NCC211755_Site Plan or Location Map_20210324

MT GILEAD
,--� CHURCH RD
70
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SITE
VICINITY MAP (NTS)
LEGEND:
EIP -
EXISTING IRON PIPE
Zo
EIS -
EXISTING IRON STAKE
M
ISS -
IRON STAKE SET
Co
R/W
- RIGHT OF WAY
C,
W/O
- WITHOUT
M
PB -
PLAT BOOK
DB -
DEED BOOK
0.
PG -
PAGE
SF -
SQUARE FEET
NTS
ERRS
- NOT TO SCALE
- EXISTING RAIL ROAD SPIKE
N
EXT
EXISTING
LOD
- LIMITS OF DISTURBANCE
--X--
- SILT FENCE
CON
ENT - CONSTRUCTION ENTRANCE
PROP
- PROPOSED
NOTES:
AREA BY COORDINATES
NO HORIZONTAL CONTROL FOUND WITHIN 2000'
THIS SURVEY DID NOT HAVE THE BENEFIT OF A TITLE
REPORT AND IS SUBJECT TO MATTERS THAT IT MAY
DISCLOSE
PROPERTY SUBJECT TO BOTH ABOVE AND OR BELOW
GROUND UTILITIES AND OR EASEMENTS
THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD
AREA PER F.E.M.A. MAP # 371097200K AND MAP #
3710977100K
EFF DATE: 1 1-17-2017 ZONE X
IMPERVIOUS CALCULATIONS
HOUSE - 0.088 ACRES
DRIVE - 0.088 ACRES
POLL AREA - 0.052 ACRES
TOTAL - 0.228 ACRES
R� PRuS\K
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35' \PR / \ \ XI o� o� \\ \ J Q
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\ \\ n/ \ \ / I 0 \ \ J
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\\ ,� \ �� / X1\ 2.981 ACRES \\ \\
\ II \ TOTAL - 2.981 ACRES \ \
\ \ -, �\ X \ �
1 \ " - J - I 0.028 ACRES IN STREAM \ \
\ �� I \ 0.504 ACRES IN 50' BUFFER \ \
4 _
STREAM ARE
� INCLUDING O NOT
\\ `�O '\ , ADO -� }/ 22.4-49 ACRES NNOT INCLUDING BUFFER & \\ \
1.532 AG�RES �, / O,O� O . �/ \ STREAM AREA \
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--_ NPNG 1028
O5E 906 PG399
?\�g FR 1 g5
I, BENTON W. DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION DEED BOOK 2034 _ PAGE _597__ MAP #_ 2020 PAGE_ 285 _-
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION FOUND IN BOOK _2020 PAGE ___285 %�:'aa]1fw'`.
THAT THE RATIO OF PRECISION OR POSITIONAL ACURACY AS CALCULATED IS .,'` ,?• .a• *."!°;' /,� f,
15,000+ " Q , Ceti `-"4 8•
THAT THIS PLAT WAS PREPARED IN ACCORDANE WITH - Z Q. n
G.S. 47-30 AS AMMENDED. WITNESS MY ORIGINAL SIGNATURE, _ i sa 4
�o
LICENSE NUMBER AND SEAL THIS L
h DAY of MARCH_____, A.D. 20 21_ 1 •. I c..;
A, nn�� .�
''�,ddPf AV,geA 10b1
BENTON W. DEWAR, NCPLS - 3040
BENTON W. DEWAR AND ASSOCIATES
PROFESSIONAL LAND SURVEYOR
5920 HONEYCUTT ROAD
HOLLY SPRINGS, NC 27540
PH. # [phone]
FAX # [phone]
CONSTRUCTION SEQUENCE
1. SUBMIT A LAND DISTURBING PERMIT APPLICATION AT LEAST 30 DAYS PRIOR TO ANY LAND
DISTURBING ACTIVITY OCCURRING.
2. ORGANIZE ONSITE PRE -CONSTRUCTION MEETING WITH DREW BLAKE (919-548-6715) TO
REVIEW SITE PLAN PRIOR TO LAND DISTURBING ACTIVITIES. LAND DISTURBING PERMIT AND
APPROVED PLANS WILL BE PROVIDED AT THIS MEETING.
3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES ACCORDING TO INFORMATION DISCUSSED
DURING THE PRE -CONSTRUCTION MEETING. MINIMAL CLEARING MAY OCCUR IN THE IMMEDIATE AREA
OF ALL MEASURES TO PROVIDE FOR INSTALLATION.
4. CONTACT CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF TO SCHEDULE AN
INSPECTION OF ALL INSTALLED MEASURES.
5. PERMITTED LAND DISTURBING ACTIVITIES MAY BEGIN UPON APPROVAL OF THE INSTALLED
MEASURES.
6. COMPLETE SELF INSPECTIONS WEEKLY AND WITHIN 24 HOURS OF A 0.5" GREATER RAINFALL
EVENT. E-MAIL ALL INPECTIONS REPORTS TO CHATHAM COUNTY WATERSHED PROTECTION
DEPARTMENT STAFF WITHIN 24 HOURS OF INSPECTION.
7. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT
FENCE, INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY
ARE HALF FULL. CLOGGED SILT FENCE OUTLETS MUST BE REFRESHED/REPLACED. SILT FENCE
CANNOT HAVE HOLES OR TEARS.
8. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
a. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.(IF APPLICABLE)
b. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE WITH
TEMPORARY SEEDING AND REOSION CONTROL MATTING.(IF APPLICABLE)
c. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, STABILIZE AREA WITH SEED AND
MATTING IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF SEVEN(7) DYS.
d. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE
UPON WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FIFTEEN(15)
CALENDER DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
e. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION
IMMEDIATELYFOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO
FINAL INSPECTION.
9. REISTALLED ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE
MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION,
OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES.
10. MEASURES MUST BE INSTALLED AT THE BACK OF CURB TO RESTRICT ALL VEHICLE ACCESS TO
THE CONSTRUCTION ENTRANCE. ALL MEASURES MUST BE INSTALLED ACCORDING TO THE APPROVED
PLAN UNLESS APPROVED IN THE FIELD BY CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT
STAFF(APPROVED FIELD REVISION).
11. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED, BY THE
CHATHAM COUNTY WATERSHED PROTECTION DEPARMENT STAFF ONLY, PRIOR TO REMOVAL OR
INSTALLATION. CONTACT CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF TO
REQUEST AN INSPECTION AND OBTAIN A SIGN -OFF ON THE PLANS OR AN APPROVED FIELD REVISION.
12. ONCE GRADING AND CONSTRUCTION ACTIVITIES ARE COMPLETE, TEMPORARY MEASURES ARE
REMOVED, AND THE SITE IS STABILIZED, CALL CHATHAM COUNTY WATERSHED PROTECTION
DEPARTMENT STAFF TO SCHEDULE THE FINAL INSPECTION.
13. NOT GOING TO PAVE THE ROADS THEY WILL REMAIN GRAVEL.
14. ONCE THE FINAL INSPECTION IS COMPLETE THE PERMIT WILL BE CLOSED AND NO ADDITIONAL
GROUND DISTURBING ACTIVITIES CAN OCCUR.
15. CONSTRUCTION OF HOMES TO BE BUILD AFTER ALL ROAD WORK IS FINISHED
/ NOTES :
SIT TO KEEP 1.THIS DETAIL APPLIES ONLY TO ENTRANCES OF
)N SITE INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS.
2. SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
12'
A ❑NSITE CONCRETE WASHOUT
0 0 SANDBAGS (TYP,) STRUCTURE WITH LINER
'Ell
OR STAPLES
SANDBAGS (TYP.)
O HIGH M1Q' 10 MIL HIGH ES
COHESIVE & 1 MIL
COIfSIVE &
O O LOW FILTRATION B l,l SIDE SLOPE LOW FILTRATION
10 MIL SOIL BERML LINING SOIL BERM
O O O O PLASTIC O c, O -
SILT FENCE 1.1 SANDBAGS <TYP.)
SIDTYPLOPE LINING OR STAPLES E10
Z0 GD �ziKx
-2! cx 0 Co 0 6' SECTION B-B 2' �.af
(1 fwe<
SECTI❑N A A
B
CLEARLY MARKED SIGNAGE SANDBAGS (TYP.)
CONCRETE NOTING DEVICE (18'X24' MIN.) OR STAPLES
vASHOur
NOTES-
CLEARLY MARKED SIGNAGE
1. ACTUAL LOCATION DETERMINED IN
CONCRETE NOTING DEVICE (18'X24' MIN.) FIELD
NOTES' wasHOur
1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT
PLAN STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
2. THE CONCRETE WASHOUT STRUCTURES SHALL REACHES 75% OF THE STRUCTURES
BE MAINTAINED WHEN THE LIQUID AND/OR PLAN CAPACITY TO PROVIDE ADEQUATE
SOLID REACHES 75% OF THE STRUCTURES HOLDING CAPACITY WITH A MINIMUM
CAPACITY. 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE 3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
CLEARY MARKED WITH SIGNAGE NOTING DEVICE. SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
NDT TO SCALE
8' MAX.
VARIABLE AS DIRECTED BY THE
ENGINEER
SILT FENCE FABRIC
MIN. 10 GA. INSTALLED TO SECOND
LINE WIRES WIRE FROM TOP
MIN. 12 -1 2 GA.
A
INTERMEDIATE
-�-
WIRES
GRADE GRADE
GRADE
FRONT VIEW
NOTES :
1. USE SILT FENCE ONLY WHEN DRAINAGE
DOES NOT EXCEED 1/4 ACRE PER 100 FT.
OF FENCE AND NEVER IN AREAS OF
CONCENTRTATED FLOW.
2. OVERLAP 12 INCHES WHEN SPLICING FABRIC.
3. FOR REPAIR OF SILT FENCE FAILURES USE
STEEL POST
DETAIL 04000.23.
WOVEN WIRE FABRIC IS ALWAYS REQUIRED
O
I
f.,
SILT FENCE GEOTEXTILE FABRIC
C. N
FILL SLOPE
.
GRADE
o -
6" MIN. COVER OVER SKIRT
N
a
� ANCOR SKIRT AS
DIRECTED BY ENGINEER
SIDE VIEW
NO SCALE
STANDARD TEMP❑RARY
SILT FENCE D2018N013BER
SHEET 1 OF 1
SPECIES
RATE(Ib/acre)
DATES
RYE(GRAIN)
120
JANUARY 1 - MAY 1
ANNUAL LESPEDEZA
50
GERMAN MILLET
40
MAY 1- AUGUST 15
RYE(GRAIN)
120
UGUST 15 - DECEMBER 31
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
lb/acre 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 ACHORING TOOL. A DIST WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE AND MULCH IMMEDIALTELY FOLLOWING EROSION OR
OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS
DETAIL NUMBER
2018-20
SHEET 1 OF 1
FILTER
#57
TO
PART III
SELF -INSPECTION, RECDRDKEEPING AND REPORTING
SECTION A, SELF -INSPECTION
are Self -inspections required during normal business hours in accordance with the table
P 9 9
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 q ency
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 inspection is days and this will determine if a site ins ( P
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
7calendardays
2. Date and time ofthe inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
even,> 1.0 inch in
properly,
24 hours
S. 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 ofthe inspection,
outfalls (5130s)
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
S. 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.
(S) 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
r offsite
and within 24
activity, then a r ord 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
Re ional Office er 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
ofgrading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation thatthe 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, RECDRDKEEPING AND REPORTING
SECTION H� RECDRDKEEPING
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
g Y
of the approved E&SC Ian or complete, date
PP P P
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
Ian. This documentation is required upon on the 9 p
initial installation ofthe 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 ofthe 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
P 9 P
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,
(Q) This General Permit as well as the Certificate of Coverage, after it is received.
(10) Records of inspections made during the previous twelve months, The permittee shall
record the required observations on the Inspectlon Record Form provided by the
Division or a similar Inspection form that Includes all the required elements. Use of
electronlcaLLy-avallabLe 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 122.411
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,
(10) 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,
(OI) 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.
--SILT FENCE FABRIC
FI�RDWIRE CLOTH
ON WIRE FENCE
ON WIRE FENCE STEEL FENCE POST
STEEL FENCE POST
PLAN VIEW
WIRE FENCE -
HARDWARE CLOTH
FILTER OF 1 INCH DIAMETER
57 WASHED STONE
NOTE :
USE SILT FENCE OUTLETS ONLY WHEN DRAINAGE
AREA DOES NOT EXCEED 1/4 ACRE AND THERE
18,
IS A LOW AREA. USE AS A REPAIR OF SILT
FENCE FAILURES.
FLpyy
oa u
DIRECTION o
^-
k
- 6'
SIDE VIEW u
12" OVERLAP
2 MAX. 12" OVERLAP
STEEL FENCE POST
HARDWIRE CLO
SILT FENCE FABRIC
WIRE FENCE
-
GRADE
I A
6"
NOTE :
FRONT
BURY WIRE FENCE HARWARE CLOTH
VIEW AND SILT FENCE FABRIC 6 INCHES (NTO
NO
SCALE THE TRENCH.
TEMPORARY SILT
FENCE OUTLET SHEET 1�1IAF
SHEET 1 OF 1
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
011UN11 �1`611 PRACTICES FOR COMPLIANCE
Implementing the details and specifications on this plan sheet will result in the
construction activity being considered compllant with the Ground Stabilization and
Materials Hamoung 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
Re uired Ground Stabilization Timefromes
Stabilize within this
many calendar
Site Area Description
days niter ceasing
Tlmeframe variations
Land disturbance
(a) Perimeter dikes,
swales ditches and
7
None
perimeter slopes
es P
(b) High Quality Water
(HOW) Zones
7
None
(C)
If slopes are 10' or less In Length and are
9P
Slopes steeper than
7
not steeper than 2-1, 14 days are
311
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4,1
(d)
-7 days for perimeter dikes, swales,
Slopes 30 to 4Q
14
ditches, perimeter slopes and HOW
Zones
-10 dos for Falls Loke Watershed
days for perimeter dikes, swales,
(e) Areas with slopes
�-7
ditches perimeter slopes and HOW Zones
P P
flatter than 4-1
14
-10 days for Falls Lake Watershed unless
there Is zero slope
NoteAfter the permanent cessation of construction activities n areas with temporary pe any a p ary
round stabilization shall be converted to e...nent round stabilization as soon as
g gr
ound
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 stablllzation Is achieved.
GRnDND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the sell. 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
. H droseedin
Y g
. 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
retainin walls
g
. Rolled erosion control products with grass seed
POLYACRYLAMI➢ES (PAMS) ANO FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the INC 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
PP Y P PP
PAMS/Flo CCUtO1etcsln accordance with the manufacturer's instructions.
4. Provide pending 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.
ALL DISTURBED AREAS
MARCH 1
-AUGUST 31
SEPTEMBER 10
- FEBRUARY 28
50#
TALL FESCUE
50#
TALL FESCUE
10#
CENTIPEDE
10#
CENTIPEED
25# BERMUDA
GRASS(HULLED)
25# BERMUDA
GRASS(HULLED)
500#
FERTILIZER
500# FERTILIZER
4000#
LIMESTONE
4000#
LIMESTONE
WASTE AND
BORROW AREAS
MARCH
1 -AUGUST 31
SEPTEMBER 10
- FEBRUARY 28
75#
TALL FESCUE
75#
TALL FESCUE
25 BERMUDA
GRASS HULLED
25# BERMUDA
GRASS(HULLED)
500
FERTILIZER
500#
FERTILIZER
4000#
LIMESTONE
4000#
LIMESTONE
PERMANENT SEEDING/MULCHING SPECIFICATIONS
DETAIL NUMBER
2018-021
SHEET 1 OF 1
PART III
SELF -INSPECTION, RECDRDKEEPING AND REPORTING
SECTION C, REPORTING
1, Occurrences that Must be Reported
Permittees shall report the following occurrences,
(Q) Visible sediment deposition in a stream or wetland.
(ID) 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).
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.
(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.
(01) Anticipated bypasses and unanticipated bypasses,
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2, Reporting Tlmeframes 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 tlmeframes 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
w Within 24 hours, an oral or electronic notification.
deposition in a
w Within 7calendar 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
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case -by -case basis.
w 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
w 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
w 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
w Within 14 hours, an oral or electronic notification.
bypasses [40 CFR
w Within 7calendar days, a reportthat includes an evaluation ofthe
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
w Within 14 hours, an oral or electronic notification.
with the conditions
w Within 7calendar 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(I)(6).
w Division staff may waive the requirement for a written report on a
case -by -case basis.
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
contalners.
PAINT AN, OTHER LT(,,,,, 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, P n sized and laced appropriately for the needs of slte.
PP P Y
5, Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
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 slit fence or lace
• P P P
on n 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 property 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
avallable.
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 tlmefromes 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.
EFFECTIVE: 04/01/19
LQNLRETE 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 Inaccordance with the above Item and In
addition place the mixer and associated materials on Impervious barrier and within
lot perimeter slit 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 avallable, use one of the two
types of temporary y concrete washoutsprovided on this detall.
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 Inlets) 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 ad In front of the washout. Additional controls may be required b the
P Y q Y
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 c m tetlon 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.
1. Store and apply herbicides, pesticides and rodenticides In accordance with (abeL
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
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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 AN➢ TOXIC WASTE
1, Create designated hazardous waste collection Wrens 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.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
OWNERS
EMPIRE CONTRACTORS, INC
PO BOX 162
SCALE: 1 )) = 50' APEX, NC 27502
50 0 25 50 100 200
EROSION CONTROL PLAN FOR: DATE: MARCH 11, 2021
EMPIRE CONTRACTORS, INC PARCEL AKPAR - 94422
LOT 5 MINOR SUBDIVISION FOR
EMPIRE CONTRACTORS, INC
PLAT BOOK 2020 PAGE 285 SCALE: 1 " = 50'
DEED BOOK 2034 PAGE 597 PARCEL ZONING - R-1
NEW HOPE TOWNSHIP
CHATHAM COUNTY - NORTH CAROLINA LOT5 EMP\21\700