20201963 Ver 1_Meeting Request Review_20201215

ID#* 20201963 Version* 1
Regional Office* Asheville Regional Office - [phone]
Reviewer List* Amy Annino
Pre -Filing Meeting Request submitted 12/15/2020
.............................................................................................................................................................................................................................
Contact Name * Greg Hoffman
Contact Email Address* [e-mail]
Project Name* HEMC Substation
Project Owner* Haywood Electric Membership Corp.
Project County* Haywood
Owner Address: Street Address
376 Grindstone Road
Address Line 2
aty State / Frovince / Region
Waynesville NC
Rbstal / Zip Code Country
28785 United States
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Amy Annino
Please give a brief project description below.
The project involves constructing a driveway that connects with the
existing road and also connects with the north side of the substation.
A culvert will be installed at the stream crossing. The driveway will
have a cross slope of 2%. An H structure and a 24' Gate will also be
installed.

Please give a couple of dates you are available for a meeting.
12/16/2020
12/17/2020
12/18/2020
12/21 /2020
12/22/2020
Please attach the documentation you would like to have the meeting about.
22046 - HEMC Substation - 2020-11-11.pdf 8.97MB
22046 - HEMC Supporting Documents.pdf 4.75MB
22046 - USACE Application - 2020-11-16.pdf 170.91 KB
pdr only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 12/15/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* r Yes r No

DEVELOPMENT DATA
OWNER/DEVELOPER:
CONTACT:
CIVIL ENGINEER:
CONTACT:
HAYWOOD ELECTRIC MEMBERSHIP CORP
376 GRINDSTONE ROAD
WAYNESVILLE, NC 28785
REX LAROWE, P.E.
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
GREG HOFFMAN, P.E.
[phone]
HEMIC
ATION
HAYWOOD COUNTY, NORTH CAROLINA
PREPARED FOR:
HAYWOOD ELECTRIC MEMBERSHIP CORP
376 GRINDSTONE ROAD
WAYNESVILLE, NC 28785
REX LAROWE, P.E.
[phone]
INDEX OF SHEETS
Sheet No.
Title
C000
COVER
C100
SURVEY
C101
EXISTING CONDITIONS & DEMOLITION PLAN
C201
SITE PLAN
C301
ROUGH GRADING & EROSION CONTOL PLAN
C921
SITE DETAILS
C931
EROSION CONTROL DETAILS
C932
EROSION CONTROL DETAILS
C998
NCG01 DETAILS
WHITE OAK RD
SUTTON TOWN RD
COVE CREEK RD
276
INTERSTATE
GRINDSTONE RD 40
HEMPHILL RD
O
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HEMPHILL RD PROPERTY
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1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND NATIONAL REGULATORY STANDARDS AND ALL
REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS.
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED
GRADINGAAND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN
OBTAINED PRIOR TO BEGINNING CONSTRUCTION.
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED
CONTRACTOR.
4. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE
PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE
NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
CONSTRUCTION.
5. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES CALLED
OUT TO REMAIN DURING CONSTRUCTION. ANY DAMAGE INCURRED
DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE
RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN
ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE
AGENCIES AT THE CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT
LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.
THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR
811, 72 HOURS BEFORE CONSTRUCTION BEGINS.
7. EROSION CONTROL IS FIELD PERFORMANCE BASED AND
CONTRACTOR SHALL INSTALL AND MAINTAIN ANY EROSION
CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM
PROTECTION OF THE SITE DURING DEMOLITION AND CLEARING.
8. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND
CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES
REMAIN ACCESSIBLE.
9. ALL DEBRIS, STRUCTURES AND UTILITIES TO BE DEMOLISHED AND
REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS
PLAN. ANY ADDITIONAL DEBRIS, STRUCTURES AND UTILITIES
ENCOUNTERED DURING CONSTRUCTION, WHICH IN THE OPINION OF
THE ENGINEER SHOULD BE DEMOLISHED AND REMOVED, SHALL BE
DISPOSED OF OFF —SITE AT THE CONTRACTORS EXPENSE IN
ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL
REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY
REQUIRED PERMITS.
—N 86°49'16" W
189.25'
EUNICE R. MORROW HEIRS
2007E/121
484-892
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OWNER/DEVELOPER: HAYWOOD ELECTRIC MEMBERSHIP CORP
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ASHEVILLE, NC 28801
CONTACT: GREG HOFFMAN, P.E.
[phone]
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PROJECT DATA
PIN: 8608-34-8652
ADDRESS: 119 GRINDSTONE RD
WAYNESSVILLE, NC 28785
DEED BOOK/PAGE: 993/294
SITE ACREAGE: 6.72 ACRES
ZONING: A-1 OR AGRICULTURE
DISTURBED AREA: 0.40 AC
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE —DEVELOPMENT: 0.18 ACRES (2.68%) 6.54 ACRES (97.32%)
POST —DEVELOPMENT: 0.58 ACRES (8.63%) 6.14 ACRES (91.37%)
RIVER BASIN: FRENCH BROAD
SOIL TYPE: DeA, DhA
SOIL GROUP: B
EXISTING CONDITIONS & DEMOLITION LEGEND
PROPERTY LINE
— —
LIMITS OF DISTURBANCE
INTERNAL PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING CONTOURS
00 - — — -
EXISTING STORM PIPE
mmmmmmmm
EXISTING FENCE
X
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25' STREAM BUFFER
SB
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WETLAND TO BE REMOVED
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CDC PROJECT NO.: 22046
so I SHEET
( IN FEET )
1 inch = 20 ft.
C101

NOTES
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND NATIONAL REGULATORY STANDARDS AND ALL
REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS.
2. SINGLE-PHASE CONSTRUCTION.
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED
CONTRACTOR.
4. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE
PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE
NOT BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
CONSTRUCTION.
5. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES (SHOWN
TO REMAIN) AND NEWLY COMPLETED WORK DURING
CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING
FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE
CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE WITH
APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE
CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT
LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.
THE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR
811, 72 HOURS BEFORE CONSTRUCTION BEGINS.
7. ALL RADII LISTED ARE FROM EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED. ALL PARKING LOT RADII ARE 30' UNLESS
OTHERWISE NOTED.
8. ALL ROAD/PARKING LOT IMPROVEMENTS, STRIPING AND SIGNAGE
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). CONTRACTOR MAY
USE A PAINT SUITABLE FOR ASPHALT APPLICATION IN LIEU OF
THERMOPLASTIC WITH PRIOR APPROVAL FROM THE ENGINEER.
PROPERTY LINE (TYP)
PROPOSED 24' GATE
EUNICE R. MORROW HEIRS (SEE DETAIL 2.04)
2007E/121
484-892
PROPOSED CONNECTION TO SUBSTATION LOT
(CONTRACTOR TO PROVIDE SMOOTH TRANSITION)
i
13, — —
R30' —\ r r- R30'
EXISTING FENCE (TYP)
Lot 2
6.17 AC.
REMAINDER OF
8608-34-8652
982-1167
TRACT 2
PROPOSED 10'x70' SIGHT TRIANGLE (TYP)
PROPOSED CONNECTION TO EXISTING ROAD
(CONTRACTOR TO PROVIDE SMOOTH TRANSITION
AND NOTIFY ENGINEER AFTER FORMING BUT
PRIOR TO POURING CURBS AND PAVEMENT)
Lot 3
0.64 AC. PROPOSED HEAVY DUTY ASPHALT
PART OF PAVEMENT (TYP) (SEE DETAIL D2.03)
8608-34-8652
982-1167
TRACT 2
TO BE COMBINED WITH
8608-44-0329
PROPOSED 25' H—STRUCTURE
(SEE PLANS BY OTHERS)
_ MMM—M
PROPOSED GRAVEL DRIVE (TYP)
(SEE DETAIL D2.05)
HAYWOOD ELECTRIC MEMBERSHIP CORP.
8608-44-0329
168-123, 228-14 CABA-149A
X X� X
PROPOSED DRIVEWAY
LAT: 35.564095
LONG:—83.021996
PROPOSED HEADWALLS (TYP)
EXISTING HEADWALLS (TYP)
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SOCO RO 276
VICINITY MAP
(NOT TO SCALE)
DEVELOPMENT DATA
OWNER/DEVELOPER:
HAYWOOD ELECTRIC MEMBERSHIP CORP
376 GRINDSTONE ROAD
WAYNESVILLE, NC 28785
CONTACT:
REX LAROWE, P.E.
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
CONTACT:
GREG HOFFMAN, P.E.
[phone]
PROJECT DATA
PIN: 8608-34-8652
ADDRESS: 119 GRINDSTONE RD
WAYNESSVILLE, NC 28785
DEED BOOK/PAGE: 993/294
SITE ACREAGE: 6.72 ACRES
ZONING: A-1 OR AGRICULTURE
DISTURBED AREA: 0.40 AC
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE -DEVELOPMENT: 0.18 ACRES (2.68%) 6.54 ACRES (97.32%)
POST -DEVELOPMENT: 0.58 ACRES (8.63%) 6.14 ACRES (91.37%)
RIVER BASIN: FRENCH BROAD
SOIL TYPE: DeA, DhA
SOIL GROUP: B
SITE LEGEND
PROPERTY LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPOSED 24' GATE
PROPOSED CENTERLINE
PROPOSED EDGE OF PAVEMENT
PROPOSED SIGHT TRIANGLE
PROPOSED HEAVY DUTY PAVEMENT
Know what's below.
Call before you dig.
NORTH
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C201

NOTES
1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
2. THE ENTIRE PROJECT LIES WITHIN THE 100—YR FEMA
FLOODPLAIN—SEE FEMA MAP PANEL 8608
3. STREAM INFORMATION
STREAM INDEX: 5-26-17
DESCRIPTION: FROM SOURCE TO JONATHANS CREEKSTREAM
NAME: GARRETT CREEK
CLASSIFICATION: C; Tr
DATE OF CLASS.: MARCH 31, 1958
RIVER BASIN: FRENCH BROAD
PROPOSED SILT FENCE
(TYP) (SEE DETAIL D3.02)
PROPOSED LIMITS OF DISTURBANCE (TYP)
EUNICE R. MORROW HEIRS
2007E/121
484-892
PROPOSED GROUND
EXISTING GROUND
2610 2610
2600 2600
259 2590
258 2580
PROPOSED HEADWALLS
257 2570
2560— 2560
�0 0 5 10 20 0
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1 inch = 10 ft. (V)
PROPOSED CULVERT
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SEE INSET B
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16i —123, 228-14 CABA-149A
THE DESIGN INTENT IS TO MAINTAIN
2% CROSS SLOPE FROM THE EXISTING
FENCE IN ORDER TO MAINTAIN POSITIVE
DRAINAGE.
PROPOSED 50'x25'x12" CONSTRUCTION ENTRANCE
(TYP) (SEE DETAIL D3.01) (CONSTRUCTION
ENTRANCE TO BE MAINTAINED AND ADDITIONAL
STONE ADDED ON REGULAR BASIS AS NEEDED)
PROPOSED 38.5 LF OF 72"
RCP
CLASS IV DRIVEWAY CULVERT
INV. IN: 2585.60'
INV. OUT: 2584.79'
PROPOSED 1' CONTOURS (TYP)
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PROJECT DATA
VICINITY MAP
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HAYWOOD ELECTRIC MEMBERSHIP CORP
376 GRINDSTONE ROAD
WAYNESVILLE, NC 28785
REX LAROWE, P.E.
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
GREG HOFFMAN, P.E.
[phone]
PIN: 8608-34-8652
ADDRESS: 119 GRINDSTONE RD
WAYNESSVILLE, NC 28785
DEED BOOK/PAGE: 993/294
SITE ACREAGE: 6.72 ACRES
ZONING: A-1 OR AGRICULTURE
DISTURBED AREA: 0.40 AC
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE —DEVELOPMENT: 0.18 ACRES (2.68%) 6.54 ACRES (97.32%)
POST —DEVELOPMENT: 0.58 ACRES (8.63%) 6.14 ACRES (91.37%)
RIVER BASIN: FRENCH BROAD
SOIL TYPE: DeA, DhA
SOIL GROUP: B
ROUGH GRADING & EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE ■ ■ ■ ■ ■
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PROPOSED CONSTRUCTION ENTRANCE
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ROUGH GRADING & EROSION
CONTOL PLAN
GRAPHIC SCALE
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1.-GEOTECHNICAL ENGINEER TO APPROVE PROPOSED ROAD CROSS SECTION STONE DEPTH PRIOR TO CONSTRUCTION IN
ACCORDANCE WITH NCDOT SUBDIVISION STANDARDS (STONE DEPTH CAN REDUCE TO 6" WITH GEOTECHNICAL ENGINEER
LETTER OF APPROVAL AND MEETS NCDOT SPECS)
2. MINIMUM 6" COMPACTED SUBGRADE TO BE COMPACTED TO MINIMUM OF 98% MODIFIED PROCTOR.
3. ABC STONE TO BE COMPACTED TO MINIMUM 100% MODIFIED PROCTOR.
4. REFER TO PAVEMENT CROSS SECTION FOR PAVEMENT SCHEDULE
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TOP OF PAVEMENT
PROPOSED GRAVEL AR
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TYPICAL SUPER ELEVATED ROAD SECTION
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TO 100% OF MAXIMUM
LABORATORY DRY DENSITY
(ASTM D 1557 OR AASHTO T 180)
GROUND
COMPACTED SUBGRADE TO MINIMUM
98% OF THE MAXIMUM DRY DENSITY
USING THE STANDARD PROCTOR TEST
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CDC PROJECT NO.: 22046
SHEET
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CONSTRUCTION SEQUENCE
1. INSTALL SITE CONSTRUCTION ENTRANCE, STONE STAGING, AND MOBILIZATION AREA.
2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY NCDEQ. INCLUDING SEDIMENT
TRAPS, SILT FENCES, BARRIERS AND DIVERSION DITCHES AS NEEDED.
3. STABILIZE BANKS AS EARLY AS POSSIBLE.
4. PROCEED WITH GRADING, CLEARING AND GRUBBING.
5. APPLY TEMPORARY AND PERMANENT SEEDING, RIP RAP AND STABILIZATION MEASURES.
MAINTENANCE INSPECTIONS SHALL BE PERFORMED WEEKLY AND AFTER EACH RAINFALL. ALL
REPAIRS NECESSARY SHOULD BE MADE IMMEDIATELY AND IN STRICT ACCORDANCE WITH NCDEQ
STANDARDS AND NPDES PERMIT.
NCDEQ EROSION CONTROL NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE
WITH REQUIREMENTS OF NCDEQ. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED
WITH FOR ALL WORK.
1. OBTAIN PROVISIONAL PERMIT.
2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED.
3. OBTAIN GRADING PERMIT THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF NCDEQ.
4. PROCEED WITH GRADING, CLEARING, AND GRUBBING.
5. SEED AND MULCH DENUDED AREA WITHIN EITHER 7 CALENDAR DAYS (SLOPES GREATER THAN 3:1)
OR 14 CALENDAR DAYS (3:1 OR FLATTER). AFTER FINISHED GRADE ARE ESTABLISHED, TEMPORARY
SEEDING AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING
RATES PER ACRE.
LIME 2,000 LBS
FERTILIZER (10-10-10) 1,000 LBS
STRAW MULCH 4,000 LBS
FOR LATE WINTER/EARLY SPRING SEEDING ADD TO THE ABOVE:
RYE GRAIN 120 LBS
ANNUAL LESPEDEZA 50 LBS (OMIT IF COVER IS NOT TO EXTEND BEYOND JUNE)
FOR SUMMER SEEDING ADD:
GERMAN MILLET 40 LBS
FOR FALL ADD:
RYE GRAIN 120 LBS
IF HYDROSEEDING IS USED, WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT THE
RATE OF 1,000 LBS PER ACRE.
6. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
7. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREA.
8. REQUEST FINAL APPROVAL BY NCDEQ.
PERMANENT SEEDING MEASURES
ALL PERMANENT MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF NCDEQ.
THE FOLLOWING APPLY TO AREAS WITHIN NCDEQ PERMANENT SEEDING MIXTURE AREA #1M:
SEEDING MIXTURE:
SPECIES RATE (LB/ACRE)
TALL FESCUE 100
PANICUM VIRGATUM 10
REDTOP 5
KENTUCKY BLUEGRASS 5
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO
MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE GRASSES IN
LATE SUMMER AND OVERSEED THE LESPEDEZAS IN MARCH.
SEEDING DATES:
BELOW 2500 FT:
ABOVE 2500 FT
BEST
AUG. 15 - SEPT. 1
MAR. 1 - APR. 1
JULY 25 - AUG. 15
MAR. 20 - APR. 20
POSSIBLE
JULY 25 - SEPT 15
MAR. 1 - MAY 10
JULY 15 - AUG. 30
MAR. 5 - MAY 15
COMPLETE SEEDING EARLIER IN FALL, AND START LATER IN SPRING ON NORTH- AND EAST -FACING
SLOPES.
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 5-10-10 FERTILIZER.
MULCH:
APPLY 4,000-5,000 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:
MOW NO MORE THAN ONCE A YEAR. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
1) GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION TIME
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, AND SLOPES
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES GREATER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7-DAYS FOR SLOPES
GREATER THAT 50' IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR
SLOPES FLATTER THAN 4:1
PERIMETERS AND
HQW ZONES)
*EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON
WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
(SECTION II.B(2)(B))
2) BUILDING WASTE HANDLING
• NO PAINT OR LIQUID WASTE IN STREAM OR STORM DRAINS.
• DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
• EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM
STORM DRAINS AND STREAMS UNLESS NO REASONABLE
ALTERNATIVES AVAILABLE.
• CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT
WITH SURFACE WATERS, WETLANDS, OR BUFFERS.
3) DISCHARGES TO FEDERALLY -LISTED WATERS
• REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMIT.
• THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF
THE DIRECTOR OF DWQ DETERMINES THAT OTHER BMPS PROVIDE
EQUIVALENT PROTECTION.
4) SELF -INSPECTION REQUIREMENTS
• SAME WEEKLY INSPECTION REQUIREMENTS.
• SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT.
• INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS
HOURS."
• RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE ON -SITE
DURING BUSINESS HOURS UNLESS A SITE -SPECIFIC EXEMPTION IS
APPROVED.
• RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON
REQUEST.
• ELECTRONICALLY -AVAILABLE RECORDS MAY BE SUBSTITUTED
UNDER CERTAIN CONDITIONS.
• ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND
CONDITIONS RECORDED ON NCDEQ SELF -INSPECTION AND
SELF -MONITORING COMBINED FORM LOCATED AT
HTTPS: //DEQ.NC.GOV/ABOUT/DIVISIONS/
ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS
5) IMPLEMENTATION OF NEW PERMIT CONDITIONS
• PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE
TO FOLLOW THE PREVIOUSLY -PERMITTED CONDITIONS.
• COMPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 3, 2011 CAN
FOLLOW CONDITIONS OF APPROVED APPLICATION.
• APPLICATIONS RECEIVED AFTER AUGUST 2, 2011 MUST COMPLY
WITH NEW PERMIT CONDITIONS.
6) CONDITIONS IN EROSION & SEDIMENTATION
CONTROL PLANS
• DESIGNATION ON THE PLANS WHERE 7 AND 14-DAY GROUND
STABILIZATION REQUIREMENTS ON THE NPDES PERMIT APPLY.
• DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH
THE SURFACE -WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT
ARE LOCATED.
7) SEDIMENT BASINS
• OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE
UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE.
• USE ONLY DWQ-APPROVED FLOCCULANTS.
GENERAL EROSION CONTROL NOTES
1. ALL GRADING AND SOIL EROSION CONTROL MEASURES ON THIS SITE MUST BE AUTHORIZED
BY PERMITS ISSUED BY NCDEQ. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL
LOCAL, STATE, AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE
PROJECT TECHNICAL SPECIFICATIONS.
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING, EROSION CONTROL,
LAND DISTURBANCE, AND ASSOCIATED NON -GRADING PERMITS HAVE BEEN OBTAINED PRIOR
TO BEGINNING CONSTRUCTION.
3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTION OF THE ENGINEER, THE OWNER, AND
NCDEQ. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR TO BEGINNING
WORK. ANY WORK COVERED PRIOR TO ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING
AND BACKFILLING AT THE CONTRACTOR'S EXPENSE.
4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR.
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND
ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY
CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS
HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS
AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
CONSTRUCTION.
6. PROTECT EXISTING SITE FEATURES (SHOWN TO REMAIN) AND NEWLY COMPLETED WORK
DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM
CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE
REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES, AS
WELL AS THE PROJECT PLANS AND SPECIFICATIONS, AT THE CONTRACTOR'S EXPENSE.
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT
811, 48 HOURS BEFORE CONSTRUCTION BEGINS. NOTIFY THE ENGINEER AT LEAST 72
HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
8. EROSION CONTROL IS A FIELD PERFORMANCE BASED ACTIVITY; AND ADDITIONAL SILT
FENCES, TEMPORARY SEDIMENT BASINS, AND ALL OTHER MEASURES MAY NEED TO BE
ADDED IN ADDITION TO THE APPROVED PLAN AS NECESSARY. MEASURES SHOWN CAN AND
SHOULD BE ADJUSTED TO ASSURE MAXIMUM PROTECTION ON SITE. CONTRACTOR SHALL
ADD ADDITIONAL MEASURES AS NEEDED IN ENVIRONMENTALLY SENSITIVE AREAS.
9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING, MAINTAINING, AND REMOVING ALL
NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL
UTILITY SURFACE ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR A
UTILITY COMPANY PERFORMS THE WORK.
11. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED
ACCORDING TO THE SPECIFICATIONS NOTES IN THE PLANS. SITE STABILIZATION IS A
PERFORMANCE BASED REQUIREMENT, AND THE SITE WILL NOT BE ACCEPTED UNTIL
PERMANENT VEGETATION IS ESTABLISHED TO THE SATISFACTION OF THE ENGINEER.
12. CONTRACTOR RESPONSIBLE FOR KEEPING ACCURATE LOG OF SITE CONDITIONS IN
ACCORDANCE WITH NPDES PERMIT. MAINTENANCE INSPECTIONS SHALL BE PERFORMED
WEEKLY AND AFTER EACH RAINFALL. ALL REPAIRS NECESSARY SHOULD BE MADE
IMMEDIATELY AND IN STRICT ACCORDANCE WITH NCDEQ STANDARDS AND NPDES PERMIT.
CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS
FOR PREPARATION OF FINAL RECORD DRAWINGS.
13. ALL SLOPES GREATER THAN 2:1 SLOPE AND OVER 5' IN HEIGHT SHALL BE CERTIFIED BY A
LICENSED PROFESSIONAL AS REQUIRED BY NCDEQ.
14. CONTRACTOR IS REQUIRED TO OBTAIN AND PROVIDE A COPY OF THE EROSION CONTROL
PERMIT FOR ANY OFFSITE BORROW/ SPOIL AREA. CONTRACTOR MUST PROVIDE COPY OF
PERMIT TO NCDEQ INSPECTOR PRIOR TO CONSTRUCTION.
15. IF BORROWED OR WASTE FILL MATERIAL IS GENERATED, AN APPROVED GRADING PERMIT
MUST BE SECURED FOR THE BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF
ANY LAND DISTURBING ACTIVITY
16. ALL FILL SLOPES SHALL BE COMPACTED FULL DEPTH TO NOT LESS THAN 95% MAXIMUM
DENSITY (STANDARD PROCTOR), SHALL BE PLACED ON A SURFACE CLEARED OF GROWTH
AND DEBRIS, AND BE PROPERLY BENCHED AND DRAINED.
17. ALL FILL MATERIAL, UNLESS A PERMIT FROM NCDEQ DIVISION OF WASTE MANAGEMENT TO
OPERATE A LANDFILL IS ON FILE FOR THE OFFICAL SITE, SHALL BE FREE OF ORGANIC OR
OTHER DEGRADABLE MATERIALS, MASONRY, CONCRETE AND BRICK SIZES EXCEEDING 12
INCHES, AND ANY MATERIALS WHICH COULD CAUSE THE SITE TO BE REGULATED AS A
LANDFILL BY THE STATE OF NORTH CAROLINA.
EROSION CONTROL MAITENANCE NOTES:
1. INSPECT EROSION CONTROL MEASURES ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL.
CONTRACTOR TO INSPECT MEASURES FOR COMPLIANCE WITH PLANS AND DETAILS; INCLUDING
SEDIMENT ACCUMULATION BEYOND DETAIL ALLOWANCE, AND ALSO DAMAGE OR FAILURE OF
MEASURES.
2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE, CONTRACTOR TO REMOVE SEDIMENT
AND/OR DEBRIS, AND RELOCATE TO ANOTHER AREA WITH SEDIMENT CONTROLS.
3. WHEN MEASURES ARE FOUND TO BE DAMAGED, CONTRACTOR TO REPAIR IMMEDIATELY TO BRING
MEASURE BACK INTO COMPLIANCE WITH PLANS AND DETAILS.
4. IF MEASURES ARE FOUND TO BE INSUFFICIENT, CONTRACTOR TO INSTALL ADDITIONAL MEASURES
AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED.
5. CONTRACTOR TO REMOVE MEASURES AND BRING AREA TO GRADE ONCE CONFORMATION OF SITE
STABILIZATION HAS BEEN REQUESTED AND RECEIVED FROM PROJECT ENGINEER.
EROSION CONTROL DETAILS
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DRAWN BY: JTJ
CDC PROJECT NO.: 22046
SHEET
C931

NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE
TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR
FROM AN EXISTING ROAD.
2. FILTER FABRIC SHALL BE PLACED UNDER. THE ENTRANCE/EXIT AND
SHALL BE MIRAFI 500 OR EQUAL.
3. STONE TO BE 2 - 3 INCH WASHED STONE.
4. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS
OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING
WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
5. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
STREETS MUST BE REMOVED IMMEDIATELY.
6. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT
SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH
DRAINS INTO AN APPROVED SEDIMENT BASIN
D3.01 STABILIZED CONSTRUCTION ENTRANCE
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SLOPE INSTALLATION
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH -ON THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
D3.03 EROSION CONTROL SLOPE MATTING INSTALLATION
NOT TO SCALE
VARIABLE AS DIRECTED BY ENGINEER STEEL POST STEEL POST
PLASTIC OR WOVEN WIRE FABRIC
WIRE TIES (TYP)
, SILT FENCE FILTER FABRIC
MIN. 10 GA. LINE
WIRES (TYP) F5-0IMIN. 12-1/2 GA.INTERMEDIATE
WIRES (TYP)
0
FILL SLOPE
EX. GRADE
EX. GRADE ANCHOR 12" LONG SKIRT IN
TRENCH 8" DEEP AND 4" WIDE*
FRONT VIEW SIDE VIEW
CONSTRUCTION NOTES: MATERIALS NOTES:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY
STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS
FABRICS. CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461,
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES WHICH IS SHOWN IN PART IN TABLE 6.62b OF THE
NOT EXCEED 24" ABOVE THE GROUND SURFACE. (HIGHER NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND
FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO DESIGN MANUAL.
CAUSE FAILURE OF THE STRUCTURE.) 2
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM
ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID OF 6 MONTHS OF EXPECTED USUABLE CONSTRUCTION LIFE
JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY AT A TEMPERATURE RANGE OF 0 TO 1207.
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST
WITH 4' MIN. OVERLAP TO THE NEXT POST. 3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33
LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO
MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE FACILITATE FASTENING THE FABRIC.
POSTS. EXTEND THE WIRE MESH SUPPORT TO THE
BOTTOM OF THE TRENCH. FASTEN THE WIRE 4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER
REINFORCEMENT, THEN THE FABRIC ON THE UPSLOPE SIDE FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND
OF THE FENCE POST. WIRE OR PLASTIC TIES SHOULD A MAXIMUM MESH SPACING OF 6 INCHES.
HAVE A MIN. 50 lb TENSILE STRENGTH.
NOTES:
5. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8"
DEEP ALONG THE PROPOSED LINE OF POSTS AND USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT
UPSLOPE FROM THE BARRIER. EXCEED 1/4 ACRE AND NEVER IN AREAS OF
6. PLACE 12" OF THE FABRIC ALONG THE BOTTOM AND SIDE CONCENTRATED FLOW
OF THE TRENCH. * FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED
STONE. AS AN ANCHOR WHEN SILT FENCE IS PROTECTING
7. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE
FILTER FABRIC AND COMPACT. THOROUGH COMPACTION CATCH BASIN.
OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
8. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
D3.02 SILT FENCE
NOT TO SCALE
8" MIN 18" MIN
CULVERT SHALL BE III III III III III III
BURIED 1.0' MINIMUM
BELOW STREAM BED
ELEVATION
72" CIAS,
V RCP
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SHEET 1 OF 1
838.80
CULVERT SHALL BE
BACKFILLED WITH
ENGINEERED FILLED.
PLACED AND COMPACTED
IN 6" LIFTS
#57 STONE TO
SPRINGLINE OF PIPE
#57 STONE WRAPPED
IN MIRAFI 140 N OR
EQUIVALENT
18" CLASS B RIP RAP
WRAPPED IN MIRAFI 140 N
OR EQUIVALENT
D3.04 CULVERT INSTALLATION DETAIL
NOT TO SCALE
W1 (FT.)
1-0"
CS/RCP
8" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
ELEVATION
W2 (FT.
H2
H1
I
614 8" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
SIDE
Z
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NOTES:
Q
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
H GC U
STANDARDS: 838.21, 838.27, 838.33 AND 838.39.
ILL. J d H z
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
O 0CA = ^
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
W Q Q LL =
* USE 4000 PSI CONCRETE.
Q U O Car
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
H = F- Z Ij
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
C/) H LL O _I
TO ASTM A185 WITH 2" MIN. CLEARANCE.
03 � Q
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
H
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
LU
CONTRACTOR
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* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
141(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
TOP VIEW
=
SEWN IN NECK
DIRTBAG
3
OPENING
ACCOMO➢ATES UP
TO 4' DISCHARGE
LENGTH HOSE
NOTES:
1) DIRTBAG TO BE
PLACED ON AGGREGATE OR STRAW
2) SEAMS MUST BE
HIGH STRENGTH DOUBLE STITCHED V SEAMS
3) SEAM MUST BE
TESTED UNDER ASTM D-4884, ACF TEST RESULTS AVAILABLE UPON REQUEST
4) THIS WORK SHALL
CONSIST OF FURNISHING, PLACING AND REMOVAL OF ASSOCIATED DEVICE
4) CONTRACTOR IS
REQUIRED TO USE A DIRTBAG DB-55 OR APPROVED EQUIVELENT
CROSS SECTION
T
DB55 FABRIC PROPERTIES
PROPERTY
TEST METHOD MARV
TENSILE STRENGTH
ASTM D-4632 205 LBS
ELONGATION
ASTM D-4632 50%
CBR PUNCTURE
ASTM D-6241 525 LBS
UV RESISTANCE
ASTM D-4355 70%
AOS
ASTM D-4751 80 US SIEVE
PERMITTIVITY
ASTM D-4491 1.4 SEC-1
FLOW RATE
ASTM D-4491 90 GPM/SF
CORPORATE
OFFICE
2831
CARDWELL ROAD
ACF ➢B55 DIRTBAG
RICHMOND, VA 23234
PH:
800-448-3636
FOR ADDITIONAL INFORMATION PLEASE CONTACT ACF ENVIRONMENTAL
LET'S GET IT DONE VVV.ACFENVIRONNENTAL.COM
PH: 800-448-3636 / VWACFENVIRONPENTAL.CO4
DEWATERING BAG
NOT TO SCALE
Dewatering Device
or dirt/sediment bag)
Discharge Hose
Dewatering Pump
P (as needed)
A A
Flow
Work Area
Sandbag/Stone Barrier
P
\ \\- Discharge Hose
Discharge Pump
Into Velocity Work Area
Dissipater Length Not To Exceed
That Which Can Be
Completed In One Day
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838.80
Sump -hale
Or Pool
12" Min Depth
2' Min Diameter
Flow
Intake
Hose
Diversion Pump
Sheeting
Base Flow + 1 Foot
Work Area = (2 Foot Minimum)
Cross Section Of Sandbag/Stone Diversion
SECTION A -A
D3.05 PUMP AROUND / DEWATERING
PLAN VIEW DETAIL
NOT TO SCALE
EROSION CONTROL DETAILS
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DRAWN BY:
JTJ
CDC PROJECT NO.:
22046
SHEET
C932

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HOW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLIINA
Environmental Quality
r 1 r
1=-= I -RI •-'ice. it -
Ir-r-
M"K liv, ,li _
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. 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.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC Ian as well as an approved deviation shall be kept on the site. The
PP P Y PP P
approved 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 kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for 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 twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
EFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
o 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).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of 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.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within24hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect ofthe bypass.
(e) Noncompliance
Within 24 hours, an oral or electronic notification.
with the conditions
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case-hy-case basis.
NORTH CAROLINA
k,-" Environmental Quality
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HEMC Waynesville (+/- 1.3 AC)
F
ictional wetlands and waters identified on this map have been located within sub -meter accuracy utilizing a Trimble
ing grade Global Positioning System (GPS) and the subsequent differential correction of that data. GPS points may
nstrate uncomectable errors due to topography, vegetative cover, and/or multipath signal error.
The illustrated wetland and stream locations are approximate. These areas have been flagged in the field; however, they
not been surveyed. Although Clearwater Environmental Consultants, Inc. (CEC) is confident in our assessment, the US
Corps of Engineers (Corps) is the only agency that can make final decisions regarding jurisdictional wetland and waters of
S delineations. Therefore, all preliminary determinations are subject to change until written verification is obtained. CEC
ly recommends that written verification be obtained from the Corps prior to closing on the property, beginning any site
or making any legal reliance on this determination.
map was prepared by CEC using the best information available to CEC at the time of production. This map is for
ational purposes only and should not be used to determine precise boundaries, roadways, property boundary lines, nor
descriptions. This map shall not be construed to be an official survey of any data depicted.
Source Data: Project Boundary and Contours -Civil Design Concepts, PA. Aerial Imagery NCCGIA (2019)
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Produced by the United States Geological Survey MN
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid:Universal Transverse Mercator, Zone 17S
This map is not a legal document. Boundaries may be 6°25
generalized for this map scale. Private lands within government 114 MILS
1 °12"
reservations may not be shown. Obtain permission before 21 MILS
entering private lands.
Imagery .....................................................NAIP, June 2016 - November 2016
Roads ......................................... U.S. Census Bureau, 2016 UTM GRID AND 2019 MAGNETIC NORTH
Roads within US Forest Service Lands ........................FSTopo Data DECLINATION AT CENTER OF SHEET
with limited Forest Service updates, 2012 - 2016
Names............................................................................GNIS, 1980 - 2019
Hydrography...............................National Hydrography Dataset, 1899 - 2017 U.S. National Grid
Contours............................................National Elevation Dataset, 2008 100,000 - rn Square ID'
Boundaries ..............Multiple sources; see metadata file 2017 - 2018
Wetlands.................FWS National Wetlands Inventory 1983 - 2014 LV
Grid Zone Designation
17S
12 13 14
SCALE 1:24 000
1 0.5 0 KILOMETERS 1 2
1000 500 0 METERS 1000 2000
1 0.5 0 1
MILES
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
CONTOUR INTERVAL 40 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.18
15 16
NORTH
CAROLINA
QUADRANGLE LOCATION
1 Luftee Knob
1 2 3 2 Cove Creek Gap
3 Fines Creek
4 5 4 Bunches Bald
5 Clyde
6 Sylva North
6 7 8 7 Hazelwood
8 Waynesville
ADJOINING QUADRANGLES
17
43
42
41
40
39
38
37
36
35
34
33
32
3931000mN
318000mE
35.5000°
-83.0000°
ROAD CLASSIFICATION
Expressway Local Connector
Secondary Hwy Local Road
Ramp 4WD
. Interstate Route 0 US Route O State Route
FS Primary Route O FS Passenger O FS High
Route Clearance Route
Check with local Forest Service unit
for current travel conditions and restrictions.
DELLWOOD, NC
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑X Yes ❑ No
For the record only for Corps Permit:
❑X Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
HEMC Substation
2b.
County:
Haywood County
2c.
Nearest municipality / town:
Waynesville, INC
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
HAYWOOD ELECTRIC MEMBERSHIP CORPORATION
3b.
Deed Book and Page No.
993/294
3c.
Responsible Party (for LLC if
applicable):
Rex LaRowe
3d.
Street address:
376 Grindstone Road
3e.
City, state, zip:
Waynesville, INC, 28785
3f.
Telephone no.:
[phone]
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009