20210514 Ver 1_07_Water and Sewer Sheets_20210413_20210413

© 2020 Microsoft Corporation © 2020 HERE
011494112APRIL 2021 ISSUED FOR CONSTRUCTIONBY DATE DEPARTMENT OF WATER MANAGEMENT
CITY OF DURHAM, NORTH CAROLINA
90% REVIEW SUBMITTAL
LAKEWOOD AVENUE SEWER
REPLACEMENT
300 MORRIS ST SUITE 200, DURHAM, NC 27701
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102
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©INDEX AND ABBREVIATIONS G-2
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ABBREVIATIONS LEGEND
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OVERALL & BYPASS PLAN SS-1
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LAKEWOOD AVENUE
PLAN AND PROFILE
STA 10+00 TO 15+50
SS-2
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CITY OF DURHAM, NORTH CAROLINA
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PLAN AND PROFILE
STA 15+50 TO 21+50
SS-3
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CITY OF DURHAM, NORTH CAROLINA
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PLAN AND PROFILE
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SS-4
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CITY OF DURHAM, NORTH CAROLINA
LAKEWOOD AVENUE
PLAN AND PROFILE
STA 27+00 TO 32+00
SS-5
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CITY OF DURHAM, NORTH CAROLINA
LAKEWOOD AVENUE
PLAN AND PROFILE
STA 32+00 TO 36+50
SS-6
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CITY OF DURHAM, NORTH CAROLINA
LAKEWOOD AVENUE
PLAN AND PROFILE
STA 36+50 TO 39+25
SS-7
10
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CONNECTION DETAILS SS-8
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CONNECTION DETAILS SS-9
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CONNECTION DETAILS SS-10
13
MANHOLE SCHEDULE
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CITY OF DURHAM, NORTH CAROLINA
LAKEWOOD AVENUE
PLAN AND PROFILE
9+75 TO 15+50
W-1
14
SEWER MH
(NOT FOUND)
*SITE UNDER CONSTRUCTION
NOW OR FORMERLY
MAGNUM HOSPITALITY, LLC
DB 8567 PG 986
BM 114 PG 38
705 S MANGUM ST
PIN: 0821-16-84-6716
PAVEMENT REPLACEMENT, TYP.
SEE DETAIL 0251307R-1
-SEWER- MH 35
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RIM=332.36
INV IN=315.78
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DIP WATERLINE
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PROPOSED 12" RJ 45' BEND
STA 18+74.76
N: 814606.8023
E: 2028808.8897
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PROPOSED 12" RJ 22.5' BEND
STA 19+74.25
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N: 814567.5910
E: 2028872.8000
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yIM=335.83
/ TON -FULL
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STA 20+12.99
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RIM=337.92 INV OUT=333.94
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/INV IN=316.98
INV IN=325.26 (
INV OUT=316.78
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RIM=332.58
TON=330.93
SDMH
RIM=333.92
INV IN=329.28 (E)
INV IN=328.23 (S)
INV OUT=328.65
SEWER MH 15628
RIM=333.73
INV IN=326.69 (E)
INV IN=326.60 (S)
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TOP/CURB=334.14
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RIM=337.98
INV OUT=330.93
STA 20+15.77
N: 814550.3194
E: 2028910.5632
335
330
PAVEMENT REPLACEMENT, TYP.
SEE DETAIL 0251307R-1
EXISTING GRADE ALONG
PROPOSED WATERLINE
325
320
315
EX
310
STING 8" VCP SANITARY SEWER
(TO BE ABANDONED)
INV=314.59
P
PC 350
OPOSED 12" RJ
DIP WATERLINE
EXISTING 15"
PROPOSED
3' MIN.
COVER
VCP SANITARY
(TO BE ABAN[
INV=
8" STEEL CASIN
EXISTING 2.5" COMM.
APPROX. INV=334.55
SLOPE UP
SLOPE UP
335
330
SEWER-%
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315.83
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INV=310.43
0
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STA
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45' BEND
18+69.45
45 4r• BEND
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18+74.76
PROPOSED 12" RJ
45' BEND
STA 19+07.07
PROPOSED 12" RJJ
45' BEND
STA 19+13.52
rrcury Lu 12"x6" RJ ME-
STA 19+18.52
EXISTING 9'x7'
INV=317.39
ULVERT CROSSING
PROPOSED 12" RJ 22.5' BEND
STA 19+74.25
EXISTI
FIBER DUC
APPROX. INV=
PROPOSED THRUST COLLAR,i(
TYP CPP DETAIL 512.03
NG 12"j
T BANK
328.70
PROPOSED 1 " GATE VALVE
STA 20+12.99
CUT IN PROPOSED 12" RJ TEE
AND 12" HYDRAULIC COUPLING
EXISTING 8'' VCP SANITARY SEWER
325
320
315
310
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15+75
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16+25
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16+50
16+75
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17+25
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17+50
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RIM=337.96
GRAPHIC SCALE IN FEET
0 10 20 40
CITY OF DURHAM PUBLIC
WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORM WATER DATE
TRANSPORTATION DATE
DATE
REVISIONS
DATE
BY
This document, together
for the specific purpose
written authorization and
Associates, Inc.
with the concepts and designs presented herein, as an instrument of service, is intended only
and client for which it was prepared. Reuse of and improper reliance on this document without
adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and
Kimlev>>>Horn
© 2021 KIMLEY-HORN
300 MORRIS STREET, SUITE
PHONE: [phone]
NC LICENSE #F-0102
AND ASSOCIATES, INC.
200, DURHAM. NC 27701
FAX: [phone]
WWW.KIMLEY-HORN.COM
KHA PROJECT
011494112
DATE
APRIL 2021
SCALE 1" = 20'
DESIGNED BY CPM
DRAWN BY
SOP
CHECKED BY
NDR
LAKEWOOD AVENUE SEWER
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PREPARED FOR
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CITY OF DURHAM, NORTH CAROLINA
PRELIMINARY I
NOT FOR CONSTRUCTION;
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NOT FOR CONS -RUCTION
LAKEWOOD AVENUE
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15+50 TO 20+25
SHEET NUMBER
W-2
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CITY OF DURHAM, NORTH CAROLINA
STREAM STABILIZATION
AND ENHANCEMENT ST-1
17
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CITY OF DURHAM, NORTH CAROLINA
STREAM
STABILIZATION AND
ENHANCEMENT
ST-2
18
PLANTING ZONE DESCRIPTIONS AND NOTES
ZONE 3 - RIPARIAN PLANTINGS
LIVE STAKE DETAIL
LIVE STAKE INSTALLATION
ZONE 4 - EASEMENT AND RIGHT OF WAY PLANTINGS
Secale cereale
Utochola ramosa
Lolium multiflorum
Triticum aestivum
TABLE 2: TEMPORARY SEED MIXTURE
Andropogon gerardii
Coreopsis lanceolata
Elymus virginicus
Juncus effusus
Panicum virgatum
Rudbeckia hirta
Schizachyrium scoparium
TABLE 3: PERMANENT SEED MIXTURE
Agrostis perennans
Sorghastrum nutans
Tripsacum dactyloides
ZONE 1A - LIVE STAKE PLANTINGS
TABLE 1: TREES AND SHRUBS PLANTING TABLE
Cephalanthus occidentalis
Salix nigra
Salix sericea
Sambucus canadensis
Cornus amomum
Betula nigra
Cornus amomum
Lindera benzion
Platanus occidentalis
Quercus phellos
Diospyros virginiana
Alnus serrulata
Quercus falcata
Aronia arbutifilia
Cercis canadensis
Ilex glabra
Cephalanthus occidentalis
ZONE 2 - BANKFULL PLANTINGS
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PLANTING NOTES
AND DETAILS ST-3
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STREAM STABILIZATION
AND ENHANCEMENT
CROSS SECTIONS
XSC-1
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STREAM STABILIZATION
AND ENHANCEMENT
CROSS SECTIONS
XSC-2
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CITY OF DURHAM, NORTH CAROLINA
STREAM STABILIZATION
AND ENHANCEMENT
CROSS SECTIONS
XSC-3
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MISCELLANEANEOUS
STANDARD DETAIL D-1
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MISCELLANEANEOUS
STANDARD DETAIL D-5
LAKEWOOD AVENUE SEWER
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CITY OF DURHAM, NORTH CAROLINA 27
℄
℄
SCALE:
NTS
DETAIL NO.
ST-8.0
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
CURB AND GUTTER
DURHAM
CITY OF MEDICINE
1869
REVISION DATE:
12/07/2009
SCALE:
NTS
DETAIL NO.
ST-9.0
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
DURHAM
CITY OF MEDICINE
1869
REVISION DATE:
12/07/2009
DRIVEWAY FOR CURB AND GUTTER
STREET SECTION
SECTION B-B
PLAN
C
C
PLAN
B
B
PLAN A
SECTION A-A
SECTION C-C
SCALE:
NTS
DETAIL NO.
ST-10.0
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
SIDEWALK ACROSS
DRIVEWAY APRON
DURHAM
CITY OF MEDICINE
1869
REVISION DATE:
12/07/2009
SECTION A-A
PLAN VIEW
SECTION B-B
SECTION C-C
SCALE:
NTS
DETAIL NO.
ST-12.0
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
DURHAM
CITY OF MEDICINE
1869
REVISION DATE:
12/17/2009
PAVEMENT TRANSITION
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SIDE VIEWSTABILIZED OUTLET
GEOTEXTILE DEWATER SILT BAG GENERAL NOTES
TYPICAL CHANNEL STABILIZATION
STREAM PUMP-AROUND OPERATION
GEOTEXTILE LINER
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NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 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.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization Permanent Stabilization
·Temporary grass seed covered with straw or
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.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on-site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
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.
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.
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.
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.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
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.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
(b) High Quality Water
(HQW) Zones
(c) Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d) Slopes 3:1 to 4:1
(e) Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
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REPLACEMENT
PREPARED FOR
DEPARTMENT OF WATER MANAGEMENT
CITY OF DURHAM, NORTH CAROLINA 31
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
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.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
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. 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.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
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.
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 theNC 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(l)(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(l)(6).
·Division staff may waive the requirement for a written report on a
case-by-case basis.
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.
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DEPARTMENT OF WATER MANAGEMENT
CITY OF DURHAM, NORTH CAROLINA 32
OF 33
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LAKEWOOD AVENUE SEWER
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DEPARTMENT OF WATER MANAGEMENT
CITY OF DURHAM, NORTH CAROLINA 33