NCC220896_Site Plan or Location Map_20220228

FOLDING VILLAGE NORTH LAKE PHASES 5 -7
PULTE EROSION CONTROL LOTS
0 SOUTH FRANKLIN STREET
WAKE FOREST, NC
INDIVIDUAL LOT EROSION CONTROL PLAN
PROJECT NUMBER: PLT-22001
DATE: 02-10-2022
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VICINITY MAP
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SHEET INDEX
EC-1A
OVERALL LOT PLAN
EC-113
LOT PLAN AREA 1
EC-1C
LOT PLAN AREA 2
EC-1D
LOT EROSION CONTROL DETAILS
EC-1E
LOT EROSION CONTROL DETAILS
LOTS INCLUDED IN DISTURBED AREA (68 TOTAL):
60-64; 72-76; 134-143; 153-160; 202-241
These plans have been electronically approved for construction by the Town of Wake Forest
Public Works and Engineering Department. This approval may not be edited once issued.
Carrie
M MitcheII02/
Public Works/Engineering 14/2022
These plans have been electronically approved for construction by the Town of Wake Forest
Planning Department. This approval may not be edited once issued.
N/A
Planning
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CONTACT
JOHN MARTIN, PE
[e-mail]
PHONE: [phone]
CLIENT
PULTE HOME COMPANY, LLC
1225 CRESCENT GREEN DR., SUITE 250
CARY, NC 27518
Scott Cobb
[e-mail]
PROJECT DIRECTORY
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Feb 10 2022 5:20 PM Dote
REVISIONS
NO.
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DATE
CONTROL PLAN FOR:
HOLDING VILLAGE NORTH LAKE PHASES
5-7
PULTE EROSION CONTROL LOTS
0 SOUTH FRANKLIN STREET
WAKE FOREST, NC
PROJECT NUMBER: PLT-22001

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These plans have been electronically approved for construction by the Town of Wake Forest
Public Works 7PL__
ineering Department. This approval may not be edited once issued.
Carrie
Mitchell02/
Public Works/Engineering 14/2022
These plans have been electronically approved for construction by the Town of Wake Forest
Planning Department. This approval may not be edited once issued.
N/A
Planning
GRAPHIC SCALE
0 50 100 200
finch =100ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
PULTE HOME COMPANY, LLC
1225 CRESCENT GREEN DR., SUITE 250
CARY, NC 27518
Scott Cobb
[e-mail]
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REVISIONS
NO. DATE
1
2
3
4
5
6
PLAN INFORMATION
PROJECT NO.
PLT-22001
FILENAME
PLT22001-OAEC
CHECKED BY
JCM
DRAWN BY
RJF
SCALE
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DATE
02.10.2022
SHEET
OVERALL LOT PLAN
EC-1A

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LIMITS OF
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10'
SLOPES STEEPER
OR LESS IN LENGTH
THAN 3:1
7 DAYS
AND ARE NOT STEEPER
THAN 2:1, 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7—DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50
FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HQW
FLATTER THAN 4:1
ZONES)
TYPICAL TOWNHOME LOT
EROSION CONTROL
DETAIL
SCALE: 1 "=20'
EROSION CONTROL LEGEND
SILT FENCE TO BE INSTALLED
AT PROPERTY LINE ON THE
LOW SIDE OF LAST
DISTURBED LOT
SILT FENCE OUTLETS TO BE
LOCATED AT ALL LOW POINTS
NEAR LOW SIDE PROPERTY
LINE OF TOWNHOME
BUILDINGS
10' WIDE TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE TO
BE LOCATED AT FUTURE BOC
AND EXTEND ALONG LOT
FRONTAGE AS SHOWN
IIIIIIIII, SILT FENCE OUTLET wifflom CONSTRUCTION ENTRANCE/EXIT
SF/LD —SF/LD COMBINATION SILT FENCE/LIMITS OF
DISTURBANCE (D INLET PROTECTION
EXISTING TOPOGRAPHY NOTE: EXISTING UTILITIES NOTE:
NO AS -BUILT FIELD TOPOGRAPHIC SURVEY OF THE RESIDENTIAL LOTS WAS PERFORMED AS PART CONTRACTOR IS ADVISED THAT EXISTING UTILITIES ARE NOT FIELD VERIFIED. CONTRACTOR SHALL
OF THE PREPARATION OF THIS EROSION CONTROL PLAN. THIS EROSION CONTROL PLAN
USE EXTREME CAUTION DURING CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO
ASSUMES THE RESIDENTIAL LOTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE
EXISTING UTILITIES.
APPROVED GRADING PLAN. ALL GRADES SHOWN ON THESE PLANS SHALL BE FIELD VERIFIED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR
GRADE CHANGES.
SEEDING PLAN:
SEEDBED PREPARATION
MAINTENANCE
AREAS TO BE SEEDED TO BE SCARIFIED 4" DEEP. A FIRM, WELL PULVERIZED, UNIFORM SEEDBED
JAN 1 - AUG 15: REFERTILIZE IF GROWTH IS NOR FULLY ADEQUATE. RESEED, REFERTILIZE,
SHOULD BE PROVIDED. FERTILIZER SHALL BE PLACED DURING SCARIFICATION AS FOLLOWS:
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
LIME: 45 LBS / 1,000 SF
AUG 15 - DEC 30: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH
PHOSPHOROUS: 20 LBS / 1,000 SF
50 LB/AC OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
FERTILIZER: 17 LBS / 1,000 SF
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/AC
SWITCHGRASS IN LATE FEBRUARY OR EARLY MARCH.
PER NORTH CAROLINA SOIL AND SEDIMENTATION LAW, A VEGETATIVE GROUNDCOVER
SUFFICIENT TO PERMANENTLY RESTRAIN EROSION SHALL BE RE-ESTABLISHED WITHIN 21
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO USE THE
CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUNDCOVER
PERMANENT SEEDING SCHEDULE.
FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
PERMANENT SEEDING SCHEDULE
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
TEMPORARY SEEDING SCHEDULE
APR 15 -JUNE 30 SWITCHGRASS (PANICUM VIRGATUM) 25 (LBS/ACRE)
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
JAN 1- MAY 1 RYE (GRAIN) 120 (LBS/ACRE)
SOIL AMENDMENTS
SWITCHGRASS (PANICUM VIRGATUM) 50 (LBS/ACRE)
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2 TONS/AC IN SANDY SOILS (3 TONS/AC
MAY 1- AUG 15 GERMAN MILLET 40 (LBS/ACRE)
IN CLAY SOILS) GROUND AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZER (FROM
AUG 15 - DEC 30 RYE (GRAIN) 120 (LBS/ACRE)
AUG 15 - DEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC).
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2 TONS/AC IN SANDY SOILS (3 TONS/AC
MULCH
IN CLAY SOILS) GROUND AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZER (FROM
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
AUG 15 - DEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC).
ANCHORING TOOL.
MAINTENANCE
NPDES SELF -INSPECTION PROGRAM:
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING
YEAR; USE SOIL TESTS OR APPLY 150 LB/AC 10-10-10 FERTILIZER. MOW REGULARLY TO A HEIGHT
OF 2-4 INCHES.
EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING LAND -DISTURBING ACTIVITY LARGER
THAN ONE (1) ACRE MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND
DOCUMENT THE INSPECTION IN WRITING. ALL EROSION AND SEDIMENTATION CONTROL
MEASURES, INCLUDING, BUT NOT LIMITED TO, SEDIMENTATION CONTROL BASINS,
SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY DIVERSIONS,
TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS
OF INLET PROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND
STABILIZATION METHODS OF OPEN CHANNELS MUST BE INSPECTED BYTHE FINANCIALLY
RESPONSIBLE PARTY, LANDOWNER, OR THEIR AGENT.
These plans have been electronically approved for construction by the Town of Wake Forest
Public Works and Engineering Department. This approval may not be edited once issued.
\Carrie
MitcheII02/
Public Works/Engineering 14/2022
These plans have been electronically approved for construction by the Town of Wake Forest
Planning Department. This approval may not be edited once issued.
N/A
Planning
N
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
PULTE HOME COMPANY, LLC
1225 CRESCENT GREEN DR., SUITE 250
CARY, NC 27518
Scott Cobb
[e-mail]
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REVISIONS
NO. DATE
1
2
3
4
5
6
PLAN INFORMATION
PROJECT NO.
PLT-22001
FILENAME
PLT22001-OAEC
CHECKED BY
JCM
DRAWN BY
RJF
SCALE
1" = 50'
DATE
02.10.2022
SHEET
LOT PLAN AREA 1
EC-lB

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McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
PULTE HOME COMPANY, LLC
1225 CRESCENT GREEN DR., SUITE 250
CARY, NC 27518
Scott Cobb
[e-mail]
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REVISIONS
NO.
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2
3
4
5
DATE
6
PLAN INFORMATION
PROJECT NO. PLT-22001
FILENAME PLT22001-OAEC
CHECKED BY JCM
DRAWN BY RJF
SCALE 1" = 50'
DATE 02.10.2022
SHEET
LOT PLAN AREA 2
EC-1C

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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stab ligation Permanent Stabi I ization
• Temporary grass seed covered with straw or • Permanent grass seed covered w'th straw or
other mulches anc tacicifiers other mulc -ies and tack-f-ers
■ Hydroseeding • Geotextile fabricssoch as permanent soil
■ Rolled erosier control products with or reinforcement matting
w-thouttemporary grass seed • Hydroseeding
■ Approoriately applied straw or other mulch • Shrubs or other permanent plant rgs coverec
■ PIasticsheet'rg with mu ch
• 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.
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. 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.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must Include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amcLints-
maintained in
I- no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual day rainfall information i5
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a sire inspecticn 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
At least Once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspecticn,
and within 24
3. Narne of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) stormwater
At least Once per
1. Identification of the discharge cutfalls inspected,
dischcr"e
7 calendar days
2. Date and time of th=_ inspecticn,
outfalls (sD0s)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater polluticn such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
!=visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the `allowing shall be made -
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of c rain
the site limits,
event 5 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
Isl Streams or
At least once per
F the stream or vietland has increased visible sedimentation or a
wetlands smite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the follcwing shall be made:
(vJhere
huurs ura rain
1. DescripLiu n, evidence and &Le of currective acLiuns Laken, and
accessible)
event > 1.0 inch in
2. Records of the required repot .5 to the appropriate Division
24 hours
Regional office Per Part III, 5-2ction C, Item i2)(a) of this permit.
(G)Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion Of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentaticn that the required ground stabilization
measures have been provided within the required
timeframe or an ass-urance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) CurrecLive acLians 17ave been Laken
Initial and dale a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.411
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
EFFECTIVE: 04/01 / 19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable 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.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
a Within24 hours, an oral or e ectronic notification.
deposition in a
• Within 7 calendar days, a report that contains a descri otion of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case bass.
■ If the stream is named an 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 p•actices if staff
determine that additional requiremenLs are needed to assure cornpliance
with the federal or state impaired -waters conditions.
(h) nil ;pills and
. Within24 hours, an oral or e ectronic notification. The notification
release of
shall - nclude -nformation about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
e A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within24 hours, an oral or e ectronic notification.
bypasses [40 CFR
• Within 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
qua ity and effect of the bypass.
(e) Noncompliance
■ Within24 hours, an oral ore ectronic notification.
with the conditions
• Within 7 calendar days, a report that contains a descri otion of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncomp lance has not
health or the
been corrected, the anticipated time noncor-ipliance is expected to
environment[40
contin-ie; and steps ta<en or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
■ Division staff may waive the requirement for a written report on a
case -by -case bass.
I NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
These plans have been electronically approved for construction by the Town of Wake Forest
Public Works and Engineering Department. This approval may not be edited once issued.
LCarrie
Mitche1102/
Public Works/Engineering 14/2022
These plans have been electronically approved for construction by the Town of Wake Forest
Planning Department. This approval may not be edited once issued.
N/A
Planning
7L
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
Ln
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
PULTE HOME COMPANY, LLC
1225 CRESCENT GREEN DR., SUITE 250
CARY, NC 27518
Scott Cobb
[e-mail]
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REVISIONS
NO. DATE
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3
4
5
6
PLAN INFORMATION
PROJECT NO. PLT-22001
FILENAME PLT22001-OAEC
CHECKED BY JCM
DRAWN BY RJF
SCALE NTS
DATE 02.10.2022
SHEET
LOT EROSION CONTROL
DETAILS
EC-1D

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8' MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
CTFFI Pr1CT
WIRE FENCE
STEEL POST
MAINTENANCE REQUIREMENTS
1. INSPECT SEDIMENT FENCES AT LEASE ONCE
A WEEK AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO
AVOID UNDERMINING THE FENCE DURING
CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
FILTER FABRIC
BACKFILL TRENCH AND
COMPACT THOROUGHLY NATURAL
GROUND
• • • • • • 00
• • .•. •
• • • : • • • ;
:ii�4" •••• S�
• •• MIN.*
•' UP
.: •;••; ;•;.• : 8„
. •�•• ��� •0 MIN.
• •;.:; •:: •0:
0: .. 00
.••. .•
..• •
INSTALLATION DETAIL OF SEDIMENT FENCE
MINIMUM 10
LINE WIRES
NOTE:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.
A
COUNTY
ORTTI CAROLIN
EFFECTIVE: 01131
8'-0" MAXIMUM
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
—SILT FENCE FABRIC
o
r7
=
FILL SLOPE
N
z
iRs
alcq
}., GRADE
6" MINIMUM COVER
I
JrANCHOR
OVER SKIRT •
a
SKIRT AS DIRECTED
ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
RAL
ND
IMUM 12-1/2 GAUGE
RMEDIATE WIRES
GRADE
CONCRETE BLOCK
DEWATERING
•p��T• 'T � • i
_ o °O oo° o -�
CONSTRUCTION SPECIFICATIONS P °TPAOOO
°
/ o ° -------
0 o
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE �� °n a (1 0OoaOooU�
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL O t> 0 6 —
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED _`
AT LEAST 2 INCH BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL FILTER
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
BLOCK OPENINGS. WIRE SCREEN
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT
WIRE MESH WITH INCH OPENING OVER ALL POOL
BLOCK OPENING TOO HOLD GRAVEL IN PLACE. DEWATERING
3. USE CLEAN GRAVEL,3/4—TO 1/2—INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND 16"
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED 1'MIN. ■ ■
STONE IS RECOMMENDED. 2'MAX.
II —III —III—
III=III=III=III=III—III—II °
I—III—III-
1I I III I I=1 I I-1 I I III —III —III —III —I II
SEDIMENT I=III=
BLOCK AND GRAVEL DROP INLET PROTECTION
i W91422�"Ouzel:?-11fixill "��r•�:z•�Irx.�r�•��■•r_�i�rr y�
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (z INCH OR GREATER) RAINFALL EVENT. CLEAR
MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT
TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
NOTE:
----------------------
1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT
AFTER EACH RAIN EVENT. GRAVEL SHOULD BE REPLACED
AND REPAIRS MADE AS NEEDED.
Ao
NQRTHCAROLIN
STANDARD METAL POSTS 2'-0" IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
# 57 WASHED STONE PLACED TO A HEIGHT OF 12"-18" MINIMUM ABOVE TOP OF BOX
STANDARD GRAVEL YARD INLET PROTECTION
EFFECTIVE: 01/31/08
PLACE GRAVEL BAGS SUCH THAT
NO GAPS ARE EVIDENT
CATCH BASIN
CURB INLET
FLOW
PONDING AREA FOR
SEDIMENT SEPARATION
BACK OF CURB
PLAN VIEW
NOTES:
1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND
AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF.
2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH j INCH
(OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT
AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
4. WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.
A
COUNT
NCtR'i'H C,iR(�L1N
EFFECTIVE: 01/3 D08
TOP OF
MUST BE
ABOVE Tl
THE WAS
STEEL FENCE POST,
WIRE FENCE
HARDWARE CLOTH .
FILTER OF
WASHED S
BURY WIRE FENCE AND HARDWARE CLOTH
A.
COUNTY
?voarH CARpTJIr
EFFECTIVE: 01 /31 /08
FLOW
NOTE: GRAVEL BAG SHOULD NOT
�E HIGHER THAN TOP OF CURB
rEioo uu rr
SECTION VIEW
STANDARD GRAVEL BAG CURB INLET PROTECTION
4' h9N. SILT FENCE
u CLOTH IN TRENCH
STEEL FENCE POSrII
SET LW( IN APARr-
MIN. 1B• INTO SOLI
GROUND
3' FILTER FABRIC
ON GROUND
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
BURY 6' OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
These plans have been electronically approved for construction by the Town of Wake Forest
Public Works anyl EngltTeering D�paartment. This approval may not be edited once issued.
me
MitcheII02/
�14/2U2T—
Public Works/Engineering
These plans have been electronically approved for construction by the Town of Wake Forest
Planning Department. This approval may not be edited once issued.
N/A
Planning
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
PULTE HOME COMPANY, LLC
1225 CRESCENT GREEN DR., SUITE 250
CARY, NC 27518
Scott Cobb
[e-mail]
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Feb 10 2022 5:21 PM Dfl«5y,,.
REVISIONS
NO. DATE
1
2
3
4
5
6
PLAN INFORMATION
PROJECT NO.
PLT-22001
FILENAME
PLT22001-OAEC
CHECKED BY
JCM
DRAWN BY
RJF
SCALE
NTS
DATE
02.10.2022
SHEET
LOT EROSION CONTROL
DETAILS
EC-1E