WQ0041085_Final Permit_20210429

VICI\ITY VAP
JOB NUMBER:
LANS
HENSON ROAD I. FT STATION
1
& FORCE MAIN
FOREST CRTY OWNSHEP
CONTACT I N FOKMATION :
ODOM ENGINEERING, PLLC
ATTN: DAVID ODON/ , PE or SCOTT ROACH, EIT
I G9 OAK ST, EOKEST CITY, NC 28043
828-247-4495
]RUT1HERFO]RID COUNTY, N0C0
OW:R:
RB?HERFOR1D CO I\
HARRIS ELEM
LEGEND
UTILITY/STRUCTURE
EXISTING
PROPOSED
OVERHEAD ELECTRICAL
UNDERGROUND ELECTRICAL
NATURAL GAS
OVERHEAD TELEPHONE
FIBER OPTIC
SANITARY SEWER
WATER
FORCEMAIN
CULVERT
FIRE HYDRANT
GATE VALVE
SEWER MANHOLE
POWER POLE
PROPERTY LINE
MAJOR CONTOURS
MINOR CONTOURS
CULVERT DRAINAGE AREA
CHANNEL DRAINAGE AREA
TSP DRAINAGE AREA
TEMPORARY SILT FENCE
TEMPORARY DITCH/BERM
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GENERAL NOTES:
I . A MANDATORY PRE -CONSTRUCTION MEETING
SHALL OCCUR BEFORE ANY CONSTRUCTION
BEGINS. A REPRESENTATIVE FROM THE
CONTRACTOR'S OFFICE, ODOM ENGINEERING,
AND NCDEQ ARO (828-296-4500).
2. CONTRACTOR TO CALL NCDEQ ARO
(828-296-4500) AT LEAST 48 HOURS PRIOR
TO LAND DISTURBING ACTIVITY IS TO BEGIN.
3. CONTRACTOR IS TO DO SELF -INSPECTIONS PER
1 5A NCAC 045 .013 I SELF INSPECTIONS'. SEE
DETAIL SHEET.
4. GRADED SLOPES AND FILLS SHALL BE
PROTECTED WITH A ROLLED EROSION CONTROL
PRODUCT IF COMPLETED OUTSIDE THE OPTIMUM
GERMINATION SEASONS, WHEN UNFAVORABLE
WEATHER CONDITIONS PREVENT ESTABLISHMENT
OF VEGETATIVE COVER.
5. CONTRACTOR TO CONTACT ENGINEER
IMMEDIATELY UPON DISCOVERING ANY
DISCREPANCIES IN THE MELD NOT SHOWN ON
PLANS.
G. ANY ACTIONS OR COST INCREASE ABOVE AND
BEYOND CONTRACT WITH OWNER/DEVELOPER
SHALL BE APPROVED BY ENGINEER. ANY
ADDITIONAL WORK OR COST INCREASE
COMPLETED BY CONTRACTOR WITHOUT SAID
WRITTEN APPROVAL FROM ENGINEER, SHALL
BECOME CONTRACTORS FINANCIAL
RESPONSIBILITY AND NOT THE
OWNER/DEVELOPER.
7. CONTRACTOR SHALL PLACE SEDIMENT SOCKS
AS NEEDED ALONG ENTIRE ROUTE OF FORCE
MAIN. PLACEMENT SHALL BE AT THE DISCRETION
OF THE ENGINEER OR CONTRACTOR.
8. CONTRACTOR SHALL PUT IN PLACE ALL
SEDIMENT $ EROSION SILT FENCE $ INLET
PROTECTION CONTROL MEASURES ALONG
FORCE MAIN PRIOR TO EXCAVATING PROPOSED
DITCHLINE. ALSO, MATTING SHALL BE INSTALLED
OR IN PLACE AT THE END OF EACH WORKING
DAY.
9. CONTRACTOR SHALL LIMIT INSTALLATION TO A
MAXIMUM OF 1500 LF per DAY.
10. CONTRACTOR SHALL REMOVE ALL MEASURES
USED FOR SEDIMENT $ EROSION CONTROL
UPON PERMANENT STABILIZATION OF ALL
DISTURBED AREAS.
1 . LIFT STATION ADDRESS:
HENSON RD.
FOREST CITY, RUTHERFORD COUNTY,
NORTH CAROLINA 28139
2. PARCEL #: I G 10404
PIN #:I 536860296
DEED BOOK: 845 PG: 550
SKEET INDEX
TITLE
COVER
NOTE
OVERALL PLAN
PLAN AND PROFILE
PUMP STATION PLAN
PUMP STATION DETAILS
DETAI LS
2-3
4
5- 19
20
21
22
19023
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DESCRIPTION
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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ASBUILT PLANS FOR
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RUTHERFORD COUNTY, NC
FOREST CITY
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SCALE: N.T.S.
DATE: 04/23/2021
DRAWN BY: LCT
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET:
1 OF 22

JOB NUMBER:
19023
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Plotted on:
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
perimeter slopes
7
None
(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
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
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
will not dislodge the soil. Use one of the
Stabilize
techniques
the ground sufficiently so that rain
in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
SANDBAGS (TYP.)
OR STAPLES
SILT FENCE
0 0 0
CONCRETE
WASHOUT
'1h-A
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"5(24" MIN.)
PLAN
1:1
SIDE SLOPE
(TYP.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
10 MIL
PLASTIC
LINING
SANDBAGS (TYP.)
OR STAPLES
SECTION A -A
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.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE
WASHOUT
10'
MIN
B
oZ
10 MIL
PLASTIC LINING
Y:1
SIDE SLOP
TYP. )
x6
SECTION B-B
SANDBAGS (TYP.)
ORGH STAPLES
HICOHESIVE &
LOW FILTRATION
SOIL BERM
SANDBAGS (TYP.) NOTES:
1. ACTUAL LOCATION DETERMINED IN
FIELD
OR STAPLES
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
PLAN
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGN AGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1.
2.
3.
Create designated hazardous waste collection areas on -site.
Place hazardous waste containers under cover or in secondary containment.
Do not store hazardous chemicals, drums or bagged materials directly on the ground.
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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ASBUILT PLANS FOR
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RUTHERFORD COUNTY, NC
FOREST CITY
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O-
SCALE: N.T.S.
DATE: 04/23/2021
DRAWN BY: LCT
CHECKED BY: DWO
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
PROJECT MGR: DWO
SHEET:
2 OF 22 A

JOB NUMBER:
19023
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Plotted on:
SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self
below.
personnel
which
greater
performed
were
-inspections are required during
When adverse weather or
to be in jeopardy, the inspection
it is safe to perform the inspection.
than 1.0 inch occurs outside
upon the commencement
delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDOs)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
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.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be documented in the manner
1.
site
E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC Plan.
Initial and date each E&SC Measure on a copy
of the approved E&SC Plan or complete, date
and sign an inspection report that lists each
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
in accordance with the approved E&SC
Plan.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC Measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC Measures.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.
2.
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).
(a) 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
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 Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
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
release of
hazardous
substances per Item
1(b)-(c) above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill or release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(I)(7)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
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.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
w
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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ASBUILT PLANS FOR
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RUTHERFORD COUNTY, NC
FOREST CITY
bC
SCALE: N.T.S.
DATE: 04/23/2021
DRAWN BY: LCT
CHECKED BY: DWO
PROJECT MGR: DWO
EFFECTIVE: 04/01/19
SHEET:
3 OF 22 A

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HARRIS
SCHOOL
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ASBUILT.dwg
HENSON RD LIFT STATION & FORCE MAIN\DWG\19023
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PAGE 17]
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PAGE 16
PAGE 15
PAGE 14
PAGE 13
PAGE 12
JOB NUMBER:
19023
N
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
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JOB
19
NUMBER:
0 2 3
,,-
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DATE
------
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980
980
DESCRIPTION
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15A NCAC 18C .0906 RELATION OF WATER MAINS TO SEWERS
/
/
(a) Lateral Separation of Sewers and Water Mains. Water mains shall be laid at least 10 feet laterally
/-
From existing or proposed sewers, unless local conditions or barriers prevent a 10-foot lateral/
separation -in which case:
w
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In
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WET WELL
RIM: 930.00
INV: 924.00
(1) The water main is laid in a separate trench, with the elevation of the bottom of the water main
/
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at least 18 inches above the top of the sewer; or
I HEREBY CERTIFY THAT THI`
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
/
(2) The water main is laid in the same trench as the sewer with the water main located at one side
on a bench of undisturbed earth, and with the elevation of the bottom of the water main at least
930
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18 inches above the top of the sewer.
(b) Crossing a Water Main Over a Sewer. Whenever it is necessary for a water main to cross over a
sewer, the water main shall be laid at such an elevation that the bottom of the water main is at least 18
inches above the top of the sewer, unless local conditions or barriers prevent an 18 inch vertical
950
9 5 0
separation --in which case both the water main and sewer shall be constructed of ferrous materials and
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NUMBER:
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980
980
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(a) Lateral Separation of Sewers and Water Mains. Water mains shall be laid at least 10 feet laterally
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I HEREBY CERTIFY THAT HIS
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WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT 1 AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
'
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(1) The water main is laid in a separate trench, with the elevation of the bottom of the water main
at least 18 inches above the top of the sewer; or
950
(2) The water main is laid in the same trench as the sewer with the water main located at one side
on a bench of undisturbed earth, and with the elevation of the bottom of the water main at least
160 LF OF 4"0
8" X 0.25 W/
DIP CL-350 IN
SPIDERS
18 inches above the top of the sewer.
ENCASED
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(b) Crossing a Water Main Over a Sewer. Whenever it is necessary for a water main to cross over a
be laid bottom least
9 50
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sewer, both the water main and the sewer shall be constructed of ferrous materials and with joints
equivalent to water main standards for a distance of 10 feet on each side of the point of crossing. A
be the
section of water main pipe shall centered at point of crossing.
n A n
13+00 14+00 15+00 16+00 17+00 18+00 19+00
20+00 21 +00 22+00 23+00 24+00 25+00
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ASBUILT PLANS FOR
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ph: 828.247.4495 fax: [phone]
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19
NUMBER:
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15A NCAC 18C .0906 RELATION OF WATER MAINS TO SEWERS
(a) Lateral Separation of Sewers and Water Mains. Water mains shall be laid at least 10 feet laterally
From existing or sewers, unless local conditions or barriers a 10-foot lateral
DATE
proposed prevent
separation -in which case:
990990
(1) The water main is laid in a separate trench, with the elevation of the bottom of the water main
at least 18 inches above the top of the sewer; or
(2) The water main is laid in the same trench as the sewer with the water main located at one side
on a bench of undisturbed earth, and with the elevation of the bottom of the water main at least
m
18 inches above the top of the sewer.
(b) Crossing a Water Main Over a Sewer. Whenever it is necessary for a water main to cross over a
sewer, the water main shall be laid at such an elevation that the bottom of the water main is at least 18
DESCRIPTION
inches above the top of the sewer, unless local conditions or barriers prevent an 18 inch vertical
separation --in which case both the water main and sewer shall be constructed of ferrous materials and
with joints that are equivalent to water main standards for a distance of 10 feet on each side of the
point of crossing.
(c) Crossing a Water Main Under a Sewer. Whenever it is necessary for a water main to cross under a
sewer, both the water main and the sewer shall be constructed of ferrous materials and with joints
EDGE
OF
PAVEMENT
980
equivalent to water main standards for a distance of 10 feet on each side of the point of crossing. A
section of water main pipe shall be centered at the point of crossing.
I
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STATION:
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPA DULY I AM
EGIS ERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
960
960
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26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
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ASBUILT PLANS FOR
HENSON ROAD LIFT STATION AND FORCE MAIN
FOREST CITY RUTHERFORD COUNTY, NC
PLAN & PROFILE
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JOB
19023
NUMBER:
DATE
990
990
>-
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DESCRIPTION
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980
STATION:
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15A NCAC 18C .0906 RELATION OF WATER MAINS TO SEWERS
(a) Lateral Separation of Sewers and Water Mains. Water mains shall be laid at least 10 feet laterally
w
ix
cV
M
NI-
LO
From existing or proposed sewers, unless local conditions or barriers prevent a 10-foot lateral
separation —in which case:
(1) The water main is laid in a separate trench, with the elevation of the bottom of the water main
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
at least 18 inches above the top of the sewer; or
(2) The water main is laid in the same trench as the sewer with the water main located at one side
on a bench of undisturbed earth, and with the elevation of the bottom of the water main at least
960
18 inches above the top of the sewer.
960
(b) Crossing a Water Main Over a Sewer. Whenever it is necessary for a water main to cross over a
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a
sewer, both the water main and the sewer shall be constructed of ferrous materials and with joints
for feet
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section of water main pipe shall be centered at the point of crossing.
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
at least 18 inches above the top of the sewer; or
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on a bench of undisturbed earth, and with the elevation of the bottom of the water main at least
970
18 inches above the top of the sewer.
970
(b) Crossing a Water Main Over a Sewer. Whenever it is necessary for a water main to cross over a
sewer, the water main shall be laid at such an elevation that the bottom of the water main is at least 18
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separation --in which case both the water main and sewer shall be constructed of ferrous materials and
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sewer, both the water main and the sewer shall be constructed of ferrous materials and with joints
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section of water main pipe shall be centered at the point of crossing.
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NCAC
18C .0906 RELATION OF WATER
MAINS
TO SEWERS
be laid least feet laterally
DATE
(a)
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existing
Separation of Sewers and Water
or proposed sewers, unless
Mains.
local
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conditions or barriers prevent a 10-foot lateral
0-1 0
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with
the
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Water Main Over Sewer.
Whenever
it is for
DESCRIPTION
(b)
sewer,
the
a a
water main shall be laid at
such
an
necessary a water main to cross over a
elevation that the bottom of the water main is at least 18
inches
above
the top of the sewer, unless
local
conditions or barriers prevent an 18 inch vertical
separation
--in which case both the water
that to
main
and sewer shall be constructed of ferrous materials and
for distance 10 feet the
with
point
joints
of crossing.
are equivalent water
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standards
a of on each side of
(c)
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000
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a distance
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point
the point of crossing.
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UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
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(a) Lateral Separation of Sewers and Water Mains. Water mains shall be laid at least 10 feet laterally
From existing or proposed sewers, unless local conditions or barriers prevent a 10-foot lateral
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separation —in which case:
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1 HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
at least 18 inches above the top of the sewer; or
(2) The water main is laid in the same trench as the sewer with the water main located at one side
on a bench of undisturbed earth, and with the elevation of the bottom of the water main at least
970
18 inches above the top of the sewer.
970
(b) Crossing a Water Main Over a Sewer. Whenever it is necessary for a water main to cross over a
sewer, the water main shall be laid at such an elevation that the bottom of the water main is at least 18
inches above the top of the sewer, unless local conditions or barriers prevent an 18 inch vertical
separation --in which case both the water main and sewer shall be constructed of ferrous materials and
for distance feet
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sewer, both the water main and the sewer shall be constructed of ferrous materials and with joints
for distance 10 feet A
equivalent to water main standards a of on each side of the point of crossing.
section of water main pipe shall be centered at the point of crossing.
960
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41
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IN
(a) Lateral Separation of Sewers and Water Mains. Water mains shall be laid at least 10 feet laterally
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
at least 18 inches above the top of the sewer; or
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on a bench of undisturbed earth, and with the elevation of the bottom of the water main at least
970
18 inches above the top of the sewer.
(b) Crossing a Water Main Over a Sewer. Whenever it is necessary for a water main to cross over a
sewer, the water main shall be laid at such an elevation that the bottom of the water main is at least 18
950
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separation --in which case both the water main and sewer shall be constructed of ferrous materials and
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section of water main pipe shall be centered at the point of crossing.
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NUMBER:
15A NCAC 18C .0906 RELATION OF WATER
MAINS TO
SEWERS
DATE
(a) Lateral Separation of Sewers and Water
Mains. Water
mains
shall be laid at least
10
feet
laterally
0 00
From existing or proposed sewers, unless local
separation —in which case:
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DESCRIPTION
(b) Crossing a Water Main Over a Sewer. Whenever
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inch
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is at
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separation --in which case both the water
main and sewer
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for
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I HEREBY CERTIFY THAT THIS
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UNDER MY DIRECT
EGIS EREDI AM
SUPERVISIONA DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
STATION:
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JOB
19
NUMBER:
0 2 3
15A NCAC 18C .0906 RELATION
(a) Lateral Separation of Sewers
OF
and
WATER
Water
MAINS TO SEWERS
Mains. Water mains shall be
laid at least 10 feet laterally
DATE
From existing or proposed
sewers,
unless
local conditions or barriers prevent
a 10-foot lateral
separation —in which case:
The is laid
in
bottom
00C
(1) water main
at least 18 inches above the
a separate
top of
the
trench, with the elevation of the
sewer; or
of the water main
(2) The water main is laid
in the same
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main located at one side
co
000
on a bench of undisturbed
18 inches the top
earth, and
the
with the elevation of the bottom
of the water main at least
above of
(b) Crossing a Water Main
sewer.
Over a
Sewer.
Whenever it is necessary for
a water main to cross over a
DESCRIPTION
sewer, the water main shall
be laid
at
such an elevation that the bottom
of the water main is at least 18
inches above the top of the
--in
sewer,
both the
unless
local conditions or barriers prevent
be
an 18 inch vertical—
ferrous
20,
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2" WATER
MAIN
separation which case
with joints that are equivalent
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water
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of materials and
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8'-
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STATION:
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STATION:
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122+67.87
MAIN
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISIONA DULY REGISTERED
EGIS EREDI AM
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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ph: 828.247.4495 fax: [phone]
NC Firm#: P-0880
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19023
NUMBER:
103C
(103C
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— —'
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I HEREBY CERTIFY THAT THIS
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NUMBER:
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\
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From existing or proposed sewers, unless local conditions or barriers prevent a 10-foot lateral
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\
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960
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
R
ARCHITECT LAWSR OF THE
UNDER THE OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
(1) The water main is laid in a separate trench, with the elevation of the bottom of the water main
\
j
/
at least 18 inches above the top of the sewer; or
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940
on a bench of undisturbed earth, and with the elevation of the bottom of the water main at least
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5BOT
MI
FROM
b Crossinga Water Main Over a Sewer. Whenever it is necessaryfor a water main to cross over a
( )
BOTTOM
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OF
CREEK
sewer, the water main shall be laid at such an elevation that the bottom of the water main is at least 18
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LIMITS
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ASBUILT PLANS FOR
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FOREST CITY RUTHERFORD COUNTY, NC
PLAN & PROFILE
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JOB
18007
NUMBER:
15A NCAC 18C .0906 RELATION OF WATER MAINS TO SEWERS
(a) Lateral Separation of Sewers and Water Mains. Water mains shall be laid at least 10 feet laterally
DATE
From existing or proposed sewers, unless local conditions or barriers prevent a 10-foot lateral
separation -in which case:
AIR
RELEASE
VAL
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STATION:
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EXISTING MH
RIM: 964.52
INV: 957.37
1000
990
980
970
960
179+00
180+00
181+00
182+00
183+00
184+00
185+00
186+00
187+00
188+088+25
15A NCAC 18C .0906 RELATION OF WATER MAINS TO SEWERS
(a) Lateral Separation of Sewers and Water Mains. Water mains shall be laid at least 10 feet laterally
From existing or proposed sewers, unless local conditions or barriers prevent a 10-foot lateral
separation —in which case:
(1) The water main is laid in a separate trench, with the elevation of the bottom of the water main
at least 18 inches above the top of the sewer; or
(2) The water main is laid in the same trench as the sewer with the water main located at one side
on a bench of undisturbed earth, and with the elevation of the bottom of the water main at least
18 inches above the top of the sewer.
(b) Crossing a Water Main Over a Sewer. Whenever it is necessary for a water main to cross over a
sewer, the water main shall be laid at such an elevation that the bottom of the water main is at least 18
inches above the top of the sewer, unless local conditions or barriers prevent an 18 inch vertical
separation --in which case both the water main and sewer shall be constructed of ferrous materials and
with joints that are equivalent to water main standards for a distance of 10 feet on each side of the
point of crossing.
(c) Crossing a Water Main Under a Sewer. Whenever it is necessary for a water main to cross under a
sewer, both the water main and the sewer shall be constructed of ferrous materials and with joints
equivalent to water main standards for a distance of 10 feet on each side of the point of crossing. A
section of water main pipe shall be centered at the point of crossing.
JOB NUMBER:
18007
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
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UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
`11111ill I1,,,,,
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ASBUILT PLANS FOR
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DATE: 04/23/2021
DRAWN BY: LCT
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PROJECT MGR: DWO
SHEET:

Plotted on:
ASBUILT.dwg
HENSON RD LIFT STATION & FORCE MAIN\DWG\19023
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JOB NUMBER:
19023
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
%%%%%% 71:77 %%%%% %%
4� FES /04;
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SCALE: 1" = 20'
DATE: 04/23/2021
DRAWN BY: LCT
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET:
20 OF 22

LIFT OUT CHAIN ATTACHED
TO STAINLESS STEEL EYE BOLT
METAL ROOF SHEATHING OVER
15# BUILDING FELT OVER
2"X4" PT WOOD FRAME SHED
JOB NUMBER:
19023
Plotted on:
SPLICE BOX
6" DIP VENT WITH
STAINLESS STEEL
INSECT SCREEN
CONTROL
PANEL
4" THICK CONCRETE PAD WITH
6X6X10 WWM. 1/2" THICK
EXPANSION JOINT MATERIAL WITH
CAULK AROUND WETWELL
GUTTER
GROUND EL. 920.50
A
A
CONDUIT TO PULL BOX
STAINLESS STEEL FLOAT
CABLE BRACKET
NOTE:
ALL VALVES TO BE MUELLER VALVES
11.=11=1=11=1=11 111
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1.=1=11=v=11=1;=11
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HIGH WATER ALARM #1 EL. 914.50
LAG PUMP ON EL. 914.00
LEAD PUMP ON EL. 913.50
PUMP OFF EL. 911.50
WETWELL BOTTOM EL. 908.50
GRUNDFOS SLV.30.A30.420 480V
42HP, 8" IMPELLER
105 GPM @I 255.9 FT OF TD-H
10'-0" MAX. (TYP.)
No.9 GAUGE WIRE
2" MESH (TYP.)
LINE POST
A 2
d
a \
9„
MIN.
(TYP.)
HAS" FOR
PADLOCK
3'-0"
MIN.
(TYP.)
1-3" MIN.
(TYP.)
4" 0.D. GATE POST
•
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1111.=11 11.=11.=IWIL11 II=1i�� 11.1111?11.F11=:, -
•
2.4 C.Y. OF CONCRETE TO BE
ANCHORED TO BOTTOM OF
WETWELL
8" MIN. #57 WASHED STONE
PUMP STATION SECTION
11=111111uu—auu-
. 11-�-1111-�=11.=11.=11=11=WIIWIIWIIWIIWII11=11=11�
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TRANSITION TO SDR-13.5
PVC FORCEMAIN
SUBMERSIBLE PUMPS (2)
BACKFILL UNDERFOOTINGS
WITH 8" MIN WASHED STONE
2" STAINLESS DISCHARGE LINE
CONCRETE SUPPORT
4"0 DRAIN
304 S.S. INTERMEDIATE GUIDE RAIL
SUPPORT © 6" MINIMUM SPACING
2" PUMP DISCHARGE PIPE
INV. IN: 914.80'
6' DIA. PRECAST WETWELL WITH
EXTENDED BASE SECTION WITH
7" WALL THICKNESS
304 STAINLESS STEEL LIFT OUT CHAIN
304 STAINLESS STEEL GUIDE PLATE
BREAK AWAY FITTING
GROUT INVERT TO SLOPE TO PUMPS
A
SCALE: N.T.S.
BARBED WIRE (3 STRANDS)
NOTE:
ALL AREA INSIDE FENCE TO BE CONCRETE WITH A 1'
WIDE GRAVEL STRIP THAT SHALL BE 6" OF STONE WITH
FABRIC.
1 5/8" 0.D. GALV. MIN. y
STD. PIPE \\
9„
MIN.
12'
WELD ALL JOINTS
PADLOCK HOLE
A�// 2" 0.D. GALV.
\\/ STD. PIPE
CHAIN LINK FENCE AND DOUBLE GATE DETAIL
SEMI -SELF DRAINING
CENTER STOP
(3) 3" SOCKETS FOR PORTABLE HOIST
ALUMINUM HATCH WITH
HOLD -OPEN DEVICE
IN WETWELL TOP SECTION
CENTER OVER PUMPS FOR
SLIDE RAIL OPERATION.
LID SIZE TO BE DETERMINED
BY PUMP SIZE
SCALE: N. T.S.
48"x36" ALUMINUM HATCH
WITH HOLD -OPEN DEVICE
WETWELL/VALVE VAULT
2500 PSI
CONCRETE
(TYP.)
HASP FOR
PADLOCK
A
a
GROUT INVERT TO
SLOPE TO PUMPS
ELEV. 810.50
6'-0"
(TYP.)
3'-0"
MIN.
(TYP.)
a \<
61Z-1(.1( l's\
1'-9" --3" MIN.
MIN. (TYP.)
(TYP.)
r
r
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— 6" MIN.
2" 90" BEND (TYP. 2)
2" PUMP DISCHARGE PIPE
r 8" MIN.
2.4 C.Y. OF
CONCRETE
8" MINIMUM WASHED STONE
RIGHT ELEVATION 8c SECTION VIEW
SCALE: N. T.S.
A
A
n �
d
4
4
A
BARBED WIRE (3 STRANDS)
3'
A
4
Aa
0 A
CHAIN LINK GATE DETAIL
SCALE: N. T.S.
72"
2'
0
C
0
r
0
9-1 /2"H- 8"H
0
¢ SUMP
4"0 DRAIN
TO WET WELL
2 IN. N.P.T. CONDUIT SEAL
Pm-
4
FLOOD LIGHT
PT WD. 2X4
- 2' MIN.
PT WD. 4X4
PANEL TO BE
LOCATED OFF SUMP
-00
FLOOD LIGHT
FLOOD LIGHT
12" MIN.
SUPPORTS FOR CONTROL—.
PANELS SHALL BE UNI-STRUT
DUPLEX CENTRAL CONTROL PANEL
IN/AUDIBLE & VISUAL ALARM,
GENERATOR HOOK-UP/DISCONNECT
AND 3 PHASE PROTECTION
GENERATOR HOOK-UP
100 AMP MINIMUM
SUBMIT TO OWNER FOR APPROVAL
PRIOR TO INSTALLATION
SUPPORTS TO BE MADE OF 4" CHANNEL
A
4
12"
A
a
A
8'-0"
a
d
a 4' EMBEDED 4X4
WITH CONCRETE
4 A
12"
VISUAL ALARM
AUDIBLE ALARM
FLOOD LIGHT
12' MIN.
POWER
METER
DUPLEX CENTRAL
CONTROL PANEL
MAIN BREAKER
OR FUSE PANEL
ALARM SILENCE BUTTON
SEAL OFF FITTING
WITH PUTTY SEALANT
0
/ FLOOD LIGHT
try
LIGHT SWITCH
FOR STATION
120 V OUTLET
VERBATIM AUTO
DIALER
CONTROL PANEL
6"
UNI-FLANGE 2" STAINLESS STEEL
9-1/2"
9-1/2"
2 IN. N.P.T.
COUPLING
4"0 DRAIN WITH
STAINLESS STEEL
SCREEN
A
a
d
O
A
O
A
A
a
a
a
G
A
a
d
1'-0"
MIN o
SWING CHECK VALVE
WITH EXTERNAL LEVER AND WEIGHT
OR LEVER AND SPRING
FOR SEWAGE SERVICE
PLAN VIEW
WETWELL/VALVE VAULT
GATE VALVE
TRANSITION TO SDR-13.5
PVC FORCE MAIN
a
ELECTRIC SERVICE IN
CONDUIT TO SPLICE BOX FOR
FLOATS AND PUMPS
O TO LIFT STA11ON, ETC.
H
0
>—
DESCRIPTION
N
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1n
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
`%%%%%%111111l1,
%
�• 'Y
T%4��`
CAI la 1LkaJLCA1I110
ASBUILT PLANS FOR
RUTHERFORD COUNTY, NC
FOREST CITY
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SCALE: N.T.S.
DATE: 04/23/2021
DRAWN BY: LCT
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET:
SCALE: NTS
SCALE: NTS
21 OF 22 A

Q
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Plotted on:
ASBUILT.dwg
HENSON RD LIFT STATION & FORCE MAIN\DWG\19023
STANDARD MH RINGS AND COVERS:
SEE DETAIL 5-3
1VARIES0" MIN
12" MAX.
15" O.C.
(TYPICAL)
--..---GROUT JOINT
PRECAST
MANHOLE
STEPS
1" DIA BU
RUBBER SEALANT
BOLTS ON MH FRAME AND COVER
PROVIDE BOLTS ONLY WHERE SPECIFIED
1=111=18=I Iru
STRAIGHT WALL OF
M.H. TO BE LOCATED
OVER INFLUENT PIPE
PLACE MASTIC BETWEEN GRADE RINGS
GRADE RINGS AS REQUIRED
GDMIELEME
PROVIDE FLEXIBLE BOOT
PER ASTM C443 &
C923
I 1--z=-I
6" STONE
BASE
3/4 PIPE
DIAMETER
23-,/4"
T A
I11-1h•
1 � Mill
2-3
'/4 I
y ft/Y 1/By
COVER 8C1I011
ESTIMATED WUGHT
VULCAN 'ME V-1384 U.S. FIXRDMY 669 RING & NL COVED
LOAD RATING - HEAVY DUTY LOAD RATING - HEAVY DUTY
FRAME SO UM:
1BS & FRAME 12DU5 1
TOTAL 3B6 1BS TOTAL 315 1BS.
NOTES:
1. MANHOLE RISERS AND CONE SECTIONS SHALL
CONFORM TO ASTM C-478, LATEST REVISION.
2. TRANSITION RINGS SHALL HAVE A MINIMUM
CLEARANCE OF 2'-0" ABOVE THE EFFLUENT
OVERT ELEVATION.
3. FLEXIBLE WATERTIGHT, SYNTHETIC RUBBER
SLEEVES, WITH STAINLESS STEEL CLAMP: DRAW
BOLT AND NUT; OR CAST -IN SLEEVE; OR "A"
LOCK CONNECTION SHALL BE FURNISHED FOR
EACH PIPE TO MANHOLE CONNECTION.
NOTE:
1. 4" ABC BASE COURSE
2. DITCHES TO BE 1' DEEP
WITH 2: 1 SIDE SLOPES
ROAD CROSS SECTION
N.T.S.
\/\\\\\\\\\ \\//
LONGITUDINAL ANCHOR TRENCH
INITIAL CHANNEL ANCHOR TRENCH
NOTES:
1. CHECK SLOTS TO BE CONSTRUCTED PER
MANUFACTURERS SPECIFICATIONS.
2. STAKING OR STAPLING LAYOUT PER
MANUFACTURERS SPECIFICATIONS.
TERMINAL SLOPE AND CHANNEL
ANCHOR TRENCH
CHECK SLOT AT 25' INTERVALS.
ISOMETRIC VIEW
INTERMITTENT CHECK SLOT
FABRIC CHANNEL
LINERS
CONSTRUCTION SPECIFICATIONS
1. Dig initial anchor trench 12" deep and 6" wide
across the channel at lower end.
2. Excavate check slots, 6"x6" across channel
at 25' intervals along channel.
3. Cut longitudinal channel anchor slots 4"x4"
along each side to bury edges of matting.
4. Beginning at downstream end in center, place
the initial end of first roll in trench and secure
at 1' intervals.
5. Position adjacent rolls in trench w/3" overlap.
6. Secure these initial ends of mats at 1' intervals,
backfill and compact soil.
7. Unroll center strip of matting upstream. Stop
at next check slot or terminal anchor trench.
8. Unroll adjacent mats upstream in similar
fashion, maintaining 3" overlap.
9. Fold and secure all rolls of matting snugly
into all check slots. Lay mat in bottom of slot
then flow back against itself. Anchor through
both layers of mat at 1" intervals then backfill
and compact soil. Continue rolling all mat widths
upstream to next check slot or anchor trench.
© 1994 JOHN McCUUAH
SURFACE TO
BE MACHINED
RIa( sDT 18
ELIME_SEcnaB
DRAIN
GRATE -
ATTACH FILTER FABRIC
SECURILY TO 2X4 WOOD
FRAME, OVERLAPPING
FABRIC TO NEXT STAKE
18" MAX. I
36" MAX
A
PLAN VIEW
\OSBSBSB 1 ,
SECTION A -A
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE
USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. USE 2X4 WOOD OR EQUIVALENT METAL STAKES,
(3 FT. MIN. LENGTH)
3. INSTALL 2X4 WOOD TOP FRAME TO INSURE
STABILITY.
4. THE TOP OF THE FRAME (PONDING HEIGHT)
MUST BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE TO PREVENT RUNOFF FROM BY-
PASSING THE INLET. A TEMPORARY DIKE MAY
BE NECESSARY ON THE DOWNSLOPE SIDE OF
THE STRUCTURE.
FILE SEDIM07
TOP FRAME NECESSARY
FOR STABILITY
PONDING HT.
TEMPORARY DIKE IF NEEDED
SILT FENCE
DROP INLET
SED. BARRIER
CONSTRUCTION SPECIFICATIONS
1. Support posts for silt fence must be steel posts or 2"x4" wood, length 3'
minimum, spacing 3' maximum, with a top frame support recommended.
2. Excavate a trench 4" wide and 6" deep and bury the bottom of the silt
fence in the trench.
3. Backfill the trench with gravel or soil. Compact backfill well.
4. The height of the silt fence shall be a maximum of 1.5' measured from
the top of the inlet.
5. Inspect the barrier after each rain and promptly make repairs as needed.
6. Sediment shall be removed after each significant storm (1" in 24 hrs.) to
provide adequate storage volume for the next rain.
7. The removed sediment shall be deposited in an area that will not
contribute sediment off -site and can be permantly stabilized.
-D
CIO
0
IV
MANAGING THE WATERCOURSE:
BYPASS PUMPING
DEWATERING DEVICE
NOTE
E NSVRE TO ANCHOR ALL
PUMPS AND PIPES SECURELY
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
AUGUST 2003
Construction
Maintenance
- TOP OF BANK
BMP& FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES
Step 1 - Set up bypass pump and temporary piping. Place outlet
of temporary pipe to minimize erosion at discharge site or provide
temporary energy dissipation measures. Firmly anchor pump
and piping.
Step 2- Construct outlet protection if needed.
Step 3 - Construct impervious dike upstream of work area to
impound water for bypass pump intake. Use a floating intake for
pumps where possible.
Step 4 - Construct an impervious dike downstream, if necessary,
to isolate work area.
Step 5- Check operation o1 pump and piping system Step 4 -
Step 6 - Upon completion of construction, remove impervious
dike, bypass pump, and temporary pipe.
• Routinely inspect bypass pump and temporary piping to
ensure proper operation.
• Inspect impervious dike for leaks and repair any damage.
• Inspect discharge point for erosion.
• Ensure flow is adequately diverted through pipe.
FILTER RECEIVING
MATERIAL ELEVATION
THICKNESS ('d') = 1.5 x MAX ROCK DIAMETER (6" MIN.)
2'
MIN.
SECTION
a
�• ism• I • • s••�•, • •t °• I
It'.?��0a!,'•�ROCK d50 40�!
11I'�'IIIII 7r. • . 50% SHALL BE LARGER O ��° 4.0 x 'D'
1 ► :, • I �Q .�QC� a �THAN 6" (MIN.) DIA. •
g j MIN.
PLAN
NOTES:
1. 'La' = LENGTH OF APRON. DISTANCE 'La SHALL BE OF SUFFICIENT LENGTH
TO DISSIPATE ENERGY.
2. APRON SHALL BE SET AT A ZERO GRADE AND AUGNED STRAIGHT.
3. FILTER MATERIAL SHALL BE FILTER FABRIC OR 6" THICK (MIN.) GRADED GRAVEL
LAYER.
OUTLET
PROTECTION
CONSTRUCTION SPECIFICAT ONS
1. Ensure subgrade for the filter and riprap is at zero grade. Compact
any fill required in the subgrade to the density of the surrounding
undisturbed material. Low areas in the subgrade on undisturbed soil may
also be filled by increasing riprap thickness.
2. Filter cloth, when used, must meet design requirements and be
protected from punching or tearing. All connecting joints should overlap at
least 1'.
3. Riprap may be field stone or rough quarry stone. It should be hard,
angular, highly weather -resistant and well graded.
4. Construct the apron on zero grade with no over- fall at the end. Make
the top of the riprap at the downstream end level with the receiving area
or slightly below it.
5. Ensure that the apron is properly aligned with the receiving stream and
preferably straight throughout its length. If a curve is needed, place it in
the upper end of the apron.
6. Immediately after construction, stabilize all disturbed areas with
vegetation.
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. Any needed repairs will be made immediately to
maintain all practices as designed.
2. Sediment will be removed behind the sediment fence when it becomes
about 0.5' deep at the fence. The sediment fence will be repaired as
necessary to maintain a barrier.
3. All seeded areas will be fertilized, reseed as necessary according to
specifications in the vegetative plan to maintain a vigorous, dense,
vegetative cover.
Page 2 of 2
EXISTING PAVED
ROADWAY
>-
0
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0
0
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1-
(/)
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DIVERSION RIDGE
SECTION A - A
DIVERSION RIDGE
PLAN
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT
WALL PREVENT TRACKING OR FLONING OF SEDIMENT ONTO PUBLIC
RIGHTS- OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO
ENTRANCE ONTO PUBUC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABUZED WITH CRUSHED STONE THAT DRAINS INTO AN
APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
MIRIE FABRIC
TEMPORARY GRAVEL
CONSTRUCTION
ENTRANCE/EXIT
CONSTRUCTION SPECIFICATIONS
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.
3. Provide drainage to carry water to the sediment trap.
4. Gravel to be placed on Geotextile cloth.
Construction
Maintenance
GEOTExTILE FOR
DRAINAGE
B" OF BED,
NOTES
CONTROL BTO
BE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
PROVIDE STABILIZED OUTLET TO STREAM BANN.
WOOD PALLETS MAP BE USED IN LIEU O
AND LE AS DIRECTED. A SUFFICIENT NUM
PROVIDEDOF PALLETS MUST BE TO ELEVATE THE RE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
Fv
1630.06
• The silt bag shall be at least 10 ft. by 15 ft. The bag should
be made from a nonwoven fabric and have a sewn -in sleeve
for receiving pump discharge.
• The sediment control stone shall meet the requirements of
Section 1005.
• The bag seams should be sewn with a double needle
machine using a high strength thread_ The seams shall have
a wide width strength of at least 60 Ibiin. (using test method
ASTM D-4884).
• The filter fabric shall meet the requirements of Section 1056
for Type 2 fabric. It shall also meet the following
specifications for flow rates, strength, and permeability:
Property Test Method
Weight ASTM D-3776
Grab tensile ASTM D-4632
Puncture ASTM D-4833
Flow rate ASTM D-4491
Permittivity ASTM D-4991
UV Resistance
Units Minimum
Specifications
oz/yd 8.0
Ib. 200.0
Ib. 130.0
gal/min/s.f. 80.0
1/sec 1.5
ASTM D-4355 %70.0
The silt bag shall be placed on top of at least 6-inches of
sediment control stone in an area that will drain away from the
work area. Plan ahead for acceptable methods of removal
and disposal of silt bag.
• Inspect inlet pipe and bag for damage and blockage.
• Replace bag when % full of sediment.
STEEL POST
PLASTIC OR
WIRE TIES
EXTRA STRENGTH FILTER
FABRIC NEEDED WITH WIRE
MESH SUPPORT
�/\��/\��/\�8 FT MAX SPACING WITH
-` �\`\\\\\\\\\\ WIRE T
6 FT MAXPSPAC NGCE WITHOUT
SUPPORT FENCE
8 DOWN AND 4"
FORWARD ALONG
THE TRENCH
STVL POST
36 HIGH MAX
FABRIC FILTER
18"-24" HIGH MAX
T
24" MIN.
PONDING HT.
FL a`f
FLOW
FLOW
NOTE: DO NOT
ATTACH FABRIC
TO EXISTING
TREES.
FABRIC FILTER
• ATTACH SECURELY
TO UPSTREAM
SIDE OF POST.
RUNOFF
4"x8" MIN TRENCH
WITH THOROUGHLY
COMPACTED BACKFILL
STANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
NOTE:
1. INSPECT AND REPAIR FENCE AFTER EACH
STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF-STE AND CAN BE PERMANENTLY
STABIUZED.
i
SILT FENCE
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION MATERIAL
1. Use synthetic filter fabric or pervious sheet of
polypropylene, nylon, polyester, or polyethylene yarn,
which is certified by the manufacturer or supplier as
having a minimum filtering efficiency of 85%, tensile
strength of 30 Ib/in (standard) or 50 Ib/in (extra
strength) at 20% elongation, and a slurry flow rate
of 0.3 gal/sq ft. Synthetic fabric should contain ultra-
violet ray inhibitors and stabilizers to provide min. 6
months expected usable life at 0-120 deg. F.
2. Ensure that posts are 1.33 Ib/ft steel with a minimum
length of 4 feet.
3. Use min. 14 gauge wire fence with max mesh
spacing of 6".
CONSTRUCTION
1. Ensure height of fence does not exceed 18" above
ground surface.
2. Construct fabric from continuous roll cut to length
of barrier to avoid joints. When joints are necessary,
securely fasten the filter cloth only at a support
post with overlap to the next post.
3. Support standard strength fabric with wire mesh
fastened securely to upslope side of posts using
heavy duty wire staples at least 1" long. Extend wire
mesh to bottom of trench.
WASHED CRUSHED
STONE (NO. 57)
UNDISTURBED
EARTH
WASHED CRUSHED
STONE (NO. 57)
UNDISTURBED
EARTH
UNDISTURBED
EARTH
12 GUAGE COPPER TACER
WIRE SECURED TO PVC PIPE
Bd Max
Bc + 18"
.-ifull'uTh%
11.=.11-11.=.
11=11=11:
I I = I I =
-1I=
11.=11 _
El
11.=11.=11=11=11=11-1 11-11-I I-11-11 11 BE 1.=g7 .
:e=11=11=11=11=11. 1= -11=11=1= =11=11=I
1.=11=11=1L-11-1- - - =1-11-
12"
min
CLASS "B" BEDDING
(Note: All PVC pipe must
use Class "B" bedding)
Bd Max
Bc + 18"
r�u-u-u
I I I.=11=11=11=11=11=11=11=11=11=1 11=11=11.
FI-11=11=II=11=11=II=11=II=.II.=.�II.=.II.=.II.=.I
1:=11=11=11=II=11= _ I=11-
COMPACTED SELECT
BACKFILL TO 90%
STANDARD PROCTOR
b
CLASS "C" BEDDING
Bd Max
Bc + 18"
II=1 / /•11=11-11=
11= 1=II-11-1
11=1 11=11-II
RIP
=1=u:
?If
III�11 II11.
11=I 11=1.
II = 11-11i
I:�I:I �I� AFii L11.1
11" II II-D-II`
IIPII=11=11=11=11=11=11.=11.=11=11.=11...
�=_�=11= -1=II=11.=.11=11.=.II.=.I -
CLASS "C" BEDDING
COMPACTED SELECT
BACKFILL TO 90%
STANDARD PROCTOR
1/6 Bc
min
b
COMPACTED SELECT
BACKFILL TO 90%
STANDARD PROCTOR
1/16 Bc
CLASSES OF BEDDING FOR SEWER
PIPES IN TRENCHES
N.T.S.
GENERAL NOTES:
1. ONLY DISTURB CLEAR OR GRADE AREAS NECESSARY FOR CONSTRUCTION.
FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE DISTURBED. EXCLUDE
VEHICLES AND CONSTRUCTION EQUIPMENT FROM THESE AREAS TO PRESERVE
NATURAL VEGETATION.
2. CLEAR AND GRUB AREAS TO BE FILLED TO REMOVE TREES, VEGETATION,
MUCK, ROOTS, OR OTHER OBJECTIONABLE MATERIAL THAT WOULD AFFECT
THE PLANTED STABILITY OF THE FILL.
3. PLACE FILL IN LAYERS NOT TO EXCEED 6" IN THICKNESS AND COMPACT THE
LAYERS AS REQUIRED TO TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, OR
OTHER RELATED PROBLEMS.
4. KEEP DIVERSIONS AND CHANNELS AND OTHER WATER CONVEYANCE MEASURES
FREE OF SEDIMENT AT ALL TIMES.
5. ROUGHEN THE SURFACE OF ALL SLOPES DURING THE CONSTRUCTION OPERATION
TO RETAIN WATER, INCREASE INFILTRATION, AND FACILITATE VEGETATION
ESTABLISHMENT.
6. PERMANENTLY STABILIZE ALL GRADED AREAS IMMEDIATELY AFTER FINAL
GRADING IS COMPLETED ON EACH AREA. 2:1 OR STEEPER SLOPES MUST HAVE
TEMPORARY GROUND COVER WITHIN 7 DAYS. 3: 1 SLOPES OR FLATTER SLOPES
MUST HAVE TEMPORARY GROUND COVER WITHIN 14 DAYS
SEEDING
WINTER/EARLY SPRING SEEDING MIXTURE
(LI3/ACRE)
120
50
SPECIES RATE
RYE (GRAIN)
ANNUAL LESPEDEZA (KOr3E IN
PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS)
TEMPORARY SEEDING
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS
NOT TO EXTEND r3EYOND JUNE.
SEEDING DATES
MOUNTAINS -ABOVE 2500 FEET: FEI3. 15 - MAY 15
I3ELOW 2500 FEET: FEB. 1- MAY 1
COASTAL PLAIN -DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LI3/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 1_13/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 W/TH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GRowTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SUMMER SEEDING MIXTURE
PELIES RATE (LB/ACRE)
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS
MAY BE SU13STITUTED 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 2,000 1_13/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 L13/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LI3/ACRE STRAW. ANCHOR STRAW 13Y TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL. A DISK WITH 13LADES SET NEARLY STRAIGHT CAN I3E
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLoWING EROSION OR OTHER DAMAGE.
FALL SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT-AUG 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE FERTILIZER.
mULCH
APPLY 4,000 LI3/ACRE STRAW. ANCHOR STRAW 13Y TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL. A DISK WITH 13LADES SET NEARLY STRAIGHT CAN I3E
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LI3/ACRE OF NiTRoGEN IN MARCH. IF IT IS NECESSARY TO EXTENT TEMPORARY
COVER BEYOND JUNE 15, OVERSEE) WITH 50 L13/ACRE KOI3E (PIEDMONT AND
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
1.
2.
3.
4.
min
NOTE:
Bedding thickness under
pipe barrel, b, shall be
1/8 Bc, 4" min, 6" max.
MAINTENANCE PLAN
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. Any needed repairs will be
made immediately to maintain all practices as
Sediment will be removed behind the sediment
fence when it becomes about 0.5' deep at the
fence. The sediment fence will be repaired as
necessary to maintain a barrier.
Ensure temporary sediment trap is cleared once
sediment reaches cleanout mark.
All seeded areas will be fertilized, reseeded as
necessary according to specifications in the veg-
etative plan to maintain a vigorous, dense,
vegetative cover.
PERMANENT SEEDING
AREAS TO BE SEEDED:
MINIMUM DEPTH OF FOUR (4) INCHES. REMOVE STONES
LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS
AND OTHER EXTRANEOUS MATERIALS THAT
SURFACE. IF NOT INCORPORATED DURING THE SOIL
PREPARATION PROCESS, ADD PH MODIFIER AND
FERTILIZERS AT THE RATE SPECIFIED IN THE SOIL TEST
REPORT.
• RE -COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER.
THE FINISHED GRADE SHALL I3E A SMOOTH EVEN SOIL
SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE. ALL
RIDGES AND DEPRESSIONS SHALL BE REMOVED AND
FILLED TO PROVIDE THE APPROVED SURFACE DRAINAGE.
SEEDING OF GRADED AREAS IS TO I3E DONE IMMEDIATELY
AFTER FINISHED GRADES ARE 013TAINED AND SEEDBED
PREPARATION IS COMPLETED.
AREAS TO I3E SPRIGGED, SODDED, AND/OR PLANTED:
ED
AREAS TO A DEPTH OF FOUR (4) TO SIX (6) INCHES
I3ELOW THE APPROVED FINISHED GRADE. REMOVE ALL
STONESLARGER THAN THREE (3) INCHES ON ANY SIDE,
STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT
SURFACE. IF NOT INCORPORATED IN THE RIPPING
PROCESS, ADD PH MODIFIER, FERTILIZER, AND OTHER
RECOMMENDED SOIL AMENDMENTS.
• RE -COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER
AND PREPARE FINAL GRADES AS DESCRIBED ABOVE.
INSTALL SPRIGS, SOD AND PLANTS AS DIRECTED
IMMEDIATELY AFTER FINE GRADING IS COMPLETE. MULCH,
MAT AND/OR TACK AS SPECIFIED.
GRASS -LINED CHANNELS
KENTUCKY BLUEGRASS 15 113/AC
RYE (GRAIN) 40 1_13/AC
LIME 4000 LB/AC
10-10-10 FERTILIZER 1200 LB/AC
ALL OTHER SURFACES
RYE (GRAIN) 40 1_13/AC
10-10-10 FERTILIZER 1000 LB/AC
JOB NUMBER:
19023
DESCRIPTION
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
ASBUILT PLANS FOR
AND FORCE MAIN
0
LJ
Ci
0
0
cn
RUTHERFORD COUNTY, NC
FOREST CITY
Lil
E ti) 14 00
0 C) L'7, ori
7, ." ,.: c, ,...
0 I- e,,,li,. E
SCALE: N.T.S.
DATE: 04/23/2021
DRAWN BY: LCT
CHECKED BY: DWO
PROJECT MGR: DWO