NCC215073_Site Plan or Location Map_20210909

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OWNER INFO:
H&M BEDFORD, LLC
a Delaware Limited Liability Company
109 Hay Street, Suite 301
Fayetteville, NC 28301
SODDING
LAY SOD IN A STAGGERED
PATTERN- BUTTTHESTRIPS
TIGHTLY AGAINST EACH OTHER.
M w DO NOT LEAVE SPACES AND DO
NOT OVERLAP. A SHARPENED
BUTTING -ANGLED ENDS MASON'S TROWEL IS A HANDY
IN cnusLo BY THE Auro - TOOL FOR TUCKING DOWN THE
MATIC SOD CUTTER MUST ENDS AND TRIMMING PIECES.
BE MATCHED CORRECTLY.
CORRECT
ROLL SOD IMMEDIATELY ' WATER TO A DEPTH r MOW WHEN THE SOD IS
TO ACHIEVE FIRM OF 4" AS NEEDED. ESTABLISHED - IN 2-3
CONTACT WITH THE SOIL. WATER WELL AS SOON WEEKS. SET THE
AS THE SOD IS LAID, MOWER HIGH (7-33 j-
APPEARANCE OF GOOD SOD
SHOOTS - OR GRASS BLADES- GRASS
SHOULD BE GREEN AND HEALTHY, MOWED
ATA2"-3' CUTTING HEIGHT.
THATCH - GRASS CLIPPINGS AND DEAD
LEAVES, UP TO112"THICK.
ROOT ZONE - SOIL AND ROOTS SHOULD BE
tr2" - w4" THICK, WITH DENSE ROOT MAT FOR
STRFNGTH-
NOTE:
Persuant to G.S. 113A-57(2), the angle for graded slopes and fills shall be
not greater than the angle that can be retained by vegetative cover or
other adequate erosion -control devices or structures. In any event, slopes
left exposed will, within 7 calendar days of completion of any phase of
grading, be planted or otherwise provided with temporary or permanent
ground cover, devices, or structures sufficient to restrain erosion. Persuant to
G.S.113A(3), provisions for permanent ground cover sufficient to restrain
erosion must be accomplished for all disturbed areas within 15 working days
or 90 calendar days (whichever is shorter) following completion of
construction or development.
TEMPORARY DIVERSION BERM VELOCITY CALCULATIONS
BERM
SIDE
SLOPES
BOTTOM
WIDTH
MIN.
DEPTH (FT)
AREA (AC)
()-CUM MULATIV
E
VELOCITY
(F/S)
LINING
Al
3:1; 8:1
1'
1'
0.771 Ac
2.51 cfs
2.8400
YES
A2
3:1; 8:1
1'
1'
1.07 Ac
3.47 cfs
3.0900
YES
A3
3:1; 8:1
1'
1'
1.35 Ac
4.37 cfs
3.4100
YES
A4
3:1; 8:1
1'
1'
1.46 Ac
4.75 cfs
3.4200
YES
131
3:1; 8:1
1
1'
367 Ac
1.19 cfs
2.2800
YES
62
3:1; 8:1
.681 Ac
2.21 cfs
2.7800
YES
B3
3:1; 8:1
1'
1'
.877 Ac
2.85 cfs
2.9200
YES
64
3:1; 8:1
1'
1'
.945 Ac
3.10 cfs
3.0300
YES
LEGEND
DB>- DB>•••-- DB>- DH>- DB>-
X X --X-
EIPO
ERB O
RNU DISK
TEMPORARY DIVERSION BERM
CONSTRUCTION LIMITS (TYP.)
SILT FENCE (TYP.)
PROPERTY LINE
LINES NOT SURVEYED
EASEMENT
EXISTING TOPOGRAPHY
6' CHAIN LINK FENCE
EXISTING IRON PIN/PIPE PROPERTY CORNER
EXISTING REBAR PROPERTY CORNER
EXISTING RIGHT-OF-WAY DISK
PROPERTY CORNER
SEDIMENT TRAP WITH BAFFFES
RIP -RAP
PROPOSED GRAVEL
CONSTRUCTION ENTRANCE PAD
REINFORCED SILT FENCE OUTLET
NOTES:
1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2- ALL WATER & SEWER MAINS, LATERALS AND
APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH
HOKE COUNTY AND PWC TECHNICAL SPECIFICATIONS-
3. ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE,
SHALL HAVE GRIFFIN "SEWPER" COAT OR PROTECTO 401
LINING
NOTES:
1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDOT
STANDARDS AND SPECIFICATIONS.
3. ALL NON-METALLIC UTILITY PIPES WILL BE PLACED WITH
LOCATOR TAPE IN THE PUBLIC RIGHT-OF-WAY.
"All construction to be in accordance with current
applicable Hoke County, North Carolina Department
of Transportation (NCDOT) and/or Fayetteville
Public Works Commission (PWC) Standards and
Specifications."
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GROUND STABILIZATION
SITE AREA
STABILIZATION
EXCEPTIONS
DESCRIPTION
TIME FRAME
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
do SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER ZONES
(Haw)
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)
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SILT FENCE
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/Berm-1213 jj
TEMPORARY
/-DIVERSION BERM
D-1
of
W CHAIN LINK -
FENCE
C}/
Je
Berm-B11 p
$ U
K
I ON BERM "B"
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W/ RF MATTING ALONG TIRE
�d
L TH OF BERM.
( S.Y. MAX) '
(S E LINER DETAIL PAGE E -2)
pIr lNFORCED SILT
NCE OUTLET
(TYP.)
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Flvr cur
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MINI GE AT MIDWAY
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ZONED HC
SLIDE 262, MAP 3
W CHAT 1,
UMITS (TYP.) - - -
SILT
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OT 1
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(? P #494 01 1018
DB 1 8,
LIDE 2 8, MAP
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0
Q=
I+ = 6.501-
= 2.99 At
C = 0.50 (UNDEVELOPED NEC>
TEMPORARY SKIMMER T BAST
Q= 0.50x6.5x2.99=9.75CF
23s
CE AREA REQUIRE = 3,169 SF
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BERM "A"
SURF CEAREA PROVIDE =3,2005E
/
MATTING ALONG
VOL. QD = 2,99 AC X 180 = 5,382 CF
ENTI
E LENGTH OF BERM.
VOL. 13VIDED = 25,056 C O
DEPSIZE
(360
Y. MAX)
A TOP = 52' X 92'
(SEE
INER DETAIL PAG EC-2)
Q
Sill T OTTOMI�L 40' X 80'
P
SI S ES: 3:1
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LENGTH = 10'
TTOM ELE'V = 237.50
SILT FENC
(TYP.)
,
BAFFLES
`
IR CREST EEV = 239.50
T P L V = 241.00
Berm- 1�
sa Berm A4
'--'S ME R SI 3 DAY DRAWDO 2.0"
Q
SK RIFICE DIA =
K MIER
<80 Wm-A3 <Bo <Ba <aa
mica
-EMERGENCY
<ea
� <aa
SPILLWAY
4y
ENFORCED Si
TEMPORARY
a FBeOUTL
DIVERSION 2 BERM
�:O7gSTR
LIMITS
w w w�r w w w w •
2 a rr -FM FM -FM -FM - w rr -FM rr rr -
I fl
-� w FM -
RIP RAP#2-
QFULL= 0.0375 CFS
dso = 4"
dMAx = 6" TO RAE RD & WY`
APRON THICKNESS = 9"
APRON LENGTH = 6' - - - - - - - - - - - T -'
APRON WIDTH AT OUTLET = 0.5' -
APRON WIDTH AT END = 6'
PIPE OUTLET - 2" PVC @ 0.50%
USE CLASS A STONE C�
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W CHAIN LINK
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umn-s (m'--)
!OT 2 WAYS E PARK
SHAUN HA RELL
3 L HAIR L TRL
DB ,PG18
PIN# 494 6010 10 7
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SLIDE 62, MAP
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r
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1 TO FAYE LLE
-40
CONSTRUCTION SCHEDULE
drawn by
JLS
Checked
JMK
1. Obtain all necessary permits and plan approvals.
2.
Install gravel construction entrance, then silt fence, reinforced silt fence
outlets and diversion berms. Site erosion control measures will be directed
reviewed
JMK
into an erosion control skimmer basin on the site. The existing basin is to
date JULY
2021
remain operational until the site is stabilized.
-
3.
Finish the clearing and grubbing of any necessary areas on the site.
job n0. 21-2291-01
4.
Begin rough site grading activities.
5.
Fine grade the site.
b.
Complete site rough grading, dressdown the site and seed and mulch.
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7.
Inspection and final acceptance letters.
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8.
The contractor or owner representative shall conduct self -inspections of the
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erosion and sedimentation control measures and complete the following
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combined self -inspection form found on the DEMLR website
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https://files.nc.gov/ncdeg/Energy%2OMineral%20and%2OLand%
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20Resources/Stormwater/NPDES%2OGeneral%2OPennits/
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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 kept
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in a permits box. (GS 1 13A-54.1 (e), 15A NCAC 04B.0131, NCGOI
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Part III Sections A and B)
9.
Self -inspections for erosion and sedimentation control measures are to be
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performed at least once every seven calendar days and within 24 hours of
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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
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maintained as specified in the construction details on this plan. A rain gauge
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shall be installed at the project site for monitoring.
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10.
Inspection and final acceptance letters. When the project is complete, the
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permittees shall contact DEMLR to close out the E&SC Plan. After
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DEMLR informs the permittee of the project close out, via inspection
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report, the permittee shall visit "deq.ne.gov/NCG0I" to submit an electronic
Notice termination (e-NOT). A $100 fee be
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of annual general permit will
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charged until the e-NOT has been filled out.
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Pursuant to G.S.113AM, provisions 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.
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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.
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GENERAL EROSION CONTROL NOTES:
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1.) ALL DISTURBED AREA(S) AND PARTICULARLY
EXPOSED SLOPES SHALL BE SEEDED, FERTILIZED11
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AND MULCHED TO INSURE THAT GROUND COVER IS
PROVIDED WITHIN 14 CALENDAR DAYS, FOLLOWING
COMPLETION OF ANY PHASE OF GRADING; PERMANENT
GROUND COVER FOR ALL DISTURBED AREA(S) WITHIN
15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER
IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
OR DEVELOPMENT.
2.) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE
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NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
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VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
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EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION
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OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
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PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
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DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
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3.) ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL
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C:)REMAIN
IN PLACE UNTIL N.C.D.E.N.R. HAS APPROVED THEIR REMOVAL.
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4.) ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
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BUILT AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE
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DETAILS, SPECIFICATIONS AND THE EROSION CONTROL NARRATIVE.
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5.) CONSTRUCTION DETAILS FOR ANY EROSION CONTROL MEASURES NOT
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SHOWN ON THIS SHEET, SEE SHEETS EC-2 & EC-3.
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6.) THE EROSION CONTROL NARRATIVE AND THE CONSTRUCTION SCHEDULE
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CONTAINED IN THE EROSION CONTROL NARRATIVE ARE CONSIDERED
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TO BE A PART OF THIS PLAN AND SHOULD BE ON SITE DURING ALL
CONSTRUCTION ACTIVITIES.
7.) TEMPORARY SEDIMENT TRAPS AND BASINS ARE TO REMAIN IN PLACE
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UNTIL THE SITE IS STABILIZED WITH GROUND COVER. UPON APPROVAL
FROM N.C.D.E.N.R., TEMPORARY SEDIMENT TRAPS CAN BE REMOVED.
❑
THE SEDIMENT BASINS ARE TO REMAIN IN PLACE AS PERMANENT
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DETENTION PONDS.
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TOTAL DISTURBED ACREAGE: 2.99 ACRES Z Z
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GRAPHIC SCALE scale
0 20 40 80 160 1"=40'
Field Book No.
( IN FEET )
1 inch = 40 ft. SHEET
EC-1
r SAVEC:9/1/2021 1:38 PM LAST PLOTTED: 9/1/2021 2:03 PM PLOTTED BY: Dennis Gilbert FILENAME: G:\CURRENT JOBS\HUFF-CAVINESS\21-2291-01 LOT ADJ BEDFORD COMM\PLANS\WAYSIDL LUI 1 EROSION ,5.01)WG EROSION CONTROL PLi