OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER AS TO
PREVENT THE EROSION OF THESE MATERIALS AND PRECLUDE THEIR ENTRY INTO STATE WATERS. RESTORED STREAMS SHALL BE PROTECTED FROM
SEDIMENTATION FROM DISTURBED BANKS BY THE INSTALLATION OF SILT FENCING OR TEMPORARY EARTHEN BERMS WITH ROCK CHECK OUTLETS
ALONG THE TOE OF THE BANK SLOPE ABOVE NORMAL WATER FLOW LEVEL. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN PLACE PRIOR TO
CLEARING AND GRADING AND SHALL BE MAINTAINED IN GOOD WORKING ORDER TO MINIMIZE IMPACTS TO STATE WATERS IN ACCORDANCE WITH THE
CURRENT EDITION OF THE "VIRGINIA EROSION AND SEDIMENTATION HANDBOOK. BANKS SHALL BE IMMEDIATELY STABILIZED PER PLANTING
REQUIREMENTS AND SPECIFICATIONS INDICATED ON THESE PLANS.
3. STREAM BANKS TO BE RESTORED SHALL BE GRADED AS SHOWN ON PLANS.
4. EXCAVATION EQUIPMENT WILL AVOID WORKING WITHIN THE STREAM. WHEN THE NEED IS UNAVOIDABLE, DIVERSION DIKES, PORTABLE DAMS AND
PUMPS WILL BE UTILIZED. NO EXCAVATION EQUIPMENT WILL BE ALLOWED TO OPERATE WITHIN A FLOWING (LIVE) STREAM.
5. TRENCHES SHALL REMAIN OPEN ONLY DURING WORKING HOURS. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT
6. A MINIMUM OF THE TOP 6 INCHES OF A TRENCH IN WETLAND AREAS SHALL BE BACKFILLED WITH TOPSOIL FROM THE TRENCH.
7. TIMBER CONSTRUCTION MATS SHALL BE USED FOR OPERATING EQUIPMENT IN WETLAND AREAS TO MINIMIZE COMPACTION.
8. RESTORATION AND SEEDING SHALL BE IMPLEMENTED PER THE PLANTING NOTES AND TABLES ON THIS SHEET.
9. WHILE CROSSING CASCADE CREEK, THE STREAM MAY BE CROSSED UTILIZING A COFFERDAM AND MODIFIED PUMP AROUND OF
MAIN CHANNEL. CONTRACTOR SHALL UTILIZE SUMP PUMP WITH A SCREEN ON THE INTAKE HOSE.
DISCHARGE HOSE
1'
1'
Note: Construct depression with
TO CHECK DAM 1
1' base 1' (min) wider than silt bag.
SILT BAG TOP VIEW
TO CHECK DAM
6" (min)
LEVEL GROUND
SILT BAG PROFILE VIEW
Note: Fill and seed the silt bag depression when pump around operation is completed.
SOURCE: Va. DSWC PLATE. 3.25-3
COFFERDAM UTILITY CROSSING
1. CONSTRUCTION SHALL BE PERFORMED IN LOW FLOW PERIODS.
2. CROSSING SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT PROHIBIT THE FLOW OF THE STREAM.
3. AS WITH ALL UTILITY LINE CROSSINGS, APPROACH AREAS MUST BE CONTROLLED WITH MEASURES SUCH AS SILT FENCE OR
STRAW BALES.
4. REMOVE LARGE ROCKS, WOODY VEGETATION, OR OTHER MATERIAL FROM THE STREAMBED AND BANKS THAT MAY GET IN
THE WAY OF PLACING THE RIP -RAP, SANDBAGS, SHEET METAL PILINGS, OR WOOD PLANKS OR INSTALLING THE UTILITY PIPE
OR LINE.
5. FORM A COFFERDAM BY PLACING THE RIP -RAP (OR OTHER NON -ERODIBLE MATERIALS) IN A SEMICIRCLE ALONG THE SIDE
OF THE STREAM IN WHICH THE UTILITY INSTALLATION WILL BEGIN. IT MUST BE SURROUNDED AND UNDERLAIN WITH FILTER
CLOTH AS SHOWN IN PLATE 3.25-4. THE HEIGHT OF AND AREA WITHIN THE DAM WILL DEPEND UPON THE SIZE OF THE WORK
AREA AND THE AMOUNT OF STREAM FLOW IS SUCCESSFULLY DIVERTED BY THE COFFERDAM, DEWATER THE WORK AREA AND
STABILIZE IT WITH AGGREGATE (NCDOT #57 OR #68 COARSE AGGREGATE) OR SAND. MAKE SURE TO DISCHARGE THE WATER
INTO A SEDIMENT TRAPPING DEVICE (SEE DEWATERING STRUCTURE, STD. & SPEC. 3.26).
6. INSTALL THE UTILITY PIPE OR LINE IN HALF THE STREAMBED AS NOTED IN PLATE 3.25-4. REMOVE THE RIP -RAP OR OTHER
MATERIALS AND BEGIN PLACING THEM ON THE OTHER SIDE OF THE STREAM.
COFFERDAM CROSSING
EXISTING STREAM WIDTH W
1/2 W
(MIN.
RIPRAP OR OTHER
NON- ERODIBLE
A MATERIAL A
(D) TRENCHUNE o
W
AGGREGATE OR
FLOW SAND Of
FILTER CLOTH
PLAN DEWATERING DEVICE, SEE STD. & SPEC. 3.26
PERIMETERPERIMETER
enumro c I _ W _ CONTROLS
* (D
MINII
BE
WIDTH (W) OF THE
STREAM.
SECTION A -A
PLATE. 3.25-4
DISCHARGE HOSE
LEVEL GROUND
TO CHECK DAM
PUMPS SHOULD DISCHARGE
ONTO A STABLE VELOCITY
APPROVED DEWATERING DEVICE
(SILT BAG) OR DISCHARGE TO
TEMPORARY SEDIMENT TRAP
DISCHARGE HOSES
P
DEWATERING PUMP
/ FLOW
INTAKE HOSE
CLEAN WATER
DIKE
T DIKE ..
WORK AREA
LENGTH NOT TO EXCEED
THAT WHICH CAN BE
COMPLETED IN ONE DAY
IMPERVIOUS SHEETING DISSIPATOR MADE OF RIP RAP
OR SANDBAGS
BASE FLOW + 1 FOOT PLAN VIEW
STREAM DIVERSION PUMPS (ALT. -
USE THROUGH DIKE GRAVITY PIPING
IN LIEU OF PUMP.)
INTAKE HOSE
FLOW
f�
- • . SUMP -HOLE OR POOL
(12" to 18" DEEP 2' DIA.)
WORK AREA (2 FOOT MIN.)
NOTE: ESTIMATED MINIMUM PUMP SIZE NEEDED FOR BASE
FLOW IS 2" PUMP. CONTRACTOR IS RESPONSIBLE FOR SIZING
SECTION A -A PUMP AND MAINTAINING WORK "IN THE DRY".
CROSS SECTION OF SANDBAG DIKE
NOTE: CONTRACTOR MAY UTILIZE A PORTABLE DAM IN LIEU
OF SAND BAGS IF DESIRED.
TEMPORARY PUMP AROUND
12'
CABLE TIES
12"X12" TIMBER( -
CONNECTIONS
12" MAT
X.
T
TIMBER MATTING DETAIL
NOT TO SCALE
N.T.S.
6" RIP -RAP CLASS I TOP OF BANK
ROCK TO BE KEYED OR
PUSHED INTO BANK
MINIMUM THICKNESS
AT TOP - 18"
T-0"
SLOPE NOT TO EXCEED
STREAM BED 1-1 /2 : 1
STABLE GRADE
MINIMUM THICKNESS AT
T-0 I BOTTOM - 2'-0"
MIN.
SRIP-RAP PLACEMENT DETAIL
NOT TO SCALE
NOTES: BIODEGRADABLE EROSION BLANKET
1. BRING THE MATERIAL TO THE STREAM BANKS EDGE BEFORE TERMINATING THE INSTALLATION DETAIL
INSTALLATION. TURN THE END UNDER 4" AND STAKE AT 12" INTERVALS.
2. CONTRACTOR SHALL SEED BEFORE EROSION CONTROL BLANKET IS PUT IN PLACE N.T.S.
'L
DOWEL
PLACE
4 5
PLANTING NARRATIVE
THE FIRST STEP OF THIS PLAN INVOLVES THE TEMPORARY SEEDING OF ALL DISTURBED AREAS FOR THE PURPOSE OF PROVIDING A
QUICK MEANS OF EROSION AND SEDIMENT CONTROL FOR THE ENTIRE SITE. SEETHE SECTION TITLED "SEEDING" ON THIS SHEET FOR
TEMPORARY SEEDING SPECIFICATIONS. BECAUSE THE TEMPORARY SEEDING TYPICALLY ONLY LASTS ONE SEASON, IT IS NECESSARY
TO APPLY PERMANENT SEEDING BEFORE THE END OF THE FIRST SEASON.
THE PERMANENT SEEDING PROVIDES A MORE PERMANENT VEGETATIVE LAYER OVER ALL DISTURBED AREAS FOR EROSION &
SEDIMENT CONTROL PURPOSES AND FOR THE BENEFIT OF HABITAT. REFER TO THE SECTION TITLED "SEEDING" BELOW FOR
PERMANENT SEEDING SPECIFICATIONS. THE SEED MIX SPECIFIED WAS CHOSEN TO SPECIFICALLY ADDRESS BOTH EROSION CONTROL
AND HABITAT GOALS.
SEEDING
1. TEMPORARY SEEDING. A TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON DISTURBED AREAS BY SEEDING WITH
APPROPRIATE RAPIDLY GROWING PLANTS. SELECT PLANTS APPROPRIATE TO THE SEASON FROM TABLE 6.10A -C LISTED ON THIS
SHEET. THE SEED MIX WAS OBTAINED FROM THE "NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL" FOR THE PIEDMONT REGION. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH POLYMER OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. APPLY 2DOO
LBS/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZER.
TABLE 6.10A, 6.10B & 6.10C
TEMPORARY SEEDING RECOMMENDATIONS
PLANTING DATES
SPECIES
RATE (LBS./ACRE)
AUG. 15 - DEC. 31
RYE (GRAIN)
120
JAN. 1 - APR. 15
RYE (GRAIN)
120
WOOLGRASS
ANNUAL LESPEDEZA (KOBE)
50
APR. 15 - AUG. 15
GERMAN MILLET
40
* USE WINTER AND SUMMER MIX DUE TO TIME OF YEAR.
PERMANENT SEEDING
2. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED BY PLANTING THE SELECTED SEED MIX DESCRIBED IN THE SEEDING
TABLE BELOW. THE SELECTED SEED MIX IS BASED ON THE EXISTING CONDITIONS AND TAKES INTO CONSIDERATION SUN/SHADE
TOLERANCE AND HYDROLOGIC TOLERANCE. NOTE THAT THIS MIXTURE IS THE PREFERRED SEED MIX OF SPECIES. IF ANY OF
THESE SPECIES ARE NOT AVAILABLE FOR ANY REASON, CONTACT THE RESIDENT ENGINEER FOR SUBSTITUTE SPECIES. SEED MIX
RATE SHALL BE 75 POUNDS PER ACRE. APPLY 300 LBS/ACRE 10-10-10 FERTILIZER
PERMANENT SEED MIXTURE - STABILIZATION SEED MIX
SCIENTIFIC NAME
COMMON NAME
% OF MIX
DACTYLIS GLOMERATA
ORCHARDGRASS
5
ANDROPOGON GLOMERATUS
BLUESTEM
5
SCIRPUS CYPERINUS
WOOLGRASS
5
ELYMUS VIRGINICUS
VIRGINIA WILDRYE
5
SORGHASTRUM NUTANS
INDIAN GRASS
15
CHASMANTHIUM LATIFOLIUM
RIVER OATS
5
PANCIUM CLANDESTINUM
DEERTONGUE
30
PANCIUM VIRGATUM
SWITCHGRASS
30
2
TOTAL
100
GENERAL PLANTING NOTES:
1. AFTER THE AREA HAS BEEN SEEDED, EROSION CONTROL PROTECTION WILL CONSIST OF STRAW MULCH UNLESS OTHERWISE
SPECIFIED.
2. THE SOIL SURFACE SHALL BE SCARIFIED APPROXIMATELY 1 TO 3 INCHES BELOW THE SURFACE PRIOR TO TEMPORARY SEEDING.
GENERAL PLANTING NOTES
INTRODUCTION
1. THE GOAL OF THE PLANTING PLAN IS TO STABILIZE THE STREAM BANK.
2. TEMPORARY SEEDING AND MATTING OF DISTURBED AREAS SHALL BE REQUIRED TO PROVIDE SEDIMENT AND EROSION CONTROL
PURPOSES AND FOR THE BENEFIT OF HABITAT.
3. PERMANENT SEEDING SHALL BE ESTABLISHED BY PLANTING THE SELECTED SEED MIX DESCRIBED IN PERMANENT SEEDING
MIXTURE PROVIDED HEREIN. IF ANY SPECIES, ON THE PERMANENT SEEDING MIXTURE IS NOT AVAILABLE, CONTACT THE
CONSTRUCTION MANAGER FOR SUBSTITUTE SPECIES. THE SEEDING SHALL BE COVERED WITH COIR MATTING BELOW BANKFULL
AND STRAW MULCH, OR APPROVED REPLACEMENT, ABOVE BANKFULL TO THE LIMITS OF DISTURBANCE. MULCH IS TO BE SPREAD
BY HAND, BLOWER, OR OTHER SUITABLE EQUIPMENT AND ANCHORED INTO THE TOPSOIL WITH POLY DURING BLOWING, OR BY
DISCING.
4. BARE ROOT SEEDLINGS, LIVE STAKES OR PLUGS WILL BE PLANTED AFTER THE TEMPORARY SEED MIXTURE HAS BEEN APPLIED.
5. TREES, SHRUBS, LIVE STAKES, BARE ROOT SEEDLINGS AND PLUGS SHALL BE PLANTED IN A MANNER TO ENSURE THEIR SURVIVAL.
CONTRACTOR SHALL PLANT INTACT ROOTS, PLANT AT PROPER DEPTH, PROVIDE PROPER BACKFILLING, AND PROVIDE WATERING.
6. PLANT MATERIALS SHALL BE STORED IN A MANNER TO PREVENT DESICCATION OF THE ROOT SYSTEM. PROTECT PLANTS AT ALL
TIMES FROM SUN AND DRYING WINDS. PLANTS THAT CAN NOT BE PLANTED IMMEDIATELY SHALL BE KEPT IN THE SHADE AND WELL
WATERED. PLANTS NOT PLANTED WITHIN TWO DAYS SHALL BE PROVIDED WITH ADEQUATE IRRIGATION AND ON-SITE PROTECTION
FROM THE ELEMENTS.
7. PLANTS SHALL NOT BE HANDLED BY THE STEMS DURING TRANSPORT TO PLANTING SITE OR DURING PLANTING.
8. IF AN EROSION CONTROL BLANKET IS PRESENT, A CIRCULAR OPENING SHALL BE CUT IN THE BLANKET PRIOR TO EXCAVATION OF
THE PIT.
9. NON -BIODEGRADABLE MATERIAL SURROUNDING THE EARTHEN BALL OF THE PLAN SHALL BE REMOVED PRIOR TO BACKFILLING OF
THE PIT.
10. TO SET THE PLANTS, PREPARE ALIGNMENT OF INDIVIDUAL TREE SAPLINGS PLUMB AND STRAIGHT AND PROVIDE ALLOWANCE
FOR SETTLEMENT.
11. BACKFILL THE PLANTING HOLES WITH IN-SITU SOIL MATERIALS REMOVED FOR PLANTING.
12. AFTER BACKFILLING, WATER TO THE POINT OF SOIL SATURATION AND TAMP TO COMPACT THE BACKFILL MIXTURE. ADD
EXISTING SOIL TO BRING THE FINAL GRADE IN THE PLANTING HOLE TO THE SURROUNDING SOIL SURFACE. RAKE THE UNUSED
SOIL OUTSIDE THE PLANTING HOLES, TAKING CARE NOT TO MOUND THE SOIL OR TO SIGNIFICANTLY ALTER THE EXISTING
GRADES.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING 80% SURVIVABILITY THROUGH THE FIRST YEAR AFTER
CONSTRUCTION. AS -BUILT, VEGETATIVE MONITORING AND GEOMORPHOLOGICAL MONITORING WILL BE COMPLETED WITHIN 60
DAYS AFTER CONSTRUCTION COMPLETION.
14. TREES, SHRUBS AND LIVE STAKE PLANTING IS TO OCCUR BETWEEN NOVEMBER 15 AND MARCH 15, DURING DORMANCY. LIVE
STAKES SHOULD ONLY BE USED WITHIN THE AREA WHERE ADEQUATE DRAINAGE AND SOIL SATURATION WILL INDUCE
ADEQUATE ROOT GROWTH. LIVE STAKES SHALL HAVE A MINIMUM DIAMETER OF 1/2 INCHES AND A MINIMUM OF LENGTH 24
INCHES. SOAK THE STAKE FOR 24 HOURS. CUT ENDS AT A 45° ANGLE PRIOR TO INSTALLATION. DRIVE STAKE INTO THE
GROUND TO 3/4 OF ITS LENGTH, AT A 45° IN THE DOWNSTREAM DIRECTION.
15. THE SUPPLIER OF ALL SEEDS AND/OR VEGETATION SHALL CERTIFY THAT THE ORIGIN OF THE SEEDS FROM WHICH THE PLANTS
OR SEEDS WERE PRODUCED IS FROM HARDINESS ZONES 7A AND 7B, EAST OF TENNESSEE, AND AS DIRECTED BY THE SPECIAL
PROVISIONS.
16. ALL PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS REPRESENTATIVES OF THEIR SPECIES, NURSERY GROWN
ACCORDING TO GOOD HORTICULTURE PRACTICES AND GROWN IN A CLIMATE SIMILAR TO THE PROJECT AREA. PLANTS SHALL
BE VIGOROUS, HEALTHY AND FREE OF DISEASE, INSECTIVOROUS PESTS, DECAY, INJURIES AND ALL FORMS OF OBJECTIONABLE
DISFIGUREMENTS. TRUNKS AND BRANCHES SHALL BE FREE OF CUTS AND ABRASIONS. PLANTS SHALL CONFORM TO ALL
ASPECTS OF THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1) FOR CONSERVATION
GRADE PLANT MATERIAL.
17. TREES AND SHRUBS SHALL BE PLANTED ON 10 FT CENTERS. LIVE STAKES SHALL BE PLANTED IN GROUPS WHERE PLANS SHOW
ON 4 FT CENTERS.
A COMBINATION OF BARE ROOT AND PLUG PLANTS SHOULD BE PLANTED IN CONJUNCTION WITH THE APPLIED WETLAND VARIETY
SEED MIX IN ORDER TO CREATE A NATURALIZED STREAM BANK AND TO ESTABLISH ADEQUATE VEGETATIVE COVER TO PREVENT
SLOUGHING AND EROSION OF THE BANK.
18. THE SELECTED WETLAND SEED MIX SHALL BE SURFACE SOWN AT THE RATE OF 150 LBS/ACRE TO ALL DISTURBED AREAS ALONG
THE EASEMENT.
19. ALL BARE ROOT SEEDLINGS OR PLUGS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR SURVIVAL. THIS SHALL
INCLUDE THE PLANTING OF INTACT ROOTS, PLANTING AT PROPER DEPTH, PROPER BACKFILLING AND WATERING.
20. IN AREAS WHERE THE RESTORATION DESIGN REQUIRES SLOPES TO BE CUT BACK AND GRADED, SLOPES SHALL BE SCARIFIED
APPROXIMATELY 4 TO 6 INCHES BELOW THE SURFACE PRIOR TO PLANTING. BIODEGRADABLE EROSION CONTROL MAT SHALL
BE USED IN ALL AREAS. AN OPENING SHALL BE CUT IN THE MAT FOR EACH PLANTING PRIOR TO INSTALLATION. BARE ROOT
SEEDLINGS OR PLUGS SHALL BE PLANTED AND THE ENTIRE AREA SHALL BE TOP DRESSED WITH A WETLAND SEED MIX.
21. BARE ROOT SEEDLINGS OR PEAT POTS THAT ARE TO BE SELECTED FROM THE PLANTING SPECIES LIST ON THIS SHEET SHALL
BE PLANTED IN MONOSPECIFIC GROUPS USING A 2 -FOOT ON CENTER SPACING WITHIN THE GROUP TO A MAXIMUM NUMBER OF
50 PLANTS PER GROUP. THE PLANTS TO BE LOCATED NEAREST TO THE BANKFULL ELEVATION SHOULD BE FACULTATIVE WET
(FACW).
22. BARE ROOT/PLUG PLANTS DIMENSIONS ARE MAXIMUMS, PLANTINGS SHALL BE RANDOM.
Dewberry"
.�;,o
Dewberry Engineers Inc.
551 PINEY FOREST ROAD
DANVILLE, VA 24540
PHONE: [phone]
FAX: [phone]
NCBELS # F-0929
2
4/12/19
MWC1
REV PER USACE
COMMENTS
1
1/10/19
U
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No.
DATE
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Description
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AS NOTED
REVISIONS
DRAWN BY -
APPROVED BY
CHECKED BY -
DATE -
TITLE
MWC
RSE
LAB
APRIL, 2019
STREAM AND
WETLAND
DETAILS
PROJECT NO. 50046462 / 50102913
C22
SHEET NO. OF
2
4/12/19
MWC1
REV PER USACE
COMMENTS
1
1/10/19
MWC
REV PER USACE
COMMENTS
No.
DATE
BY
Description
REVISIONS
DRAWN BY -
APPROVED BY
CHECKED BY -
DATE -
TITLE
MWC
RSE
LAB
APRIL, 2019
STREAM AND
WETLAND
DETAILS
PROJECT NO. 50046462 / 50102913
C22
SHEET NO. OF

Action ID Number: SAW -2018-02188
Permittee: City of Eden (Attn: Terry Shelton)
County: Rockingham
Project Name: City of Eden / SoVA Mega Site at Berry Hill - Phase 1 NC Water / Rockingham /
municipal
Date Verification Issued: 05/08/2019
Project Manager: David E. Bailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date