NCC214502_Site Plan or Location Map_20210817

RAEFORD ROAD HWY 211
VICINITY MAP (NTS)
........................................................................................................................
1) Ground Stabilization*
........................................................................................................................
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
swales, ditches anil
7 days
None
slopes
• High Quality
Water (HOW)
7 days
None
Zones
If slopes are 10' or
• Slopes steeper
7 days
less in length and are
than 3:1
not steeper than 2:1,
14 days are allowed
• Slopes 3:1 or
7-days for slopes
flatter
14 days
greater than 50feet
in length
• All other areas
None
with slopes flatter
14 days
(except for perimeters and
than 4:1
HQW Zones)
* "Extensions of time may be approved by the permitting
authority based on weather or other site —specific conditions
that make compliance impracticable." (Section 11.6(2)(b))
CONSTRUCTION SEQUENCE:
1.INSTALL CONSTRUCTION ENTRANCES AS SHOWN.
2. INSTALL SILT FENCES, SILT FENCE OUTLETS, & DIVERSION DITCHES.
3. CLEAR LOTS AS NEEDED TO CONSTRUCT HOME.
4. GRADE LOTS & CONSTRUCT HOMES.
5. GRASS LOTS.
NOTES:
1. TOTAL AREA TO BE DISTURBED:
3.38 ACRES (BY COORDINATE COMPUTATION)
2. THE AREA TO STABILIZED WITH VEGETATION
IS 2.80 ACRES (122,000 SF)
3. CONTOURS TAKEN FROM NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION INFORMATION.
4. NO SEDIMENTATION AND EROSION CONTROL MEASURES
SHALL BE REMOVED WITHOUT NCDENR APPROVAL.
5. OWNER:
Lots 1-10
McKee Homes, LLC
109 Hay Street, Suite 301
Fayetteville, INC 28301
GENERAL EROSION AND
SEDIMENT CONTROL NOTES:
1. UNLESS OTHERWISE INDICATED. ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
3. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY THE
PLAN APPROVING AUTHORITY.
4. CONTRACTOR SHALL INSPECT ALL CONTROL MEASURES
WEEKLY AND AFTER EACH RUNOFF —PRODUCING EVENT.
ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION
CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
5. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
6. THE PLAN APPROVING AUTHORITY WILL BE NOTIFIED ONE WEEK
PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK
PROR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY,
AND ONE WEEK PRIOR TO FINAL INSPECTION.
7. PERMANENT GROUND COVER SHALL BE ESTABLISHED WITHIN 14
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
AFTER COMPLETION OF DEVELOPMENT.
8.FOR EXPOSED SLOPES, TEMPORARY GROUND COVER SHALL BE
ESTABLISHED NO LATER THAN 14 CALENDAR DAYS FOR SLOPES FLATTI
THAN 3:1 AND 7 DAYS FOR SLOPES STEEPER THAN 3:1.
9. CONTRACTOR IS REQUIRED TO SELF INSPECT AND SELF MONITOR THE
PROJECT AS REQUIRED BY THE G.S. 113A-54.1.
INSPECT SWALES AFTER EACH PERIOD OF SIGNIFICANT RAINFALL.
CHECK THE SWALE FOR DAMAGE FROM EROSION OR PIPING.
RE —GRASS ALL SWALES IMMEDIATELY AFTER ANY DAMAGE.
RE —WORK ANY RIPRAP AS NEEDED IN THE SWALES AT THE CHECK DAMS.
kLL SWALES MUST BE STABILIZED WITHIN 7 DAYS.
F
0
z
LEGEND
PROPERTY LINE SURVEYED
PROPERTY LINE NOT SURVEYED
RIGHT OF WAY LINE —
EXISTING CONTOUR LINE----386-----
CONSTRUCTION LIMITS ----------
SILT FENCE —X X X X
EDGE OF PAVEMENT
TEMP. DIVERSION DITCH
Averette Engineering Co., P.A.
Established 1970
CIVIL ENGINEERING Address:
LAND SURVEYING 712 E. Lake Ridge Road
PLANNING Raeford, NC28376
Phone: [phone]
Fax: [phone]
License: C-0146
Web: www.averette-eng.com
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DRAWN BY:
M DA
CHECKED BY:
CDA
PROJECT #:
McKee —Aberdeen Grande
DRAWING NAME:
AD —Erosion
DATE:
6.
June 22, 2021
REVISIONS
NO. DESCRIPTION DATE
EROSION CONTROL PLAN
ABERDEEN GRANDE
LOTS 1-10
Owner: McKEE HOMES, LLC
1" = 50'
SHEET NO.:
C 1

SILT FENCE - Practice 6.62
.............................:
1) Ground Stabilization*
........................................................................................................................
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
swales, ditches
7 days
None
and slopes
• High Quality
Water (How)
7 days
None
Zones
If slopes are 10' or
• Slopes steeper
7 days
less in length and are
than 3:1
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
with slopes flatter
14 days
(except for perimeters and
than 4:1
HQW Zones)
ns of time may be approved by the permitting
Ehbased on weather or other site -specific conditions
compliance impracticable." (Section ILB(2)(b))
TEMPORARY
SEEDING SPECIFICATIONS:
Table 6.10a Temporary Seeding Recommendations for
Late Winter and Early Spring
Seeding Mixture
Species Rates (lb/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Seeding Notes
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains - Above 2500 ft; Feb 15 - May 15
Below 2500 ft; Feb 1 - May 1
Piedmont - Jan. 1 - May 1
Coastal Plain - Dec. 1 - Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Table 6.10b Temporary Seeding
Recommendations for Summer
Seeding Mixture
Species Rates (lb/acre)
German millet 40
Seeding Notes
In the Piedmont & Mountains, a small -stemmed Sudongross
may be substituted 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 lb/acre ground agricultural limestone
and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking
with asphalt netting, or a mulch anchoring tool.
A disk with blades set nearly straight can be used
as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed,
refertilize and mulch immediately following erosion
or other damage.
Table 6.10c Temporary Seeding
Recommendations for Fall
Seeding Mixture
Species Rates (lb/acre)
Rye (grain) 120
Seeding dates
Mountains - Aug. 15 - Dec. 15
Coastal Plain & Piedmont - Aug. 15 - Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground
agricultural limestone and 1,000 lb/acre
10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking
with asphalt, netting, or a mulch anchoring
P 9r 9
tool. A disk with blades set nearly straight
ht
can be used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress
with 50 lb/acre of nitrogen in March. If it is neccessary to
extend temporary cover beyond June 15, overseed
with 50 lb/acre Kobe (Piedmont and Coastal
Plain) or Korean (Mountains) lespedeza in
Late February or early March.
Averette Engineering Co., P.A.
Established 1970
CIVIL ENG1A'- " -
LAND SURV
PLANNING
Address:
712 E. Lake Ridge Road
Raeford, NC28376
Phone: [phone]
Fax: [phone]
License: C-0146
Web: www.averette-eng.com
LOCATION
A TEMPORARY CONSTRUCTION EXIT SHALL BE LOCATED AT EVERY
ACCESS/EGRESS POINT OF THE CONSTRUCTION SITE WHERE EQUIPMENT
AND/OR TRAFFIC LEAVES THE CONSTRUCTION AREA AND ENTERS A PUBLIC
ROAD OR EXISTING PAVED AREA OF THE SITE WHICH IS NOT INVOLVED IN
THE CURRENT PROJECT.
SIZE
WIDTH - THE TEMPORARY CONSTRUCTION EXIT SHALL HAVE A MINIMUM
WIDTH OF 12 FEET BUT SHALL NOT BE LESS THAN THE FULL WIDTH OF THE
VEHICULAR ACCESS AREA.
LENGTH - MINIMUM LENGTH OF 25 FEET.
DEPTH - MINIMUM 6 INCHES.
MAINTENANCE REQUIREMENTS
THE TEMPORARY CONSTRUCTION EXIT SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR THE FLOW OF MUD ONTO
PUBLIC RIGHTS -OF -WAY OR UNDISTURBED PAVED AREAS. THE EXIT MAY
REQUIRE PERIODIC DRESSING WITH FRESH AND CLEAN 2-INCH STONE
AS CONDITIONS DICTATE. ALL MATERIALS (MUD, SOIL, SEDIMENT, ETC)
SPILLED, DROPPED, WASHED, OR TRACKED FROM THE CONSTRUCTION AREA
ONTO ROADWAYS AND OTHER PAVED AREAS SHALL BE REMOVED IMMEDIATELY.
GENERAL
WHEELS MUST BE CLEANED TO REMOVE MUD AND OTHER DEBRIS PRIOR TO
ENTERING ONTO PAVED AREAS. WHEN WASHING OF EQUIPMENT AND/OR
VEHICLES IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH
CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR
CONSTRUCTION ENTRANCE DETAIL
NO SCALE
PERMANENT
SEEDING SPECIFICATIONS:
Seeding Mixture
Seeding dates
March 1 - August 31
Species
Rates
Kentucky 31 Tall Fesuce
50#/acre
(festuca Arundinacea)
Centipedegrass
10#/acre
(Eremochloa ophiuroides)
Common Bermuda, hulled
25#/acre
(cynodon Dactylon), hulled
September 1 - February 28
Species
Rates
Kentucky 31 Tall Fesuce
50#/acre
(festuca Arundinacea)
Common Bermuda, hulled
25#/acre
(cynodon Doctylon), hulled
Common Bermuda, unhulled
25#/acre
(cynodon Dactylon)
Soil amendments
Apply lime and fertilizer according to soil tests,
or apply 300 lb/acre 10-10-10 fertilizer.
Sprigging
Plant sprigs in furrows with a tractor -drawn
transplanter, or broadcaster by hand.
Furrows should be 4-6 inches deep and 2 feet apart.
Place sprigs about 2 feet apart in the row with
one and at or above ground level (Figure 6.11d).
Broadcast at rate shown above, and press sprigs
into the top / 1 2-2 inches of soil with a disk set
straight so that sprigs are not brought back
toward the surface.
Mulch
Do not mulch.
Maintenance
Fertilize very sparingly-2 lb/acre nitrogen in springs
with no phosphorus. Centipedegrass cannot tolerate
high pH or excess fertilizer.
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Construction Specifications
MATERIALS
1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certified
by the manufacturer or supplier as conforming to the requirements in ASTM D 6461, which is shown
in part in Table 6.62b. Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers to
provide a minimum of 6 months of expected usable construction life at a temperature range of 0 to
120' F.
2. Ensure that posts for sediment fences are 1.33 lb/linear ft steel with a minimum length of 5 feet.
Make sure that steel posts have projections to facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a
maximum mesh spacing of 6 inches.
CONSTRUCTION
4 U M 1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
SS 2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground surface.
(Higher fences may impound volumes of water sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length ofthe barrier to avoid joints.
When joints are necessary, securely fasten the filter cloth only at a support post with 4 feet minimum
overlap to the next post.
4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the
posts. Extend the wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then
fabric on the upslope side of the fence post. Wire or plastic zip ties should have minimum 50 pound
tensile strength.
5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Support posts
should be driven securely into the ground a minimum of 24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require wire mesh support fence.
Securely fasten the filter fabric directly to posts. Wire or plastic zip ties should have minimum 50
pound tensile strength.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of posts
and upslope from the barrier (Figure 6.62a).
8. Place 12 inches of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the
backfill is critical to silt fence performance.
10. Do not attach filter fabric to existing trees.
SEDIMENT FENCE INSTALLATION USING THE SLICING
METHOD
Instead of excavating a trench, placing fabric and then backfilling trench, sediment fence may be
installed using specially designed equipment that inserts the fabric into a cut sliced in the ground with
a disc (Figure 6.62b).
Installation Specifications
1. The base of both end posts should be at least one foot higher than the middle of the fence. Check
with a level if necessary.
2. Install posts 4 feet apart in critical areas and 6 feet apart on standard applications.
3. Install posts 2 feet deep on the downstream side of the silt fence, and as close as possible to the
fabric, enabling posts to support the fabric from upstream water pressure.
4. Install posts with the nipples facing away from the silt fabric.
5. Attach the fabric to each post with three ties, all spaced within the top 8 inches of the fabric. Attach
each tie diagonally 45 degrees through the fabric, with each puncture at least 1 inch vertically apart.
Also, each tie should be positioned to hang on a post nipple when tightened to prevent sagging.
6. Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties.
7. No more than 24 inches of a 36 inch fabric is allowed above ground level.
8. The installation should be checked and corrected for any deviations before compaction.
9. Compaction is vitally important for effective results. Compact the soil immediately next to the silt
fence fabric with the front wheel of the tractor, skid steer, or roller exerting at least 60 pounds per
square inch. Compact the upstream side first, and then each side twice for a total of 4 trips.
Maintenance
Inspect sediment fences at least once a week and after each rainfall. Make any required repairs
immediately. Should the fabric of a sediment fence collapse, tear, decompose or become ineffective
Y p p
replace it promptly. 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
p g g
cleanout. Remove all fencingmaterials and unstable sediment deposits and bring the area to grade
p g
and stabilize it after the contributing drainage area has been properly stabilized.
CONSTRUCTION 1.
REMOVE AND PROPERLY DISPOSE OF ALL TREES
SPECIFICATIONS:
BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
2.
ENSURE THAT THE MINIMUM CONSTRUCTED CROSS
SECTION MEETS ALL DESIGN REQUIREMENTS.
3.
ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER
AT ANY POINT THAN THE DESIGN ELEVATION PLUS
THE SPECIFIED SETTLEMENT.
4.
PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO
PERMIT MACHINE REGRADING AND CLEANOUT.
5.
VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION,
UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE: 1.
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE
FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND STABILIZE IT APPROPRIATELY.
TEMPORARY
DIVERSION /TOPSOIL STORAGE DETAIL
DRAWN BY:
M DA
CHECKED BY:
CDA
PROJECT #:
McKee -Aberdeen Grande
DRAWING NAME:
AD-Erosion.dwg
DATE:
June 22, 2021
MINIMUM
Table 6.62b Specificationsor Sediment Fence FabTic
Temporary Silt Fence Material Property Requirements
Su�tpottef'
Urn -Supported'
Type of
Test Material Units Slit Fenoe
Silt Fence
1r�aue
Grab Strength ASTM U 402 N ()bs )
Machine Direction 4(N)
550
MAR'./
;s0}
390)
-Machuie Direcbon 4Dt}
453
MA41..,
1i 90}
i 90)
Formiln0y` A5TMD4491 sec-) U-05
CW5
MAfr,:
Apparent Opening Site ASThA D 4751 com 0-6D
IJ-6d
Max. AR%P
(US Sieve #) (34))
(35)
7E1% after -
ultravidet S=il4 ASTM D 4355 Reta4iad
7D% aiker
Typical
500h of exposure
Strength
500h of exposure
' Si1t Fence support shall wrvsi.st of 14 gage steel vnre with a ftnesh s Tsang of 150 men (6 inches), or prefabirmated poylrner mes'I c-
equivalent stFe . .
2 Thew default varl are based on empirical evidence with a v'aflety c# sediment. For emironmentally sensisive areas, a review of
previous experieme aiidla€ site aE reg5orra[ly specitpc gaotexbEe tests irr accordance with. Test Method D 514 t should be
perkwir led
by the agency to confirm SUIT abiNty of these raVrement'8-
y As frleasirfed in acrardance with Test Method D 4632.
steel ic
post
irm
fence
24"
Sr max.
6' rnax,
Wire
fence
ibric with wire
In witwit i
B" down & 4"
forward along
#hP_ tre nc h
Plastic or
wire ties
F4tev
fabric
Cross -Section
View
Filter
5teol fahric Backfill treahch
post and compact
thoratihl}r IF. � i i *� • 4 • 4 ll
4 i 4 il 4* o
■ min .. •
.. T
.. +� a a `4 an 97
24 • mfri
+ F�F ■ Y iIF 0of
i
.....a. „1. d
. ,
Figure 6.62a Installabon detail of a sediment fence.
POST
CLASS 1 OR 2 _
RIP -RAP WASHED STONE
(NCDOT #5 OR #57)
I
FLOW
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
4' MAX.
CLASS 1 OR 2
- STEEL POST RIP -RAP WITH
WIRE FENCING 4 INCHES OF
IF APPLICABLE WASHED STONE ON
( ) UPSTREAM FACE
k btural
round
WOVEN FILTER FABRIC
GENERAL NOTES: ..
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
2. CLASS 1 OR 2 RIP -RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5 OR
#57 WASHED STONE ON THE UPSLOPE SIDE.
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
SILT FENCE OUTLET
NO SCALE
REVISIONS
NO. DESCRIPTION DATE
K4aturoJ
ground
/
The Slicing Meth.
T4�i tat` o 'T.0 , Or1 "fsi ru rlt
z' m u t an
paaklg areas
Arneh Iodic no
-_.-$earn we oe. PV
FLOW �
it
Whit aver each side orelR 1
ranee 2 to timeswltli I
-;10SF BPhil;
Ilev6m exmleq 60 py-I- Ill I
qmR
- I°el
cA155phdite SLII
Loi%ai_Yd A-'
.,
N
/ /j
t
wa
/
_
/ / / />
oo
No more than 24" of 36' fabdr-
Is allawed above ground-
Ai7ACHM ENT DETAILS'
■ C,nrl5er ldtAc dt posts, it raci,6&d.
a- u83z& f oa Pied Get past, al vyftin fop 016T fabric,
* Pcpukm each lie angonalry+, pure c cft rbNaa v wrcaily
a rnki erlam of 1' cpart
Is Hang each 1io crra post nipple and tighten �tic 9y.
use onbb tlea (r of soft vitro.
boll of sift fence
.�
8'-:2"
I
;`1]e§t
elstn�ad
7ffer
-_V0C
1• CM0fT" Crfsel ccwt s1cro bk3da '
3" width I:( 0,7" w4C11Y11
Carn�xatea #i5faiotia n
Vlf:iclioty;Now is not ac eptCnJe bi cause of 1' CAZO1'nt01 CCMP0C1i0T1
Figure-&62b Schematics for using the sfidng method to insEall a sediment fence Adapted frorn ofr� Ferice tpal Works
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details a nd sp-i ications on this plan sheet will msu h in the c.nstmcti.n
-wit being c sid-c!­Pliant with the Ground Stabiliai.nd Maeials Handling
sections of the NC601 Construction General Permit Sections rand F re active) .The
P
rmittee shall com I with the Erosion and Sediment Control Ian a oved b the
Pe PY P ,pp"the
delegated authority having i.,isdicti.n. All detailsand specffiati.ns shown on this sheet
may n.tapply depending on site conditions and the delegated authority havingjurisd icti.n.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
manycalendar
days after ceasing
Timeframe variations
lend disturbance
(a) Perimeter dikes,
wales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
(HQW) Zones
7
None
(c) Slopes steeper than
31
7
If slopes are 10' or less in length and are
n of steepe,than 2:1, 14days 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
-7 days for perimeter dikes, swales,
(e) Areaswith slopes
flanerthan 4:1
14
ditches, pe,i meter slopes and HQW Zones
-10 daysfo, Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of constmction activities, any areas with tempoary
ground stabil'aation shall be converted to permanent ground stabil'aation as soon as
pactiable but in no case longer than 90 calendar days after the last land disturbing
activity. Tempoary ground stabilization shall be maintained in a mannerto renderthe
surface sta ble against acceleated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilze the ground sufficiently so that ain will not dislodge the soil. Use one ofthe
techniques in the table below:
Teml ry4 bili,atirn Permanent Stabiliration
• Temporary g...... ed Covered with strew or • Perm anent gr� ed covered with straw or
'therm ulchesend tecklfiers 'therm -,hewn d ta'kfle rs
• H,drp sxeding • Geot-Ile fabrics such ­­­­.d
soil
inlur
oiled erosion con rolproducs with or m mating
w nhou[temporery Wass sea.hyd__ding
•Ppprpprfat.1yapplfedstramvrothermulch •Shrub,,r.therpermanentplantingsmvered
Plank sheering with mulch
r Uniform end evenly distributed Wound Cover
suident to ra"rain e,onan
• ll,fflu al m eth' ds su ch as w ncrete, asphalt or
ningwalls
• Rotlled erosion control rode swath sad p Wes
POLYACRYLAMIDES (PAMS)AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
onstm ction, selecting from the NC DWR List of Approved PAMS/FI-Iants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocoulants at the concentations specified inthe NCDWRLIstof Approved
PAMS/FI.... 1-and in accordance with the manufactu-'s instmctions.
4. Provide ponding area for contain ment of treated Stormwater before discha ,Wing
offsite.
5. Storeflocculants in lea k-proof coma iners that are kept under storm -resistant cover
unded bysecondary contdinmentstmctu,es.
EQ UIPMENTAND VEHICLE MAINTENANCE
1. Maintain vehiclesandeu entto ,vent disch.,g-ffluids. q rpm p e g
2. Provide drip pansunde,any stored equipment.
3. Identi Ieaksandre arcs s..nas feasible.rrem.ve 1-king a ant from the
fy p i g quipm
act.
pro)
4. Collectallspentfluids,st.reinseparatec.ntainersandpr.perlydisp.seas
hazardous waste (recycle when possible).
5. Remove leaking vehicles and constmaion equipment from service untilthe problem
has been corrected.
6. R,ingusedfuels,Iub,iants,c..lants, hydaulicfluidsandOther petroleum products
to a recycling or dispose I centerthat handles these mate,la Is.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Neve,bury.,bu,nwaste. Place litteranddebris inapp,.vedwastecontainers.
2. Provide a sufficient number andsi,e ofwaste containers(e.g dumpste,, tash
eceptacle) on site to contain constmction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm dain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of mn.ff
from upland areas and does not dain directly to a storm dain, stream .,wetland.
5. Coverwaste containers atthe end .reach workday and before storm events or
provide seconda ry coma in ment. Repa it or replace da maged waste coma iners.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Emptywaste containers as needed to prevent overflow. Clean up immediatelyi
ontainers overflow.
8. Dispose waste .ff-site at an approved disposal facility.
9. On business days, clean u p and dispose of waste in designated waste containers.
PAINTAND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm dsins, streams.,wetlands.
2. Locate pa int washouts at least 50 feet away from storm dain 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
onst-tion sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet awayfrom storm dains,
streams .,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
n a gavel pad and surround with sand bags.
2. Provide sta king or anchoring of portable toilets during periods of high winds or in high
foot taffic areas.
3. Monitor portable toilets for leaking and properly dispose ofany leaked material.
Utilizea licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PEST ODESAND RODENTICIDES
EARTHEN STOCKPILE MANAGEMENT 1. Sm,eand apply herbicides, pesticides and ,odenticides in accordance with label
e ,i [ions.
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 2. Store herbicides, pesticides and ,odenticides in their original containers with the
50 feet awayf,om storm dain inlets, sediment basins, perimeter sediment controls label, which lists directionsforuse, ingredients and first aid steps in case of
and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
ewvailable. 3. Do not store herbicides, pesticides and ,odenticides in a,easwhe,e flooding is
2. Protect stockpile with siltfence installed alon toe ofslo ith a minimum offset of
P g P p.surfae,whe,e they col occu l.rlean into wells,stormwaterdains, ground water
fivefeet from the toe of stockpile. orsu ,face water. 0a spill occurs, clean area Immediately.
3. Provide stable stone access point when feasible. 4. Don't stockpile these materials onsite.
4. Stabilize stockpile within the timefames provided on this sheet andinacco,dance
with the approved plan and any additional requirements. Soil stabilization is defined
vegetative, physical or chemical coveage techniques that will,estainacceleated HAZARDOUSAND TOXICWASTE
on dirtu ,bed soikfortempoaryor permanent control needs. L Createdesignated haze,douswaste collection areas on -site.
2. Place hazardous waste containers unde,co e,o, in secondary containment.
3. Do not store hazardous chemicals, drams or bagged materials di,ectlyon the ground.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING IEFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self-inspe ti.nsa,e required during normal business hours in accordance with the table
below. When.d�e,seweathe,.,siteconditi.nsw.uldcausethes.fety.fthe inspection
person net 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 aqua I to or
g,eate,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
ere delayed shall be noted in the Inspection Record.
,pat':
maI
bunoas hours?
_.,ton,so,a,mn,tk,d­
(1lneingeuge
grad wo Ing
da
pally
palhreinrallampums-
IP no dairy rein gauge ­mad'na ere made during vveekentl .,
hnll day pedotls, a duel day rainfall Irnormetlon Is
edk pays onnuM M1hsno ralnfa ll ovurred shall be repcoCrtled as
Theype - o use another rain monhrring device
approved by Nm "s�ma
21=bra
7rel�tt ,
noaraofarem
linrh in
�h-,
,
me11eP�ao�eaer� ..,n1 l �etilon.
norwhahe,nh m'-ra Wereopeanr
pedy,
ptlpndmainte,a,peneedlblt�.eavre,
,e11.r,ect.e-a.p.e.,k n
13kstn r
Ischargewa
oudalls(I-)
n, leastvnceper
calendar Gays
vnhinM
Moors ofa rein
xa h..", l���I,I,
eminca,nonof,h 1iz,age'utfallslrapenetl,
eof the Inspection,
m=, px ,,n eHonnlrg,hel nyaeralon,
cent IntloamrsM nomnweter pollmlm mar as oil
na' ,ble�'semmeln leaxngae snereun�
re ufcorrectipe aaipns liken
(4kpenmxe.o
nnad9loflnr
h.- pled, In
� ,de:tree enareeo.d
.1"11I"1IITe deanwu,erabllaeah.zedlmemn,ethesl
rylminn ona,mth-da4.. Do na a o lr.,,. ten, and
(5I5tre
wvnd-1--­-1--­as
r 4q
(where
@=able,
Paleastonceper
nl
duwnhau in
hprsoferein
I hours
Iythexream or uedend has lmm­dvlslbleaedmena. ore
mhos,Isiblelncreedwrbidty&om,hemn,, olon
y, then car bo...... llowinschellbemade:
vi priory eof cprrenive cacti ono taken, and
negionei omee er Dan ln. secd pntr"euemr(zl(aV d nhissperm
.. e
(sV�rouna
a121-:tmn
asures
artereach phase
prgramm
1. Zphrse vP dl nR Onnallatmn of perimeter UK
was a ea,meandsn,bhmg,lnsranao'n ,n
einage Pedknee,compinlon oP auland.mstwhmg
�11a cwer.)Nrn nn o, rene bPrnn pe nem
lime onthatth.,mul,edgrounds,eblllmnon
nehees bayebeen provided sNthln,he re a'.
meo an uraucedaatthey w1116eprwldedas
ossible as
NOTE: The Din inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDBEEPING AND REPORTING
SECTION B: RECORDBEEPING
1. E&SC Plan Documentation
The a pproved E&SC pla n as well as any approved deviation she II be kept on the site. The
approved E&SC plan must be kept upA,-dateth,.ugh.utthe..veage unde,this permit.
Thef.ii.wing items pertaining to the E&SC plan shall be documented in the manner
described:
Itemtn Da"ImeM
Dntumentatim Require M,
(a) E-h - Meae,re nos been instaum
and does notsiWifi... fly deviate from the
natal and date each E&sc Measnre a, a -
vftheapproved E&SC Plan or canplete, date
locations, dimensions and relative elev -s
and sign an inspettion report that lists di,
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This d--t- is required upon the
rcial installavon ofthe U8 Measures car if
the E&SCMeasures are r dified afterinitial
installation.
(b] A phase of grading has been completed.
Initial and date, copy of the a pproved E&SC
Plano complete, date and sign an inspettim
rep t,.tindicatecompletionofthe
on pM1ase.
(c) Ground cover is located and insta lied
I,t,,I and date a copy W the approved E&SC
'. .,dance with the approved E&.SC
an nsp
Plan or anplete, date and sign ett
Plan c
report to indicate ovmpliance with ,PP_d
ground cover speaficatians.
(d] The maimenance antl repair
mplete, dare antl sign n nspecrivn report.
1-irer-farall E&SC Measures
nape be� perfnrmed.
I']Corree ca ctivcti �have been taker
mate nial and da copy of the approved EhSC
to E&3C Measures.n
Planomplete, date and sign an inspection
reportrto indicatetha completion ofthe
2. Additional Documentation
In addition to the E&SC Plan d.cumentsab.ve, thef.11-ing itemsshall be kept on the
site
and availablef.,agency inspect.rsatall times during normal business hours, unlessthe
Division provides a site -spa, ific exemption based on u nique site cond itions that ma ke th is
ementn.t p radial:
requir
(a)This a eralermitaswellasth,,,aificateofcovera a
g n P g ,afteritisreceived.
(b) Reco,ds.finspeti.nsmadedu,ingthe p,evi.us30days. Thepe,mitteeshall,-M
the required observations on the Inspection Record Form provided bythe Division or
miler mspactioform that ncuds all theuired elmets. Use of
electr.nicall -available records in lieu.fthe re uired a will be allowed if
y q p per copies
shown to provide equal access and utility as the hard -copy records.
(c) All data usedtocompletethe Noticeoflntentend older inspection records shall be
a intained fo, a period of three yea rs after projectcom pletion a nd made ova ila ble
upon request. [40 CFR 122.41]
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slu,ryf,.m 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 ba „ie,and within
lot pe,imete,sih fence.
4. Install temp-,y concrete washouts per local requirements, where applicable. If an
alternate method or productist. be used, contacty.u,app,.val auth.,ftyf.,
and approval. If local standard details are not available, use one of the two
types.ftemp-,y concrete washouts provided on this detail.
5. Do not use concrete washouts for dewate,ing or storing defective curb or sidewalk
sections. Sto,mwate, accumu lated within the washout may not be pumped into or
discharged to the storm dain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feetfrom storm dain inlets and surface waters unless it
an be shown that no other alternatives are reasonably available. At minimum,
install protection of storm d a in in lets) 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
entance pad in front ofthe washout. Additional controls may be required bythe
approving authority.
8. Install at least one sign directing concrete tracks to the washout within the project
limits. Post signage on the washout itselfto identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
overflow events. Replace the tarp, sand bags or.the,tempoary stmctual
omponents when no longerfunctional. When util'aing alternative or proprietary
products, follow manufacturers instmctions.
10. At the completion ofthe concrete work, remove remaining leavings and dispose of
n approved d isposaI facility. Fill pit, ifapplia ble, and stabilize a ny d istu,ba nce
caused by remove I of washout.
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
P-ittees she II reportthe following occurrences:
(a) Visible sediment deposition in a strea m or wetland.
(b) Oilspilk'f:
• Theya,e 25 gallons or more,
• Theyarelessthan25gallonsbut annotbecleanedupwithin24hours,
• They crusesheenonsurfacewate,,(regardlessofvolume),or
• They -within 100 feet ofsurface waters(regardless ofvolume).
(a) Releases of h.... doussubstances in excess of,eportable q... titiesunde, Section 311
ofthe Clean Water Act Ref: 40CFR 110.3and 40 CFR117.3 .,section 102 of CERCLA
(Ref: 40 CFR 3024) or6.5. 143-215.85.
(b) Anticipated bypassesand unanticipated bypasses.
(c) Noncompliance with the conditions ofthis pe,mitthat mayendange,health.,the
envnonment.
2. Reporting Ttmeframes end Other Requirements
After a perm flee becomes awe re of an occu „ence that must be reported, he she II contact
the a pp,opriate Division regional office within the timef .roes a nd in accordance with the
other requirements listed below. Ocw trances outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 o,[phone].
occurrence
Repl dne Tlmalrames jA*er Dlscaveryl and Omer Requirement:
(a) Visible sedimem
dnpnchinn in
WW,d hours, an -I or e1e , is not"iratio n.
ream or wetland
• bt5ddn 7 cohndvr door a report that contains a description of the
sediment and actionstaken to address the cause of the tleposioon.
Divisionstaffmaywa Ivetherequirementfo,aw,hten,epvrtona
-case basis.
e-thestreamisnamedonthe
• Ifsby
NC3Mdlhstasimpairedforsediment-
reldtedcauss,theperm emdybereq.,mdtoperhrmaddM...I
ring, ins or apply more stringent p,aR 0 staff
:,,ns
drnemtine that additional re u eededt.... com fiance q rementsaren p
with the federal nr atateimpabed-water:cnndainns.
(b] Oil spills and
• HSddn P46vurs, an oral 11 e1 tram, noteicatien. Thenmi0cation
eof
shallmdudeinfn,mat.nab.utthedate,"ma,nature,volumeand
hazardous
location of the spill nr release.
substances per Item
1(h)-Ic) above
( )Anticikered
a Areport It fevsr �dvys hIpmne fore O the hypos, ifpossible.
bypasses 4D CFR
Z .41(m)(3)]
the report shall include an evaluation of the anticipated quality and
effect of the hypass.
(d]unanvcpated
• H5ddn 24 bouts, an oral',elect -eica .
bypazsses 40 CFR
41(m)(3)]
. W/ddn )cohndvr doyy a report that inHudes'an evaluation a the
quality and effector bypass.
the
(e] N compliance
with the conditions
. kMMin U bouts,anoalorelea,omcnotifistion.
a WY , 7,a,dvrdvys, a rep,nthdt contains a description of the
ofthispermathat
ncomph.a.,--its causes; the period& noncompliance,
..,..d..­nd.dinge
neat ..dt ,,,,,d.ftre noncompkance has
healthn,the
heancv,rected,the=pti ,teatime nvncvmplianremexpactedm
M 14D
continue;andsteps taken or planned to reduco,.hnnn te,and
CFR 122 d1(I)(7)1
prevent rearanrenm of the noncompliance. 140 CFR122A111)(h).
• Divisionnaffmaywaivetherequirementiorawrittenreport ono
se -by -case basis.
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
EROSION CONTROL DETAILS
ABERDEEN GRANDE
McKEE HOMES, LLC
N.T.S.
SHEET NO.:
C2