NCC223399_Site Plan or Location Map_20220929

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VICINITY MAP
N.T.S.
Pursuant to G.S.113A 3provisions for permanent ground cover
sufficient to restrain erosion must be accomplished for all
disturbed areas within 14 working days or 90 calendar days
(whichever is shorter) following completion of construction.
General Erosion Control Notes
1. Only the areas shown shall be disturbed.
2. All disturbed areas shall be grassed and mulched as soon as
possible and maintained until permanent cover is established.
Steel Post
Wire ties
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
General - All measures will be inspected and corrections made after runoff producing rainfalls, or at least once per week minimum. The
builder will insure that the construction activities on any particular lot do not adversely affect any of the installed erosion control
measures. If lot construction dictates, measures will be relocated on the lot to insure that the potential for sedimentation runoff is
eliminated as much as possible. Silt fences and gravel construction entrances will be maintained as suggested in the erosion control
manual. Sodding, seeding and mulching will be maintained to insure proper ground stabilizing cover.
Gravel Construction Entrance - The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site.
This may require periodic topdressing with 2-inch stone. After each rainfall, inspect any structure used to trap sediment and clean it
out as necessary. Immediately remove all objectionable materials spilled, washed, or tracked onto public roadways.
Silt Fence - Sediment fences should be inspected at least once a week and after each rainfall event. Any repairs should be made
immediately. Damaged or decomposed fabric should be replaced promptly. Any sediment deposits that build up against the fence
should be removed and disposed of properly to insure that the removed sediment does not wash back against the fence. Adequate
storage volume should be provided for behind the fence at tall times. Take care to not undermine the fence during cleanout
operations.
Sodding - The sod should be properly maintained to insure that the grass take holds in the areas being secured. The sod should be
watered as necessary to maintain adequate moisture in the root zone and prevent dormancy of the sod. The sod should not be
mowed to close, since this could inhibit adequate growth and stabilization of the root bed. The sod should be limed and fertilized as
per soil type recommendations and type of grass recommendations when and if possible.
Grassing and Mulching - The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial step in
soil preparation. Once the grassing has been placed, the area should be maintained as needed to insure that all areas are
germinating properly. Any bare areas should be repaired, and reseeded as soon as possible. If the time of year does not permit the
establishment of a permanent grass, then a temporary grassing should be used until the growing season permits the use of a
permanent grass.
Wattles - Wattles shall be inspected after significant rainfall events. Rills or gullies upslope of the wattle and an undercutting is to be
P 9 9Y 9
repaired. Sediment deposits that impair the filtration capability of the wattle shall be removed when the sediment reaches one-third of
the wattles functional freeboard height. Removed sediment shall be deposited within the project in such a way that the sediment is
not subject to erosion by wind or water.
Reinforced Silt Fence Outlet - Remove sediment deposits as necessary to provide adequate storage volume for the next rain to reduce
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pressure on the fence/outlet. Take care to avoid undermining the fence during cleanout. Remove and replace stone as necessary as it
becomes clogged with sediment. 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.
Wire
Wire Fence
- Steel Post
18-24"
24"
8" down & 4" forward along the tr nch
C
Filter Fabric PAGE:
\ Backfill trench
/) and Compact
thoroughly
1 Upslope
8" Min.
1
ConstructionCROSS SECTION VIEW
:
1. Construct the sediment barrier of standard Yn
strength or extra strength synthetic filter fabrics.
9 9
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground. (Higher fences may impound volumes of water
sufficient to cause failure of the structure
Maintenance:
3. Construct the filter fabric from a continuous roll out to the length of the barrier to avoid joints. When joints are necessary, securely fasten the
1. Inspect sediment fences at least once a week and after each 1 inch or realer
filter cloth only at a support post with 4 feet minimum overlap to the next post.
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rainfall. Make fabric
required wired repairs immediately.
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 Y q p Y
2. Should the fabricoft sediment fence collapse, tear, decompose, or become
bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope side of the fence post. W re or plastic zip ties should have a P P '
ineffective replace itpromptly.
minimum 50 pound tensile strength.
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3. Remove sediment deposits as necessary to provide adequate storage volume
5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Supports should be driven securely into the ground a P Y P q 9
minimum of 24 inches. for the next rain and reduce pressure on the fence. Take care to avoid
underminingthe fence during cleanouts.
6. Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support fence. Securely fasten the filter fabric directly to posts. g
Wire or plastic zip ties should have a minimum of 50 pound tensile strength. 4. Remove all fencing materials and unstable sediment deposits and bring the
7. Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed line of the posts and upslope from the barrier. area to grade and stabilize it after the contributing drainage area has been
8. Place 12 inches of fabric along the bottom and side of the trench. properly stabilized.
9. Backfll the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfll is critical to silt fence performance.
10. Do not attach filter fabric to existing trees.
SILT FENCE
DATE: PAGE:
/
/
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SO,Min o�ToF
Q / ofy
oUse
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6" Min.
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Construction: Maintenance: \
1. Clear the entrance and exit area of all vegetation, roots, and other objectionable 1. Per NCG-01 inspect at least once a week and after each 1 inch or greater rainfall;
material and properly grade it. make any required repairs immediately.
2. Place the ravel to the specific grade and dimensions shown on the plans, and 2. Maintain the ravel ad in a condition to prevent mud or sediment from leaving the
9 P 9 P 9 P P 9
smooth it. construction site. This may require periodic topdressing with 2 inch stone.
3. Provide drainage to carry water to a sediment trap or other suitable outlet. 3. Immediately remove all objectionable materials spilled, washed or tracked onto public
4. Use geotextile fabrics in order to improve stability of the foundation in locations roadways.
subject to seepage or high water table.
CONSTRUCTION ENTRANCE / EXIT
LEGEND
FLOW DIRECTION
SILT FENCE
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
CURB INLET
_ IVgTURFCRFFkS ,q
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14
089
1,70
I� Ep C(
SILT
�dTtTENC \�
/SIL
CgNSTRUCTION �TYP.
YCE
LIMI
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5 � WRTTLE-
\ REINF�ftE
FENCE SILT FEN(
(TYP.) '-OUTLEI
\�•� WATT
C LEs
\ J WATTLE
SILT REINFORCED
FENCT SILT FENCE
`+ (TYP T/ OUTLE
CONSTRUCTION SCHEDULE \ `\�•�+ WATT E /
1. Obtain all necessary permits and plan approvals. Erosion and Sediment Control
(E&SC) permit and a Certificate of Coverage (COC) must be obtained before any land disturbing activities 55
occur. A copy of the E&SC permit, the COC and a hard copy of the plan must be kept on site, preferably in a WATTL
permits box, and accessible during inspection. SILT/ REINF CED
2. Install gravel construction entrances first, then silt fences, reinforced silt fence outlets and wattles. FEN9E SILT ENC U
3. Finish clearing and grubbing any necessary areas on the lots as they are started. �+ (TY ) O TLET Z
4. Begin lot grading and excavation activities \ \ \ \�+�+ WA/TEE �+ C9 `
5. Begin or continue with house construction activities. / \�+� °Ou A-
6. Finish all rough grading and house construction.
7. Install driveways, walks and patios. \ \ I / WATT E
8. Begin fine grading of lot areas \ SILT REIN ORCE
9. Final grassing, mulching and stabilizing of lot. In most cases this will involve the installation of sod on the lot. C �ENC�E SIL. IFENC
The silt fence will remain in place until the lot is sodded or grassing is stabilized and takes hold. NSTRUCTION (TYP.) OUTLET /
\,
10. The contractor shall conduct self -inspections of the erosion and sedimentation control measures and complete \ LIMITS � WAT LE °
the following combined self -inspection form found on the ]DENIER website
https:Hfiles.nc.gov/ncdeg/Energy%2oMineral%20and%2OLand%2OResources/Stormwater/NPDES%20 WATTLE
` \ ��
General%20Permits/DEMLR-CSW-Monitoring-Forms-Rev-August-8-2019.pdf. Twelve months of complete \ ^
inspection forms shall be kept on site and available for inspection at all times. It is recommended a copy be SILT REINFORCE
kept in a permits box. (GS 113A-54.1 (e), 15A NCAC 0413.0131, NCGOI Part III Sections A and B) FENCE SILT FENCE
11. Self -inspections for erosion and sedimentation control measures are to be performed at least once every seven (TYP.) OUTLET �Q0
calendar days and within 24 hours of every rain event of greater than 1 inch. Any needed repairs shall be \ I I / '�+ WATTLE - +_
made immediately to maintain measures as designed. All ESC measures shall be maintained as specified in I \.� pd v j
o
he construction details on his plan. A rain gauge shall be installed at he project site for monitoring. I I I I CONS T UCTIO \�O
12. Inspection and final acceptance letters. When the project is complete, the permittees shall contact ]DENIER to LI ITS Oz
close out the E&SC Plan. After ]DENIER informs the permittee of the project close out, via inspection report,
the permittee shall visit "deq.nc.gov/NCGO1" to submit an electronic Notice of termination (e-NOT). A $100 U�
annual general permit fee will be charged until the e-NOT has been filled out. I ��= 67
I `� Lot Plar
O�= 11F11
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CON TRUCTI N
/ > ENTF�ANCE
Q
/ 50 s '
Notes:
1. If needed, Tree Protection fencing should be installed along the buffer zone, wetland
boundary and/or around protected trees, providing a radius of at least 1.25 feet for each
inch of trunk diameter.
2. Install Silt Fence on the low elevation sides of each lot. Install Silt Fence outlets shown on
schematic/diagram and field adjusted, if necessary, for placement at low points. If lots are
contiguous and have different land owners or builders, each lot should have individual Silt
Fences.
3. Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
septic system. It is the responsibility of the builder to ensure the installation of sediment
control measures does not impact the septic system and repair area(s).
4. At least one Construction Entrance/Exit is to be installed per lot.
5. Waste bins and other areas dedicated for managing building material waste shall be at
least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
no other alternative exists. If this separation cannot be achieved, these areas must be
contained behind Silt Fence.
6. Inlets downstream of disturbances should be protected; streets should be swept when
sediment from the construction activity is present.
7. Details for Silt Fence, Silt Fence Outlets, Construction Entrances and other measures are
provided on additional sheets. Erosion and sediment control details are not drawn to scale.
TYPICAL LOT LAYOUT WITH CURB AND GUTTER
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REIf 5GRCE 71
SILT FENCE
OUTj.0 � / CONSTRUCTION
65 LIMITS/ ' 4
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DATE: PAGE:
Silt Sock/ Wattle Silt Sock/ Wattle NOTE:
FLOW_ 3 Area to be FLOW 3" Area to be 1. Other materials providing equivalent protection
Protected Protected against erosive velocities may be substituted for
use in silt socks or wattles.
12" Min. 2. Fill silt sock/wattle netting uniformly with compost
2" x 2" 12" Min. �� 2" x 2" to the desired length such that logs do not deform.
Stakes Stakes 3. Silt sock/Wattle(s) should be installed parallel to
SECTION and a minimum of 10 feet beyond the toe of a
SECTION graded slope. Silt Sock/Wattle(s) located below
flat areas should be located at the edge of the
land disturbance. The ends of the silt
sock/wattle(s) should be turned slightly upslope to
'c<O MaY-' F<O ay, prevent runoff from going around the end of the
0 M silt sock/wattle(s).
4. It
or other durable hardwood stakes with a 2
l l inch x 2 inch cross section should be driven
Wvertically plumb, through the center of the silt
sock/wattle. Stakes should be placed at a
maximum interval of 4 feet or a maximum interval
Trench in of 8 feet if the silt sock/wattle is placed in a 4 inch
Wood Mulch or Comp st ground 4" Min. trench.
To 1/2 height of log 5. In the event staking is not possible (ie. when
UNTRENCHED INSTALLATION ENTRENCHED INSTALLATION* socks/wattles are used on pavement) heavy
7HISAPPucATION MAYNOTBE USEEWTH COMPOST SOCKS SMALLER THAN I2'L concrete blocks shall be used behind the silt
sock/wattle to hold it in place during runoff events.
ISOMETRIC VIEW MAINTENANCE:
1. Inspect silt sock/wattle at least weekly and after
h 1 i h t i fa II R
Mulch or Compost
for Untrenched Socks
Area To Be Pr
Sheet Flow -
Silt Sock
Wattle
Work Area
eac nc or grea er ran . emove
accumulated sediment and any debris as
needed to allow for adequate flow.
2. Silt sock/Wattle must be replaced if clogged or
torn.
3. If ponding becomes excessive, the silt
sock/wattle may need to be replaced with a
larger diameter or a different measure.
4. Reinstall if damaged or dislodged.
5. Silt socks/wattles shall be inspected until land
disturbance is compete and the area above the
measure has been permanently stabilized.
SILT SOCK / WATTLE FOR PERIMETER AND INLET PROTECTION
COMPOST SOCK INITIAL FLOW RATES
tec9ffl ost Sock
8 Inch
12 Inch
18 Inch
24 Inch
32 Inch
(nni
Design Diameter
nm)
(300rum)
(450 nm)
(600 nm)
Maximum Slope
600 Feet
750 Feet
1,000
1,300
1,650
Length (G2%)
(183 m)
(229 m)
Feet
Feet
Feet
(305 m)
(396 m)
(500 m)
Hydraulic Flow
7.5
11.3
15.0
22.5
30.0
Through Rate
gpm/ft
gpm/ft
gpm/ft
gpm/ft
gpm/ft
(94
(141
(188
(281
(374
I/m/m)
I/m/m)
I/m/m)
I/m/m)
I/m/m)
1
ST /" _ 3
/' / fqM D%'
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1 1
__124�-
1 1
1 � �
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DATE: PAGE:
4' MIN. SILT FENCE
TOP OF SILT FENCE
MUST BE AT LEAST
ABOVE THE TOP OF
THE WASHED SA
STEEL FENCE P SEE
WIRE FEN
HARDWARE CL TH
FILTER OF #
WASHED STON 4,
BURY WIRE FENCE AND HARDWARE CLOTH
FRONT VIEW
BURY WIRE FENCE..
FILTER FABRIC.
AND HARDWARE
STEEL FENCE POST CLOTH IN TRENCH
SET MAX 2' APAR
MIN. 18" INTO SOLID
3' FILTER FABRIC GROUND
ON GROUND NOTES:
1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
2. Stone outlets should be placed on low elevation areas of silt fence and
based on field conditions.
MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
or greater rainfall event. Complete any required repairs immediately.
BURY 6" OF UPPER EDGE O
FILTER FABRIC IN TRENCH 5. Freshen stone when sediment accumulation exceeds 6 inches.
3. Keep mesh free of debris to provide adequate flow.
4. Remove sediment when half of stone outlet is covered.
5. Replace stone as needed to facilitate de -watering.
SECTION VIEW
SILT FENCE OUTLET
GROUND STABILIZATION
SITE AREA
STABILIZATION
EXCEPTIONS
DESCRIPTION
TIME FRAME
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
& SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER ZONES
(HQW)
SLOPES STEEPER
7 DAYS
IF SLOPES ARE
THAN 3:1
10' OR LESS IN
LENGTH AND ARE
NOT STEEPER
THAN 2:1, 14
DAYS ARE
ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR
FLATTER
SLOPES GREATER
THAN 50' IN
LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT
WITH SLOPES
FOR PERIMETERS
FLATTER THAN 4:1
AND HOW ZONES)
SODDING
LAY SOD IN A STAGGERED
PATTERN. BUTTTHESTRIPS
TIGHTLY AGAINST EACH OTHER.
M * DO NOT LEAVE SPACES AND DO
w"1 NOT OV ERIAP. A SHARPENED
yy MASON'S TROWEL IS A HANDY
TOOL FORTUCKING DOWN THE
Mr M ENDS AND TRIMMING PIECESBUFFLING
M r ♦ter"
CA SEDBYTHEAUTOrJu,
INCORRECT MATIC SOD CUTTER MAST BE
M= MATCHED CORRECTLY.
CORRECT
ROLL SOD IMMEDIATELY TO WATER TO A DEPTH OF 4' MOWWH ENTHESODIS
ACHI EVE FIRM CONTACT AS NEEDED_ WATER WELL ESTABLISHEDIN23
WTH THE SOIL AS SOON AS THE SOD IS WEIEPS S TTHEMOWER DH
APPEARANCE OF GOOD SOD
SHOOTS - OR GRASS BIADES.
GRASS SHOULD BE GREEN AND
HEALTHY. MOWED ATA 2"
GUTTING HEIGHT.
THATCH - GRASS CLIPPINGS AND DEAD
LEAVES. UPT01/2"THICK
ROOTZONE-SOIL AND ROOTS SHOULD BE
112" - 314"THICK WTH DENSE ROOT MAT
FOR STRENGTH.
A "SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY
AS REQUIRED BY NCGS 113A-54.1" IS AVAILABLE FOR USE. IT CAN
BE COMPLETED BY HAND OR COMPLETED AS AN EXCEL
SPREADSHEET. AN ALTERNATIVE IS TO MAKE NOTATIONS ON
THE COPY OF THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE. RULE 15A
NCAC 04B. 0131 STATES THAT "... DOCUMENTATION SHALL BE
ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR
PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING
AND SIGNING AN INSPECTION REPORT THAT LISTS EACH
MEASURE, PRACTICE OR DEVICE SHOWN ON THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN."
PAGE 1 of 2
TOTAL DISTURBED ACREAGE: 3.44 ACRES
LOT EROSION CONTROL PLAN
FOR LOTS 53-58, 63-65 & 67
IN
FAIRFIELD FARM
SECTION SIX, PART TWO
FOR
FL YD PROPERTIES DEVEL PMENTi INC.
CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY, N.C.
SCALE: 1"= 100' SEPTEMBER 2022
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C. 28305
PHONE [phone] FAX [phone] LICENSE #: F-0106
LAST SAVED;911912022 6;19 AM LAST PLOTTED: 917912022 6:55 AM PLOTTED BY. Dennis Gilbert FILENAME G:ACURRENT JOBS\FLOYD CONSTRUCTION CO\77-1035-02 FAIRFIELD FARMS EC\PLANS\EC FAIRFIELD FARM LOTS 53-58, 63-65 & 67.DWG