NCC215706_Site Plan or Location Map_20211019

°
EX. DROP INLET °
N/F
TOP 24.33
INV. 21.61 �
° I ° N/F I WOLF SUMMIT COAL CO. EX. DROP INLET
° GREGORY POOLE EQUIPMENT CO. ° EX. SSMH N0. 1 A BRUNSWICK COUNTY ZONING: IG EX. SSMH TOP 24.48
f EXIST SSMH xIScr
T SSMH TOWN OF BELVILLE ZONING: I i RIM 26.55 XIST SSMH RIM 26.63 INV. 21'.68 ,� W I N�
RIM 26.54 RIM 24.46 USE: INDUSTRIAL ',Aa
USE: VACANT INV 18.27 RIM 2s.7s INV. 20.94 INV. 19.63 x _ 1 INV 17.55 INV. 20.83 = x
i INV 17.15 -- -- -- -- -- -- -- lN�.•Z�- -- -- - -- -- -- -- -- -- -- -- -- -- •
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EX. 8 C-900 PVC WATER MAIN 3 MIN BURY
bl -------- --------- 3_-- ---- ---- --- ------ - ------ -- ---- - ---��
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REVISIONS
Q
Date Description By
INV. 21.06
76
INV. 21.03
OPEN CUT EXIST. ASPHALT
RESTORE TO ORIGINAL CONDITIONS
N/F
INMAN MANAGEMENT INC.
TOWN OF BELVILLE ZONING: I
USE: INDUSTRIAL
0603'00" W
.37'
XTSF >
z `I- n��r. I (1) 8"x4~ TEE I WI of
PROPOSED
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z o Z 1 i o ..,... I I APPROXIMATE o! o
6 I b 95 x12O BUILDING
o J a i i EXIST. METAL HANDICAP RAMP W SIGNAGE (TYP.) z i
LOCATION OF EXIST. °
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~ 1 i REAR SETBACK_ S06°08'52"W 498.02' x _ __oh x S 610 0 W ~
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t �_ SEX. SPOIL PILE 1 r-30 30 -M
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t BRUNSWICK REGIONAL WATER (Sc SEWER 1­12G0 i ( I I .$.� ° Y;.
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0Q SITE DATA: USE: VACANT
Q I II ' I I I ( ."•- N
° OWNER: BURT MOODY IMPERVIOUS AREA °
° 0
1'
JBS ASSOCIATES, LLC EXISTING BUILDINGS 20,865 SF
I
° DEVELOPER: JBS ASSOCIATES, LLC PROPOSED BUILDINGS 73,600 SF°`ht
o ' 150 BACKHOE ROAD EXISTING ASPHALT 25,800 SF
o BELVILLE, NC 28451 °I, • '"
° PROPOSED ASPHALT 73,389 SF
° J M 910_371_ 0860 I
EXISTING SIDEWALK 140 SF 1
SITE ADDRESS (PER BrCo GIS): 150 BACKHOE ROAD ' I
0 a W a PROPOSED SIDEWALK 10,433 SF 1 SD[
�' ° o � BELVILLE, NC ° � ._-L-
o 6 i ii EXISTING GRAVEL 21,600 SF ° I O
i 0::Q a0 :ofm f 0O o BRUNSCo. PARCEL No. 0470003610 OFFSITE (H2GO PARCEL) 4,438 SF I N
W > 012 a N °- 0470003614 FUTURE 347,393 SF i
N ° Z ° Y U) 0 Z LATITUDE & LONGITUDE 34'12'19"N 78'01'50"W TOTAL IMPERVIOUS AREA 578,658 SF
0 -0o m � `� ° 3 � ZONING I (INDUSTRIAL) PARKING REQUIRED
Q" w z USE OFFICE/WAREHOUSE OFFICE
z ° PROJECT AREA 4.53 Ac.+1.2.65 Ac.+2.3 Ac. (19.48 Ac. TOTAL) WAREHOUSE 14,400 SF/300 SF 48
a- N DISTURBED AREA 7.95 ACRES 1 /3 EMPLOYEES 1 /TRUCK = 48 EMPLOYEES/3 16
° SETBACKS: REQUIRED/PROVIDED /
FRONT 25 76 PARKING REQUIRED 64 ° BRUNSWICK REGIONAL WATER & SEWER H2GO
' SIDE INTERIOR 10'/130' PARKING PROVIDED 135 BAR SCALE 1 " 50' TOWN OF BELVILLE ZONING: I
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EX. DROP INLET
TOP 24.33 INV. 21.06
N/F I WOLF SUMMIT COAL CO. INV. 21.61 EX. DROP INLET I to '
° GREGORY POOLE EQUIPMENT CO. I BRUNSWICK COUNTY ZONING: IG EX. SSMH TOP 24.48
EXIST SSMH I xIST SSMH TOWN OF BELVILLE ZONING: I I XIST SSMH RIM 26.63 INV. 21.6a
RIM 26.54 RIM 24.46 USE: INDUSTRIAL
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INMAN MANAGEMENT INC.
TOWN OF BELVILLE ZONING: I
USE: INDUSTRIAL
REVISIONS
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SITE DATA: USE: VACANT I I €
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° OWNER: BURT MOODY IMPERVIOUS AREA
° JBS ASSOCIATES, LLC EXISTING BUILDINGS 20,865 SF , I I ( 10 II IF E
° DEVELOPER: JBS ASSOCIATES, LLC 150 BACKHOE ROAD PROPOSED BUILDINGS 73,600 SF
o ' EXISTING ASPHALT 25,800 SF { w
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0PROPOSED ASPHALT 73,389 SF
910-371-0860 EXISTING SIDEWALK 1,140 SF •• -p _AO'�S E .
SITE ADDRESS (PER BrCo GIS): 150 BACKHOE ROAD Y •
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a w a PROPOSED SIDEWALK 10,433 SF
®cr w o ° Q BELVILLE, NC EXISTING GRAVEL 21,600 SF I �-- "! 30P
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I EX. OUTLET STRUCTURE I
DATE 09-07-21
0 a. Y � I o � LATITUDE &LONGITUDE 34'12 19 N 78'01 50"W TOTAL IMPERVIOUS AREA 578,658 SF 1
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D VERIFY EXISTING UTILITY LOCATION,
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43-1
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INVERT, MATERIAL, SIZE AND DEPTH PRIOR TO INSTALLATION.
.
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2) NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM,
SITE PLAN
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DITCH OR DRAINAGE -WAY.
3) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
1
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HORIZONTAL
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4) THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT
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40' 20'
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120'
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TOWN OF BELVILLE ZONING: I
DITCH USE: INDUSTRIAL
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NOTES:
1) CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITY LOCATION,
INVERT, MATERIAL, SIZE AND DEPTH PRIOR TO INSTALLATION.
2) NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM,
DITCH OR DRAINAGE -WAY.
3) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES BEFORE ANY CONSTRUCTION BEGINS.
4) THE CONTRACTOR IS RESPONSIBLE FOR 'TEMPORARY SEDIMENT
AND EROSION CONTROL MEASURES WHILE CONSTRUCTION IS IN
PROGRESS.
5) THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL
DISTURBED AREAS.
6) THE CONTRACTOR IS RESPONSIBLE FOR :LAY DOWN & STOCKPILE
AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL
SEWER PROFILE
µ _ ________ _ _mm_... 150 BAC K H 0 E R D 3
____.
BRUNSWICK COUNTY, NORTH CAROLINA
._ . .
F
{
TWP ENS
419 Chestnut Street
_____._.__._. T.___. Wilmington, North Carolina 28401
_.._.€:_.____ ..__. _ _____.._.____ ._.___._.___ _. _.__ ____..______ _...., _,_,_.1.____.__._._._ __ __ __,..._...__._ ,....__. ___ � Phone [phone]
Fax
�. ._._._.._._._........._ �_.______ ......_.�,_..,......,. ... _�...._...�...". �..._.... _._._......_.._.._._._., ' .. g.... .,.__..._ ...__._....._...�.......__.......__._ _�m _.._�_. __._..........._�.___ „_...�., .. __,. ..: _ _... ..........._........ 11COlSE No. 27 —5631
RI9
©22Po3P.C.
NC
{ r
AWING
_
17374 -
H f2I�.
_- TOWN OF BELVILLE
..
(EREVNO. DESCRIFMON DATE i \\,� N NORTH CAROLINA
1 +00 2+00 3+00 4+00 5+00 6+ 0 7+00 8+00 REVISIONS
rTE:-07-21
SCALE:1" = 50'
1" = 5'
DRAWN:
ACB
CHECKED:
PGT
PROJECT NO:
21016
SHEET NO:
C4
OF: 4 of 6
011
25
20
15

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1CONSTRUCTION ERA
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 f 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.
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
days after ceasing
days
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) 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
Tem (era StaFtllzattO�
., a_�.�1?. _+.
'
. _.. ..� fc'?1abFvSsr1 .. �_
e 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
e Structural methods such as concrete, asphalt or
retaining walls
e 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.
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 are
as 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.
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet awayfrom storm drain inlets,
nets, 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.
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete r sidue in accordance with local
and state solid waste regulations and at an a rov d facility.
g pp Y
3. Manage washout from mortar mixers in accordanc 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 oil this detail.
5. Do not use concrete washouts for dewatering or st ring defective curb or sidewalk
sections. Stormwater accumulated within the was out may not be pumped into or
discharged to the storm drain system or receiving urface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain nlets 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 c ntrols may be required by
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 identily this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sandbags or of er temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, removeremaining leavings and dispose of
in an approved disposal facility. Fill pit, if app►icabl , and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodentic des in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in the r 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.
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.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended inspection is days and this will determine if a site ins l 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
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event> 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
4 Perimeter of
At least once per
If visible sedimentation is found outside site limits then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to 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 III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity,construction or redevelopment, permanent
p ,
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.
7calendar i ection requirement.
NOTE: The rain inspection resets the required day inspection q
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 inspection an sign ins report
Lg p n ep rt that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SG measures are modified after initial
L I La
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 Ian documents above the following items shall be kept on the
adds &SC p e s g 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:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
b Records f inspections made during the previous twelve months. The permittee shall
() eco ds o p g p
record the required observations on the Inspection Record Form provided by the
Division orsimilar inspection form that includes
all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART 11, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment
nt basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdrawwater from the surface when these devices need
ed 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 weath
er).
.
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 ill, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
0
PART III
SELF -INSPECTION, RECORDKEEPING
TIVE: 04/01 /19
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:
e They are 25 gallons or more,
e They are less than 25 gallons but cannot be clean d up within 24 hours,
- They cause sheen on surface waters (regardless f volume), or
e They are within 100 feet of surface waters (regar less of volume).
ces in excess of re o tabl quantities under Section 311
(c) Releases of hazardous substances p e
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 FR 117.3) or Section 102 of CERCLA
R f:4 CFR 2.4G.S.3-215.85. e OC 30 or �j
( ) I
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit t at may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence thal must be reported, he shall contact
the appropriate Division regional office within the timeA rames and in accordance with the
other requirements listed below. Occurrences outside iormal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-036&
Occurrence
------------
Reporting Timeframes (After Discover
) and Other Requirements
_
(a) Visible sediment
- Within 24 hours, an oral or electron
c notification.
deposition in a
- Within 7 calendardays, 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 require
nent for a written report on a
case -by -case basis.
- if the stream is named on the NC 30
d list as impaired for sediment -
related causes, the permittee may be
required to perform additional
monitoring, inspections or apply mo
a stringent practices if staff
determine that additional requirem
nts are needed to assure compliance
with the federal or state im aired -voters
p
conditions.
b Oils ills and
() p
- n r e
Within 24 hours, a oral or electron
ic notification. The notification
release of
shall include information about the
. ate, time, nature, volume and
hazardous
location of the spill or reliase.
substances per Item
1(b)-(c) above
(c) Anticipated
__
- A report at least ten days before the
date of the bypass, if possible.
bypasses f40 CFR
The report shall include an evaluatic
n of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
- Within 24 hours, an oral or electron
c notification.
bypasses [40 CFR
- Within 7 calendar days, a report th
t includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
- Within 24 hours, an oral or electron
c notification.
with the conditions
-Within 7 cal endardal s a report th
Y, P
t contains a description o th
p f e
of this ermitth t
p a
noncompliance, and its causes; the
eriod 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(l)(6).
- Division staff may waive the require
ent for a written report on a
case -by -case basis.
I
I NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19 1
#sf
SPEOFICAMIQ v
f. UlWORIIL.Y GRADE A SWM DEPROM N APPROAOWIO
2. DRIVE 5-roar SIM Poll. 2 FEET WO TtE GROUND
0111HsmOR ON A
A�lIIOli( TS�[NCFES AROWO WEE,
AT LFASr WEEKLY AND AFTER EACH
i TO AN EVEN OPAL 5. ONCE THE
SIWIFTCANr OR GREATER) PAtEALL EYEM. CW MI THE
DRAINAW AREA NO BEEN SEAMUZEI). REMM
MM WNiE dF ANY DEBRIS OR OitFR O6M00I3TC PROVIOE
I SEDINIM AND C AmM FINAL M MING
ADEOI.MTE FILM FOR SUBSEQUENT ROM TAKE CANE NOT
To OU ACE OR LRmmcur THE WIRE MESH DURING
AREA PROPERLY MID STABILIZED Q WBH
SWI ENT REMI REPLACE STONE AS NEEDEA
LL.
y11E
41ARdiMARE CLdiM AID t,aRA11EL
ICILY PRdiEL'7fON
STEEL POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEE
17
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32- IN W ti AND
SHALL HAVE A MIN. OF SIX LINE WIRES WiTH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
3t1" IN WIDTH. "FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
& STEEL POST SHALL BE 5'-O' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
Itr r r
TXIr x e, x im
r r -I ao° r r x x x
E � r'Zxxx
J WAS M 01C 1.2 WAS M so a 1A swum M1q Is as soAm M m ID Uaanm F R a0 W
4d SLOPES at SAFES 21 ELOPES MM ROW TO HM1lL
DIAGRAM (Z) DIAGRAM (g) DIAGRAM © DIAGRAM Q DRAM 0 OLAGdtAM OF ONGRAM O
BASIC INSTALLATION GUIDELINES
THESE GUIDELINES ARE RECOMMENDATIONS ONLY. ANY QUESTIONS ABOUT THE
INSTALLATION SHOULD BE CONFIRMIED WITH YOUR
YO LOCAL .DISTRIBUTOR
1. PREPARE THE SOIL SURFACE INCLUDING RAKING, SEEDING AND FERTILIZING.
2. BEGIN THE INSTALLATION PROCESS
BY DIGGING A TRENCH 6" DEEP BY 6" WIDE AT
THE TOP OF THE SLOPE. PLACE 12" OF BLANKET OVER THE UP -SLOPE PORTION OF
THE TRENCH. SECURE THE BLANKET AT THE BOTTOM OF THE TRENCH WITH STAPLES
PLACES 12" APART. COMPACT AND BACKFI L E L C THE TRENCH. APPLY
SEED AND FOLD
REMAINING 12" of BLANKET OVER SOIL SECURE WITH A ROW OF STAPLES
E PLACE 12
APART ACROSS THE WIDTH OF THE BLANKET. (SEE DIAGRAM A)
3. ROLL THE BLANKET VERTICALLY DOWN THE SLOPE. SECURE
USING THE
H APPROPRIATE
STAPLE PATTERN SHOWN HERO SP
ECIFIED P ECIFIE D BY SLOPES.
4. PARALLEL BLANKETS MUST BE OVERLAPPED BY A MINIMUM 4" AND SECURED WITH A
ROW OF STAPLES PLACES APPROXIMATELY 3' APART. (SEE DIAGRAM B)
5. ADDITIONAL VERTICAL BLANKETS CAN BE JOINED USING A MINIMUM 4" OVERLAPPING
(SHINGLE STYLE) IN THE DIRECTION OF WATER FLOW. CONNECT THE BLANKETS BY
USING STAPLES APPROXIMATEYI2" APART ACROSS THE WIDTH OF THE BLANKET. (SEE
DIAGRAM C)
6. FOR MAXIMUM PERFORMANCE A CHECK SLOT SHOULD BE PLACED AT 25'-40'
INTERVALS. A 6" DEEP BY 6" WIDE TRENCH IS MADE. THE BLANKET IS PLACE T THE
BOTTOM OF THE TRENCH AND COVERED WITH APPROXIMATELY 2" OF SOIL. THE
BLANKET IS ROLLED OVER COMPACTED SOIL AND SECURED WITH STAPLES PLACES 4"
APART. A SECOND ROW OF STAPLES SHOULD BE PLACES 4" BELOW IN A STAGGERED
PATTERN. BACKFiLL AND COMPACT THE TRENCH. APPLY SEED AND CONTINUE WITH
GENERAL INSTALLATION. (SEE DIAGRAMS D & E)
7. THE END OF THE BLANKET MUST BE SECURED IN A 6" x 6" TRENCH WITH A ROW OF
STAPLES PLACED AT 12" INTERVALS. (SEE DIAGRAM F)
EXCELSIOR MATTING INSTALLATION
NTS
.SITE
1.
WORK NOTES
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
TD APORARY SEEDING SPECIFICATION
SEEDING MIXTURE
CONDITIONS BOTH ON AND ''IMMEDIATELY ADJACENT TO THE SITE.
SPECIES RATE (Ib/acre)
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
g 120
espedezo
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
AAnnnuoi (Kobe in
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
LATE WINTER Ae Piedmont and coastal Plain,
Korean in Mountains} 50
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
EARLY SPRING
Omit annual lespedeza when
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
duration of temporary cover is not
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
to extend beyond June.
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
German Millet 405.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
SUMMER in the Piedmont and mountains, a
small -stemmed aundangrasa may be
substituted at a rate of 50 if/acre
6.
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
FALL Getman Millet 40
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
SEMING DATES
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
Mountains -Above 2500 fh Feb. Feb. 1-- 1May 1 May 15
LATE WINTER & Below 2500 tt:
PROPERLY PERMITTED FACILITY AS REQUIRED.
EARLY SPRING Piedmont - Jan. 1-May 1
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
Coastal Plain - Dec. 1-Apr. 15
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
Mountains - May 15-Aug 15
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
SUMMER Pwmo t - may1-Aug Apr. 15iwg
CoastalTHEIR
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
15
INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
Mountains - Aug 15-Dec 15
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
Fes- coastal Plain and Piedmont -Aug 15-Dec 30
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
SOIL AMENDMENTS
APPROPRIATE PERSONNEL.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
11.
EXISTING SURVEYING PERFORMED BY CAPE FEAR ENGINEERING AND SUPPLIED BY THE OWNER.
LF/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
Le/ACRE 10-10-10 FERTILIZER.
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
MULCU
PRIOR TO INSTALLATION.
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
DISK H BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
MAIbff,bE
AT FINAL GRADE.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OR OTHER DAMAGE.
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
PERMANENT GRASSING DETAIL
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
SEEDING MIXTURE
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
SPECIES RATE (Ib acre)
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
SPRING SERICEA LESPEDEZA 30
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
COMMON BERIAMA&VSS 10
SUMMER GERMAN MILIZ 1c
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
TALI- FESCUE 50
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS Ili WITH RUBBER GASKETED JOINTS
.FALL TALL FESCUE 200
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
WINTER RVE ((el£No�OF 2 OR s IMPROVED yARIEnEs)
25.
19)
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY MIXED, QUICK DRYING,
SEEDING NOTES SPRING -SUMMER)
NON BLEEDING. "REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
1. WHERE A NEAT APPEARANCE IS DESM. OMiT SERKE
ww
NIGHT,
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED STIES WHERE R CANNOT BECOME
20.
DUCTILE IRON SHALL BE CLASS 50.
A PEST, 8MMUCAGRAss MAY BE REPLACED WiTH 3 Ib/ears CeRPEDEWASS.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
SEEDING DATES
STRENGTH OF 3000 PSI ®', 28 DAYS - AIR ENTRAINED.
SPRING APRII. i - JULY 15
SUMMER
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
Fes" JANUARY - APRIL
23.
SEE GEOTECHNICAL REPORT NO. -----_-_, DATED ___ , BY ---_-_--
WINTER AUGUST - °ECEMIM
-_ FOR ADDITIONAL REQUIREMENTS.
SOIL AMENDMENTS
CONSTRUCTION
SEQUENCE
SPRING APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
SUMMER lb/am ND AGRICULTURE LIMESTONE AND Sao lb/acre to-10-10
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
Z
FEIRIIII FALL APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
WINTER 3.000-5.000 Ib/acre GROUND AGRICULTURE LIMESTONE (USE THE LOWER
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
RATE ON SANDY SOILS) AND 1,000 Ib/acre 10-10-10 FERTILIZER.
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
MULCj
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
APPLY 4,000 libacre GAIN STRAWOR EQUNARNT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACIONG WiTH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
CONSTRUCTION.
WITH A WLA.CH ANCHOR WG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
MAINTENANCE
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
SPRING REFERTiLIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS
CLEANED OUT AS STATED OR WHEN HALF FULL.
GROWTH REQUIRES. MAY
MOWED ADo°RENESUMMER APPEARANCE ISDESIRED. OM CEAAND ASNEEDED.
5.
IF APPLICABLE, CONSTRUCT' PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 LF/ACRE NITROGEN IN
FALL
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
JANUARY OR FEBRUARY. 40 LB IN SEPTEMBER AND 40 LB IN NOVEMBER,
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
WITTIER FEAR 1 APPLICATIONS DURING SIMILAR WEATHER, MASS THIS INCREASES
6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
STAND LOSSES TO DISEASE. RESEED, FERnuzE, AND MULCH DAMAGE
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
DESCRIPTION
TIMUMME
TIMER ME
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER (HQW)
ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR
THAN 3:1
LESS IN LENGTH AND
ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES
FLATTER
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
WITH SLOPES
14 DAYS
NONE (EXCEPT FOR
PERIMETERS AND
FLATTER THAN 4:1
HQW ZONES)
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.'
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN 'EVENT
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
NP�DpES'GAROUNDp
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
'A
STABILIZATION CRITERIA
4 DFROMS HE DITCHESL BE OUTNED IMMEDIATELYREMOVE OR OBSTRUCTIONS
DWILLLALSO
AREA THECDIVERS ON BEREPAiREDMENT
SWALES MUSTU
NTS
TEMPORARILY STABILIZED 'WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
THE SEDIMENT FENCE WILL 'BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
SITE POLLUTANTS NOTES
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
1. LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE, AND
STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
HAZARDOUS OR TOXIC WASTE. THIS LOCATION SHALL BE AT LEAST 50'
AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
AVAILABLE.
OR IS DAMAGED.
2. DUMPING OF PAINT OR OTHER LIQUID BUILDING MATERIAL WASTES IN
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
STORM DRAINS IS PROHIBITED.
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
3. LITTER AND SANITARY WASTE -THE PERMITTEE SHALL CONTROL THE
THE SEDIMENT POOL NO .LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE. TEAR, DECOMPOSE OR BECOME
THE SITE.
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
4. LOCATE EARTHEN -MATERIAL STOCK PILE AREAS AT LEAST 50' AWAY
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
FROM STORM DRAIN INLETSAND SURFACE WATERS UNLESS IT CAN BE
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
5. CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE
BEEN HALF FILLED WITH 'SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
W
WATERS, WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
SHALL BE DISCHARGED FROM THE SITE.
REPLACED IF THEY TEAR,' DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
6. ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, OR
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID
THE HEIGHT OF THE 1 ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
WASTE REGULATIONS.
WILL BE KEPT CLEAN.
7. SOIL STABILIZATION SHALL BE ACHEIVED ON ANY AREA OF A SITE
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
I. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS.' ALL
ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
9. FLOCCULATES WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
ii. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATIONWITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE
BUILDING WASTE HANDLING 1r
LAST LAND -DISTURBING ACTIVITY.
1. NO PAINT OR LIQUID WASTES IN STREAMS OR STORM DRAINS. .
8. CONDITIONS -IN MEETING THE STABILIZATION REQUIREMENTS ABOVE,
2. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE LOCATED50' FROM "' '
THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
i. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON HER OR OTHER SITE -SPECIFIC CONDITIONS
3. EARTHEN -MATERIALS STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO
THAT MAKE COMPLIANCE IMPRACTICABLE
REASONABLE ALTERNATIVES AVAILABLE.
ii. ALL SLOPES 50 IN LENGTH OR GREATER SHALL APPLY TO GROUND
4. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS
COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1.
BUFFERS.
SLOPES LESS THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS
INSPECTIONS
EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1, THE 7-DAY
REQUIREMENT APPLIES.
1. SAME WEEKLY INSPECTION REQUIREMENTS.
iii. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM
AU D
2. SAME RAIN GAUGE AN INSPECTIONS AFTER. 0.5" RAIN EVENT.
THE 7-DAY GROUND CO VER REQUIREMENT.
3. INSPECTIONS ARE ONLY REQUIRED
ED DURING NORMAL BUSINESS HOURS.
iv. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE
4. INSPECTION REPORTS MUST 'BE AVAILABLE ON -SITE DURING BUSINESS HOURS UNLESS A SITE -SPECIFIC
7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS
EXEMPTION IS APPROVED.
STEEPER THAN 2:1.
5. RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. 1
v. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND
6. ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS.
COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE
CZ
ALLOWED ON A CASE -BY -CASE BASIS.
SEDIMENT BASINS
vi. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL
COMMISSION -DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC 04A.
1. OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS DRAINAGE AREA IS LESS THAN 1
0105), STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS
ACRE.
2. USE ONLY DWQ-APPROVED FLOCCULENTS.
SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE
WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACT.
NPDES-SPECIFIC PLAN SHEETS 'NOTES
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCGO10000.
2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STORMWATER PERMIT
NCG010000 ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000.
4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT A PART OF
THE APPROVED PLANS FOR THE PURPOSES OF ENFORCEMENT ACTION UNDER THE COUNTY CODE.
REVISIONS
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21016

REVISIONS
Date Description By
R2 ADDED NOTE TO
InR is iF r,Racq -WAIF nF All MLV
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-BN-47
FOR YARD INLETS
cc
PLAN
CONC. COLLA 1`7t—F
1
ASPHALT PAVEMENT
ELEV. VARIES
io - I
» 2, 0»
BRICK MASONRY In
Flow �
io I 4"
3000 PSI CONC.
.4
(- _ NOTE:
DROP INLET TO HAVE SAND
TRAP
OPENING OAS SHOWN&
SECTION
DROP INLET DETAIL
NTS
&PR TOOLED
BROOM FINISH PERPENDICULAR
TO PEDESTRIAN FLOW DIRECTION
PLAN
e SIDEWALK
C CE E 6PS
6x6-10/10 W.W.M.-1 L COMPACTED
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
Nib
NOTE:
SEE PERMANENT GRASSING DETAILS
FOR PERMISSIBLE GRASS LININGS
TYP I CAL GRASS SWALE
N S
t�
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0
LL_
c>
w
z
0'
F_
z
w
0
NEENAH R-7514
HANDHOLE FRAME & LID
OR APPROVED EQUAL
FINISH GRADE
z
5
a
Z STONE FILL 4" THICK
0
w
C
w
w
m
8 45' WYE BRANCH OR
z 45' BEND AS REQUIRED
= BY SITE PLAN
in
18" 0 CONC. COLLAR,
6" THICK
THREADED CLEAN -OUT
PLUG, CAST IRON
45' BEND
SERVICE LATERAL
NOTES:
1. CLEAN -OUT PIPE AND FITTINGS SHALL BE THE SAME DIAMETER AND MATERIAL AS THE SERVICE LATERAL.
2. PROVIDE CLEAN -OUTS WHERE INDICATED ON THE PLANS.
3. D.I.P. CLEAN -OUTS SHALL HAVE BRONZE -THREADED CLEAN -OUT PLUG.
4. WHERE CLEAN -OUTS ARE INSTALLED ON PIPING UNDER PRESSURE, ALL JOINTS SHALL HAVE RETAINER
GLANDS OR OTHER APPROVED METHOD OF RESTRAINT. ALL RISER PIPE, FITTINGS AND CLEAN -OUT PLUG
SHALL BE WATERTIGHT AND RATED FOR THE PRESSURES PRESENT AT THE PARTICULAR POINT OF
INSTALLATION.
SANITARY SEWER SERVICE LATERAL CLEANOUT
NTS
r-1" ACCEPTABLE SINGLE METER BOXES
FORD
LYLV-141-243 TP
McDONALD
776-208-PC2G437
MUELLER
H-1462-K
* OR APPROVED EQUAL
VARIES SEE PLAN
CENTERLINE OF WATERLINE
MIN
w,
y
WATER MAIN CORP. STOP
SERVICE SADDLE
1. OR APPROVED EQUAL - MUST
ACCOMMODATE SENSUS WATER
METER WITH AMR/AMI
2. LID TO BE NON LOCKING TYPE
CAST IRON METER
BOX WITH DUAL
CHECK VALVE
CURB
STOP, TYP
'\- 1 "x1 " COMPRESSION WYE
AS NEEDED (SEE WYE
PLAN VIEW)
1" CTS POLY TUBING
200 PSI SDR 9 SERVICE LINE
w
z
NOTE:
1) CONTRACTOR SHALL PLACE METER BOX IN NON -TRAFFIC AREA AT
LOCATION SPECIFIED BY BRUNSWICK COUNTY ENGINEERING DEPARTM NT.
2) METERS SHALL BE SET BY BRUNSWICK COUNTY.
3) METER BOXES SHALL BE CAST IRON WITH DUAL CHECK VALVES.
4) 1 1 /2" AND 2" METERS WILL REQUIRE 2" CTS POLY TUBING.
5) 1 1 /2" AND 2" METERS WILL REQUIRE A METER BOX SIZED ADEQUATELY
TO HOUSE A 1 1/2" OR 2" SENSUS METER.
-4 IA" _ 7" 4ZTAkmARf1 WATPR TAP lM4ZTAI I ATIr
z
d
w
w
SECTION A —A MgEDO EQUA'
ENERGY DISSIPATOR
NTS
y h
kI
. ,T.
ENERGY DISSI�PATOR DATA
lop,
STIR. #
Q25
V
L
W
D
PIPE SIZE
(CFS)
(FPS)
(ft)
(ft)
(inch)
5
1
25.5
3.4
10'
10'
18"
36"
FE
5' SQUARE EASEMENT
-SERVICE LINE CONNECTION
BY OTHERS
WATER METER-SENSUS AMR/AMI, PER SPECS, OR
APPROVED BY BRUNSWICK COUNTY ENGINEERING &
UTILITIES DEPARTMENT
CRUSHED STONE
BLOCK SUPPORT OR
STONE AS NEEDED
SERVICE CONNECTION
INSTALLATION GUIDELINES
ASSEMBLY SHALL BE LOCATED AS ASSEMBLY SHALL BE
CLOSE TO THE SERVICE CONNECTION HORIZONAL AND LEVEL
AS POSSIBLE WITH NO CONNECTIONS UNLESS APPROVED FOR
BETWEEN THE WATER METER AND OTHER ORIENTATION(S)
THE BACKFLOW PREVENTION ASSEMBLY
ALL PIPING SHOULD BE
HYDRAULICALLY CALCULATED BY
BRASS WATER USER FOR ONSITE USAGE
—\
WATER METER
CURB SUPPORTS
(AS NEEDED)
BRASS
FLOW
N ONSITE THERMAL EXPANSION CONTROL
(AS NEEDED)
w
THRUST BLOCKS
(AS NEEDED)
SUPPORTS
(AS NEEDED)
n
THRUST BLOCKS
(AS NEEDED)
ALL BACKFLOW DEVICES TO COMPLY WITH USC STANDARDS
BACKFLOW PREVENTION ASSEMBLES ARE TO BE USED WITHIN THEIR RATED OPERATING CONDITIONS.
PRESSURE: BACKFLOW PREVENTION ASSEMBLIES TYPICALLY HAVE MAXIMUM WORKING WATER PRESSURES (MWWP)
OF 150 PSI (1034 KPa) OR 175 PSI (1206 KPa). ASSEMBLIES ARE DESIGNED TO OPERATE CONTINUOUSLY AT
THIS PRESSURE, WHICH IS IDENTIFIED ON THE ASSEMBLY.
TEMPERATURE: BACKFLOW PREVENTION ASSEMBLIES ARE DESIGNED TO OPERATE CONTINUOUSLY AT
THEIR MAXIMUM WORKING WATER TEMPERATURE (MWWT), WHICH IS IDENTIFIED ON THE ASSEMBLY.
RATE OF FLOW: BACKFLOW PREVENTION ASSEMBLIES ARE DESIGNED TO OPERATE CONTINUOUSLY UP TO
THEIR RATED FLOW (i.e. GALLONS PER MINUTE - GPM'; OR LITERS PER SECOND -L/S).
A FIBERGLASS HOT BOX IS REQUIRED(CONCRETE PAD IS OPTIONAL).
RPZ — 3/4" OR 1 "
NTS SD 1-10
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
6" OR THICKNESS
OF BASE MATERIAL z'
1 1 /2„ c�i�' -•t-
PAVEMENT v
—►I 12" 12"
ruUKtU IIN I LAUL
CONCRETE COLLAR
(3000 PSI MIX)
GATE VALVE
POURED IN PLACE CONCRETE
COLLAR (3000 PSI MIX) OR
APPROVED PRECAST COLLAR
VALVE BOX
VALVE BOX SHOULD NOT CONTACT
VALVE OR MAIN. PLACE PEA GRAVEL
UNDER BOX FOR SUPPORT.
elC TAY0
'�- NO CONCRETE SHALL
BLOCKING MIN._, ------
IN. TOUCH BOLTS OR
BEARING AREA=1 FT. SQ. GLANDS. WRAP BOLTS
NOTES: & GLANDS W/PLASTIC.
1. 2" GATE VALVES SHALL F.I.P. THREADS. CONNECTION TO THE PIPE SHALL BE
MADE WITH BRASS NIPPLE AND SCH. 40 PVC F.I.P.T. X SLIP ADAPTERS.
2. GATE VALVES GREATER THAN 2" SHALL BE MECHANICAL JOINT.
3. WIRE FROM MAIN INTO VALVE BOX AND UP.
M.J. VALVE AND VALVE BOX
NTS
BLOCKING
DIMENSIONS
PIPE SIZE
0
UP TO 10"
4'-0"
2'-6"
3'-0"
12" TO 18"
6'-0"
4'-0"
5'-0"
18" TO 24"
8'-0"
6'-0"
6'-0"
an
^o GRADE
BACKFILL UNDISTURBED SOIL
0
SQUARE
SECTION - PLUG
PLAN - BEND fNT.O
GRADE
18'MIN BACKFILL UNDISTURBED SOIL
�O
PLAN - TEE SECTION - BEND & TEE
CONCRETE BLOCKING DETAILS
NTS
�t.i'
3' MIN.
10' MAX.
D.I. OR PVC MAIN
CONCRETE THRUST COLLAR
WITH ANCHOR RING
3/4" THREADED BRIDLE
RODS (BITUMASTIC COATED)
CONCRETE PAD
OR BLOCKING
Cl VALVE BOX
MAIN LINE SIZE
GATE VALVE
2" BRASS NIPPLE
TAPPED MECHANICAL PLUG
NOTE:
SEE SPECIFICATIONS FOR SUPPORT
OF VALVE & VALVE BOX IN SOILS
OTHER THAN LOOSE DRY SAND
2" BLOWOFF ASSEMBLY
m
2" BRASS CAP & NIPPLE
2" BRASS
2" BRASS 90' BEND
-THRUST COLLAR
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DATE 09-07-21
DESIGN PGT
DRAWN EJW
C6
SHEET 6 OF 6
21016