NCC230580_Site Plan or Location Map_20230310

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VICINITY MAP
(not to scale)
SODDING
LAY SOD IN A STAGGERED
•'r-yW-NM---Yµ..r»•�.'.w.
,v '
PATTERN. BUTT THE STRIPS
ww�
TIGHTLY AGAINST EACH OTHER.
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DO NOT LEAVE SPACES AND DO
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NOT OVERLAP.A SHARPENED
MASON'S TROWEL IS A HANDY
TOOL FOR TUCKING DOWN THE
"�''
'"'•
ENDS AND TRIMMING PIECES.
BUTTING - ANGLED ENDS
CAUSED BY THE AUTO -
INCORRECT
MATIC SOD CUTTER MUST BE
MW
MATCHED CORRECTLY.
CORRECT
I
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
LAID.
WEEKS. SET THE MOWER
HIGH (2"-3").
APPEARANCE OF GOOD SOD \ \
SHOOTS - OR GRASS BLADES_ \
GRASS SHOULD BE GREEN AND
I HEALTHY, EIGHT AT A2"-3"
CUTTING HEIGHT_ \ \1I
THATCH - GRASS CLIPPINGS AND DEAD I I
LEAVES, UPTO 1/2"THICK_ I
ROOTZONE- OIL AND ROOTS SHOULD BE
FOR STRENGTH
K, WfrH DENSE ROOT MAT
FOR STRENGTH_
CONS 1 RUC; I ION SC;HtUULE I
1. Obtain all necessarypermits and plan approvals. Erosion and Sediment Control
(E&SC) permit and a Certificate of Coverage (COC) must be obtained before any land disturbing activities
DATE: PAGE:
4' MIN. - I ,SILT FENCE
TOP OF SILT FENCE
MUST BE AT LEAST
ABOVE THE TOP OF
THE WASHED STO6I
STEEL FENCE P ST
WIRE FEN
HARDWARE CL TH
FILTER OF # y�
WASHED STONiiA,
FRONT VIEW
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
STEEL FENCE POST CLOTH IN TRENCH
SET MAX 2' APARjI-~
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
or greater rainfall event. Complete any required repairs immediately.
Fr
BURY 6" OF UPPER EDGE OEL. ashen stone when sediment accumulation exceeds 6 inches.
FILTER FABRIC IN TRENCH 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
o, Ta F
'ontof Noose
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
penllits box, and accessible during inspection. Pe pro \/I S S r r a r e C'^i C C\ e rr S U f f C l e'_ re S, C r^
2. Install gravel construction entrances first, then sill fences, reinforced sill fence outlets and wattles.
r��l_s a���� r �li���e, for all dist_I- rid �rrea� wi �� �� 14 y�,-rking days or 90 eal=r d-r .
3. Finish clearing and grubbing any necessary areas on the lots as they are started. I -
4. Begin lot grading and excavation activities VV i V I- :- h ,- r t e r) f o I I
5. Begin or continue with house construction activities.
6. Finish all rough grading and house construction. 48 I ( I I I I I DATE: Filter Fabric PAGE:
7. Install driveways, walks and patios. /-
8. Begin fine grading of lot areas / I I I General Erosion Control Notes Steel Post
9. Final grassing, mulching and stabilizing of lot. In most cases this will involve the installation of sod on the lot. I 8' Max. Standard Strength fabric with wire fence Wire J4Bckfill trench
The silt fence will remain in place until the lot is sodded or grasshng is stabilized and takes hold. 49 I 1. Only the areas shown Shall be disturbed. 6' Max. Extra strength fabric without wire fence Wire Fence d Compact
10. The contractor shall conduct self -inspections of the erosion and sedimentation control measures and complete 2. All disturbed areas Shall be rased and oroughly
�� IN.TSANDERS I g Steel Post
the following combined self -inspection form found on the DEMLR website DB390PG352 I mulched as soon as possible and maintained
https://files.ne.govincdeg/Energy%20Mineral%20and°/u2OLaiad%2OResources/Storiilwater/NPDES°/`20 PIN#94973977920 0 4 I I I I Until pemanent cover is established.
General%20Permits/DEMLR-CSW-Monitoring-Forms-Rev-August-8-2019.pdf. Twelvemonths of complete \ rj � Upslope
inspection forms shall be kept on site and available for inspection at all limes. It is recommended a copy be r% I I I I I I I
kept in a permits box. (GS 113A-54.1 (e), 15A NCAC 04B.0131, NCG01 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
made immediately to maintain measures as designed. All ESC measures shall be maintained as specified in
the construction details on this plan. A rain gauge shall be inst tied at the project site for monitoring.
12. Inspection on and final acceptance letters. When the project is complete, the pen ittees shall contact DLMLR to
\
close out the E&SC Plan. After DEMLR informs the perrnittee of the project close out, via inspection report,
the permiltee shall visit"deq.ne.gov/NCG01" to submit an electronic Notice of termination (e-NOT). A $100
23 8
animal general permit fee will be charged until the e-NOT has been filled out.
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,
N
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
\�
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
\
CONTROL PLAN.'
\
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
\
Gravel Coustruction 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 gmss 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 nceded to insure that all areas are germinating properly. Any bare areas should be repaired,
and reseeded as soon as If the time of does not the establishment of a then a temporary should be used until the
\
possible. year permit permanent grass, grassing
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
I I
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
Coalsufficiently to insure that the berm remains in place during the course of the construction activities.
CU MBERLAND COUNTY BOARD
OF EDUCATION
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
DB 3655, PG 397
�i��
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
PB 118,PG 061
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
P7N9L487648656000
in the erosion control manual. Sodding, seeding and mulching will be maintained to insure proper ground stabilizing cover.�`
/ I
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)
DATE:
R/W
MW
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Vibratory plan LS not --table be.use of h.I-tal mmpaciion
Tap of Fabric
Ben
top 8"
LJ
ATTACHMENT DETN LS:
•Gather fabr a at posts, n needed.
•UI ze three ties per pint, all within fop 8" of fabric.
•Position each fie dagonaly, punt .IM holes vedirslly
a minimum of 1"apart.
• Hang eachfieonaprn nipple andtightenscarcely.
Use cable ties (5glbs) arson wire
Pow
siallsf
aner
ompac[ian
sin Knee
Completed ln9allatim
PAGE:
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LEGEND 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
FLOW DIRECTION inch of trunk diameter.
SILT FENCE -- 2. Install Silt Fence on the low elevation sides of each lot. Install Silt Fence outlets shown on
DIVERSION DITCH TD-Tll schematic/diagram and field adjusted, if necessary, for placement at low points. If lots are
WADDLE/ SILT SOCKS > contiguous and have different land owners or builders, each lot should have individual Silt
Fences.
SILT FENCE OUTLET ® 3. Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
CONSTRUCTION ENTRANCE 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.
..\NC-Environmental.jpeg 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
679
/ 54
I 55
561
107 41 per 1�aple
I
105
106 \
109 57
N
104
110 58
�111 59 103
60 1
112 �•
�. 61 101
113 C
62 100 /
114
232
115 63 99
230
116
- 64 228
�98-
;ve
R
Ci7
C•
0
LotPlan
"An
87
88
89
/90
m
81 \
CONSTRUCTION
LI ITS
80
79 J
78/
T
77
rc
92 75
/93
� .I it II i Ill i45
41
40
o39co
00
I 111 li` lliCIO
COMPOST SOCK INITIAL FLOW RATES
tecC4@6lpost 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(94
7.5
11.3
15.0
22.5
30.0
Through Rate
gpm/ft
gpm/ft
gpm/ft
gpm/ft
gpm/ft
Val
I/m1/m)
I/Inl
Val
I/Ini
----
Coe Tree Drives CA165 /
0 I
97-96 PAGE 1 of 2
\ \ \ � 34 - LOT EROSION CONTROL PLAN
�- �\ FOR LOT 86
9 ` `� ` `` - ` TOTAL DISTURBED ACREAGE: 0.21 ACRES
\
•ve �7\ -� LITTLE RIVER FARMS
72-� I I K PHASE 11
FOR-
120
`\\ \ CAVINESS & CATES
121
\ 31 3�' �� I
\ BUILDING AND
122°odll
_ ne �
_ 123 rI\\\\\\ \ I
DEVELOPMENTINC.24
125 \ \ I SEVENTY FIRST TOWNSHIP CUMBERLAND COUNTY
\\\ I NORTH CAROLINA SCALE: 1 = 100 FEBRUARY 2023
--
\ \ GRAPHIC SCALE IN FEET
\�
-100 0 100 200 300 400
ENGINEERS •
PLANNERS
SURVEYORS MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
PHONE [phone] FAX [phone] License : F-0106
MOORMAN,KIZER & REITZEL,INC. ( ) ( ) #
LAST SAVED: 2/7/2023 9:49 AM LAST PLOTTED: 2/7/2023 11:02 AM PLOTTED BY: Dennis Gilbert FILENAME: G:\CURRENT JOBS\CAVINESS AND CATES DEVELOPMENT INC\22-2017-01 LITTLE RIVER FAR MS-EC\PLANS\LITT LE RIVER FARMS EC -LOT 86.DWG