20200279 Ver 1_PCN Form Submission_20200219

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned
20200279
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Kudrow Lane Culvert Replacement
1a. Who is the Primary Contact?*
Josh Witherspoon
1b. Primary Contact Email:*
[e-mail]
Date Submitted
2/19/2020
Nearest Body of Water
UT to Crabtree Creek
Basin
Neuse
Water Classification
QNSW
Site Coordinates
Latitude: Longitude:
35.816559-78.839577
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
V

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:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
12 - Utility Lines
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
V 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
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Duke Energy Progress Easement
2b. Deed book and page no.:
2c. Responsible party:
Duke Energy Progress Inc.
2d.Address
Street Address
410 South Wilmington Street
Address Line 2
aty
Raleigh
Postal / Zip Cate
27601
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
State / Province / Region
NC
Country
U.S.A.
2f. Fax Number:
[phone]
r Yes r No
r Yes r No
4a. Name:
Ryan Barker

4b. Business Name:
Devberry Engineers, Inc.
4c.Address
Street Address
2610 Wycliff Road
Address Line 2
Suite 410
City
Raleigh
Postal / Zip Code
27607
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Authorization.pdf
State / Province / legion
NC
Country
U.S.A.
4e. Fax Number:
[phone]
29.24KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Town of Morrisville, NC
2. Project Identification
2a. Property Identification Number:
See Attached
2c. Project Address
Street Address
End of Kudrow Lane
Address Line 2
City
Morrisville
Postal / Zip Code
27560
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Crabtree Creek
3b. Water Resources Classification of nearest receiving water:*
QNSW
3c. What river basin(s) is your project located in?*
Neuse
2b. Property size:
See Attached
State / Province / legion
NC
Country
U.S.A.
3d. Please provide the 12-digit HUC in which the project is located.
030202010801
4. Project Description and History
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 open area within the epsting maintained transmission line easement. The site drains to an intermittent unnamed tributary (UT) that drains to Crabtree Creek. The stream
is deeply incised and has severe bank erosion causing structural instability to an epsting transmission powerline structure.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
f Yes r No B Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
2020.01.24 - USGS Figure.pdf
1.46MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
2020.01.24 - Soil Map.pdf 963.09KB

4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
720
4h. Explain the purpose of the proposed project:*
Duke Energy plans to relocate the existing stream in order protect their existing structure. The stream is encroaching too close to an existing transmission powerline structure and
threatens to undermine it. Then northeast pole of the structure has been nearly fully exposed due to the eroding stream bank.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Duke Energy plans to relocate and extend a culvert that is located near an existing transmission structure. The existing transmission structure is located in Duke Energy's right-of-way
on a parcel owned by the Town of Morrisville, NC. The structure is located near a greenway and Morrisville Community Park and the project site can be accessed from a parking lot at
the end of Kudrow Lane. The culvert installation will also allow Duke Energy to access their right-of-way in order to maintain their existing transmission infrastructure without further
impacting the stream.
Conventional construction equipment (excavators, vibratory rollers, trucks, boom trucks, tree removal equipment) Will be used to complete this project.
Approximately 122 LF of stream will be impacted as part of this project (101 feet of stream will be piped and 22 feet of stream Will be graded and have rip rap added to it).
4j. Please upload project drawings for the proposed project.
2020.02.18 - Drawing Set for Permitting.pdf 13.92MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O 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: HDR
Other:
5d1. Jurisdictional determination upload
Cary_Regency_NRA_REVISED _20191009v2.pdf
6. Future Project Plans
5.34MB
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 project or related activity?
No.
F. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries W Buffers
r Open Waters r Pond Construction
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * �3f. Type of ]3g.S.width* 3h. Impact
(?) Jurisdiction* length*
�1 protect ex. structure Permanent Culvert Stream 1 Intermittent Both 5 122
Average (feet) (linearfeet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
122 0

3i. Total stream and ditch impacts:
122
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
W Neuse r Tar -Pamlico
r Catawba r Randleman
r Goose Creek r Jordan Lake
r Other
ib. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
ulvert P UT to Crabtree Creek No 1,115 9 66
6h. Total buffer impacts:
Zone 1
Total Temporary impacts: 0.00
Zone 1
Total Permanent impacts: 1,115.00
Zone 1
Total combined buffer impacts: 1,115.00
61. Comments:
Loss of buffer due to culvert installation
Supporting Documentation
2020.01.24 - IMPACT EXHIBIT.pdf
E. Impact Justification and Mitigation
1. Avoidance and Minimization
Zone 2
0.00
Zone 2
976.00
Zone 2
976.00
608.46KB
U
la. 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 existing tributary. A stream bypass operation will be set up to prevent the water from
flowing through the project area. This project will not impact any wetland areas.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Erosion control measures (silt fence, wattles, and pipe inlettoutlet protection) will be installed to prevent the migration of sediment into the offsite
streams.
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
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The proposed intermittent stream impacts will not exceed the loss of more than 150 linear feet of stream and are below the mitigation threshold
F. Stormwater Management and Diffuse Flow Plan (required by DWR) I
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer

Diffuse Flow Documentation
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:
G. Supplementary Information
1. Environmental Documentation
la. 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)? *
r Yes r 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 projects are planned for this site.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r 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 r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
Si. 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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The Natural Resources Assessment report prepared by HDR dated October 2019.
Consultation Documentation Upload
Cary_Regency_NRA_REVISED _20191009v2.pdf 5.34MB
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/esnV and The Natural Resources Assessment report prepared by HDR dated October 2019.
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 Resources Assessment report prepared by HDR dated October 2019.
7c. Historic or Prehistoric Information Upload
Cary_Regency_NRA REVISED_20191009v2.pdf
8. Flood Zone Designation (Corps Requirement)
5.34MB
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
The Natural Resources Assessment report prepared by HDR dated October 2019.
Miscellaneous "
Comments
Miscellaneous attachments not previously requested.
2020.01.24 - B. APPLICANT INFORMATION.pdf 31.3KB
2020.01.24 - C. PROJECT INFORMATION AND PRIOR PROJECT HISTORY.pdf 30.27KB
Signature
*
W 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:
Joseph Witherspoon
Signature
Date
2/12/2020

2a. Name(s) on recorded deed 2b. Deed book 2b. Deed PageProperty Identification Number2c. Responsible Party 2d. Address City State Zip CodeCarpenter Park Single Family Homeowners ASSN 012898 00171 0745725569 Duke Energy Progress, Inc. 410 South Wilmington Street Raleigh NC 27601Carpenter Park Condo Assoc Inc 010754 01703 0745724301 Duke Energy Progress, Inc. 410 South Wilmington Street Raleigh NC 27601Town of Morrisville 005455 00732 0745625020 Duke Energy Progress, Inc. 410 South Wilmington Street Raleigh NC 27601B. Applicant Information2. Owner Information
2a. Property Identification Number 2b. Property Size Deed Book Deed Page Property Owner
0745725569 1.53 012898 00171 Carpenter Park Single Family Homeowners ASSN
0745724301 1.04 010754 01703 Carpenter Park Condo Assoc Inc
0745625020 34.85 005455 00732 Town of Morrisville
C. Project Information and Prior Project History
2. Project Identification
PATH: \\CLTSMAIN\GIS_DATA\GIS\PROJECTS\3872_DUKEENERGY\10193561_CARY_REGENCY_PARK_RTP_230KV\7.2_WORK_IN_PROGRESS\MAP_DOCS\MXD\03_REGENCY_TOPO.MXD - USER: EMULARSK - DATE: 10/9/2019CARY REGENCY PARK - RTP 230KV RELOCATE LINE STRUCTURE 109 PROJECT
FIGURE 3
USGS TOPOGRAPHIC QUADRANGLE
NATURAL RESOURCES ASSESSMENT
(CLIENT LOGO)
0 2,000Feet O
DATA SOURCE: Cary 24KTopographic Map; USGS Topo,National Map GIS Service (2019)http://goto.arcgisonline.com/maps/USA_Topo_Maps
LEGEND
Study Area
KUDROW LN.(ASPHALT)BUFFER ZONE 1BUFFER ZONE 2S
F
SFSFSFSFSFSF SFSFSF SFCSFCSFCSFCSFCSF
CSFCSFCSFCSFCSFCSF302SFSFB1 = 1,115 SQ. FT. ZONE 1976 SQ. FT. ZONE 2NEW RIPARIAN BUFFERS1 = 122 LF OF STREAM CHANNEL IMPACTEDS1 = FILL 25 LF OF STREAM CHANNELS2 = 85 LF OF NEW RCP STREAM CHANNELTOP OF EX. STREAM BANKTEMP. COFFER DAMTEMP. PUMPAROUND LINESILT FENCELIMITS OF DISTURBANCESITE ACCESS PATHS1 = FILL 76 LF OF STREAM CHANNELSITE PLANREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD8OFKUDROW LANE CULVERT REPLACEMENTKUDROW LANEMORRISVILLE, NC 27560KUDROW LANE CULVERT REPALCEMENTRDC-XXXXXEBSRKBRKB100% FOR PERMITTING1/24/2020NOT RELEASED FOR CONSTRUCTION100% FOR PERMITTING &REVIEW PURPOSES ONLYPROJECT LOCATIONKUDROW LN.MORRISVILLE CARPENTER RD.DAVIS DR.LEACROFT WAY11
COVER SHEETTOWN OF MORRISVILLE, NORTH CAROLINALATITUDE: 35° 49' 0.51" N KUDROW LANE CULVERT REPLACEMENTVICINITY MAPSCALE: 1" = 1000'LONGITUDE: 78° 50' 22.87" WPROJECT LOCATIONKUDROW LN.MORRISVILLE CARPENTER RD.DAVIS DR.CHAPEL HILL RD.LEACROFT WAYMORRISVILLE PKWYSHEET LIST:1.APPROXIMATE STRUCTURE LOCATIONS WERE PROVIDED TO DEWBERRY ENGINEERS INC. BY DUKE ENERGY PROGRESS, LLC (DEP) ANDARE FOR REFERENCE ONLY. THESE DRAWINGS SHALL NOT BE USED FOR LINE CONSTRUCTION.2.BASE DRAWINGS WERE CREATED BY GIS DATA OBTAINED FROM VARIOUS SOURCES AND DEWBERRY ENGINEERS INC. TOPOGRAPHICSURVEY DATED OCTOBER 28, 2019. AERIAL PHOTOGRAPHY WAS OBTAINED FROM STATE AGENCIES.3.NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TOACCURATELY LOCATE, BOTH VERTICAL AND HORIZONTAL, EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. THECONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DEP IMMEDIATELY IN THE EVENT OFENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALLBE BORNE BY THE CONTRACTOR.4.ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. CONTRACTOR SHALL NOT DISTURB UTILITYPOLES, GUYS WIRES, OR ANCHORS WITHOUT PERMISSION FROM DEP.5.PROJECT IS LOCATED IN THE NEUSE RIVER BASIN. THE PROJECT IS SUBJECT TO STATE-REGULATED BUFFER REQUIREMENTS.6.SEE SHEET 5 FOR EROSION AND SEDIMENTATION CONTROL SEQUENCE AND SEEDING SCHEDULE.7.STREAMS EXTEND BEYOND THE RIGHT-OF-WAY. APPROPRIATE BRIDGING AND MATTING OF THESE FEATURES IS REQUIRED SHOULDTHE CONTRACTOR USE ANY ACCESS ROUTES LOCATED OUTSIDE OF THE RIGHT-OF-WAY.8.ANY ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY DEP SITING, PERMITTING AND ENGAGEMENT (SPE)PRIOR TO USE.9.CONSTRUCTION ENTRANCES ARE SHOWN FOR REFERENCE ONLY. HEAVY MATS MAY BE USED IN LIEU OF ROCK CONSTRUCTIONENTRANCES IF DEEMED SUFFICIENT BY DEP REPRESENTATIVE.10.ACCESS LOCATIONS WITHIN THE TRANSMISSION LINE RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THEFEASIBILITY AND WEATHER CONDITIONS. WHEN MATS ARE REQUIRED, 2 ROWS OF MATS MAY BE INSTALLED IN PARALLEL TO COVERTHE 28' ACCESS ROAD WITHIN THE TRANSMISSION LINE RIGHT-OF-WAY. A 28-FT WIDE ROAD IS SHOWN FOR CONSTRUCTION ACCESS;HOWEVER, CONSTRUCTION TECHNIQUES MAY REQUIRED ADDITIONAL MATTED AREAS WITHIN THE ROW LIMITS OF DISTURBANCE.DISTURBANCE ACCESS OUTSIDE OF THE TRANSMISSION LINE ROW IS LIMITED TO 14' UNLESS OTHERWISE PERMITTED AND APPROVEDBY DEP SPE AND NCDEQ.11.WETLAND MATTING SHALL BE COMPOSITE AND/OR HEAVY DUTY TIMBER/"CRANE" MATS. NO LATTICE OR TWO-PLY MATTING SHALL BEUSED IN JURISDICTIONAL WETLANDS AND/OR STREAMS.12.NO OIL/FUEL-FILLED EQUIPMENT SHALL BE STORED OVERNIGHT WITHIN 125 FEET OF WETLANDS OR SURFACE WATER WITHOUTCONTAINMENT.13.SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY/WEEK.GENERAL NOTES1REVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD8OFKUDROW LANE CULVERT REPLACEMENTKUDROW LANEMORRISVILLE, NC 27560KUDROW LANE CULVERT REPALCEMENTRDC-XXXXXEBSRKBRKB100% FOR PERMITTING2/18/2020NOT RELEASED FOR CONSTRUCTION100% FOR PERMITTING &REVIEW PURPOSES ONLYMIGRATORY BIRD HOTLINESTATE AND FEDERAL LAWS PROTECT ALL SPECIES OF NATIVE BIRDS FOUND THROUGHOUT THE DUKE ENERGY SERVICE AREA.INTERACTIONS OF BIRDS WITH GENERATING FACILITIES, TRANSMISSION, AND DISTRIBUTIONS, SUBSTATIONS, OTHER STRUCTURES ANDEQUIPMENT, AND OPERATIONS ARE POTENTIALLY HARMFUL OR FATAL TO BIRDS. DUKE ENERGY OPERATES THESE 24-HOUR MIGRATORYBIRD HOTLINES TO ASSIST EMPLOYEES AND CONTRACTORS WITH RELATED INCIDENTS THAT OCCUR DURING WORK ACTIVITIES.CAROLINAS: 800.573.3853FLORIDA: 727.386.3084MIDWEST: 317.430.4497SPILL REPORTING HOTLINEIN ORDER TO ENSURE THE PROTECTION OF HUMAN HEALTH AND THE ENVIRONMENT, FEDERAL AND STATE LAWS REQUIRE THAT CERTAINTYPES OF SPILLS AND UNPERMITTED RELEASES BE REPORTED TO THE PROPER REGULATORY AGENCIES AS SOON AS POSSIBLEFOLLOWING IDENTIFICATION. IMMEDIATELY NOTIFY YOUR SUPERVISOR AND THE FIELD ENVIRONMENTAL/EHS PROFESSIONAL WHEN A SPILLOR UNPERMITTED RELEASE IS DISCOVERED. IF YOU ARE UNABLE TO REACH THE FIELD ENVIRONMENTAL/EHS PROFESSIONAL, CONTACTONE OF THE DUKE ENERGY SPILL REPORTING HOTLINES AT:CAROLINAS & MIDWEST: 800.527.3853FLORIDA: 866.769.1266
KUDROW LN.(ASPHALT)REVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD8OFKUDROW LANE CULVERT REPLACEMENTKUDROW LANEMORRISVILLE, NC 27560KUDROW LANE CULVERT REPALCEMENTRDC-XXXXXEBSRKBRKB100% FOR PERMITTING2/18/2020NOT RELEASED FOR CONSTRUCTION100% FOR PERMITTING &REVIEW PURPOSES ONLYEXISTING CONDITIONS2
KUDROW LN.(ASPHALT)S
F
SFSFSFSFSFSF SFSFSF SFCSFCSFCSFCSFCSFCSF
CSFCSFCSFCSFCSF302SFSFINSTALL 85 LF NEW 36"RCP - 1.7% SLOPEINV. ELEV. - 298.5'INV. ELEV. - 297.0'REMOVE EX. 18" RCPSTR. 10914.00FILL EXISTINGSTREAM ALIGNMENTFILL EXISTING STREAMALIGNMENT IN 6-INCH LIFTSAND COMPACT TO MINIMUM95% COMPACTIONTEMPORARY ACCESS ROUTE -TO BE MATTED AS NEEDEDRELOCATE OBJECTS ASNEEDED FOR ACCESSSAW CUT AND REMOVE EX. CURB AND GUTTERFOR ACCESS ROAD - REPLACE CURB ANDGUTTER UPON PROJECT COMPLETIONTEMPORARY COFFERDAM FOR PUMPAROUND PROCEDURE - SEE DETAILPUMP AROUND LINE - FIELDADJUST AS NECESSARY+ 303.0'+ 303.0'+ 303.0'RIPRAP DISSIPATOR PAD -CLASS I RIPRAPLa = 12 FTTHICKNESS = 15-INCHESRIPRAP DISSIPATOR PADCLASS I RIPRAPLa = 6 FTTHICKNESS = 15-INCHESPOTENTIAL MATERIALLAYDOWN/STORAGE AREA- COORDINATE W/ OWNERCOORDINATE TRAILCLOSURES WITH TOWN OFMORRISVILLE, AS NEEDED.ADJUST CONSTRUCTION SILT FENCEAS NEEDED TO AVOID GUY WIRESTEMPORARY CONSTRUCTIONENTRANCEREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD8OFKUDROW LANE CULVERT REPLACEMENTKUDROW LANEMORRISVILLE, NC 27560KUDROW LANE CULVERT REPALCEMENTRDC-XXXXXEBSRKBRKB100% FOR PERMITTING2/18/2020NOT RELEASED FOR CONSTRUCTION100% FOR PERMITTING &REVIEW PURPOSES ONLYSITE PLAN AND EROSION ANDSEDIMENT CONTROL PLAN - PHASE 13LEGEND:LIMITS OF DISTURBANCEPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUR +303 SPOT ELEVATIONACCESS ROUTECONSTRUCTION SAFETY FENCESILT FENCEPUMP AROUND LINEPROPOSED 36" RCPTEMPORARY CONSTRUCTION ENTRANCERIP RAP DISSIPATER PADTEMPORARY COFFER DAMMATERIAL LAYDOWN YARDCHECK DAMSFCSFSEE SHEET 4 FOR INSET LOCATION
KUDROW LN.(ASPHALT)300302302 304304
3043
0
2
300306308298298300302CSFCSF STR 108STR 109STR 110STR 111100'MAT ACROSS PAVED WALKING TRAIL WHERE NEEDEDKUDROW LN.MILLET DR.LODGIN CT.RAMA CT.MORRISVILLE CARPENTER RD.EXISTING DUKE ENERGY TRANSMISSION RIGHT-OF-WAYEXISTING TRANSMISSION CENTERLINEINSET LOCATION - SEE SHEET 3REVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD8OFKUDROW LANE CULVERT REPLACEMENTKUDROW LANEMORRISVILLE, NC 27560KUDROW LANE CULVERT REPALCEMENTRDC-XXXXXEBSRKBRKB100% FOR PERMITTING2/18/2020NOT RELEASED FOR CONSTRUCTION100% FOR PERMITTING &REVIEW PURPOSES ONLYSTRUCTURE ACCESS PLAN AND EROSION ANDSEDIMENT CONTROL PLAN - PHASE 2STR X””450'50'
5EROSION AND SEDIMENT CONTROL DETAILS“””“”EROSION AND SEDIMENTATION CONTROLCONSTRUCTION SEQUENCE NOTESREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD8OFKUDROW LANE CULVERT REPLACEMENTKUDROW LANEMORRISVILLE, NC 27560KUDROW LANE CULVERT REPALCEMENTRDC-XXXXXEBSRKBRKB100% FOR PERMITTING2/18/2020NOT RELEASED FOR CONSTRUCTION100% FOR PERMITTING &REVIEW PURPOSES ONLYTYPICAL CONSTRUCTION SAFETY FENCE DETAILSTEEL POST WITH 2'-0"4'-0"GRADE8' MAX. GRADESTAKE CAPORANGE, UV RESISTANTHIGH-TENSILE STRENGTHBARRICADE FABRIC (TYP)INSTALLATION SPECIFICATIONSMATERIALS:1.USE ORANGE, UV RESISTANT, HIGH TENSILE STRENGTH BARRICADE FABRIC WHICH IS RESISTANT TO RUST AND CORROSION.2.ENSURE THAT THE POSTS ARE STEEL AND ADEQUATE TO SUPPORT THE FABRIC. THE POSTS MUST HAVE PROJECTIONS TO FACILITATE FASTENING THEFABRIC.3.WIRE OR PLASTIC ZIP TIES SHOULD HAVE A ADEQUATE TENSILE STRENGTH TO SUPPORT THE FABRIC.CONSTRUCTION:1.DRIVE STEEL POST 24" INTO THE GROUND (MAX. 8' BETWEEN POSTS). DO NOT DRIVE STAKES THROUGH TREE ROOTS OR CUT TREE ROOTS INSIDE THE TREEDRIP LINE.2.SUPPORT FILTER FABRIC WITH WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOMOF THE 8" TRENCH.3.CONSTRUCT THE FABRIC FROM A CONTINUOUS ROLL, CUT TO LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTENTHE FABRIC ONLY AT A SUPPORT POST WITH A MINIMUM OF 4 FEET OF OVERLAP TO THE NEXT POST.4.PLACE BARRIERS TO PREVENT THE APPROACH OF EQUIPMENT WITHIN THE CONSTRUCTION AREA.5.DO NOT ATTACH FABRIC TO TREES.6.DO NOT INSTALL FABRIC ACROSS STREAMS, DITCHES, WATERWAYS, OR OTHER AREAS OF CONCENTRATED FLOW.MAINTENANCE:1.INSPECT SAFETY FENCE AT LEAST ONCE PER WEEK. REPAIR/RE-STAKE BARRIER AS NECESSARY DURING CONSTRUCTION. SHOULD THE FABRIC COLLAPSE,TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY TO ENSURE A SAFE WORKING AREA. BARRIER(S) MAY NEED TO BE ADJUSTEDACCORDINGLY DURING CONSTRUCTION TO PROVIDE DRAINAGE OF THE SURROUNDING AREA.2.MAINTAIN FENCING THROUGHOUT DURATION OF PROJECT AS NECESSARY. UPON COMPLETION OF CONSTRUCTION AND THE SITE IS APPROVED BY DEP,REMOVE ALL FENCING AND ASSOCIATED MATERIALS.4'-0"ORANGE, UV RESISTANTHIGH-TENSILE STRENGTHBARRICADE FABRIC (TYP)PLASTIC OR WIRE TIES,MIN.2' O.C. (TYP)STAKE CAPSTEEL POSTTEMPORARY PUMP AROUNDPLAN VIEWSECTION A-ACROSS SECTION OF SANDBAG DIKE ORCHECK DAM OR COFFER DAMAS APPROPRIATEINSTALLATION 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.4.TO USE FOR DEWATERING SKIMMER BASIN UPON CONVERSION.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 BOTTOMMIGRATORY BIRDS:1.OVER 1,000 SPECIES OF BIRDS ARE PROTECTED BY FEDERAL LAW(INCLUDING VERY COMMON SPECIES LIKE ROBINS, CROWS, ANDVULTURES). THIS LAW MAKES IT ILLEGAL TO INJURE, KILL OR CAPTUREANY PROTECTED BIRD, POSSESS ANY FEATHER OR PART OF APROTECTED BIRD, OR DESTROY AN ACTIVE NEST.2.DUKE ENERGY OPERATES 24-HOUR MIGRATORY BIRD HOTLINES TOASSIST EMPLOYEES AND CONTRACTOR WITH BIRD-RELATED INCIDENTSTHAT OCCUR DURING YOUR DAILY WORK ACTIVITIES. HOTLINENUMBERS ARE: CAROLINAS: 800.573.3853, FLORIDA: 727.386.3084,MIDWEST: 317.430.44973.WHEN PLANNING TO CONDUCT AN OUTDOOR WORK ACTIVITY ORPROJECT, ASK THE FOLLOWING QUESTIONS:3.1.ARE THERE BIRDS OR NESTING BIRDS IN THE PROJECT AREA?3.2.ARE THERE LARGE BIRDS OR LARGE BIRD NEST IN THE PROJECTAREA?3.3.WILL THIS ACTION AFFECT IMPORTANT BIRD HABITAT (NESTING,FORAGING, HUNTING, CONGREGATING, AND OVERWINTERINGAREAS)?3.4.WILL THIS ACTION TAKE PLACE ADJACENT TO A RIVER, LAKE OROTHER NATURAL FEATURE WHERE BALD OR GOLDEN EAGLES AREREASONABLY EXPECTED TO BE PRESENT?3.5.COULD THIS ACTION/WORK UNINTENTIONALLY INJURE OR KILL ANYBIRDS?3.6.DO WE NEED A BIRD PROTECTION PLAN OR BIRD PERMIT?4.IF YOU ANSWERED "YES" TO ANY OF THESE QUESTIONS, CALL THEDUKE ENERGY MIGRATORY BIRD HOTLINE FOR GUIDANCE.5.NOTIFY YOUR SUPERVISOR OR THE FIELD ENVIRONMENTAL/EHSPROFESSIONAL AND CALL THE APPROPRIATE DUKE ENERGYMIGRATORY BIRD HOTLINE IF YOU FIND A DEAD OR INJURED BIRD ONDUKE ENERGY PROPERTY OR RIGHTS OF WAY.6.NOTIFY YOUR SUPERVISOR OR AN ENVIRONMENTAL/EHSPROFESSIONAL AND CALL THE APPROPRIATE DUKE ENERGYMIGRATORY BIRD HOTLINE IF A BIRD NEST WITH EGGS OR CHICKS ORAN EMPTY NEST IS IN DANGER OF BEING DISTURBED. DO NOT PROCEEDWITH THE WORK UNTIL ADVISED TO DO SO BY THE DUKE ENERGYMIGRATORY BIRD HOTLINE OR THE ENVIRONMENTAL/EHSPROFESSIONAL.7.NOTIFY YOUR SUPERVISOR OR AN ENVIRONMENTAL/EHSPROFESSIONAL AND CALL THE APPROPRIATE DUKE ENERGYMIGRATORY BIRD HOTLINE IF A BIRD IS TRAPPED INSIDE A DUKEENERGY FACILITY.8.IF YOU SUSPECT YOU HAVE COME INTO CONTACT WITH A DEAD ORINJURED BALD OR GOLDEN EAGLE, OR A LARGE NEST NEAR WORKACTIVITIES (WHICH MAY BE A BALD OR GOLDEN EAGLE NEST), STOPWORK IMMEDIATELY. NOTIFY YOUR SUPERVISOR OR ANENVIRONMENTAL/EHS PROFESSIONAL AND CALL THE APPROPRIATEDUKE ENERGY MIGRATORY BIRD HOTLINE.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3.Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4.Provide ponding area for containment of treated Stormwater before dischargingoffsite.5.Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1.Create designated hazardous waste collection areas on-site.2.Place hazardous waste containers under cover or in secondary containment.3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1.Maintain vehicles and equipment to prevent discharge of fluids.2.Provide drip pans under any stored equipment.3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4.Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5.Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1.Never bury or burn waste. Place litter and debris in approved waste containers.2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3.Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5.Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6.Anchor all lightweight items in waste containers during times of high winds.7.Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8.Dispose waste off-site at an approved disposal facility.9.On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.2.Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3.Contain liquid wastes in a controlled area.4.Containment must be labeled, sized and placed appropriately for the needs of site.5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1.Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2.Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3.Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1.Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2.Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3.Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4.Do not stockpile these materials onsite.CONCRETE WASHOUTS1.Do not discharge concrete or cement slurry from the site.2.Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3.Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4.Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5.Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7.Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8.Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9.Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10.At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2.Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3.Provide stable stone access point when feasible.4.Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.SECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a)Perimeter dikes,swales, ditches, andperimeter slopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d)Slopes 3:1 to 4:1(e)Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake Watershed6EROSION AND SEDIMENT CONTROL DETAILSREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD8OFKUDROW LANE CULVERT REPLACEMENTKUDROW LANEMORRISVILLE, NC 27560KUDROW LANE CULVERT REPALCEMENTRDC-XXXXXEBSRKBRKB100% FOR PERMITTING2/18/2020NOT RELEASED FOR CONSTRUCTION100% FOR PERMITTING &REVIEW PURPOSES ONLY
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGEFFECTIVE: 04/01/19PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1.E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be documented in the mannerdescribed:2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on thesite and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a)This general permit as well as the certificate of coverage, after it is received.(b)Records of inspections made during the previous 30 days. The permittee shall recordthe required observations on the Inspection Record Form provided by the Division ora similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.(c)All data used to complete the Notice of Intent and older inspection records shall bemaintained for a period of three years after project completion and made availableupon request. [40 CFR 122.41]PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1.Occurrences that must be reportedPermittees shall report the following occurrences:(a)Visible sediment deposition in a stream or wetland.(b)Oil spills if:·They are 25 gallons or more,·They are less than 25 gallons but cannot be cleaned up within 24 hours,·They cause sheen on surface waters (regardless of volume), or·They are within 100 feet of surface waters (regardless of volume).(a)Releases of hazardous substances in excess of reportable quantities under Section 311of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA(Ref: 40 CFR 302.4) or G.S. 143-215.85.(b)Anticipated bypasses and unanticipated bypasses.(c)Noncompliance with the conditions of this permit that may endanger health or theenvironment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported to the Division's Emergency Response personnel at [phone], [phone] or [phone].7EROSION AND SEDIMENT CONTROL DETAILSREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD8OFKUDROW LANE CULVERT REPLACEMENTKUDROW LANEMORRISVILLE, NC 27560KUDROW LANE CULVERT REPALCEMENTRDC-XXXXXEBSRKBRKB100% FOR PERMITTING2/18/2020NOT RELEASED FOR CONSTRUCTION100% FOR PERMITTING &REVIEW PURPOSES ONLY
8STORM DRAINAGE DETAILSREVISIONDATEREVFILE NO.DRAWNCHECKEDAPPROVEDD8OFKUDROW LANE CULVERT REPLACEMENTKUDROW LANEMORRISVILLE, NC 27560KUDROW LANE CULVERT REPALCEMENTRDC-XXXXXEBSRKBRKB100% FOR PERMITTING2/18/2020NOT RELEASED FOR CONSTRUCTION100% FOR PERMITTING &REVIEW PURPOSES ONLY