20190914 Ver 1_PCN Form Submission_20190709

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02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20190914
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Washington Regional Office - [phone] Robert Tankard:eads\rbtankard
Information for Initial Review
1a. Name of project:
Bridgeton 1 15k Substation
1a. Who is the Primary Contact?*
Brad Tripp
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
7/9/2019
Nearest Body of Water
Little Swift Creek
Basin
Neuse
Water Classification
C;SW;NSW
Site Coordinates
Latitude:
35.1972
A. Processing Information
County (or Counties) where the project is located:
Craven
Is this project a public transportation project?*
r Yes r No
Longitude:
-77.0560
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable venters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
rJ 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
12 - Utility Lines
1e. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r- Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r- Yes r- No
Acceptance Letter Attachment
Neu -Con SOA - Casey King - Bridgeton 11 5k Substation.pdf
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r- Yes r No r Unknown
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
fJ Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r- Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Duke Energy Progress Inc.
2b. Deed book and page no.:
DB1066 PG 350; DB1068 PG 555; DB1068 PG 740
2c. Responsible party:
Thomas Williams, Jr.
2d. Address
Street Address
410 South Wilmington Street
Address Line 2
City
State / Province / Iegbn
Raleigh
NC
Postal / Zip Code
Country
27601
U.S.A.
2e. Telephone Number:
2f. Fax Number:
[phone]
[phone]
29. Email Address:*
[e-mail]
C. Project Information and Prior Project History
141.68KB
r Yes r No
ryes r No

1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Bridgeton, NC
2. Project Identification
2a. Property Identification Number:
2-043-050; 2-043-075; 2-043-074
2c. Project Address
Street Address
3431 Hwy 17
Address Line 2
CKY
Bridgeton
Fbstal / Zip Cade
28560
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Little Swift Creek
3b. Water Resources Classification of nearest receiving water:*
C;SW;NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202020506
4. Project Description and History
2b. Property size:
8.62
State / Frwince / Pagion
NC
Country
U.S.A
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site is flat and wooded beyond the existing substation, access drive, and transmission right-of-way. The site drains through the swamp to the ENE and eventually to Swift Creek.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
QuadMap - Bridgeton.pdf 909.76KB
4e. Attach an 8 1/2 X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Craven Co Soils Map - final.pdf 830.3KB
4f. List the total estimated acreage of all existing wetlands on the property:
3.4
49. List the total estimated linear feet of all existing streams on the property:
434
4h. Explain the purpose of the proposed project:*
Duke Energy plans to make improvements to the existing Bridgeton 11 5k substation.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
As a part of the improvements, Duke Energy plans to: expand the substation yard, add and replace equipment, replace a layer of gravel within the ex substation fence, add gravel
outside the ex. substation fence for routine maintenance access, remove ex distribution lines and install new distribution poles and lines, relocate a transmission structure, and install
communications lines.
Conventional construction equipment (excavators, vibratory rollers, trucks, boom trucks, tree removal equipment) will be used to complete this project.
Approximately 0.16 acres of wetlands will be permanently impacted as a result of grading for the expanded substation shoulder that will be used for routine maintenance access.
Approximately 0.09 acres will be temporarily impacted during the removal of danger trees. Danger trees are trees that are tall enough to damage the transmission lines if they fall down.
4j. Please upload project drawings for the proposed project.
2018.10.01 - 100 pct.pdf 21.68MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:

5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Environmental Services, Inc.
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
No.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands FJ Streams -tributaries F Buffers
r- Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason(?) 2b. Impact type * (?) 2c. Type of W. 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition * M area*
WA -1 grading P Non-Riverine Swamp Forest WA Yes �_]
oth 0.160
(acres)
WA -2 tree removal T Non-Riverine Swamp Forest �WA
29. Total Temporary Wetland Impact
0.090
29
Culvert Pipe Install
Permanent
Culvert
UT (TA) to WA
Intermittent
Both
5
Average (feet)
139
(linear feet)
32
Culvert Pipe Removal
Temporary
Yes
Both
0.090
(acres)
. Total Wetland Impact
0.250
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.160
F
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact*name * 3e. Stream Type * 3f. Type ofwidth * FIM
pact
(?) Jurisdiction* length*
S1
Culvert Pipe Install
Permanent
Culvert
UT (TA) to WA
Intermittent
Both
5
Average (feet)
139
(linear feet)
32
Culvert Pipe Removal
Temporary
Culvert
UT (TA) to WA
Intermittent
Both
5
Average (feet)
71
(linear feet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
139
31. Total stream and ditch impacts:
210
3j. Comments
31. Total temporary stream impacts:
71

E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
One of the intents of the design was to minimize impacts to the e>osting wetlands. Impacts to the wetlands and tributaries were considered when
making design decisions. The temporary skimmer basin was sited in an area that would not impact wetlands.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Erosion control measures (silt fence, wattles, and pipe inletloutlet protection) will be installed to prevent the migration of sediment into the emsting on-
site wetlands and streams. Hand clearing techniques will be used to remove danger trees from wetland areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2c. If yes, mitigation is required by (check all that apply):
r DWR R Corps
2d. If yes, which mitigation option(s) will be used for this project?
R Mitigation bank r Payment to in -lieu fee r Permittee Responsible
program Mitigation
I Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Neu -Con Wetland & Stream Umbrella Mitigation Bank
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Non -riparian wetland 0.32
Attach Receipt and/or letter
Bridgton Compensatory Mitigation Proposal- June 2019.pdf
193.96KB
3c. Comments
Compensatory Mitigation Proposal includes the Statement of Availability
F. Stormwater Management and Diffuse Flow Plan (required by DWR)'
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the INC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
The three onsite tributaries are a least partially the result of past human disturbance; and they do not correspond to any USGS blue line streams or streams mapped in the county soil
survey.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
A low-density stormwater permit application will be submitted to NCDEQ for approval.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)

2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H.0500), Isolated Wetland Rules (15A NCAC 2H.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
f Yes B No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
No further substation expansion projects are planned for this site.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
f Yes F Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Sa. Will this project occur in or near an area with federally protected species or habitat?*
F Yes l- No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
f- Yes r No
5d. Is another Federal agency involved?*
r Yes r No f Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes F No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes F No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
l- Yes F No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The Natural & Cultural Resources Report for the Bridgeton 115kV Substation Craven County, NC prepared by Environmental Services, Inc. dated
June 2018. The northern long-eared bat is the only endangered species habitat, but project is exempt pursuant to the 4(d) rules (see report, page 9)
Consultation Documentation Upload
Bridgeton 115kV Substation Report.pdf 6.54MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https://gisl3.services.ncdot.gov/esm/ and The Natural & Cultural Resources Report for the Bridgeton 115kV Substation Craven County, NC prepared
by Environmental Services, Inc. dated June 2018
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The Natural & Cultural Resources Report for the Bridgeton 115kV Substation Craven County, NC prepared by Environmental Services, Inc. dated
June 2018
7c. Historic or Prehistoric Information Upload
Bridgeton 115kV Substation Report.pdf 6.54MB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes r No

8c. What source(s) did you use to make the floodplain determination?*
Firm map 3720558300J+ The Natural & Cultural Resources Report for the Bridgeton 115kV Substation Craven County, NC prepared by
Environmental Services, Inc. dated June 2018
Miscellaneous
Comments
Wetland and stream Impact Ediibit attached.
Miscellaneous attachments not previously requested.
Bridgeton Impacts Exhibit.pdf 437.67KB
Signature
m By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Elizabeth Steffens
Signature
if 62'w
Date
7/9/2019

PCN APPLICATION AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. NA PLAN NO. NA
PARCEL ID: 2-043-050; 2-043-075;
2-043-074
STREET ADDRESS: 3431 HWY 17, BRIDGETON, NC 28560
Please print:
Property Owner:
Property Owner:
DUKE ENERGY PROGRESS, LLC
The undersigned, registered property owners of the above noted property, do hereby authorize
ELIZABETH STEFFENS of DEWBERRY ENGINEERS INC.
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
410 SOUTH WILMINGTON ST., RALEIGH, NC 27601
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
uthorized Signature Authorized Signature
Date: I I r' I i Date:

ASKIN BRICK ROAD - NCSR NO. 143420
1918
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7PERMANENT WETLAND IMPACTS(0.16 ACRES)TEMPORARY WETLAND IMPACTS(0.09 ACRES)62 LINEAR FEET OFINTERMITTENTSTREAM IMPACTS.63 LINEAR FEET OFINTERMITTENTSTREAM IMPACTS.34 LINEAR FEET OFDAYLIGHTING OFINTERMITTENT STREAMEPHEMERAL STREAMGROUNDING LINEDITCH, TYP.18" WIDE TRENCH IMPACTSINTERMITTENTSTREAM TA2610 WYCLIFF ROADSUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]Dewberry Engineers Inc. NCBELS # F-092907.09.201950102846BRIDGETON 115KV SUBSTATION3431 HWY 17 BRIDGETON, NC 285601WETLAND IMPACTS EXHIBITPERMANENT WETLANDIMPACTS (WA-1)TEMPORARY WETLANDIMPACTS (WA-2)LEGEND
Bridgeton Substation Site
1000 0 5000 10000 Feet
0 1 2 3 Kilometers
Scale - 1:24000
CRAVEN COUNTY, NORTH CAROLINA NO. 9

EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability June 28, 2019

U.S. Army Corps of Engineers
Emily Thompson
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889

Re Project: Bridgeton 115kV Substation

This document confirms that the Duke Energy Progress, LLC (Applicant) for the Bridgeton 115kV
Substation (Project) has expressed an interest to utilize 0.32 Non-Riparian Wetland Mitigation Credits
from the EBX-Neuse sponsored Neu-Con Wetland & Stream Umbrella Mitigation Bank, specifically 0.32
from the Casey King Site, in the Neuse HUC 03020202. As the official Bank Sponsor, EBX-Neuse I,
LLC, attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1075.
Best Regards,

Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
Territorial
Copyright:© 2013 National Geographic Society, i-cubed
Path: P:\GeoGra\Projects\2015\010\135\GIS\topo.mxd Date: 5/15/2018 9:48:26 AM
E ER15010.135
May 2018
CW/JH
Figure:
Project:
Date:
Drwn/Chkd:
1
4901 Trademark DriveRaleigh, North Carolina 27610(919) 212-1760(919) 212-1707 FAX
www.environmentalservicesinc.com
Project Location
Bridgeton 115kV Substation
Craven County, North Carolina
2011 National Geographic Society/ESRI, i-cubed seamless USGSquadrangles (Askin, NC); Project Study Area approximated by ESI020001000
Feet
ENVIRONMENTALSERVICES, INC.
Project Study Area
Disclaimer: The information depicted on this figure is for informational purposes only and was notprepared for, and is not suitable for legal or engineering purposes. This information presented is notfor regulatory review and is intended for use only by a Professional Land Surveyor prior to regulatoryreview.
Neuse River Basin
BRIDGETON 115KV SUBSTATIONLATITUDE: N 35°11'47.09"LONGITUDE: W 77°03'20.23"“”GENERAL NOTES:SHEET LIST:13431 HIGHWAY 17, BRIDGETON, CRAVEN COUNTY, NC 28560VICINITY MAPNO SCALECOVER SHEETAT BASE-LINE INTERSECTIONREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018(
S
R

1
4
3
3
)(SR 1618)(SR 1435)
20191817 21 ASKIN BRICK ROAD - NCSR NO. 1434US HIGHWAY 17 NORTH20
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DANGER TREE LIMITS115 KV RIGHT-OF-WAY115 KV RIGHT-OF-WAY50.00
50.00 62.50 DANGER TREE LIMITSWETLAND BOUNDARY, TYP.62.50 EPHEMERALSTREAMGROUNDING DITCH,TYP. - 36" WETLANDIMPACT WIDTHWETLAND BOUNDARY, TYP.REVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018Know what'sbelow.before you dig.CallROVERHEAD POWER IN VICINITYOF WORK AREA. CONTRACTORSHALL USE CAUTION WHILEWORKING AROUND ENERGIZEDPOWER LINES.WARNING:UNDERGROUND TELEPHONE ANDFIBER OPTIC LINES ARE INVICINITY OF SUBSTATION.CONTRACTOR TO VERIFYLOCATION PRIOR TO DIGGING.CAUTION:IMPACTS TABLEIMPACT TYPETOTAL AREALOD4.03 ACPERMANENTWETLAND IMPACTS0.16 ACPERMANENTINTERMITTENTSTREAM IMACTS120 LFTEMPORARYINTERMITTENTSTREAM IMPACTS35 LFHAND-CLEARING INWETLANDS (NON-404ACTIVITY)0.09 ACTEMPORARYWETLAND IMPACTS390 SFDEMOLITION LEGEND:LIMITS OF DISTURBANCEPROPOSED TREE LINESUBSTATION AND DRIVEWAY DEMOLITIONCLEAR AND GRUB(GRADING LIMITS)CLEAR AND GRUB *(WETLANDS)*PRIOR DEP APPROVAL REQUIREDHAND CLEAR (NO GRUB)XXXXXXXXDEMOLISHLODDEMOLITION NOTES:1.EXISTING TOPOGRAPHIC SURVEY AND WETLANDS INFORMATION PROVIDED BY DAVISMARTIN POWELL & ASSOCIATES, INC., DATED APRIL 13, 2018.2.DEP SURVEYOR TO FLAG JURISDICTIONAL WETLANDS (PINK FLAGGING) PRIOR TO ANYDEMOLITION WORK.3.CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO EXISTING GRADE UNLESSOTHERWISE SHOWN ON THE DRAWINGS.4.ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED.CONTRACTOR SHALL NOT DISTURB UTILITY POLES, GUY WIRES, OR ANCHORS WITHOUTPERMISSION FROM DEP5.CONTRACTOR SHALL SEED, MULCH, AND TACK ANY DISTURBED AREAS NOT RECEIVINGSTONE OR OTHER HARD SURFACE PER THE EROSION CONTROL PLAN.6.CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATION AND/OR DISRUPTIONSWITH DEP.7.CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS WITHIN THE FUTURE PAD AREA,ACCESS ROAD AREA, AND GRADED AREAS AS SHOWN.8.CONTRACTOR SHALL CLEAR TREES IN THE RIGHT-OF-WAY (ROW) AREA BUT NOT GRUB.CONTRACTOR TO CUT STUMPS AS LOW TO EXISTING GRADE AS POSSIBLE AND LEAVESTUMPS IN PLACE.9.DEP ROW - CONTRACTOR SHALL HAND CLEAR VEGETATION WITHIN WETLANDS ANDPRESERVE 6 INCHES OF VEGETATION. WITHIN 10 FEET OF THE WATER BODY, ONLYVEGETATION THAT POSES A HAZARD OR HAS THE POTENTIAL TO GROW TALL ENOUGHTO INTERFERE WITH THE LINE IS TO BE REMOVED. REFER TO COMPOSITE MATTINGDETAIL, SHEET 15 SHOULD EQUIPMENT NEED TO CROSS WETLANDS.10.DANGER TREE ZONE - CONTRACTOR TO HAND CUT DANGER TREES IN WETLANDS.CONTRACTOR TO MARK TREES FOR REMOVAL WITHIN WETLANDS AND RECEIVE DEPAPPROVAL BEFORE TREES WITHIN WETLANDS ARE HAND CUT. AN ADDITIONALCONTRACTOR MOBILIZATION MAY BE NECESSARY AFTER DEP APPROVES THEWETLAND TREES FOR REMOVAL.11.CONTRACTOR SHALL OBTAIN DIRECTION FROM DEP REGARDING REMOVAL OF ANYEXISTING SOIL MATERIAL FROM THE SITE. CONTRACTOR SHALL LEGALLY DISPOSE OFALL CONSTRUCTION WASTE AND EXCESS MATERIALS AS WELL AS UNSUITABLEMATERIALS OFF SITE. CONTRACTOR SHALL PROVIDE DEP WITH PROOF OF DISPOSAL.3DEMOLITION PLAN
20191817 21 ASKIN BRICK ROAD - NCSR NO. 1434US HIGHWAY 17 NORTH20
1918
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7 R 15'183'
6.00PROP. ACCESS DRIVE - SEE DETAIL105.9779.80PROP. 115 KV TAP LINEDANGER TREE LIMITS115 KV RIGHT-OF-WAY115 KV RIGHT-OF-WAY50.00
50.00 62.50
62.50 DANGER TREE LIMITSR 120'24.00'123.77TEMPORARY TRANSMISSION POLE FOR MOBILE UNIT, TYP.(BY OTHERS)MOBILE PAD - 100'x50' -SEE DETAIL ON SHEET 121
2345
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8
9
TEMPORARY FENCEPOINT TABLEPOINT NO.123456789RAW DESCRIPTIONFENCE CORNERFENCE CORNERGATEGATEFENCE CORNERFENCE CORNERFENCE CORNERFENCE CORNERFENCE CORNERNORTHING532210.6227532214.4979532209.3843532196.9299532190.6903532023.4968532045.8028532098.2780532122.0152EASTING2580885.55922580860.91462580852.59302580832.32542580822.17152580928.27782580964.57732580932.33112580940.0083REVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018Know what'sbelow.before you dig.CallROVERHEAD POWER IN VICINITYOF WORK AREA. CONTRACTORSHALL USE CAUTION WHILEWORKING AROUND ENERGIZEDPOWER LINES.WARNING:UNDERGROUND TELEPHONE ANDFIBER OPTIC LINES ARE INVICINITY OF SUBSTATION.CONTRACTOR TO VERIFYLOCATION PRIOR TO DIGGING.CAUTION:SITE DESIGN LEGEND:NEW TREE LINE/CLEARING LIMITSFENCE (BY OTHERS)ABC STONE: DRIVE AND SUBSTATIONSHOULDER BLANKETGRAVEL SUBSTATION YARD BLANKETSITE DESIGN NOTES:1.EXISTING TOPOGRAPHIC SURVEY AND WETLANDSINFORMATION PROVIDED BY DAVIS MARTIN POWELL &ASSOCIATES, INC., DATED APRIL 13, 2018. SEE SHEET 2FOR CURRENT SURVEY INFORMATION.2.ALL COMPONENTS WITHIN THE SUBSTATION AREA AREPROVIDED BY OTHERS. THE EQUIPMENT SHOWN FORSCHEMATIC PURPOSES ONLY.3.CONTRACTOR SHALL OBTAIN COPIES OF ALL PERMITSFROM DEP PRIOR TO CONSTRUCTION. ALL PROVISIONSMUST BE FOLLOWED.4.ALL CONSTRUCTION TO BE COMPLETED IN ACCORDANCEWITH NCDOT AND CRAVEN COUNTY STANDARDS5.TRANSMISSION STRUCTURES, TRANSMISSION GUYS ANDANCHORS, DISTRIBUTION STRUCTURES AND DISTRIBUTIONGUYS AND ANCHORS ARE PROVIDED BY OTHERS ANDSHOWN FOR REFERENCE PURPOSES ONLY.6.MOBILE SUBSTATION TO BE INSTALLED ON TEMPORARYPAD AND ENCIRCLED BY TEMPORARY FENCE.4SITE PLAN - PHASE I198.00
20191817 21 ASKIN BRICK ROAD - NCSR NO. 1434US HIGHWAY 17 NORTH20
1918
1
7
EAST-WEST BASELINENORTH-SOUTH BASELINER 15'183.00'
6.00PROP. ACCESS DRIVE - SEE DETAIL105.9785.0268.91
PROP. 115 KV TAP LINEDANGER TREE LIMITS115 KV RIGHT-OF-WAY115 KV RIGHT-OF-WAY50.00
50.00 62.50
62.50 DANGER TREE LIMITS24' DOUBLE SWING GATE, TYP. - BY OTHERS24.00'24.00'123.7790°STR. 45STR. 44STR. 42-1GROUNDING LINEDITCH, TYP.R 120'123
456
7
8
910111213 14POINT TABLEPOINT NO.1234567891011121314RAW DESCRIPTIONFENCE CORNERGATEGATEGATEGATEFENCE CORNERFENCE CORNERFENCE CORNERCONC. APRONCONC. APRONCONC. APRONCONC. APRONCONC. APRONCONC. APRONNORTHING532214.4979532209.3843532196.9301532115.1701532102.6071532091.4638531922.7687532045.8028532308.3104532293.4285532278.7683532290.1988532441.5133532330.1740EASTING2580860.91462580852.59302580832.33412580699.27392580678.82972580660.69572580764.35842580964.57732580747.28922580728.25072580670.63382580649.50922580625.74302580770.2372REVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018Know what'sbelow.before you dig.CallROVERHEAD POWER IN VICINITYOF WORK AREA. CONTRACTORSHALL USE CAUTION WHILEWORKING AROUND ENERGIZEDPOWER LINES.WARNING:UNDERGROUND TELEPHONE ANDFIBER OPTIC LINES ARE INVICINITY OF SUBSTATION.CONTRACTOR TO VERIFYLOCATION PRIOR TO DIGGING.CAUTION:SITE DESIGN LEGEND:NEW TREE LINE/CLEARING LIMITSFENCEABC STONE: DRIVE AND SUBSTATIONSHOULDER BLANKETGRAVEL SUBSTATION YARD BLANKETCONCRETE DRIVEWAY APRONSITE DESIGN NOTES:1.EXISTING TOPOGRAPHIC SURVEY AND WETLANDSINFORMATION PROVIDED BY DAVIS MARTIN POWELL &ASSOCIATES, INC., DATED APRIL 13, 2018. SEE SHEET 2FOR CURRENT SURVEY INFORMATION.2.ALL COMPONENTS WITHIN THE SUBSTATION AREA AREPROVIDED BY OTHERS. THE EQUIPMENT SHOWN FORSCHEMATIC PURPOSES ONLY.3.CONTRACTOR SHALL OBTAIN COPIES OF ALL PERMITSFROM DEP PRIOR TO CONSTRUCTION. ALL PROVISIONSMUST BE FOLLOWED.4.ALL CONSTRUCTION TO BE COMPLETED IN ACCORDANCEWITH NCDOT AND CRAVEN COUNTY STANDARDS5.TRANSMISSION STRUCTURES, TRANSMISSION GUYS ANDANCHORS, DISTRIBUTION STRUCTURES AND DISTRIBUTIONGUYS AND ANCHORS ARE PROVIDED BY OTHERS ANDSHOWN FOR REFERENCE PURPOSES ONLY.5SITE PLAN - PHASE II198.00101.15
2
0
1918172122
ASKIN BRICK ROAD - NCSR NO. 1434US HIGHWAY 17 NORTH20
1918
1
7PROPOSED CHECK DAMPROPOSED DOUBLE ROW SILTFENCE (5' BETWEEN ROWS)PROPOSED SILT FENCE ROCK OUTLETEPHEMERAL STREAMEROSION AND SEDIMENT CONTROL BOUNDARYTEMPORARY CONSTRUCTION ENTRANCEWETLAND BOUNDARYREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018Know what'sbelow.before you dig.CallROVERHEAD POWER IN VICINITYOF WORK AREA. CONTRACTORSHALL USE CAUTION WHILEWORKING AROUND ENERGIZEDPOWER LINES.WARNING:UNDERGROUND TELEPHONE ANDFIBER OPTIC LINES ARE INVICINITY OF SUBSTATION.CONTRACTOR TO VERIFYLOCATION PRIOR TO DIGGING.CAUTION:6EROSION CONTROL PLAN - PHASE ILIMITS OF DISTURBANCE: 4.03 AC.EROSION CONTROL LEGEND:LIMITS OF DISTURBANCECONSTRUCTION SAFETY FENCENEW TREE LINE/CLEARING LIMITSSILT FENCETEMPORARY CONSTRUCTION ENTRANCESILT FENCE OUTLETROCK CHECK DAMTEMPORARY SKIMMER BASINTEMPORARY DIVERSION CHANNELWATTLES EROSION AND SEDIMENT CONTROL NOTES:1.EXISTING TOPOGRAPHIC SURVEY AND WETLANDS INFORMATION PROVIDED BY DAVIS MARTINPOWELL & ASSOCIATES, INC., DATED APRIL 13, 2018. SEE SHEET 2 FOR CURRENT SURVEYINFORMATION.2.CONTRACTOR SHALL INSTALL ALL MEASURES NECESSARY FOR EROSION AND SEDIMENTCONTROL PRIOR TO ANY LAND DISTURBANCE.3.CONTRACTOR SHALL MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES INACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING ANDDESIGN MANUAL.4.CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO EXISTING GRADE UNLESSOTHERWISE NOTED ON DRAWINGS. CONTRACTOR SHALL SEED AND MULCH ALL AREAS NOTRECEIVING STONE.5.SEE SHEET 13 FOR EROSION AND SEDIMENT CONTROL SEQUENCE AND SEEDING SCHEDULE.6.CONTRACTOR SHALL PROVIDE DOUBLE ROW OF SILT FENCE AROUND TEMPORARY STOCKPILEDURING CONSTRUCTION.7.STOCKPILE, EQUIPMENT STAGING AND MATERIALS LAYDOWN AREAS ARE TO BE LOCATED ATLEAST 50 FEET FROM ANY DRAINAGE STRUCTURE OR WATERCOURSE.8.SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED.9.CONTRACTOR IS RESPONSIBLE FOR SITE ACCESS AND THE CREATION OF A CONSTRUCTIONENTRANCE.10.ALL SITE ACCESS THROUGH WETLANDS SHALL BE VIA COMMERCIALLY-MADE COMPOSITE ORHEAVY DUTY TIMBER/"CRANE" MATS OR DEP APPROVED LOW GROUND PRESSURE TRACKVEHICLES. LATTICE AND TWO-PLY MATTING SHALL NOTE BE USED IN JURISDICTIONALWETLANDS AND/OR STREAMS.11.ANY OIL FILLED EQUIPMENT LEFT ON SITE OVERNIGHT WITHIN 100' OF SURFACE WATER MUSTHAVE TEMPORARY OIL CONTAINMENT.LOD
20191817 21 ASKIN BRICK ROAD - NCSR NO. 1434US HIGHWAY 17 NORTH20
1918
1
7
18171615.5PROPOSED CHECK DAMPROPOSED DOUBLE ROW SILT FENCEPROPOSED SILT FENCE ROCK OUTLETBAFFLES2.5" SKIMMEREPHEMERAL STREAM2:1 SIDE SLOPESTEMPORARYSTOCK PILEWETLAND BOUNDARYCONCRETE WASHOUT21
212020
21.50'+21.50'++ 21.50'+ 21.50'20.20' +20TEMPORARY PARKING AREA5' (TYP.)EMERGENCY SPILLWAY30' SPILLWAY WIDTHTEMPORARYCONSTRUCTIONENTRANCEEXISTING SUBSTATION FENCEPROP. 30" RCPRIPRAP DISSIPATER PADACCORDING TO NCDOTDETAIL ON SHEET 15TEMPORARYPOLE FORMOBILE UNIT(BY OTHERS)REVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018Know what'sbelow.before you dig.CallROVERHEAD POWER IN VICINITYOF WORK AREA. CONTRACTORSHALL USE CAUTION WHILEWORKING AROUND ENERGIZEDPOWER LINES.WARNING:UNDERGROUND TELEPHONE ANDFIBER OPTIC LINES ARE INVICINITY OF SUBSTATION.CONTRACTOR TO VERIFYLOCATION PRIOR TO DIGGING.CAUTION:7EROSION CONTROL PLAN - PHASE IIEROSION CONTROL LEGEND:LIMITS OF DISTURBANCECONSTRUCTION SAFETY FENCENEW TREE LINE/CLEARING LIMITSSILT FENCETEMPORARY CONSTRUCTION ENTRANCESILT FENCE OUTLETROCK CHECK DAMTEMPORARY SKIMMER BASINTEMPORARY DIVERSION CHANNELCONCRETE WASHOUTWATTLESLODEROSION AND SEDIMENT CONTROL NOTES:1.EXISTING TOPOGRAPHIC SURVEY AND WETLANDS INFORMATION PROVIDED BY DAVIS MARTINPOWELL & ASSOCIATES, INC., DATED APRIL 13, 2018. SEE SHEET 2 FOR CURRENT SURVEYINFORMATION.2.ALL COMPONENTS WITHIN THE SUBSTATION AREA ARE PROVIDED BY OTHERS. THEEQUIPMENT SHOWN FOR SCHEMATIC PURPOSES ONLY.3.CONTRACTOR SHALL OBTAIN COPIES OF ALL PERMITS FROM DEP PRIOR TO CONSTRUCTION.ALL PROVISIONS MUST BE FOLLOWED.4.ALL CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH NCDOT AND CRAVEN COUNTYSTANDARDS.5.TRANSMISSION STRUCTURES, TRANSMISSION GUYS AND ANCHORS, DISTRIBUTIONSTRUCTURES AND DISTRIBUTION GUYS AND ANCHORS ARE PROVIDED BY OTHERS ANDSHOWN FOR REFERENCE PURPOSES ONLY.6.SLOPES 6:1 OR STEEPER SHALL RECEIVE STRAW/MULCH/TACK.7.PERMANENT EROSION CONTROL BLANKET OVER COMPOST SHALL BE INSTALLED ON SLOPES3:1 OR STEEPER AND IN PERMANENT FLOW CHANNELS (DITCHES AND SWALES).8.TEMPORARY EROSION CONTROL BLANKET (EXCELSIOR OR EQUAL) SHALL BE USED INTEMPORARY DIVERSION DITCHES AND SILT BASIN SIDE SLOPES.9.CONTRACTOR TO GRADE PERMANENT STOCKPILE AREA TO A MINIMUM SLOPE OF 2% AND AMAXIMUM SLOPE OF 20%.
20191817 21 ASKIN BRICK ROAD - NCSR NO. 1434US HIGHWAY 17 NORTH20
1918
1
7
EAST-WEST BASELINENORTH-SOUTH BASELINE18171615.5PROPOSED SILT FENCE ROCK OUTLETBAFFLES2.5" SKIMMEREPHEMERAL STREAM2:1 SIDE SLOPESTEMPORARYSTOCK PILEIPCONCRETE WASHOUTWETLAND BOUNDARYTEMPORARY STRUCTURES, TYP.WATTLES AT TOP AND BOTTOM OF SLOPETEMPORARY PARKING AREAPROP. 30" RCPRIPRAP DISSIPATER PADACCORDING TO NCDOTDETAIL ON SHEET 15PROP. 30" RCPRIPRAP DISSIPATER PADACCORDING TO NCDOTDETAIL ON SHEET 15TEMPORARYCONSTRUCTIONENTRANCEADJUST WATTLES ASNEEDED DURINGTRANSMISSION LINECONSTRUCTIONREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018Know what'sbelow.before you dig.CallROVERHEAD POWER IN VICINITYOF WORK AREA. CONTRACTORSHALL USE CAUTION WHILEWORKING AROUND ENERGIZEDPOWER LINES.WARNING:UNDERGROUND TELEPHONE ANDFIBER OPTIC LINES ARE INVICINITY OF SUBSTATION.CONTRACTOR TO VERIFYLOCATION PRIOR TO DIGGING.CAUTION:8EROSION CONTROL PLAN - PHASE IIIEROSION CONTROL LEGEND:LIMITS OF DISTURBANCECONSTRUCTION SAFETY FENCENEW TREE LINE/CLEARING LIMITSSILT FENCETEMPORARY CONSTRUCTION ENTRANCESILT FENCE OUTLETROCK CHECK DAMTEMPORARY SKIMMER BASINTEMPORARY DIVERSION CHANNELCONCRETE WASHOUTINLET PROTECTIONWATTLESLODEROSION AND SEDIMENT CONTROL NOTES:1.EXISTING TOPOGRAPHIC SURVEY AND WETLANDS INFORMATION PROVIDED BY DAVIS MARTINPOWELL & ASSOCIATES, INC., DATED APRIL 13, 2018. SEE SHEET 2 FOR CURRENT SURVEYINFORMATION.2.ALL COMPONENTS WITHIN THE SUBSTATION AREA ARE PROVIDED BY OTHERS. THEEQUIPMENT SHOWN FOR SCHEMATIC PURPOSES ONLY.3.CONTRACTOR SHALL OBTAIN COPIES OF ALL PERMITS FROM DEP PRIOR TO CONSTRUCTION.ALL PROVISIONS MUST BE FOLLOWED.4.ALL CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH NCDOT AND CRAVEN COUNTYSTANDARDS.5.TRANSMISSION STRUCTURES, TRANSMISSION GUYS AND ANCHORS, DISTRIBUTIONSTRUCTURES AND DISTRIBUTION GUYS AND ANCHORS ARE PROVIDED BY OTHERS ANDSHOWN FOR REFERENCE PURPOSES ONLY.6.SLOPES 6:1 OR STEEPER SHALL RECEIVE STRAW/MULCH/TACK.7.PERMANENT EROSION CONTROL BLANKET OVER COMPOST SHALL BE INSTALLED ON SLOPES3:1 OR STEEPER AND IN PERMANENT FLOW CHANNELS (DITCHES AND SWALES).8.TEMPORARY EROSION CONTROL BLANKET (EXCELSIOR OR EQUAL) SHALL BE USED INTEMPORARY DIVERSION DITCHES AND SILT BASIN SIDE SLOPES.9.CONTRACTOR TO GRADE PERMANENT STOCKPILE AREA TO A MINIMUM SLOPE OF 2% AND AMAXIMUM SLOPE OF 20%.
20191817 21 ASKIN BRICK ROAD - NCSR NO. 1434US HIGHWAY 17 NORTH20
1918
1
7 183.0024.00 PROP. 30" RCPMOBILEPAD -100'X50'TIE PROP. ENTRANCEINTO EX. DRIVEEX. DRIVEEX. FENCE LINEEX. EDGE OF GRAVEL21
212020
21.50'+21.50'++ 21.50'+ 21.50'20.20' +20TEMPORARYPOLE, TYPTEMPORARYPOLE, TYPINV. : 16.8'RIPRAP DISSIPATER PADACCORDING TO NCDOTDETAIL ON SHEET 15INV. : 17.1'REVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018Know what'sbelow.before you dig.CallROVERHEAD POWER IN VICINITYOF WORK AREA. CONTRACTORSHALL USE CAUTION WHILEWORKING AROUND ENERGIZEDPOWER LINES.WARNING:UNDERGROUND TELEPHONE ANDFIBER OPTIC LINES ARE INVICINITY OF SUBSTATION.CONTRACTOR TO VERIFYLOCATION PRIOR TO DIGGING.CAUTION:TEMPORARY IMPACTS TABLEIMPACT TYPETOTAL AREALOD4.03 ACHAND-CLEARING INWETLANDS (NON-404ACTIVITY)0.09 ACGRADING LEGEND:LIMITS OF DISTURBANCEMAJOR CONTOURMINOR CONTOURDITCH CENTERLINEDIRECTION OF FLOW + xx.xxPROPOSED SPOT ELEVATIONFG FINISHED GRADE FG/HPFINISHED GRADE, HIGH POINTSGSUB-GRADESTORM DRAINAGE PIPELODGRADING NOTES:1.EXISTING TOPOGRAPHIC SURVEY AND WETLANDSINFORMATION PROVIDED BY DAVIS MARTIN POWELL &ASSOCIATES, INC., DATED APRIL 13, 2018. SEE SHEET 2FOR CURRENT SURVEY INFORMATION.2.CONTRACTOR SHALL GRADE SITE TO PREVENT PONDING.3.ALL GRADES OUTSIDE THE FENCE SHOULD BE 2% SLOPEFOR THE 14' SHOULDER AND CONNECT BACK TO EXISTINGGRADES AT NO STEEPER THAN 3:1 SLOPE (UNLESSOTHERWISE NOTED).4.THE SUBSTATION PAD AND SHOULDER (6' BEYOND FENCELINE) FINISHED GRADE (FG) ELEVATIONS TO BECONSTRUCTED/GRADED BY OTHERS.5.CONTRACTOR TO PROVIDE POSITIVE DRAINAGE OVERENTIRE SITE TO A DRAINAGE STRUCTURE OR SWALE.6.SEE SHEET 11 FOR ACCESS DRIVE PLAN AND PROFILE.7.SEE SHEET 15 FOR STORM DRAINAGE DETAILS.8.EXISTING DISTRIBUTION LINES ARE OWNED BY XXXX. IFANY MODIFICATION NEEDS TO BE MADE THAT AFFECT THEEXISTING DISTRIBUTION LINE, CONTACTCARTARET-CRAVEN ELECTRIC COOPERATIVE.9GRADING AND DRAINAGE PLAN - PHASE I
20191817 21 ASKIN BRICK ROAD - NCSR NO. 1434US HIGHWAY 17 NORTH20
1918
1
7
EAST-WEST BASELINENORTH-SOUTH BASELINE2021
+21.88
+21.88
+21.88
+21.88 19181721
21
20 202019181716
+ FG: 22.00 SG: 21.50+ FG: 22.00
SG: 21.50
+ FG: 22.00
SG: 21.50
+ FG: 22.00
SG: 21.50
0.5%0+001+002+002+100.5%0.5%0.5%20
19 18
21 FG/HP: 22.50SG: 22.00 +0+001+002+002+9420.50'+20.20' +24.00 183.006.0030.0024.00
3:1 SIDESLOPES, TYP.2:1 SIDE SLOPES FORDITCH AREA ONLY -USE JUTE MATTINGFOR STABILIZATIONPROP. 30" RCPPROP. 30" RCPPAD CROSS SECTION 2PROP. ACCESS ROAD 1PROP. ACCESS ROAD 2PAD CROSSSECTION 1RIPRAP DISSIPATER PADACCORDING TO NCDOTDETAIL ON SHEET 15RIPRAP DISSIPATER PADACCORDING TO NCDOTDETAIL ON SHEET 15INV. : 16.8'INV. : 17.1'INV.: 15.3'INV.: 15.0'REVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018Know what'sbelow.before you dig.CallROVERHEAD POWER IN VICINITYOF WORK AREA. CONTRACTORSHALL USE CAUTION WHILEWORKING AROUND ENERGIZEDPOWER LINES.WARNING:UNDERGROUND TELEPHONE ANDFIBER OPTIC LINES ARE INVICINITY OF SUBSTATION.CONTRACTOR TO VERIFYLOCATION PRIOR TO DIGGING.CAUTION:TEMPORARY IMPACTS TABLEIMPACT TYPETOTAL AREALOD4.03 ACHAND-CLEARING INWETLANDS (NON-404ACTIVITY)0.09 ACGRADING LEGEND:LIMITS OF DISTURBANCEMAJOR CONTOURMINOR CONTOURDITCH CENTERLINEDIRECTION OF FLOW + xx.xxPROPOSED SPOT ELEVATIONFG FINISHED GRADE FG/HPFINISHED GRADE, HIGH POINTSGSUB-GRADESTORM DRAINAGE PIPELODGRADING NOTES:1.EXISTING TOPOGRAPHIC SURVEY AND WETLANDSINFORMATION PROVIDED BY DAVIS MARTIN POWELL &ASSOCIATES, INC., DATED APRIL 13, 2018. SEE SHEET 2FOR CURRENT SURVEY INFORMATION.2.CONTRACTOR SHALL GRADE SITE TO PREVENT PONDING.3.ALL GRADES OUTSIDE THE FENCE SHOULD BE 2% SLOPEFOR THE 6' SHOULDER AND CONNECT BACK TO EXISTINGGRADES AT NO STEEPER THAN 3:1 SLOPE (UNLESSOTHERWISE NOTED).4.THE SUBSTATION PAD AND SHOULDER (6' BEYOND FENCELINE) FINISHED GRADE (FG) ELEVATIONS TO BECONSTRUCTED/GRADED BY OTHERS.5.CONTRACTOR TO PROVIDE POSITIVE DRAINAGE OVERENTIRE SITE TO A DRAINAGE STRUCTURE OR SWALE.6.SEE SHEET 11 FOR ACCESS DRIVE PLAN AND PROFILE.7.SEE SHEET 15 FOR STORM DRAINAGE DETAILS.8.EXISTING DISTRIBUTION LINES ARE OWNED BY XXXX. IFANY MODIFICATION NEEDS TO BE MADE THAT AFFECT THEEXISTING DISTRIBUTION LINE, CONTACTCARTARET-CRAVEN ELECTRIC COOPERATIVE.10GRADING AND DRAINAGE PLAN - PHASE II
15202530152025300+001+002+002+2015202530152025300+001+002+002+202.0%2.5%SUBGRADEFINISHEDGRADE30" CLASS IVRCP CULVERTPROPOSED ACCESS ROAD 1EXISTINGGRADE15202530152025300+001+002+003+0015202530152025300+001+002+003+001.25%1.4%3.0%SUBGRADEFINISHEDGRADE30" CLASS IVRCP CULVERTPROPOSED ACCESS ROAD 2EXISTINGGRADE1520253015202530-0+100+001+002+002+501520253015202530-0+100+001+002+002+500.5%130130NORTH-SOUTHBASELINESUBSTATIONFENCE, TYP. (BYOTHERS)SUBSTATION,SEE DETAILSHEET 13PAD CROSS SECTION 1EXISTINGGRADEFINISHEDGRADE1520253015202530-0+100+001+002+002+10130130SUBSTATIONFENCE, TYP. (BYOTHERS)EAST-WAYBASELINESUBSTATION,SEE DETAILSHEET 130.5%PAD CROSS SECTION 2EXISTINGGRADEFINISHEDGRADEREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018Know what'sbelow.before you dig.CallROVERHEAD POWER IN VICINITYOF WORK AREA. CONTRACTORSHALL USE CAUTION WHILEWORKING AROUND ENERGIZEDPOWER LINES.WARNING:UNDERGROUND TELEPHONE ANDFIBER OPTIC LINES ARE INVICINITY OF SUBSTATION.CONTRACTOR TO VERIFYLOCATION PRIOR TO DIGGING.CAUTION:11GRADING PROFILES
12SITE DETAILS & SECTIONSREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018INSITU SOILSCOMPACTED SUBGRADEPROFILE VIEWPLAN VIEWSTANDARD SUBSTATIONGATE ENTRANCE DETAIL3" COMPACTED ABC(SUBGRADE)SUBSTATION PAD & SHOULDER TRANSITION SECTION, TYPICALACCESS DRIVE TYPICAL SECTIONACCESS DRIVE APRON TYPICAL SECTIONSUBSTATION PAD TYPICALSECTIONMOBILE PAD DETAIL
13EROSION AND SEDIMENT CONTROL DETAILSREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018EROSION AND SEDIMENTATION CONTROL AND CONSTRUCTIONSEQUENCE NOTES:118"0.005285EXCELSIOR TEMP MATTING
14EROSION AND SEDIMENT CONTROL DETAILSREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018STANDARD TEMPORARY SKIMMERFILTER BASINSTANDARD TEMPORARY SKIMMERFILTER BASIN (2 OF 2)STANDARD SKIMMER DETAILTYPICAL ROLLED EROSION CONTROLPRODUCT (JUTE) SLOPE INSTALLATIONSTAKE TO SUPPORT WIRESUPPORT ROPETO WIRE TOPREVENT SAGGING4'MAXSUPPORT STEEL POST18" INTO BOTTOMOR SIDESDESIGN LIFE OF FABRICIS 6-12 MONTHSJUTE, TRENCHEDINTO BOTTOM AND SIDE2' MINSTANDARD BAFFLE DETAILMAINTENANCE1.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRSIMMEDIATELY.2.BE SURE TO MAINTAIN ACCESS TO BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE,OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.3.REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL. AVOID DAMAGING THE BAFFLES DURINGCLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVEREXCEED HALF THE DESIGNED STORAGE DEPTH.4.AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALSAND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.INSTALLATION AND USE:1.PLACE DEWATERING BAG ON THE GROUND OVER A RELATIVELY LEVEL, STONE PAD.2.INSERT DISCHARGE PIPE A MINIMUM OF 5FT. INSIDE DEWATERING BAG AND SECURE WITH A ROPE.3.REPLACE DEWATERING BAG WHEN HALF FULL OF SEDIMENT OR WHEN THE SEDIMENT HAS REDUCEDTHE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL AMOUNT.MAINTENANCE AND DISPOSAL1.REMOVE AND DISPOSE OF ACCUMULATED SEDIMENT AWAY FROM WATERWAYS OR ENVIRONMENTALLYSENSITIVE AREAS. SLIT OPEN DEWATERING BAG AND REMOVE ACCUMULATED SEDIMENT. DISPOSE OFBAT AT AN APPROPRIATE RECYCLING OR SOLID WASTE FACILITY.DEWATERING SILT BAGDISCHARGE HOSEINSERT DISCHARGEHOSE 5FT. IN BAGATTACH BAGTO HOSESECURELYPUMPSUSPENDEDABOVE BOTTOM
15STORM DRAINAGE DETAILSREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018
16TRAFFIC CONTROL/PAVEMENT DETAILSREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD16OFBRIDGETON 115KV SUBSTATION3431 HWY 17BRIDGETON, NC 28560BRIDGETON 115KV SUBSTATIONRDC-75529EBSRKBPC25% CONCEPTUAL DESIGN8/3/2018EBSRKBPC50% SUBMITTAL8/17/2018100% FOR PERMITTINGEBSRKBPC95% SUBMITTAL9/20/2018EBSRKBPC100% SUBMITTAL9/27/2018