SW3210403_Plansheet - Misc. Detail_20210722

DEMOLITION/EXISTING CONDITIONS NOTES
1. ACQUIRE ALL NECESSARY PERMITS, INCLUDING 401/404 PERMIT FROM THE USACE AND NCDEQ, AND HOLD
PRE -CONSTRUCTION MEETING PRIOR TO COMMENCEMENT OF CLEARING ACTIVITY.
2. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
3. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG MEN, ETC AS NECESSARY TO ENSURE THE
SAFETY OF THE PUBLIC.
4. SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS PART 1926, SUBPART P OR AS AMENDED.
5. CONTRACTOR SHALL ESTABLISH EROSION CONTROL MEASURES PRIOR TO DEMOLITION OF EXISTING STRUCTURES.
6. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS CONCERNING THE
DEMOLITION AND REMOVAL OFFSITE OF ALL CONSTRUCTION DEBRIS.
7. CONTRACTOR SHALL COMPLETE DEMOLITION WORK IN AN EXPEDITIOUS AND TIMELY MANNER.
8. EXISTING STRUCTURES SHALL BE DEMOLISHED UNDER A SEPARATE DEMOLITION PERMIT OBTAINED BY THE
CONTRACTOR.
9. ABANDONMENT OR REMOVAL OF EXISTING WELLS, SEPTIC SYSTEMS AND ASSOCIATED APPURTENANCE SHALL BE
PERFORMED IN ACCORDANCE WITH REGULATORY GUIDELINES AND PROCEDURES ESTABLISHED BY THE NORTH
CAROLINA DEPARTMENT OF NATURAL RESOURCES, AND ANY ASSOCIATED REGULATORY AGENCIES.
10. DEMOLITION CONTRACTOR, AND ASSOCIATED SUBCONTRACTORS, ARE RESPONSIBLE FOR CONTACTING AND
COORDINATING WITH EACH AFFECTED UTILITY COMPANY PRIOR TO THE REMOVAL OR DISCONNECTION OF ANY
EXISTING SERVICES ON SITE.
11. CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITY COMPANIES PRIOR TO BEGINNING DEMOLITION.
12. ALL DEBRIS RESULTING FROM FROM DEMOLITION ACTIVITIES SHALL BECOME THE PROPERTY OF THE CONTRACTOR
AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF IN A LEGAL MANNER AT THE CONTRACTORS
EXPENSE.
13. CONTRACTOR SHALL ENSURE THAT ALL ADJOINING PARCEL UTILITIES REMAIN IN SERVICE AT ALL TIMES.
14. BOUNDARY AND ALTA SURVEY WAS PROVIDED BY CIVIL & ENVIRONMENTAL CONSULTANTS, INC., DATED JUNE 18, 2021.
15. TOPOGRAPHIC SURVEY WAS PROVIDED BY CIVIL & ENVIRONMENTAL CONSULTANTS, INC., DATED FEBRUARY, 2021.
16. SURVEY HORIZONTAL REFERENCE: NAD 83
17. SURVEY VERTICAL REFERENCE: NAVD88
CONSTRUCTION SEQUENCE
PRIOR TO CONSTRUCTION
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ. NO WORK SHALL BE PERFORMED IN ANY
WETLAND/STREAMS WITHOUT AN APPROVED 401/404 PERMIT.
2. CONTACT THE DEMLR MOORESVILLE REGIONAL OFFICE (PHONE # [phone]) AT LEAST 48 HOURS PRIOR TO
COMMENCING LAND -DISTURBING ACTIVITY.
PHASE 1 EROSION CONTROL
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AS SHOWN ON PLANS TO PROVIDE ACCESS TO SOUTHERN
DRIVE. CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO ANY CLEARING AND GRUBBING. INSTALL INLET
PROTECTION FOR STORM DRAIN BENEATH GRAVEL ENTRANCE ROAD.
4. GC SHALL FLAG ENTIRE LIMITS OF DISTURBANCE AT 100' INCREMENTS WITH FLAGGING TAPE.
5. INSTALL ALL PHASE 1 EROSION CONTROL MEASURES REQUIRED ALONG THE ACCESS ROAD FOR THE INSTALLATION OF
THE STREAM CROSSING PRIOR TO PLACING ANY FILL (SILT FENCE, SUPER SILT FENCE, DIVERSION DITCHES AND LINERS,
SEDIMENT TRAPS, SILT FENCE OUTLET DEVICES, WATTLES, ECT.)
6. CLEAR AND GRADE ALONG ACCESS ROAD ONLY AS NEEDED TO ACCESS SITE. USE STREAM PUMP AROUND DETAIL
(SHEET C6.1) IF WATER IS PRESENT IN STREAM PRIOR TO CONSTRUCTION OF STREAM CROSSING. CONTRACTOR SHALL
ENSURE NO SEDIMENT IS RELEASED INTO STREAM.
7. STABILIZE FILL SLOPES IMMEDIATELY AFTER CONSTRUCTION WITH SYNTHETIC MAT.
8. INSTALL TEMPORARY SILT FENCE, TEMPORARY DIVERSION DITCHES AND LINERS, CLEAN WATER DITCHES, STRAW
WATTLES, ROCK CHECK DAMS, SILT FENCE OUTLETS, SEDIMENT BASINS, ETC. TO THE REMAINDER OF THE SITE PRIOR TO
THE INITIATION OF LAND -DISTURBING ACTIVITY. EROSION CONTROL MEASURES SHALL BE INSTALLED TO THE GREATEST
EXTENT POSSIBLE PRIOR TO BEGINNING DEMOLITION OR CLEARING AND GRUBBING MEASURES.
9. CALL FOR SITE INSPECTION BY NCDEQ INSPECTOR AFTER ALL PHASE 1 EROSION CONTROL MEASURES ARE IN PLACE.
PHASE 2 EROSION CONTROL
10. CLEAR, COMPACT, PREPARE, AND OCCUPY STAGING YARD AFTER ALL PHASE 1 EROSION CONTROL MEASURES ARE IN
PLACE.
11. INSTALL MAINTENANCE ROAD AS SHOWN IN EROSION CONTROL PHASE 2 PLAN.
12. COMPLETE IMPROVEMENTS ON -SITE.
13. SEEDING AND MULCHING OF SITE SHALL TAKE PLACE IMMEDIATELY AFTER OR DURING THE INSTALLATION PHASE OF THE
SOLAR PANELS.
14. NCDEQ INSPECTOR SHALL BE CONTACTED AFTER SEEDING AND MULCHING IS COMPLETED FOR POST INSTALLATION
INSPECTION.
15. AFTER SITE IS STABILIZED, CLEAN SEDIMENT OUT OF TEMPORARY DITCHES AND RESEED TO SPECIFICATIONS.
16. GC SHALL COORDINATE THE DECOMMISSIONING OF THE SEDIMENT BASINS AND REMOVAL OF OUTLET PIPES WITH
PROPERTY OWNER AFTER THE SITE IS STABILIZED. DEWATER THE BASINS THROUGH A SILT BAG. GC SHALL ENSURE
THAT THERE IS SHEET FLOW AT SITE DISCHARGE. NO CONCENTRATED FLOW IS PERMITTED. REMOVE SILT FROM BASIN.
REGRADE EC MEASURES TO PRE -CONSTRUCTION CONDITIONS, COMPACT, AND STABILIZE THE AREA.
17. STABILIZE ALL DISTURBED AREAS WITH SEED AND MULCH.
18. REMOVE ALL PHASE 1 EROSION CONTROL MEASURES TO INCLUDE SILT FENCING, TEMPORARY DIVERSION DITCHES,
CLEAN WATER DITCHES, WATTLES, ROCK CHECK DAMS, LINERS, ECT. AREAS DISTURBED DURING THIS PROCESS SHALL
BE RESEEDED WITH PERMANENT SEED.
19. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY NCDEQ INSPECTOR.
EROSION CONTROL NOTES
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NCDEQ PERMIT AND MAY BE
SUBJECT TO A FINE. LIMITS OF CONSTRUCTION = ±17 ACRES. IF ADDITIONAL LAYDOWN AREAS ARE DETERMINED DURING
THE CONSTRUCTION PROCESS, THEY WILL BE COORDINATED WITH THE NCDEQ EROSION CONTROL INSPECTOR. THESE
LAYDOWN AREAS WILL BE PERMITTED SEPARATELY.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE NCDEQ
REGULATIONS.
3. A GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 14 (OR 7) CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING AND/OR AT THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT. SEE
"GROUND STABILIZATION" CHART FOR REQUIREMENTS ON GROUND COVER.
4. PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE
THAN 90 CALENDAR DAYS.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDEQ.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
7. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON WITH FIELD INSPECTOR, ENGINEER, AND OWNER.
8. FOLLOWING EVERY RAINFALL EVENT GREATER THAN 0.5 INCHES, CONTRACTOR SHALL INSPECT AND REPAIR, AS
NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. THIS INCLUDES BUT IS NOT LIMITED TO SILT FENCE, CHECK
DAMS AND CONSTRUCTION ENTRANCES. TYPICAL MAINTENANCE INCLUDES CHECKING FOR STRUCTURAL DEFICIENCIES
SUCH AS UNDERMINING AND DEBRIS BUILDUP AROUND SILT FENCE AND CHECK DAMS.
9. CONTRACTOR SHALL TAKE ALL PRACTICAL MEASURES TO MINIMIZE THE LINEAR FOOTAGE OF DISTURBED AREAAND TO
ENSURE THAT THE DISTURBED AREAS ARE STABILIZED WITH VEGETATION AS SOON AS POSSIBLE.
10. CONTRACTOR SHALL TAKE ALL PRACTICAL MEASURES POSSIBLE TO LIMIT THE AMOUNT OF DISTURBANCE CLOSE TO
STREAMS AND WETLANDS AND TO REDUCE THE AMOUNT OF SILT ENTERING THE ADJACENT WATER BODIES.
11. ALL EXISTING AND PROPOSED DITCHES SHALL BE STABILIZED USING STRAW WITH NET OR ANOTHER FORM OF SLOPE
STABILIZATION APPROVED BY THE ENGINEER IMMEDIATELY FOLLOWING SEEDBED PREPARATION AND SEEDING. SLOPE
STABILIZATION SHOULD BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATION.
12. ACTUAL LOCATIONS OF SILT FENCE OUTLET DEVICES SHOULD BE FIELD ADJUSTED TO ALLOW DEVICE TO BE LOCATED
AT LOW POINTS.
13. LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND
DOMESTIC WASTE, AND HAZARDOUS OR TOXIC WASTE AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND
SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO ALTERNATIVES ARE REASONABLY AVAILABLE.
14. LOCATE EARTHEN -MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE
WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
15. NCDEQ EROSION AND SEDIMENTATION CONTROL SELF INSPECTION FORM SHALL BE COMPLETED AFTER THE
FOLLOWING PHASES OF CONSTRUCTION: INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES,
CLEARING AND GRUBBING OF EXISTING GROUND COVER, COMPLETION OF CONSTRUCTION OR DEVELOPMENT, AND
ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. ALL INSPECTION FORMS AND
SUPPORTING DOCUMENTATION SHALL BE AVAILABLE ON SITE. THE COMBINED SELF -INSPECTION FORM CAN BE FOUND
AT HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS
16. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NCDEQ REGULATIONS.
17. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEQ INSPECTOR
SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
18. ANY VARIATIONS FROM THE APPROVED EROSION CONTROL PLANS THAT ARE DISCUSSED VERBALLY IN THE FIELD BY
STATE/LOCAL INSPECTORS OR DESIGN ENGINEER ARE REQUIRED TO BE APPROVED IN WRITING BY THE INSPECTOR AND
DISTRIBUTED TO THE DESIGN ENGINEER BEFORE IMPLEMENTATION OF THE CHANGES. THIS COORDINATION FOR
FORMAL APPROVAL IS SOLELY THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
B REVISED SURVEY AND ADDRESSED NCDEQ STORMWATER MANAGEMENT COMMENTS 0612812021
A ADDRESSED COMMENTS FROM NCDEQ 0311012021
REV.NO. DESCRIPTIONS DATE
REVISIONS
EROSION CONTROL MAINTENANCE PLAN
1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH
RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH.
2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR
OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS
COMPLETE AND THE SITE IS STABILIZED.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE.
THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. REMOVE
SEDIMENT FROM BASINS WHEN DEPTH REACHES APPROXIMATELY 1/2 THE DESIGNED DEPTH.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS
TRACKED ON TO THE PAVEMENT. THE FIRST 50' OF THE ENTRANCE ADJACENT TO THE ROAD WILL BE PERIODICALLY
TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN A 6 INCH DEPTH. THE REMAINDER OF THE CONSTRUCTION
ENTRANCE WILL BE CLASS A STONE. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY
BE REQUIRED.
POST CONSTRUCTION STORMWATER NOTES
1. SUBSOIL COMPACTION SHOULD BE MINIMIZED DURING AND AFTER INSTALLATION OF SOLAR ARRAYS TO ALLOW THE
MAXIMUM AMOUNT OF NATURAL INFILTRATION. IF COMPACTION OCCURS DURING CONSTRUCTION, SUBSOIL SHOULD
BE TILLED AND AMENDED TO RETURN THE SOIL TO ITS PRE -COMPACTION CONDITION. (SOLAR PANEL
RECOMMENDATION #1)
2. GRASSES PLANTED UNDER THE SOLAR PANELS SHALL BE A MIX OF WARM & COOL SEASON GRASSES (SOLAR PANEL
RECOMMENDATION #5)
3. 3.CONTRACTOR SHALL ENSURE THERE IS NO CONCENTRATION OF STORMWATER FLOWS OUTSIDE OF THE PROPOSED
DITCHES SHOWN ON THE PLANS. DRAINAGE SHALL REMAIN DISPERSED AND PROPOSED DITCHES SHALL BE
PROTECTED WITH THE LINERS SPECIFIED IN THE DETAILS. (SOLAR PANEL RECOMMENDATION #3)
4. CONTRACTOR SHALL LIMIT THE USE OF FERTILIZERS TO THE MINIMUM AMOUNT NECESSARY TO ESTABLISH AND
MAINTAIN VEGETATION. USE MOWING FOR VEGETATION CONTROL INSTEAD OF HERBICIDES. (SOLAR PANEL
RECOMMENDATION #4)
5. ALL PERMANENT DITCHES SHALL HAVE MAX. 3:1 SIDE SLOPES. (SEE DITCH TABLE, SHEET C6.0)
FOUNDATION
(TYP)
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PANEL CROSS SECTION
NOT TO SCALE
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8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
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CONSTRUCTION
PANEL PLAN VIEW
NOT TO SCALE
hep-Petra Construction, LLC
11330 Vanstory Drive
Suite 101
Huntersville, North Carolina 28078
Phone: [phone]
233 RANDOLPH 74 SOLAR I
2200 SOUTHERN DRIVE
SHELBY, NC 28105
GENERAL NOTES AND LEGEND
GENERAL LEGEND
FEATURE
EXISTING
PROPOSED
PARCEL LINE (PROPOSED)
- -
PROPERTY LINE (ADJOINING)
PL
PROJECT BOUNDARY (SITE)
EASEMENT (OTHER)
EASEMENT (STORM DRAINAGE)
SDE
SDE
EASEMENT (TEMP. CONSTRUCTION)
TCE - TCE
RIGHT-OF-WAY (ROAD)
R/W
R/W
BUFFER
BUILDING SETBACK
- - - - -
- - - - -
POND 1 WATER FEATURE
TOP OF BANK
- - - TB
BOTTOM OF BANK
----BB
MAJOR TOPO CONTOUR
-650
MINOR TOPO CONTOUR
- -648- --
FENCE LINE
X
X
TEMPORARY FENCE LINE
(tCREEKISTREAM
(tDITCHISWALE
< -<
CL ROAD
TREE LINE
WETLAND BOUNDARY
WET WET
OVERHEAD UTILITY
ou
SANITARY SEWER
- - SS
STORM
SD - SD
UNDERGROUND FIBER OPTIC
- - - FO
UNDERGROUND GAS
GAS
UNDERGROUND TELEPHONE
----UT
UNDERGROUND WATERLINE
W
EXISTING FEATURE DEMOLITION
EROSION CONTROL LEGEND
FEATURE
PROPOSED
SILT FENCE
SF
TREE PROTECTION FENCING
TP
DENUDED LIMITS
PERMANENT DITCH 1 SWALE
1- • 1
TEMPORARY DIVERSION DITCH
STD
CLEAN WATER DITCH
CWD
DRAINAGE AREA
DRAINAGE AREA (CATCH BASIN 1 PIPE)
TEMPORARY SILT FENCE OUTLET
TEMPORARY SILT FENCE OUTLET J-HOOK
TEMPORARY WATTLE CHECK DAM
ROCK CHECK DAM
HARDWARE CLOTH &
GRAVEL INLET
PROTECTION
0
ROCK PIPE
INLET PROTECTION
GRAVEL RIPRAP APRON
SPILLWAY
p p
GRAVEL
CONSTRUCTION
ENTRANCE
SEDIMENT BASIN
`:-, =Ezza$j,
SEDIMENT BASIN BAFFLE
TREE SAVE AREA
POST -CONSTRUCTION
CONTROLS EASEMENT (PCCE)
PCCL-E
PCCE
SOIL DELINEATION
C=
FLAIRED -END SECTION (FES)
OR
DATE:
MARCH 2O21
MCE PROJ. #
06836-0005
DRAWN
JPM
DESIGNED
JPM
CHECKED
PMN
PROJ. MGR.
PMN
15-
Know what's below.
Call before you dig.
SCALE
HORIZONTAL:
N/A
VERTICAL:
N/A
C1.1
DRAWING NUMBER
B
REVISION
STATUS: REVIEW DRAWING
NOT FOR CONSTRUCTION
www.mckimcreed.com

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-
« - days (anr. this w determine - rspectioi, i�
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
P g
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 (SDCs)
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 cleanup 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 111, 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 plan as well as any approved deviation shall be kept on the site. The
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
tha FR.C(' mo -roc aro m difiorl aft- 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 heu of the requ..ed pope.. to .� .rill be allo.,,ed 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 e-N01 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 ri ra are provided at the discharge points of all dewatering devices and
() Y p P, riprap p g p g ,
(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.
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:
• 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 ouantities 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 7calendardays, 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 cr 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
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24hours, an oral or electronic notification.
with the conditions
• Within 7calendardays, 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(1)(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 -by -case basis.
`r
t; NORTH CAROLINA
s .
Environmental Quality
Y
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTNE: 04/01/19
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE SEED SCHEDULE). DO NOT
USE LIME OR FERTILIZER ON STREAM BANKS OR IN WETLAND AREAS. MULCH DOES NOT NEED TO BE USED IN WETLAND AREAS.
4. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING
5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
6. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
7. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
PERMANENT SEEDING NOTES:
1. PERMANENT SEEDING, SODDING, OR OTHER MEANS OF STABILIZATION ARE REQUIRED WHEN ALL CONSTRUCTION WORK IS COMPLETED
ACCORDING TO THE "SEEDING STABILIZATION TIMEFRAMES" CHART.
2. A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHOULD BE OBTAINED FOR ALL AREAS TO BE SEEDED,
SPRIGGED, SODDED OR PLANTED. RECOMMENDED FERTILIZER AND pH ADJUSTING PRODUCTS SHOULD BE INCORPORATED TO THE SOIL.
3. USE A SEEDING MIX OF NON-INVASIVE, NATIVE SPECIES THAT WILL EVENTUALLY PROVIDE A PERMANENT GROUNDCOVER.
4. IMMEDIATE VEGETATIVE COVER WILL ALWAYS REQUIRE ADDITIONAL FERTILIZATION, SOIL TESTS, OVERSEEDING AND MAINTENANCE UNTIL
PERMANENT VEGETATIVE COVER IS ESTABLISHED.
TEMPORARY SEEDING SPECIFICATION:
Ir�itilYi]:L1:�'�9���71►[H:7xK•]itilitil�►1H_�r[•]►6y7i7:»_�r�r�ru,rra:L1►1H�_1:7�'�9�:71►[e'
SEEDING MIXTURE RATE (LB/AC)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN 50
PIEDMONT AND COASTAL
PLAIN, KOREAN IN
MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE
SEEDING DATES:
MOUNTAINS - ABOVE 2500 FEET, FEB. 15 - MAY 15
BELOW 2500 FEET, FEB. 1 - MAY 1
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY A MINIMUM OF 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
B REVISED SURVEY AND ADDRESSED NCDEQ STORMWATER MANAGEMENT COMMENTS 0612812021
A ADDRESSED COMMENTS FROM NCDEQ 0311012021
REV.NO. DESCRIPTIONS DATE
REVISIONS
TEMPORARY SEEDING SPECIFICATION (CONTINUED
Ir�itilYi]:L1:�'�9���71►[H:7xK•]itilitil�►1H_�r[•]►697i]:�Y�litilitil�:7
SEEDING MIXTURE RATE (LB/AC)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE
SEEDING DATES
MOUNTAINS - MAY 15 - AUG. 15
PIEDMONT - MAY 1 - AUG. 15
COASTAL PLAIN - APR. 15 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY A MINIMUM OF 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
Ir�itilYi]:L1:�'�9���71►[H:7xK•]itilitil�►1H_�r[•]►697i1:�y_1�I
SEEDING MIXTURE RATE (LB/AC)
RYE (GRAIN) 120
SEEDING DATES:
MOUNTAINS -AUG. 15 -DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY A MINIMUM OF 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN)
OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
SEA
y 043852
�NFIAD,4&CMED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
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 HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temnorary 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 grave[ pad and surround with sand bass.
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.
r,
r.
1=
1: NORTH CAROLINA
11 Environmental Quality
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
PERMANENT SEEDING SPECIFICATION:
3:1 SLOPES OR FLATTER:
1. APPLY AGRICULTURAL LIME AT THE RATE OF "75 LBS/1000 S.F.
2. APPLY COMMERCIAL FERTILIZER AT THE RATE OF 48 LBS/1000 S.F. FOR 5-10-10
FERTILIZER, 24 LBS/1000 S.F. FOR 10-20-20 FERTILIZER, OR 20 LBS/1000 S.F. FOR 18-24-6 FERTILIZER.
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
DATE: TYPE: PLANTING RATE:
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F.
RYE GRAIN 120 LBS/AC OR 3 LBS/1000 S.F.
NOV. 1 - MAR. 1' TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F.
ABRUZZI RYE 25 LBS/AC OR 1/2 LB/1000 S.F.
MAR. 1 -APR. 15 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F.
APR. 15 - JUL. 30 HULLED COMMON
BERMUDA GRASS 25 LBS/AC OR 1/2 LB/1000 S.F.
JUL. 1 -AUG. 15 TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F.
BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F.
OR SORGHUM SUDAN
HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F.
4. MULCH WITH STRAW APPLIED AT THE RATE OF 95 LBS/1000 S.F.
' HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.
CONTRACTOR MAY OBTAIN SOIL TEST TO DETERMINE AMOUNT OF LIME REQUIRED TO OBTAIN A pH RANGE OF 6.5 TO 7.0.
SEED TYPE, RATES AND/OR SOIL AMENDMENTS SPECIFIED ABOVE MAY BE MODIFIED AND/OR ELIMINATED IF REQUIRED BY OTHER
LOCAL, STATE OR FEDERAL AGENCIES (EG. NRCS, NC COOPERATIVE EXTENSION OFFICE, ETC.). PRIOR TO MODIFICATIONS OR
ELIMINATIONS, CONTRACTOR SHALL SUBMIT WRITTEN DOCUMENTATION SUPPORTING THE REQUEST FOR APPROVAL PRIOR TO MAKING
MODIFICATION.
SLOPES GREATER THAN 3:1
1. APPLY AGRICULTURAL LIME AT A RATE OF "90 LBS/1000 S.F.
2. APPLY COMMERCIAL FERTILIZER AT THE RATE OF 48 LBS/1000 S.F. FOR 5-10-10
FERTILIZER, 24 LBS/1000 S.F. FOR 10-20-20 FERTILIZER, OR 20 LBS/1000 S.F. FOR 18-24-6 FERTILIZER.
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
DATE: TYPE: PLANTING RATE:
MAR. - JUN. 1 SERICEA LESPEDEZA 50 LBS/AC OR 1 1/2 LBS/1000 S.F.
RYE GRAIN 25 LBS/AC OR 3/4 LBS/1000 S.F.
(SCARIFIED) AND
MAR. -APR. 1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F.
JUN. - SEPT. 1"' TALL FESCUE AND 120 LBS/AC OR 2 1/2 LBS/1000 S.F.
BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F.
OR SORGHUM SUDAN
HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F.
SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS/AC OR 1 3/4 LBS/1000 S.F.
(UNHULLED - UNSCARIFIED)
TALL FESCUE 120 LBS/AC OR 2 1/2 LBS/1000 S.F.
MILLET OR SUDAN 20 LBS/AC OR 1/2 LB/1000 S.F.
4. MULCH APPLIED AT THE RATE OF 95 LBS/1000 S.F. AND ANCHOR WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 10-15
GAL/1000 S.F. OR 450 GAL/AC.
' TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES.
CONTRACTOR MAY OBTAIN SOIL TEST TO DETERMINE AMOUNT OF LIME REQUIRED TO OBTAIN A pH RANGE OF 6.5 TO 7.0.
SEED TYPE, RATES AND/OR SOIL AMENDMANTS SPECIFIED ABOVE MAY BE MODIFIED AND/OR ELIMINATED IF REQUIRED BY OTHER
LOCAL, STATE OR FEDERAL AGENCIES (EG. NRCS, NC COOPERATIVE EXTENSION OFFICE, ETC.). PRIOR TO MODIFICATIONS OR
ELIMINATIONS, CONTRACTOR SHALL SUBMIT WRITTEN DOCUMENTATION SUPPORTING THE REQUEST FOR APPROVAL PRIOR TO MAKING
MODIFICATION.
hep-Petra Construction, LLC
11330 Vanstory Drive
Suite 101
Petra Huntersville, North Carolina 28078
Phone: [phone]
CONSTRUCTION
233 RANDOLPH 74 SOLAR
2200 SOUTHERN DRIVE
SHELBY, NC 28105
NCDEQ NOTES
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
a .rusn, a
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mir a n u o A�
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B
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I umim man= N mU ^^ ``aVILT m� m•s
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E M mIQI[ V�•Wr il•CII� 9W1 •Ir 91
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aevn w.•r mx mra mrs• suet amasrz ve•art meenR
Jo;-Il STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
CONCRETE WgSHOUTS
1. Do not scharge concrete or cement slurry from the site.
2. Dispose f, or recycle settled, hardened concrete residue in accordance with local
and stat 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 [east 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 [east 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.
1U. At the WlllpletlVll Vf the COilCrete Work, reillOVe 'reilldiil]ilg iedViilgS dild dispOStf 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.
1AZARDOUS 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
EFFECTIVE: 04/01 / 19
DATE:
MARCH 2O21
MCE PROJ. #
06836-0005
DRAWN
JPM
DESIGNED
JPM
CHECKED
PMN
PROJ. MGR.
PMN
SCALE
HORIZONTAL:
N/A
VERTICAL:
N/A
C1.2
DRAWING NUMBER
REVISION
STATUS: REVIEW DRAWING
NOT FOR CONSTRUCTION

ENSURE POSITIVE EXISTING GRADE
DRAINAGE (TYP.)
6" ABC STONE MPACTED
PER GEOTECHNICAL RECOMMENDATIONS
SUBGRADE TO BE PREPARED AS
RECOMMENDED BY GEOTECHNICAL ENGINEER
EXISTING UNDISTURBED EARTH
TYPICAL ACCESS ROAD CROSS SECTION
N.T.S.
SLOPE TO MATCH
EXISTING GRADE
(3:1 MAX)
1' MIN i EXISTING GRADE
FINISH
SUBGRADE AND CONCRETE PAD TO
BE CONSTRUCTED ACCORDING TO
EXISTING UNDISTURBED EARTH STRUCTURAL DRAWINGS
GENERAL NOTES:
1. ELEVATE ELECTRICAL PADS V MIN ABOVE EXISTING GRADE.
2. ENSURE POSITIVE DRAINAGE AROUND INVERTER PADS.
3. STABILIZE SLOPES WITH EROSION FABRIC.
TYPICAL ELECTRICAL PAD CROSS SECTION
N
0
io
'1J
12'
N.T.S.
LINE POST CAP
BARBED WIRE
3 STRANDS (TYP)
BARBED WIRE
MOUNTING BRACKET
2" LINE
1 5/8"0 TOP RAIL
POST CAP GATE POST
TENSION BAR
CHAIN LINK
CHAINLINK FABRIC
FABRIC
2 1/2" TERMINAL POST
(TYP)
TENSION BAR
1 5/8"0 HORIZONTAL
BRACE
1/2/"0 TRUSS RODS WITH
TURNBUCKLE
TENSION WIRE GATE INTERIOR
EXISTING GRADE
BRACE
(TYP.)
TMP jRETE ENCASEMENT
ENSURE POSITIVE _ _ - - - Fxgure 6.17d Temporary Cherwiel Liners Washington Stank Department of Ecology
DRAINAGE (TYP.)-
l:xcaudfe chonnei to design
EXISTING GRADE - - - o /��� Overlapb"fain. grade and crass-sectiari
_ - - - - MAX 3 /o CROSS SLOPE
6" ABC STONE ACTED
PER GEOTECHNICAL
EXISTING RECOMMENDATIONS
UNDISTURBED SUBGRADE TO BE PREPARED AS
EARTH RECOMMENDED BY GEOTECHNICAL ENGINEER
TYPICAL CANTED ROAD CROSS SECTION
IAIA RNIINI/2
10.-0.. _ I
CENTER GATE
NOTE: STOP
1. 2" MESH FABRIC SHALL BE 1.2 OZ. GALVANIZED.
2. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED PIPE.
3. FOOTING DEPTH TO BE DETERMINED BY INSTALLER /
GEOTECHNICAL ENGINEER.
CHAIN LINK FENCE AND DOUBLE SWING GATE DETAIL
N.T.S.
* BOTTOM WIDTH (VARIES)
2' MIN.
(BORROW AREA)
COMPACTED BERM
MAY BE REQUIRED
TURj�
TH OF PERMANENT DITCH
NOTE:
DITCH SHOULD HAVE MINIMUM LONGITUDINAL SLOPE OF 0.5%.
SILT FENCE MAY BE REQUIRED BEHIND BERM.
STABILIZE, SEED, AND MULCH IMMEDIATELY AFTER INSTALLATION.
MAINTENANCE NOTE:
INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE CONSTRUCTION OPERATION.
IMMEDIATELY REMOVE ANY OBSTRUCTIONS FROM THE FLOW AREA, AND REPAIR THE DIVERSION RIDGE.
CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS,
HEALTHY CONDITION AT ALL TIMES.
PERMANENT DITCH (PD)
N.T.S.
B REVISED SURVEY AND ADDRESSED NCDEQ STORMWATER MANAGEMENT COMMENTS 0612812021
A I ADDRESSED COMMENTS FROM NCDEQ 0311012021
REV.NO. DESCRIPTIONS DATE
REVISIONS
FILL SLOPE (3:1 MAX.)
clnc, cl nor
FINISH
U,
N.T.S.
BARBED WIRE
3 STRANDS (TYP.)
3" GATE POST
CONCRETE
ENCASEMENT
(TYP.)
COMPACTED BERM
'DEPTH OF TEMPORARY DITCH,
NOTE: * BOTTOM WIDTH (VARIES)
1. DITCH SHOULD HAVE MINIMUM LONGITUDINAL SLOPE OF 0.5%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM.
3. STABILIZE, SEED, AND MULCH IMMEDIATELY AFTER INSTALLATION.
TEMPORARY DITCH MAINTENANCE NOTE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT.
DEPTH
(FT)
TOP WIDTH
(FT)
*BOTTOM WIDTH
(FT)
SIDE SLOPE
(H: V)
CHANNEL LINING
TYPE
SHEAR STRESS
(PSF)
SLOPE
(FT/FT)
AREA
(ACRES)
LENGTH
(FT)
TD #1A
2.00
8.00
0.00
2
SYNTHETIC MAT
1.95
0.078
0.38
341.0
TD #1B
2.00
12.00
0.00
3
STRAW W/ NET
0.73
0.010
2.82
438.0
TD #2
2.00
8.00
0.00
2
STRAW W/ NET
0.27
0.010
0.13
446.5
TD #3
2.00
10.00
2.00
2
SYNTHETIC MAT
1.95
0.069
2.18
662.0
TD #4A
2.00
9.00
1.00
2
SYNTHETIC MAT
1.72
0.085
0.52
336.0
TD #46
2.00
9.00
1.00
2
SYNTHETIC MAT
1.99
0.048
2.42
220.0
TD #5A/PD #5A
1.50
9.00
0.00
3
STRAW W/ NET
1.19
0.050
0.54
260.0
TD #5B/PD #513
1.50
9.00
0.00
3
RIP RAP D50 (12")
3.77
0.097
1.18
292.0
PD #6A
2.00
12.00
0.00
3
STRAW W/ NET
0.45
0.010
1.32
308.0
TD #6B/PD #66
2.00
12.00
0.00
3
RIP RAP D50 (12")
6.69
0.137
2.57
193.0
TEMPORARY DIVERSION DITCH (TDD)
N.T.S.
�,�t�111 f1►��
� • i
' SE/1
.: 043562 •oaf
i� VS. ; *�
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
Dcslgn Depth
I �
Overcut channel 2" tc
during seedbed pr
Typical installation
with arosien corri•rol
blankets ar tur-f
minforeemant nests
interipittent cheeis slat
Shingle -hp spliced ends or begin new
PreparF
initolli
Longitudinal
anchor trench
Longitudinal anchor trench
WCTE5:
1. Design Yelacfties exceeding 2 ft/sec require temporary blankets, mats or sifnllar liners to protect
seed and soil until vegetation becomes Retablished.
2. Gross-Ifned channels with design velocities exceeding 6 tt/sec should include turf rdnfoPcement
mats
at z '
_ ='go-{=
tom:
1. Check slats to be Eo"ucted per mm wfncturers specifies#ions.
2. Stacking or stnpling layout per manufacturers specifications.
Slope surface shall be. smooth before If there is a berm at the tap of
placement for proper, soil contact• slope, anchor upslope of the berm.
Na. 2' + ...,...rJ:�
Siapling pattern ns over f Anchor in6"x5" min, Trench
per mar�afacturem f� and Staple at 12' intervals.
recommendations- f
r' Ain. 6" overlap.
= r
" staple averiaps
max. 5' spacing.
bo not stretch bLrikets/t wt-tin t' Bring rmtarlal down to a level area,
9 t-allow turn the e+1d under 4" and staple at 12'
the rails to any Irregularities. intervals.
For, slopes less 1hon 3H1V, rolls Limp, fertilize,4md seed before frwt Nation. Planting
may be placed in horizontal strips• of shrubs, trees, etc- 6-muld occur after ifi1 r 1 tinm
TEMPORARY CHANNEL LINERS AND EROSION CONTROL MATTING SPECIFICATION:
1. SEE DIVERSION DITCH CHART FOR LINER TYPE.
2. MIN. SHEAR STRENGTH: STRAW WITH NET (OR APPROVED EQUAL) - 1.45 LBS/FTZ
CURLEX I (OR APPROVED EQUAL) - 1.75 LBS/FTZ
CURLEX II (OR APPROVED EQUAL) - 2.25 LBS/FTZ
PSRM (PERMANENT SOIL REINFORCED MAT) - 3.0 LBS/FTZ
* ALL RATINGS ABOVE ARE MINIMUM SHEAR STRENGTH REQUIREMENTS FOR THE MATTING BASED ON
UNVEGETATED CONDITIONS.
** RIPRAP IN CHANNELS AS REQUIRED PER THE ERODES SPREADSHEET MAY BE REPLACED WITH A COIR
MATTING OR SYNTHETIC MATTING AS LONG AS THE MATTING MEETS THE MINIMUM SHEAR STRESS AND
VELOCITY REQUIREMENTS OF EACH INDIVIDUAL DITCH. SHEAR STRESS REQUIREMENTS AND VELOCITY
REQUIREMENTS FOR EACH DITCH ARE OUTLINED IN THE DITCH SCHEDULES.
CONSTRUCTION SPECIFICATION
1. GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS SMOOTH AND LOOSE.
2. WHEN SEEDING PRIOR TO INSTALLATION, FOLLOW THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS,
AND SEEDING AS NOTED IN "SURFACE STABILIZATION 5.1" (GENERAL NOTES) AND AS PER NCDENR STANDARDS.
3. SPREAD SEED BEFORE EROSION CONTROL MATTING IS INSTALLED.
4. MATTING SHALL BE INSTALLED FROM TOP OF BANK TO TOP OF BANK ALONG DITCHES WITHIN DENUDED LIMITS.
MATTING SHALL BE INSTALLED IN ALL DITCHES INDICATED ON PLANS AFTER SOIL IS DISTURBED BY CONSTRUCTION
ACTIVITY.
MAINTENANCE
1. ALL EROSION CONTROL MATTING SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL
OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED AND EROSION MUST NOT OCCUR BENEATH THE EROSION
CONTROL MATTING.
3. ANY AREAS OF THE EROSION CONTROL MATTING THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE
GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED
AREA PROTECTED.
5. MONITOR AND REPAIR THE EROSION CONTROL MATTING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
6. SEE SHEET 2 FOR ADDITIONAL EROSION CONTROL MAINTENANCE NOTES.
EROSION CONTROL MATTING
N.T.S.
ret ra
CONSTRUCTION
hep-Petra Construction, LLC
11330 Vanstory Drive
Suite 101
Huntersville, North Carolina 28078
Phone: [phone]
7
2"-3" COARSE
AGGREGATE OR CLASS A
2"-3" COARSE AGGREGATE J
OR CLASS A OVERLAID WITH
ABC STONE
85' MIN.
i6" DIVERSION TO DIRECT RUNOFF FROM R/W
OSECTION VIEW
SEE NOTE 5 BELOW
CONSTRUCTION 1.
CONTRACTOR SHALL REFERENCE NCDOT DRIVEWAY PERMITS FOR ADDITIONAL TEMPORARY
SPECIFICATIONS:
CONSTRUCTION ENTRANCE INSTALLATION REQUIREMENTS
1.
CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2.
PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON
THE PLANS, AND SMOOTH IT OUT.
3.
PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4.
USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION
IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
5.
CONTRACTOR SHALL INSTALL TEMPORARY CULVERTS WHERE REQUIRED PER NCDOT DRIVEWAY
PERMITS IN ORDER TO MANITAIN POSITIVE DRAINAGE.
MAINTENANCE: 1.
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP -DRESSING WITH
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT IF NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
CONSTRUCTION ENTRANCE
N.T.S.
SECURE WATTLE WITH UPSLOPE AND
DOWNSLOPE STAKES AND STAPLES.
STAKE
MAXIMUM SPACING
A AND B ARE AT EQUAL ELEVATIONS
EA
MATTING
IVI II V. IV LI L/\VLLJI VI\ IVI lII IIIVV
2' MIN. ON UPSLOPE
AND 8' MIN. ON DOWNSLOPE
NOTES:
1. USE MINIMUM 18" DIA. STRAW WATTLE. 20" WATTLES ARE ALSO SPECIFIED.
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND
DOWNSLOPE
AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
3. STAPLE ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM
OF THE SWALE.
4. ENSURE THAT MAXIMUM SPACING BETWEEN WATTLES PLACES THE TOP OF
THE UPSTREAM WATTLE AT THE SAME ELEVATION AS THE DOWNSTREAM
WATTLE (SEE DIAGRAM ABOVE).
MAINTENANCE NOTES:
INSPECT WATTLES AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT. REPAIR ALL DAMAGE IMMEDIATELY.
STRAW WATTLES
N.T.S.
233 RANDOLPH 74 SOLAR
2200 SOUTHERN DRIVE
SHELBY, NC 28105
EROSION CONTROL DETAILS
DATE:
MARCH 2O21
MCE PROJ. #
06836-0005
DRAWN
JPM
DESIGNED
JPM
CHECKED
PMN
PROJ. MGR.
PMN
SCALE
HORIZONTAL:
N/A
VERTICAL:
N/A
Inset A
SLOPE
C6.0
DRAWING NUMBER
REVISION
STATUS: REVIEW DRAWING
NOT FOR CONSTRUCTION

#5 WASHED STONE
1' THICK x THIGH (MIN.)
NCDOT #5 OR #57 WASHED STONE
F\w
0
SILT BAG
�<
O,� CLASS B RIP RAP
PERSPECTIVE VIEW
8' MINIMUM I
SECTION
PIPE INVERT 36" MAX
RIP RAP HEADWALL, 1' MIN
CLASS B RIP RAP HEIGHT FROM ROAD SHOULDER
/ FINISH GRADE
GENERAL NOTES:
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO
PROTECT PIPE INVERTS THAT DRAIN 10 ACRES OR LESS.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS
OTHERWISE NOTED.
3. IN LIEU OF RING FILTER, THE OUTLET PIPE MAY BE COVERED WITH
HARDWARE CLOTH, RIP RAP AND WASHED STONE WHERE A SPILLWAY
IS NOT REQUIRED.
MAINTENANCE NOTES:
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (112 INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE
AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE
STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
AFTER ALL THE SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE
PERMANENT GROUND COVER.
ROCK PIPE INLET PROTECTION
N.T.S.
SAND
SECTION A - A
EXISTING
I. DCSCRtP110iV
THE WORK SHALL CONSIST OF INSTALLING A PUMP AROUND WHEN CONSTRUCTION ACTIVITIES TAKE PLACE
WITHIN THE STREAM CHANNEL.
II. MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO ULTRAVIOLET RADIATION,
TEARING AND PUNCTURE, AND WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL (i.e., SAND,
FINE GRAVEL ETC.).
III. CONSTRUCTION REQUIREMENTS
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS THE FIRST ORDER OF WORK.
2. THE HEIGHT OF THE SANDBAGS SHALL BE AS INDICATED IN SECTION A -A. THE SANDBAGS SHALL BE
PLACED ON A SMOOTH PREPARED SURFACE.
3. ALL EXCAVATED MATERIALS SHALL BE DISPOSED OFF OUTSIDE THE 100 YEAR FLOOD PLAIN UNLESS
APPROVED ON THE PLANS BY THE WRA.
4. ALL DEWATERING OF THE CONSTRUCTION AREA SHALL BE PUMPED TO A WRA APPROVED DEVICE.
5. THE PUMP SHALL BE OF SUFFICIENT SIZE TO CONVEY NORMAL STREAM FLOW.
6. SEDIMENT CONTROL DEVICES ARE M REMAIN IN PLACE UNTIL ALL DISTURBED AREAS ARE STABILIZED AND
THE INSPECTING AUTHORITY APPROVES THEIR REMOVAL.
STREAM CROSSING CONSTRUCTION SEQUENCE:
1. CONTRACTOR SHALL SELECT A PROPOSED SIZE AND LOCATION FOR THE SILT BAG AND SEEK APPROVAL
FROM NCDEQ INSPECTOR PRIOR TO INSTALLATION.
2. INSTALL SILT BAG AS APPROVED BY NCDEQ INSPECTOR.
3. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE TO OUTLET DOWNSTREAM OF PROPOSED
STREAM WORK BUT WITHIN THE LIMITS OF DISTURBANCE.
4. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
5. PLACE DOWNSTREAM IMPERVIOUS DIKE AND INSTALL PUMPING APPARATUS TO DEWATER THE ENTRAPPED
AREA.
6. INSTALL THE PROPOSED PERMANENT CULVERTS IN ACCORDANCE WITH THE PLANS WHILE MAINTAINING
THE PUMP AROUND OPERATION. CONTRACTOR SHALL ENSURE THAT IN -STREAM WORK IS CONDUCTED IN
THE DRY AREA.
7. THE PUMP AROUND AREA IS TO BE STABILIZED WITH MATTING AT THE END OF EACH WORK DAY.
8. AFTER INSTALLATION OF THE CULVERTS IS COMPLETE, ENSURE SITE IS STABLE AND EXCAVATE ANY
ACCUMULATED SILT BEFORE REMOVAL OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND
TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKE FIRST).
9. DIVERT STREAM FLOW THROUGH THE CONSTRUCTED CULVERT.
10. REMOVE SILT BAG AND PROPERLY DISPOSE OF CAPTURED SEDIMENT AND SILT BAG. STABILIZE DISTURBED
AREAS WITH SEED AND MULCH.
11. BEGIN FILL OF ROADWAY BED.
12. CONTRACTOR TO ENSURE ALL WORK AND DISTURBANCE FALLS WITH THE LIMITS OF DISTURBANCE.
STREAM PUMP AROUND
NOT TO SCALE
�,�ry�CAltow
l l l f1►��
r, 1
� • i
' SEA
043852lop
•oaf
B REVISED SURVEY AND ADDRESSED NCDEQ STORMWATER MANAGEMENT COMMENTS 0612812021
A ADDRESSED COMMENTS FROM NCDEQ 0311012021
REV.NO. DESCRIPTIONS DATE
REVISIONS
pace ��d .• .,� t ,•• ••�.1 •r - °a6
gg yy . a (- : ,7 ' `:. �t : + •' L } "- '` '. 1 °tea
°aoaa° °°° L•.a •' ..••i.;'.• .•. �� •.,r r,•'•"r..' 1' �'•.�•L '11t••l:•1 Do
FLOWFIL
as •- ': .••'�, •-• •; ;•.a f .. J e:ti` 4.-�' '. I �4
ado °��°a as a 1•... - < y. �;.iL.��'~ .'.'•p; 1:..aL .
.a
d °4 PQapO °a d�a--t1r"i��i.��..ai.`a ��L-�•, .• 1�-
tl�ddd°°°���aa °D 6Q O�4 O a Dp •°D° °da pDa d Y
°dace °aced 4aadP a daAaa `paced �° ad°d�°d a
PUMP DISCHARGE HOSE 12 IN MIN.
ULCH, LEAF/WOOD COMPOST,
PLAN VIEW WOODCHIPS. SAND. OR STRAW BALES
STRAP
:: :; . e :;:•.: �; jt;.?5 :: ;;: ':'•' SLO
FLOW PE
.. ... .. 5X MAX.
ELEVATION FILTER BAG
8 IN MIN.
CONSTRUCTION SPECIFICATIONS
1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.
2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR
STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A
STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG.
3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE
WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING
RATE.
4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR
AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT
FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END
OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON
REMOVAL OF THE DEVICE.
5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE
SLEEVE TO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE
MANUFACTURED FROM A NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL
VALUES (MARV) FOR THE FOLLOWING:
GRAB TENSILE 250 LB ASTM D-4632
PUNCTURE 150 LB ASTM D-4833
FLOW RATE 70 GAL/MIN/FT2 ASTM D-4491
PERMITTIVITY (SEC-1) 1.2 SEC-1 ASTM D-4491
UV RESISTANCE 70% STRENGTH 0 500 HOURS ASTM D-4355
APPARENT OPENING SIZE (AOS) 0.15-0.18 MM ASTM D-4751
SEAM STRENGTH 90% ASTM D-4632
6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP
CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES
DISPLACED.
ALTERNATF WAI I
CONF
0T
1T
0
T
W
FT
SECTION
SEE STD. 20.23 AND 20.24
i
i� i t�,
0
�4
,
S
E _ ITI _
END VIEW
FILTER BAG DETAIL
N.T.S.
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
12'
2-1/4'
4'
2'-0"
4'-l'
2'-0'
6'-l'
730
15"
2-1/4-
6"
2'-3"
V-10"
2'-0-
6'-1'
730
IS-
2-1/2-
9"
2'-3"
S-10-
3'-0-
6'-1'
1190
24"
3"
10"
S-8"
2'-6"
4'-0'
V-2"
1770
30"
3-1/2'
1'-0"
4'-6"
V-8"
5'-0'
V-2"
2380
36"
4"
V-3"
5'-3"
2'-11'
6'-0'
8'-2"
5320
42"
4-1/2-
V-9"
V-3"
T-11"
V-6"
8'-2"
5920
W.
5"
2'-0"
6'-0"
2'-2"
7'-0'
8'-2'
7470
54'
5-1/2'
2'-3"
W-6"
2'-10'
7'-6'
8'-4"
8810
60'
6'
V-8"
5'-0"
3'-3"
8'-0'
8'-3"
11180
66'
6-1/2'
3'-0"
6'-0"
2'-3'
8'-6'
8'-3'
12530
72"
7"
3'-0"
6'-B"
V-9"
9'-0"
8'-3'
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2. WALL B.
3• ALL CONCRETE TO BE 3600 P.S.1 COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5, PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION DETAIL
N.T.S.
v
v NFIAD,4&CMED
8020 Tower Point Drive
Charlotte, North Carolina 28227 r'1 '
Phone: [phone], Fax: [phone] r e t r a
NC License# F-1222 CONSTRUCTION
www.mckimcreed.com
NOT TO SCALE
Construction 1. Ensure that the subgrade for the filter and riprap follows the required lines
and grades shown in the plan. Compact any fill required in the subgrade to the
Specifications density of the surrounding undisturbed material. Low areas in the subgrade on
undisturbed soil may also be filled by increasing the riprap thickness.
2. The riprap and gravel filter must conform to the specified grading limits
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removing the riprap and placing another piece of filter cloth over the damaged
area. All connecting joints should overlap so the top layer is above the
downstream layer a minimum of 1 foot. If the damage is extensive replace
Y g � p
the entire filter cloth.
4. Riprap maybe placed by equipment, but take care to avoid damaging the
filter.
5. The minimum thickness of the riprap should be 1.5 times the maximum
stone diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard,
angular,. highly weather -resistant and well graded.
7. Construct the apron on zero grade with no overfill at the end. Make the
top of the riprap at the downstream end level with the receiving area or slightly
below it.
S. Ensure that the apron is properly aligned with the receiving stream
and preferably straight throughout its length. If a curve is needed to fit site
conditions, place it in the upper section of the apron.
9. Immediately after construction, stabilize all disturbed areas withv egetation
(Practices 6. 10, Temporary Seeding, and 6.11, Permanent Seeding).
Maintenance Inspect riprap outlet structures weekly and after significant (1 /2 inch or greater)
rainfall events to see if any erosion around or below the riprap has taken place,
or if stones have been dislodged. Immediately make all needed repairs to
prevent further damage.
OUTLET STABILIZATION STRUCTURE
SPECIFICATIONS AND MAINTENANCE
WITH LINER, NO GRAVEL APPROACH
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
MIN.
rA
0 O CD
O
0 SANDBAGS fTYP.)
OR STAPLES
O
O
Z
q
0
10 MIL
1:1 PLASTIC SANDBAGS (TYP.)
SIDE SLOPE LINING OR STAPLES
0
0
0 (TYP.)
0 O CP
0 .Qs�
O
A
CLEARLY MARKED SIGNAGE
SECTION A -A
CONCRETE
NOTING DEVICE (18"X24" MIN.)
WASHOUT
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
PLAN
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
HIGH
10'-0' IN.
SANDBAGS (TYP.)
COHESIVE &
B
OR STAPLES
LOW FILTRATION
HIGH
SOIL BERM
O O
O O
10 MIL COHESIVE &
PLASTIC LINING LOW FILTRATION
�PI) E SLOPE SOIL BERM
z
O
0
10-
0 0 `°
N
O
O
2 >
o
0
0 4
MM��
0
2`0„
O
O y ,
SECTION B-B
B
SANDBAGS
NOTES:
PP.)
OR STAPLE
1. ACTUAL LOCATION DETERMINED IN FIELD
CLEARLY MARKED SIGNAGE
2. THE CONCRETE WASHOUT STRUCTURES
CONCRETE
NOTING DEVICE (18"X24" MIN.)
SHALL BE MAINTAINED WHEN THE LIQUID
WASHOUT
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
PLAN
&CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
RIPRAP TO EXTEND
TOP t
SILT FENCE TO I
INSTALLED OVI
TOP OF FI
SILT FENCE I La
ICHNNELAWBOTTOM
OUTLET(FT.)
NO.H
(FT.)
(FT.)
(IN.)
LINING
CLASSIFICATION
BASINS (130THL
3
8
9
6.0
CLASS A
CULVERT 1
6
13
15
10.8
CLASS B
CULVERT #2
10.5
22
26
20.4
CLASS 1
PD #5
9
8
11
6.0
CLASS A
PD #6
9
8
11
6.0
CLASS A
STONE CLASSIFICATIONS OF CLASS A REQUIRE A
SUBLAYER OF FILTER FABRIC OR FS-2 FILTER STONE
WITH A BEDDING THICKNESS OF 6".
RIPRAP OUTLET PROTECTION DETAIL
CLASS 8 RIP
V-6" MIN.
N.T.S.
))i_)))_111_ A MAXIMUM SPACING B
A AND B ARE AT EQUAL ELEVATIONS
V-6" MIN.
I�'1 c wncurn crnur
4• TO 6'
CROSS SECTION
PLAN
IAX
INTER
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM ABOVE).
Maintenance a--ddomi &atiewtvmddraDa e"si=(Ir2
arch or greats) ranim event and replw lately_ Clean flat seduumr,
strain, limbs, or other debris that ouddcIngthe channel Aben needed_
Anticipate sukm ugence and depom m shove the cheek dam and emmon from
tvgh tmis arnrmd the edges of the dni Comm& all dump =iediatety. If
Agnifieanl umsicm ccoms b wen dams, additional mnns can be taken
sucb as, insmilmg a prctwbme ripmp Iffi m that portion of the cbmwl
{Pral:ace 631, i prr� rye and Pam Cfarmds)_
Rem ne seomaea accondated behind the dams as nemM to prevent damage
to cha d Vffgfftalbom, a aw the chmod to dram through the stone rluu I den,
and prevent loge flmas km cwgm3 seti®ent mw the dam. Add stores to
dams as needed to maintain design height and am seams.
i
CONCRETE WASH DETAIL TEMPORARY ROCK CHECK DAM (RCD) DETAIL
N.T.S. N.T.S.
233 RANDOLPH 74 SOLAR
2200 SOUTHERN DRIVE
hep-Petra Construction, LLC
11330 Vanstory Drive S H E L BY, NC 28105
Suite 101
Huntersville, North Carolina 28078
Phone: [phone] EROSION CONTROL DETAILS
SCALE
C6.1
HORIZONTAL:
N/A
DRAWING NUMBER
VERTICAL:
N/A
REVISION
TATus: REVIEW DRAWING
NOT FOR CONSTRUCTION