SW6221004_Construction Sequence_20221021

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VICINITY MA
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7 DAY GROUND
STABILIZATION
REQ'D. (TYP.)
S45°49' 06"E
7.67'(TIE)
TSSB#1 W/ SKIMMER &
COIR BAFFLES
**SEE TSSB CHART
THIS SHEET FOR SIZING
& SKIMMER INFO (TYP,)
FES #1
INV 18" IN:208.25
SILT #2
FEN CE ATE: 212.82
(TYP. ' 18" IN:208.44
18" OUT:208.44
TEMPORARY SEDIMENT
SKIMMER BASIN CRITERIA
TSSB #1
DRAINAGE AREA
4•60
DISTURBED AREA
4.60
REQUIRED SURFACE AREA (SF)
4,097
REQUIRED STORAGE (CF)
8,280
LENGTH @ S.A. ELEV
115
WI ©TH S.A. ELEV.
65
DEPTH
1.5
ACTUAL SURFACE AREA (SF)
7,427
ACTUAL STORAGE VOLUME (CF)
10,058
TOP ELEVATION
212.25
EMERGENCY SPILLWAY ELEVATION
210.75
S.A. ELEVATION
210.75
BOTTOM ELEVATION (Includes 9'Sed. Storage)
208.25
SKIMMER SIZE
2. 0"
SKIMMER ORFICE DIAMETER
1.75"
EMERGENNCY SPILLWAY WIDTH
12'
Rational Method Q=CIA (C=0.5, I=varies, A=above)
12.6
1 "intensity"
5.5
BAFFLES
%
INLET ZONE
25%
28.75
FIRST CHAMBER
25%r
28.75
SECOND CHAMBER
25%
28.75
OUTLET ZONE
25%
28.75
N /F
FTPA STORAGE
MID PINE LLC
DB 9424 PG 826
LOT 1
PB 106 PG 54
PIN: 0425-37--9041
7 DAY GROUND
STABILIZATION
REQ'D. (TYP.)
PURSUANT TO G.S.113A-5712)
The for
SITE NOTES:
CONSTRUCTION SEQUENCE:
angle graded slopes and fills shall be no greater than the angle
1. OWNER: EEB HOLDINGS, Ll
that can be retained by vegetative cover or other adequate ,within
control devices or structures. In any event, slopes left exposed will, within
7357 MARINERS LANDING DRIVE
1.
Obtain all permits before beginning construction.
'4 calendar days of completion of any phase of grading, be planted or
FAYETTEVILLE, NC 28306
2.
Install gravel construction entrance, sediment fence & reinforced silt fence outlets,
otherwise provided with temporary or permanent ground cover, devices
or structures sufficient to restrain erosion.
2. PIN: 0425-36-6892
3.
Clear/grub only within the limits of construction. Install the temporary skimmer sediment basin.
PURSUANT TO G.S. 113A-5713j
Provisions for permanent ground cover sufficient to restrain erosion must
DB 11153, PG 0126
3• SITE'S TOTAL ACREAGE: 4.98 ACRES
4.
Strip topsoil from the temporary skimmer basin area, building pad & parking lot areas that are to be graded. Install temporary diversion berms to divert
be accomplished for all disturbed areas within 15 working days or 90
4. SITE'S TOTAL DISTURBED ACREAGE: 4.98 ACRES
runoff towards the skimmer basin.
calendar days (whichever is shorter) fallowing completion of construcfion
or development.
5. ZONED: C(P) - COMMERCIAL_
5.
Grade the building pad & parking lot as reflected on the erosion control & grading/drainage plans. Ensure that all runoff continues be diverted to the
6. PROPOSED AUTOMOTIVE MAINTENANCE SHOP
temporary sediment skimmer basin by adjusting temporary diversion berms as necessary.
GROUND STABILIZATION NOTES
(PREFABRICATED METAL BUILDING)
7. PROPOSED PARKING LOT - STRIP PAVEMENT WITH STORM
8.
Install storm drainage lines, drop inlets, flared end sections, roof drain leaders & rip rap outlet protection. Add inlet protection to the various inlets as
Site Area Stabilization Stabilization Time
specified on the erosion control plan.
7. Install water lines, appurtenances and laterals.
8. Fine grade the building pad, parking lot & the driveway areas. Seed & mulch the areas outside of the paved parking lot & building slab within 7 days
for permanent stabilization.
9. Install ABC stone base material within the parking lot area & driveway apron. Fine grade and compact the stone while maintaining inlet protection
measures for storm drainage.
10. Adjust storm inlets to finish grade. Then pave the parking lot & driveway. New inlet protection devices to be implemented as necessary per erosion
control plan.
11. Repread topsoil on the disturbed areas outside of the building slab, parking lot & driveway areas then fine grade.
12. After completion of all finish grading, seed and mulch all disturbed areas for permanent stabilization.
13, Inspect project with NCDEQ and request to close out the permanently stabili7ed site.
14. Convert the temporary sediment skimmer basin to a permanent infiltration basin once the contributing area has been completely stabilized.
PROJECT CLOSEOUT NOTE:
UPON COMPLETION OF THE SITE'S CONSTRUCTION, NCDEQ REQUESTS THAT THE DEVELOPER OBTAIN A NOTICE OF
TERMINATION THROUGH NCDEQ TO FINALIZE THE PROJECT-S CLOSE OUT OF THE Pil 11O--EDIMENTATin N CONTROL PERMIT.
LIMITS OF CONSTRUCTION PARCEL'S
ARE THE PARCEL'S BOUNDARY
BOUNDARY (TYP.) (TYP.)
DIVERSION BERM W/ 16
�
TURF MATTING (TYP.) p
Description
Time Frame
Frame Exceptions
Permiter dikes,
swales, ditches
None
and slopes
7 days
High Quality
Water (HQW)
None
Zones
7 days
If slopes are 10' or less in
Slopes steeper
length and are not steeper
than 3:1
than 2:1, 14 days are
7 days
allowed
Slopes 3:1 or
7-days for slopes greater
flatter
14 days
than 50 feet in length
All other areas
None (except for
1xith slopes flatter
perimeters and HQW
than 4A
14 days
Zones)
-'Extensions of time may be approved by the permitting
authority based on weather or other site -specific conditions
that make compliance impracticable." (Section ll.B(2)(b))
I S45'49'06"E 621.73'
IRF-
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CLASS B RIP RAP f ` -219 - /-,aa
APRON W/ FABRIC i \� �2�7 �65
L= 16', W= 12', N op 214 rl`�
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STORAGE/ KITCHEN/ CONFERENCE
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LAUNDRY BREAK ROOM
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400 SF) ROOM (600 SF)ZD
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SHOP SPACE
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INFILTRATION
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ENTRY HALLWAY (866 SF}
{12,000 SF)
W/ COIR
BASIN
(GRASSED)
I a
AREA
(450 SF) FFErION1sT FFET!vESKIMMER
oICNoC
BAFFLES- SEE CHART
(625 SP) (875 5F)
FOR MORE INFO (TYP.)
gC
14' BAY 14' BAY
14' BAY
'�°
^'
15" INV OUT 208.40
I
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LIMITS OF J7
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CONSTRUCTION
( TYP.)
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PROTECTION
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TYP.
( )
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OA 13
213.50 2
AOP INL 2 #4
GRaTE2 3T13
NV 15"
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IN:211.13
1 " 1N:210.75
f 15" OUT: 13
m
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hlA1V 15" T:210.75
213-
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N /F
EB HOLDINGS, LLC
B 11153 PG 126
N: 0425-36-6692
O
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,92 INLET
PROTECTION
(TYP.)
OP INi ET 96
GR 213.5o
INV 15" 0 :211,49
TEMP GRAVEL _ "♦' P LL! [Y
CONST.
ENTRANCE oA OR , 212,7 DROP INLET#3 LL-
^�
(TYP,) 212.8 `9O 0 GRATE:212.D0 x �J IL
a % INV 15 IN:2s39,52 Li
<( 1 INV 18" OUT:209. 2 m
jO QQ �V 212
�N45'46 "E 30 80' �° 277 TEMP. RE1NF. SILT �c�O '2 W
� � �' FENCE OUTLET (TYP.) <BO�r<ep <e <ep ��«v llllllll■r�<ea lip<�a IIIIIII�<atl ��<aa Q �<ea o �■<sa �<ea II��<aa <aa ��<aa �I� a <aa <aa <
� 212 213 (Y
< F F
d R • F F F F~ F F F F �.� F F
110.51 ' S 2 f 1' F �" F F SF
11 22.4.99� IPF ,
i 12 4.86 I N /F i f
INLET i S44°50'09'E 883.93'(TOTAL)
BOBBY N B�INNELLS N f F N/F � �
PROTECTION
and wife N°/F
TYP. CHUCK JA,,O�.BRITT� EDVUARD RAY WILLIS DALE ANN TRIPP(LIFE ESTATE) r MAR N./HA N
III MARY BI NNELLS DB 8091 PG 5 - and wife TABITHA TRO N(REMAINDER-MA I N��N
DB 7974 PG 477 ) DB 1 002 PG 178
OT 1 LOT 2 RUBY LEE WILLIS DB 6 49 PG 69 OT 5 l
PB 26 PG 8 B 8328 PG 645
PB 26 PG 8 L T 4 PB PG �10
PIN:0425-36- PIN:0425-36-3684 LOT 3 PB 3 PG 10
3711 B 26 PC 8 PIN:0425- 6-5520 PIN:OL2-36'-6411
LIMITS OF CONSTRUCTION PIN: 25-36-4558 �
ii ARE THE PARCEL'S
1 BOUNDARY (TYP-) �-
MAINTENANCE PLAN
I. If is the responsibility of the developer to inspect or have inspected all erosion control measures no less than once a week and after each run off producing rain event. Any repairs should
be made immediately to retain ill control measures.
2. Maintain the gravel pad of the construction entrance, The entrance should be checked weekly and after each high traffic event. This will help to prevent sediment from leaving fhe
construction site, Periodic tcpdressing with 2-3 inch Slone moy be required. lmmediately remove all objectionable materials spilled, washed or tracked onfo public roads.
4. inspect silt fence at least once a week and after each rainfall. Make any required repairs immediately. Should the fabric collapse, teor or become ineffective, replace immediately. NORTH CAROhIl�hA DEPARTMENT Remove sediment deposits as needed to provide adequate storage volume for the next rain event and to reduce preswre on the fencing materials. 5edimenf should never exceed half (H TRANSPORTATION DEP RT ALL DRAINAGE EASEMENTS SHALL BE
the designed storage volume. DEDICATED AS PUBLICS AND IT SHALL BE
5. Inspect hardware clot I p hand gravel inlet protection measures at least once a week and after each rain event. Clear the wire mesh of any debris to provide adequate flow for D VISIOt+I OF HfGf-Ellllf\YS� -j}{E RESPONSIBILITY O; THE PROPERTY ONLY NORTH G`ARQLINR DEPARTMENT
subsequent rains" Take care not fo damage ur undercut the wire rxsesh when removing sediment or cleaning. Replace stone cs needed to maintain design specifications. DRIVEWAY PERMIT APPRO s Q� TRANSPORTATION APPROVED
6. Inspect "gravel" pipe inlet protection at least once a week and after each rainfall. Reshape inlet rotecfon as needed to maintain control of an sediment de osition. Clogged or OWNERS TO MAIN LAIN' THE DRAINAGE STRUCTURES RES ARE TO O
p p Y P of DocuSigned by: EASEMENTS AND ANY URArhlACl=
missing gravel will result in sediment deposits into the drainage pipe culvert. Gleaning or gravel replacement should #eke place during dry periods. Clean the area in front of the gravel CONSTRUCTED ON PUBLIC
inlet protection when inspection shows debris and sediment deposits. If all tha gravel becomes contaminated with sediment accumulation then replace gravel immediately. BY S STRiJCTURES F iERC itl, 5a AS TO rJfAiNTAIN
7. All vegetated areas will be reseeded, fertilized and mulched as necessary to maintain a dense vegetative cover. Check for dcmoge and washing out of materials after each rain. THE RE I THERE
RITY C]E THE DRAINAGE RIGHT OF VIWY,
C26498D929294B9..,
Repair
amage ,bare or sparse areas by filling any gullies, reseeding and mulching. Tacking of mulch with netting or a tackifier may be necessary in areas of concentrated flaw, If SYSTEitI! AND INSIJL�i` POSITIVE DRAINAGE.
vegetation fails to emerge, have a soil test performed and re-evoulate the choice of plant material. 07/06/2022 -
8. Inspect mulches after every rainfall to check for rill erosion and dislocation of materials. Where erosion is witnessed, apply additional mulch. Mulch should be applied to 100% soil DATE
coverage. If necessary anchor mulches by tacking with asphalt, netting or crimping with a mulch anchoring tool. A disk with blades set nearly straighf can be used as a mulch anchoring
tool.
J
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RBF
�<ea
SILT FENCE
♦ (TYP.)
DIVERSION BERM W/ TURF MATTING (TYP.)
**ADJUST BERM AS NECESSARY TO
ENSURE THAT ADJOINING RESIDENTIAL
LOTS TO THE SOUTH DO NOT HAVE
DRAINAGE ISSUES
,l 217
■r<aa �<9a
ar F
124.97' -
N /F
JUVANCIA STEFANKO
and husband
PHILLIP M. EDMONDSON
DB 8188 PG 334
LOT 6
PB 36 PG 10
Pf :0425-36-7302
ANY PARCELS OR EXCLUDED AREAS
ARE TO RE SERVED INTERNALLY WrM
NO ACCESS ONTO DEPARTMENTAL
MEAL
RIGHT OF WAY
9'
spa
s �7 6'
dj.
co `
N /F
SONOCO RECYCLING LLC
DB 8874 PG 667
LOT 3
PB 82 PG 183
PiN: 0425-46-1693
PARCEL'S
BOUNDARY
(TYP.)
7 DAY GROUND
STABILIZATION -- /
_ REQ'D. (TYP.)
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--
145.22'
78.18'
RBS
PARCEL'S
BOUNDARY
(TYP.) N /E
CARLA M CARTE
/F
CHARLE L CART R
LAWREN E
E MORRIS
husband and wi e
DB 11 55
PG
778
DB 7680 PG 8 3
LOT
9
I:.OT 7
P 26
PG
8
PB P 0
,
PIN: 425-36--8172
PIN: 0425- 7293 I
SCALE 1 " = 30'
30 0 30 60 90
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DRAWN BY: KWS
CHECKED BY KWS
REVIEWED BY: KWS
DATE: 1-24-2022
PROJECT #: 21-004
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EE/B� HOLDINGS,
LLC.
7357 MARINERS
LANDING IIRiVE
FAYETTEVILLE, NC
(408)-712-0245
[e-mail]
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FIELD BOOKS:
SHEET:
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