HomeMy WebLinkAboutCasino Party Aces_approved site plan (3)SheetTwo of Three ,
Proposed Grading and Erosion Control Plan
Rawls \ Lot v
5
Tri -South Industrial Park
�'� reh o use/ O Stora e Facility
` \ Inv out = 332.22- - - - 252 Jarco Drive Fuquay-Varina, NC- 27526
- - Rector's Creek Township Harnett County
1441 - - \ Zoned: Industrial Scale: 1,, _ 20' Dated: 9-19-16
i j rg ---
.�.. .Chalybeate 45 xN \ �__
Springs _ PIN 0654-67-9780.000 REID: 0070611
OL
J 0 20 40
Jarco Dri e I ac
.t GRAPHIC SCALE
N a�3 i� / ------ 33�` n 60'
Public 1 L IY PREPARED BY
W Ex WEx wEx o �� STANCIL & ASSOCIATES
Exist. r, W EK W Ex W Ex E -j - - _ _ PROFESSIONAL LAND SURVEYOR, P.A. C-0831
304.4' to Existing
Meter New 1 yl Eg _ / Existing 8 PVC
9 �� Water Meter Inv In = 332.52 v Ex 9 County Water Line D
Fire. Hydrant to be Installed Inv Out 332.60 Inv In = 332.90 w Ex w Ex-
W Ex 98 Depot Street, P.O. Box 730, Angier, N.C. 27501
Kipling Harnett Count' �pi posed 56 LF o 18" R F6� w Ex w Ex - N ( )
a f (919) 639-2133 (919 639-2602 (FAX)
worar vale stancilsurvey®gmail.com
-..- ._.:_.._.._..___.._..-. - -
VICINIT 1 MAP Transformer on _ .. _ ..
_.._ . _ Developer
Concrete Pad � ""^ - - Fire Hyd
No Scale x Casino
v
_ � � Install 12' x 50, g 6„D 2»-3" sure CaS'III ® Party Aces In G'.
CIO Michael Magee
ON stone for temporary construction I
SEEDBED PREPARA TION entrance pad (see detail)
3752 Knollcreek Drive. Apex, NC 27539 919-303-3303 Ext. 202.
1.) Chisel compacted areas and spread topsoil 3 inches deep over -
adverse soil conditions, if available. I X
2.) Rip the entire area to 6inches depth.
X
3.) Remove all loose rock, roots, and other obstructions leaving I
surface reasonably smooth and uniform.
4.) Apply agricultural lime, fertilizer, and superphosphate uniformly 3�8
and .mix with soil (see below*)..
I 3351
5.) Continue tillage until a well -pulverized, firm, reasonably uniform
seedbed is prepared 4 to 6 inches deep.
6)Seed on a freshly prepared seedbed and. cover seed lightly with j
ew Stabilization Timeframes
Siterea Description ^bili a ion Timeframe Exceptions
ter dikes, swales, ditches,
7 Days
None
pFarimcte,dik��,
Quality Water OTQW) Zones
7 Days
None
s steeper than 3:1
7 Days
If slopes ere 10' or less in length and are
not steeper than 2:1, 14 days are allowed
s 3:1 or flatter
14 Days
7 days for slopes greater than 50'in length
areas with slopes -flatter -than
14 Days
-none except for-perimeter-and-HQW Zones -
Proposed -
Slopes (3:1 to 2:1) i Silt Fence
�
�acre
Afar 1 -June 1 Sericea Lespedeza (scarified) 50 lbs. I
&
(,Alar 1 -Apr 45) Add Tall Fescue 300 lbs./acre S y I
w ' /
(Mar I -June 30) or Add Hulled Common Bermudagrass 25 lbs./acre / to
June 1 -Sep 1 *** Tall Fescue and 300 lbs./acre ° •� I7"O
**. Browntop Millet 35 lbs./acre 4
30 lbs./acre y I /
*** or Sorghum -Sudan Hybrids
Sep 1 -Mar 1 Sericea Lespedeza (unhulled-unscarified)70 lbs./acre
and Tall Fescue 300 lbs./acre
25 lbs./acre h
(Nov 1 -Mar 1) Add Abruzzi 'Rye C
Consult Conservation Engineer or Soil Conservation Services for additional information j
concerning other alternatives for vegetation of denuded areas. The above vegetation - X
.rates are those which do well under. local conditions; other seedling rates combinations I /
are possible. For a lawn quality turf, double or. triple rates/ xva�i-X-->f--J
the vegetation
toc optimum seas desired permanent g I/
***Temporary -Reseed according p - t1T1 PTo osed I
P €i ht before mowing, otherwise. 1� 1�
Do not allow temporary cover to grow over 12" lin g
rescue may be shaded out. / Silt Fence
N,CE PLAN
:
MAINTENA
1. All erosion and sediment control practices will be checked for stability
and operation folloIwing every run-off producing rainfall but in no case
less than once every week. Any needed repairs will be made, immediately I
to maintain all practices. as designed.
2. Sediment Trill be removed from behind" -the silt fence when it becomes
0.5 feet deep. -
�_
3. Sediment will 'be removed from the sediment trap when the. storage has
been approximately 507 filled/Gravel will be cleaned and replaced when
the sediment pool no longer drains properly.
4. All seeded areas .will be fjertilized, re -seeded as necessary, and. mulched
according to specifications in the vegetative plan to maintain a vigorous,
dense vegetative cover/
330.0
5. Baffle Maintenance / \ /
A) Inspect baffles' at least .once a week and after each .rainfall. Make
j \ / -
any required/repairs immediately.
i B) Be sure to/maintain access to the baffles. Should the fabric of a / I
baffle collapse, tear, decompose, or become ineffective, replace
it promptly. {�
C) Remove sediment deposits when it reaches half full, to provide /
adequate storage volume for the next rainfall and to reduce I /
pressure on the baffles.
D) Take care to avoid damaging the baffles. during cleanout, sand I /
�iepairor replace if damaged during. cleanout operations. Sediment
depthshould neverexceed half of the designed storage depth.
/) After the contributing drainage areahas been property stabilized, I
remove all baffle materials and unstable sediment deposits,bring i
the area to grade, and stabilize it.
Current Land Owner
Jarrell Company, LLC
532 Vista Del Lago Lane Waker Forest, NC 27587
's. oaO
o �Ol • F'SSlO••.E/ ��o
-SEALts
.00
seeding equipment or cultipack after seeding.
SECTION
.Note:
Bottom of filter fabric must be placed in
-
trench and secured by eitherback filling
_
STEEL POSTS
placing washed stoneto a height of
ABOVE THE TOP OF
7.) Mulch immediately after seeding and anchor mulch.
6" above ground lev L
e1
HEIGHT:
Restroom I I
I
4
I
I
I 0004 p°�O�
not exceed 114 acrd and never in areas of
24"
BOTTOM OF WIRE FENCE AND
8.) Inspect, all seeded areas and make .necessary repairs or
reseedings
�+
. I I
__--
$
I y
/.
PTOITOSed
Planning Comments 12-29-16
--�
within the planting season, . if possible. If stand should
following original lime,.fertilizer and
be over 607
seeding rates.
STEEL FENCE P05T
SET 3' APART
MIN. 18" INTO SOLID
I I
v
I
TEMPORARY
Silt Fence
1.
damaged, reestablish
NOTES
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
'
Restroom I I
m
w
Put silt fence or tree protection fence up to ensure
construction entrance is used.
9.) Consult Conservation Inspector on maintenance treatment. and
3.
I I
-----I L__
J
I
't' M/
-
caouuD
of the vehicles must be washed before entering the public road.
fertilization after permanent cover is. established.-
4.
If a project continues to pull mud and debris on to the
public road, the governing authority will 'clean the area and
invoice the financially responsible person as indicated on the
financial responsibility form.
dwa3
ce
4 Apply: Agricultural Limestone -. 2 tons/acre (3 tons/acre
in clay soils)
O
o
Fertilizer - 1,000 lbs./acre - 10-10-10
lbs./acre --207 analysis
r14
Disturbed Area in Proiect = 0.63 Acre
Superphosphate - 500
Mulch - 2 tons/acre - small grain straw
® 300
j
NOTA
Anchor - Asphalt. Emulsion gals./acre
It is
the grading contractors responsibility to
/
keep
all disturbed soils within the 0.63 acre
SEEDING SCHEDULE
designated as construction limits.
K
Shoulders, Side Ditches, Slopes (MAX.:1)
-
IRestroo
�
It is
-
the grading contractors responsibility to
_� �
a
have
the appropriate utility companies locate
Planting Rate
Proposed
any
underground utilities before proceeding
Date Type
300 lbs./acre
gallon
SeptiTank
Septi
/
with
constructions
Aug 15 -Nov 1 Tall Fescue
300 lbs./acre
Nov 1 -Afar 1 Tall Fescue
& Abruzzi Rye
25 lbs./acre
300 lbs./acre
35
Mar I -Apr 15 .Tall Fescue.
25 lbs./acre
Apr 15-June.30 Hulled . Common Bermudagrass
Jul 1 -Aug 15 Tall rescue and
120 lbs./acre
Proposed -
Distribution
*** Browntop Millet
35 lbs./acre
Bos. h-TX_"R°�X
T
X X- jtvaa�- X-_-�`�X
*** or Sorghum -Sudan Hybrids
30 lbs./acre
/ ti
In I
1L
-�, ,_
04
111
Proposed -
Slopes (3:1 to 2:1) i Silt Fence
�
�acre
Afar 1 -June 1 Sericea Lespedeza (scarified) 50 lbs. I
&
(,Alar 1 -Apr 45) Add Tall Fescue 300 lbs./acre S y I
w ' /
(Mar I -June 30) or Add Hulled Common Bermudagrass 25 lbs./acre / to
June 1 -Sep 1 *** Tall Fescue and 300 lbs./acre ° •� I7"O
**. Browntop Millet 35 lbs./acre 4
30 lbs./acre y I /
*** or Sorghum -Sudan Hybrids
Sep 1 -Mar 1 Sericea Lespedeza (unhulled-unscarified)70 lbs./acre
and Tall Fescue 300 lbs./acre
25 lbs./acre h
(Nov 1 -Mar 1) Add Abruzzi 'Rye C
Consult Conservation Engineer or Soil Conservation Services for additional information j
concerning other alternatives for vegetation of denuded areas. The above vegetation - X
.rates are those which do well under. local conditions; other seedling rates combinations I /
are possible. For a lawn quality turf, double or. triple rates/ xva�i-X-->f--J
the vegetation
toc optimum seas desired permanent g I/
***Temporary -Reseed according p - t1T1 PTo osed I
P €i ht before mowing, otherwise. 1� 1�
Do not allow temporary cover to grow over 12" lin g
rescue may be shaded out. / Silt Fence
N,CE PLAN
:
MAINTENA
1. All erosion and sediment control practices will be checked for stability
and operation folloIwing every run-off producing rainfall but in no case
less than once every week. Any needed repairs will be made, immediately I
to maintain all practices. as designed.
2. Sediment Trill be removed from behind" -the silt fence when it becomes
0.5 feet deep. -
�_
3. Sediment will 'be removed from the sediment trap when the. storage has
been approximately 507 filled/Gravel will be cleaned and replaced when
the sediment pool no longer drains properly.
4. All seeded areas .will be fjertilized, re -seeded as necessary, and. mulched
according to specifications in the vegetative plan to maintain a vigorous,
dense vegetative cover/
330.0
5. Baffle Maintenance / \ /
A) Inspect baffles' at least .once a week and after each .rainfall. Make
j \ / -
any required/repairs immediately.
i B) Be sure to/maintain access to the baffles. Should the fabric of a / I
baffle collapse, tear, decompose, or become ineffective, replace
it promptly. {�
C) Remove sediment deposits when it reaches half full, to provide /
adequate storage volume for the next rainfall and to reduce I /
pressure on the baffles.
D) Take care to avoid damaging the baffles. during cleanout, sand I /
�iepairor replace if damaged during. cleanout operations. Sediment
depthshould neverexceed half of the designed storage depth.
/) After the contributing drainage areahas been property stabilized, I
remove all baffle materials and unstable sediment deposits,bring i
the area to grade, and stabilize it.
Current Land Owner
Jarrell Company, LLC
532 Vista Del Lago Lane Waker Forest, NC 27587
's. oaO
o �Ol • F'SSlO••.E/ ��o
-SEALts
.00
SECTION
.Note:
Bottom of filter fabric must be placed in
-
trench and secured by eitherback filling
with soil material and tamping or by
STEEL POSTS
placing washed stoneto a height of
ABOVE THE TOP OF
o
°0004
6" above ground lev L
e1
HEIGHT:
"Iestev
4
MAX,Use
I 0004 p°�O�
not exceed 114 acrd and never in areas of
24"
BOTTOM OF WIRE FENCE AND
concentrated flow.,
i
FILTER FABRIC BURIED 6"
°
- - -o
DRB Comments 12-27-16
a
as
°
Planning Comments 12-29-16
--�
jj
Add Air Handlers 1-3-17
STEEL FENCE P05T
SET 3' APART
MIN. 18" INTO SOLID
�d PjAr tepr I 169 YNTRANCE
GROUND
TEMPORARY
GRA
1.
2"-3" stone shall be used. (Surge Stone or Railroad Ballast)
NOTES
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
Pad to be 501 x 20'TV x 6"D at a minimum.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING..
2.
Put silt fence or tree protection fence up to ensure
construction entrance is used.
3.
If construction on the sites are such that the mud is not
FILTER FABRIC
removed by the vehicle traveling over the stone, then the tires
caouuD
of the vehicles must be washed before entering the public road.
O N
4.
If a project continues to pull mud and debris on to the
public road, the governing authority will 'clean the area and
invoice the financially responsible person as indicated on the
financial responsibility form.
dwa3
\ \ SILT FENCE
STEP 1 � STEP 2
DRIVE EEL POSTS 16" INTO GROUNQ AND EXCAVATE ATTACH JrIRE FENCE TO POSTS AND EXTEND THE
A 8"x 4" TRENCH UPHILL ALONG THE NEOF POSTS.BOTTOM OF THE FENCE 8" INTO THE EXCAVATED
WOOD POSTS 4" IN DIAMETER MAY BE USED, _ _TRENCH.
BetweenoR, Jff
g•
Post without
wire mesh Between
Post with
ware mesh
STEP 3 8" STEP 4 / U
ATTACH THE FILTER FABRIC. TO THE WIRE FENCE BACKFILL THE TRENCH AND COMPACT THE SOIL
AND EXTEND THE BOTTOM OF THE FABRIC. 8" FIRMLY ANCHOR THE BOTTOM OF THE SILT
INTO THE TRENCH. FENCE SOo THAT RUNOFF IS FORCED GD.
THROUGH THE FENCE AND CANNOT GOO UNDER IT.
For repair of silt fence failures,
use No. 57 washed stone for
anchor when silt fence is.
.anchor
basin.
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, replace it pro v6ptly.
Remove sediment deposits Be necessar/t6 provide adequate
storage volume for the next rain and to reduce pressure
-on_the fence. Take care to -avoid -undermining the fence
during clearReut.-
.Remove all fencing materialsand unstable sediment deposits
and bring the area to grade and stabilize to after the
contributing drainage area has been properly stabilized.
Add°lnls�g R
oa
so,
6" Minimum
Thickness
2" - 3" Surge Stone
or Railroad Ballast
Notes:
Applicable at all points of ingress k egress until
site is stabilized. Frequent checks of the
device and timely maintenance must be provided.
SECTION
.Note:
Bottom of filter fabric must be placed in
-
trench and secured by eitherback filling
with soil material and tamping or by
STEEL POSTS
placing washed stoneto a height of
ABOVE THE TOP OF
-.-WIRE FENCE "HOG WIRE"
6" above ground lev L
e1
HEIGHT:
silt fence only 'when drainage area does
MAX,Use
-r- FILTER FABRIC
not exceed 114 acrd and never in areas of
24"
BOTTOM OF WIRE FENCE AND
concentrated flow.,
i
FILTER FABRIC BURIED 6"
End of silt fence needs to be turned uphill.
- - -o
IIF EXCAVATED TRENCH.
/
°
STEEL POSTS D�ZIVEN-- _
--�
jj
18" INTO GROUND.
STEEL FENCE P05T
SET 3' APART
MIN. 18" INTO SOLID
For repair of silt fence failures,
use No. 57 washed stone for
anchor when silt fence is.
.anchor
basin.
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, replace it pro v6ptly.
Remove sediment deposits Be necessar/t6 provide adequate
storage volume for the next rain and to reduce pressure
-on_the fence. Take care to -avoid -undermining the fence
during clearReut.-
.Remove all fencing materialsand unstable sediment deposits
and bring the area to grade and stabilize to after the
contributing drainage area has been properly stabilized.
Add°lnls�g R
oa
so,
6" Minimum
Thickness
2" - 3" Surge Stone
or Railroad Ballast
Notes:
Applicable at all points of ingress k egress until
site is stabilized. Frequent checks of the
device and timely maintenance must be provided.
BURY WIRE FENCE AND HARDWARE CLOTH �4BURY S" OF UPPER EDGE OF
II FILTER FABRIC IN TRENCH
STANDARD SILT FENCE OUTLET
LHHC- 951 M
TOP OF SILT FENCE
MUST BE AT LEAST I'
ABOVE THE TOP OF
-
_
THE WASHED STONE
-
FRONT
VIEW
BURY WIRE FENCE.
FILTER FABRIC.
AND HARDWARE
CLOTH IN TRENCH
STEEL FENCE POST
STEEL FENCE P05T
SET 3' APART
MIN. 18" INTO SOLID
WIRE FENCE
GROUND
HARDWARE CLOTH
NOTES
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
FIR of p5
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING..
-TER
WASHED STONE
q
FILTER FABRIC
C=jc
caouuD
O N
ti
�b
4;7�gjo°g
BURY WIRE FENCE AND HARDWARE CLOTH �4BURY S" OF UPPER EDGE OF
II FILTER FABRIC IN TRENCH
STANDARD SILT FENCE OUTLET
LHHC- 951 M