NCC230636_Site Plan or Location Map_20230314

87
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O.0 SMITH RD SR-2237
..o�ooY SITE
SANDN,LL RD
SR 2238
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87
VICINITY MAP
N.T.S.
SODDING
LAY SOD IN A STAGGERED
PATTERN. AGAINST
THE EACH OTHER.
PS
TIGHTLY AGAINST EACH OTHER.
DO NOT LEAVE SPACES AND DO
' NOT OVERLAP. A SHARPENED
M 1 NT"`I •>rH ,w ' MASON'S TROWEL IS A HANDY
TOOL FOR TUCKING DOWN THE
AI. r IvP ENDS AND TRIMMING PIECES.
nA, wyw
BUTTING - ANGLED ENDS
CAUSED BY THE AUTO -
INCORRECT MATIC SOD CUTTER MUST BE
= = MATCHED CORRECTLY.
CORRECT
Blum, .,,,I,�1J„....
ROLL SOD IMMEDIATELY TO WATER TO A DEPTH OF 4" MOW WHEN THE SOD IS
ACHIEVE FIRM CONTACT AS NEEDED. WATER WELL ESTABLISHED - IN 2-3
WITH THE SOIL, AS SOON AS THE SOD IS WEEKS. SET THE MOWER
LAID. HIGH (2"-3").
APPEARANCE OF GOOD SOD
SHOOTS -OR GRASSBLAOES_
GRASS SHOULD BE GREEN AND
HEALTHY, MOWED AT A2"-3"
I CUTTING HEIGHT_
THATCH - GRASS CLIPPINGS AND DEAD
LEAVES, UPTO 112"THICK_
ROOT ZONE - SOIL AND ROOTS SHOULD BE
1 /2" - 3W THICK, WITH DENSE ROOT MAT
FOR STRENGTH_
CONSTRUCTION SCHEDULE
I. Obtain all necessary permits and plan approvals. Erosion and Sediment Control
(F&SC) permit and a Certificate of Coverage (COC) must be obtained before any land disturbing activities
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
permits box, and accessible during inspection.
2. Install gravel construction entrances first, then silt fences, reinforced silt fence outlets and wattles.
3. Finish clearing and grubbing any necessary areas on the lots as they are started.
4. Begin lot grading and excavation activities
5. Begin or continue with house construction activities.
6. Finish all rough grading and house construction.
7. Install driveways, walks and patios.
8. Begin fine grading of lot areas
9. Final grassing, mulching and stabilizing of lot. In most cases this will involve the installation of sod on the lot.
The silt fence will remain in place until the lot is sodded or grassing is stabilized and lakes hold.
10. The contractor shall conduct self -inspections of the erosion and sedimentation control measures and complete
the following combined self -inspection form found on the DEMLR website
https:/, files.nc.gov/nedeg/Energyn/`2OMineral%20and°/H2OLand%2OResources/StormWatef/NPDES%20
General%2OPermits/DEMLR-CSW-Monitoring-Forms-Rev-August-S-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
kept in a permits box. (GS 113A-54.1 (e), 15A NCAC 0413.0131, NCGOI Part III Sections A and B)
11. Self -inspections for erosion and sedimentation control measures are to be performed at least once every seven
calendar days and within 24 hours of every rain event of greater than 1 inch. Any needed repairs shall be
trade immediately to maintain measures as designed. All FSC measures shall be maintained as specified in
the construction details on this plan. A rain gauge shall be installed at the project site for monitoring.
12. Inspection and final acceptance letters. When the project is complete, the permittees shall contact DEMLR to
close out the F&SC Plan. After DF,MLR informs the permittee ofthe project close out, via inspection report,
the ermittee shall visit " do .nc. ov/NCG0l" to submit an electronic Notice of termination c-NUT . A 100
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annual ar gperm
it it fee will be charged until the e-NOT has been filled out.
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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."
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 pemonent cover is established.
nI-: I ,Ir t -r ��. ,.11.t,'1(3�, I' �:i�� , r : �, �-.��-- - r�rc,iin(I cover lffi�- �- t, �t,-i -rc� ion
r l:,.I k; ; , , i li:Jicd for Till li.,:;:; ill 14 v�orkirlc d(1, :; ; l:,•./
is sllor ter jll\/s!Ir. l _',_1 of c,onsl_rUclirn.
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124
ROADSIDE REINFORCED
DITCH SILT FENCE
OUTLET
_7ZR
ROA E
DITCH
X WATTLE n
A
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION \
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. 10
Silt Fence - Sediment fences should be inspected at least once a week and after each rainfall event. An repairs should be made immediate)
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Damaged or decomposed fabric should be replaced promptly. Any sediment deposits that build up against the fence should be removed and disposed CONSTRUCTION
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 LIMITS
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 J
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.
Diversion Berms - Diversion berms shall be inspected weekly or after each runoff producing rainfall to insure that they are operating as designed and that there
have been no breaches in the berm. Berms shall not exceed 18" in height, and shall be placed in locations that will not interfere with home construction activities.
Once the house construction is completed and the lot is ready to receive sod, then the berm shall be removed and the material incorporated into the graded lot area
and covered immediately with sod. All proper care shall be taken to insure that the berms are installed according to the applicable detail with the berm material
compacted sufficiently to insure that the berm remains in place during the course of the construction activities.
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
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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.
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 HQW ZONES)
I00,
I/
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11 11
le-,Ile-,IIF611.�IIF�IIF�
M
Rninc�,r�rrartrd
Vibralay plan is not azc�iable bemuse of horizmial mmpaciion
Top of Fabric
Ben
top 8"
ATTACHMENT DETN LS:
•G th f brie at posts, n needed.
•UI I ih iies ps pmi, all within top 8" of fabric.
•PoSA on mch tie 6agomlty, punciuriig holes vedimlly
a minimum of 1"apad.
•Hang mch iie on a post nipple and 1igMm semrey.
Use cable iies (SOlbs) orsofl wire
Post
salts
after
ompaclion
SIR Ponce
ComPleisi lnstallaiim
DATE: PAGE:
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LEGEND
FLOW DIRECTION
SILT FENCE
DIVERSION DITCH TD-Tt�-
WADDLE/ SILT SOCKS >
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
\NC-Environmental.jpeg
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 ROADSIDE DITCHES
i
WATTLE
I
D V/Y
PE IN DITCH ��
COMMON DR I ENTRANCE`
7 DAY GR UND COVER IN DI WHERE
PIPES VE BEEN INSTALLE01
DATE: PAGE:
4' N11N. - I ,SILT FENCE
TOP OF SILT FENCE
MUST BE AT LEAST
ABOVE THE TOP OF
THE WASHED STOINI
STEEL FENCE P ST
WIRE FEN
HARDWARE CL TH
FILTER OF # y�
WASHED STON di4h
BURY WIRE FENCE AND HARDWArE CLOTH
\N C-Environmental.jpeg
FRONT VIEW
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
STEEL FENCE POST CLOTH IN TRENCH
SET MAX 2' APAR
MIN. 18" INTO SOLID
T FILTER FABRIC GROUND
/ON GROUND NOTES:
1. Hardware cloth and gravel should overlay the sift 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
BURY 6" OF UPPER EDGE O or greater rainfall event. Complete any required repairs immediately.
FILTER FABRIC IN TRENCH Freshen stone when sediment accumulation exceeds 6 inches.
3. Keep mesh free of debris to provide adequate flow.
4. Remove sediment when haft of stone outlet is covered.
5. Replace stone as needed to facilitate de -watering.
SECTION VIEW
SILT FENCE OUTLET
CONSTRUCTION _
ENTRANCE (COMMON D ) Smith Road SR-223 7
_
ID`
WATTLE
x
I
x
IK SILT FE E
(TYP.)
° x 1
I I
I 1
x
X X L-X�X
I
T FENCE
(TYP'
- REINFORCED _
SILT FENCE
OUTLET
_ III III
II �, III
3 F4/
CONSTRUCTION LIMITSII °III 6 7
\10
� III
I
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F
'ontof11.
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 gravel to the specific grade and dimensions shown on the plans, and 2. Maintain the gravel pad in a condition to prevent mud or sediment from leaving the
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
24"
8" down & 4" forward along the tr nch
za"
Filter Fabric
Construction: CROSS SECTION VIEW
1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
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
3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are necessary, securely fasten the Maintenance:
1. Inspect sediment fences at least once a week and after each 1 inch or realer
filter cloth onlyat a support post with 4 feet minimum overlap to the next post.
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4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend the wire mesh supportto the rainfall. Make any required repairs immediately.
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 a 2. Should the fabric of a sediment fence collapse, tear, decompose, or become
ineffective replace itpromptly.
minimum 50 pound tensile strength. P
3. Remove sediment deposits p sure a to fence.
a e care storage volume
5. When a wire mesh support fence is used space posts a maximum of 8 feet apart. Supports should be driven securer into the round a
P necessary P q a9
PP P P P PP y 9 for the next rain and reduce pressure on the fence. Take care to avoid
minimum ofth inches. undermining the 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. 4 Remove all fencing materials and unstable sediment deposits and bring the
Wire a plastic zip ties should have a minimum of 50 pound tensile strength. area to grade and stabilize it after the contributing drainage area has been
7. Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed line of the posts and upslope from the barrier.
8. Place 12 inches of fabric along the bottom and side of the trench. property stabilized.
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.
..\NC-EnvironmentaI Jpeg
SILT FENCE
Silt Sock/ Wattle Silt Sock/ Wattle NOTE:
FLOWZ� 3FLO 3" Area to be 1. Other materials providing equivalent protection
Area to be
I I against erosive velocities may be substituted for
. .. Protected II Protected g Y
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. Sift 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
jWood
N My1.'F<O May,.prevent runoff from going around the end of the
9 silt sock/wattle(s).
4. Oak or other durable hardwood stakes with a 2
inch x 2 inch cross section should be driven
vertically plumb, through the center of the silt
sock/wattle. Stakes should be placed at a
maximum interval of4 feet ora maximum interval
Trench in of 8 feet tithe sift sock/wattle is placed ina 4 inch
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* sockstwattles are used on pavement) heavy
THIS APPLICATIgJ MAV NOT FF NSEO IMTH COMPOST SOCKS SMALLER THAN 12"_ concrete blocks shall be Used behind the silt
sock/wattle to hold ft in place during runoff events.
ISOMETRIC VIEW MAINTENANCE:
1. Inspect silt sock/wattle at least weekly and after
each 1 inch or greater rainfall. Remove
accumulated sediment and any debris as
Mulch or Compost needed to allow for adequate flow.
for Untrenched Socks Area To Be Pr 2. Silt sock/Wattle must be replaced d clogged or
torn.
Sheet Flower 3. If ponding becomes excessive, the sift
Silt Sock sock/wattle may need to be replaced with a
Wattle larger diameter or a different measure.
Work Area 4. Reinstall if damaged or dislodged.
5. Silt sockstwattles shall be inspected until land
disturbance is compete and the area above the
(94 measure has been permanently stabilized.
..\NC-Environmental.jpeg
SILT SOCK / WATTLE FOR PERIMETER AND INLET PROTECTION
PAGE 1 of 2
LOT EROSION CONTROL PLAN
FOR LOTS 1 & 2
TOTAL DISTURBED ACREAGE: 0.97 ACRES
MORNING GLORY
PHASE ONE
KIMASH HOMES, LLC-
GRAYS CREEK TOWNSHIP CUMBERLAND COUNTY
NORTH CAROLINA SCALE: 1 "= 60' FEBRUARY 2023
GRAPHIC SCALE
60 0 30 60 120 240
00 ENGINEERS • ( IN FEET)
PLANNERS 1 inch = 60 ft.
SURVEYORS MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
MOORMAN,KIZER & REITZEL,INC. PHONE [phone] FAX [phone] License #: F-0106
COMPOST SOCK INITIAL FLOW RATES
teLrt@61Post Sock
8 Inch
(200
12 Inch
18 Inch
24 Inch
32 Inch
(750
Design Diameter
nm)
(300 nm)
(450 nm)
(600 nm)
nm)
Maximum Slope
600 Feet
750 Feet
1,000
1,300
1,650
Length (Q5�
(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
I/m/m)
I/m1/m)
I/m/m)
I/m2/m)
I/m/m)
LAST SAVED: 2/6/2023 5:02 PM LAST PLOTTED: 2/7/2023 9:16 AM PLOTTED BY: Dennis Gilbert FILENAME: G:\STAFF\DENNIS\DENNIS WORK FILES\PROJECTS\EC NEW PROJECT\MORNING GLORY\MORNING GLORY EC -LOTS 1 & 2.DWG