NCG030584_COMPLETE FILE - HISTORICAL_20090522

STORMWATER DIVISION CODING SHEET
RESCISSIONS .
PERMIT NO.
DOC TYPE
❑COMPLETE FILE -HISTORICAL
DATE OF
RESCISSION
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen W. Sullins
Governor
Mr. Mark Poston
HMF Express, LLC
2501 Northchase Parkway
Wilmington, NC 28405 --
Dear Mr. Poston:
Director
May 22, 2009
Subject: General Permit No. NCG030000
Dee Freeman
Secretary
iiMF Express,_LLC_--.__--___ .---
COC NCG030584
New Hanover County
In accordance with your application for a discharge permit received on May 4, 2009, we
are forwarding herewith the subject certificate of coverage to discharge under the subject state —
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the
US Environmental Protection Agency dated October 15, 2007 (or`as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land Resources,
Coastal Area Management Act or any other federal or local governmental permit that may be
required.
If you have any questions concerning this permit, please contact Brian Lowther at
telephone number [phone].
cc: Wilmington Regional Office
Central Files
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
Location: 512 N. Sa{isbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6746
Internet: www.ncwaterqualit ,org
Sincerely,
ORIGINAL SIGNED BY
KEN PICKLE
for Coleen H. Sullins
NorthCarolina
NatumlIff
An Equal ODDOrtunb 1 Affirmative Action Emolover

F

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG030000
CERTIFICATE OF COVERAGE No. NCGO30584
STORM WATER "DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the.provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North'Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
HMF Express, LLG
is hereby authorized to discharge stormwater from a facility located at'
I -IMF Express, LLC
2501 Northchase Parkway ;
Wilmington
New Hanover County
to receiving waters designated as unnamed tributary to Smith Creek, a class C,- Sw water'in the
Cape Fear Rive'• Basin, in accordance -with the effluent limitations, monitoring requirements, and
other conditions.set forth in Parts I,1I, III,1V, V, and VI of General Permit No. NCG030000 as
attached.
This certificate of coverage shall become effective May 22, 2009,
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 22°a day of May, 2009.
ORIGINAL. SIGNED BY
KEN PICKLE
for Coleen H. Sullins.; Director
Division of Water Quality
By the Authority of the Environmental Management Commission

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NCG030584 .
HME Express, LLC
Latitude, 340 18'' 12" N
Longitude: 770 52' S" W .
-
Gounty: New Hanover
�
Recaving Stream: LFFtD Srrith Creek
r�
Stream Class: C; Sw
Sub -barn; 03 Ob 23 (Cape Fear River Saran)
Facility Location
MV scale 1-19,305

STONE CHECK DAM
0-s
OGp�p�
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PSG
C'O
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SITE
F a
20 'I'TF�A�i 10,F N
-y sF raOi
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O yTERROLL
NTS m MAP BOOK 28 PAGG 52
0-
LOCATION MAP
`0
37
70
1
;3
EXISTING SOIL STOCK PILE TO BE REMOVED
100' SHOD OR RELOCATED ONSITE. SOIL STOCK PILE 1
BUILDING SIDE SLOPES SHALL NOT EXCEED 2:1 SLOPE.
SETBACK ' SOIL STOCK PILE SHALL BE STABILIZED UPON
RELOCATION.
GRASS SWALE WITH 5:1 MAXIMUM SIDE SLOPES
�'.
35
DROP INLET
TOP 32.80,�'
INV.=29.85
FUTURE CURB INLET
TOP TO BE DETERMINED
INV=29.69
00,- 160 LF 24 RCP SD
GRASS SWALE WITH 5:1 -/ 0 0.20%
MAX. SIDE SLOPES -'� % ` , /
v LINE ENTIRE INLET OF SWALE AND PIPE
' o / ^ ,�y --�t Iry :` INLET WITH A 30' X40' X15' ENERGY
K�
° DISSIPATOR NCDOT CLASS B EROSION
` CONTROL STONE AS SHOWN
DROP INLET1�2.
TOP 32.80 A.
INV.=30.35 / r' f
240 RCP FES
(' �, \ \ INV.=29.53
WATER H2 FOREBAY NO. 2
MATCH EXISTING GRADE ALONG
CULDESAC WITH NEW GRAVEL = ! 28:
DRIVE. NEW TEMPORARY ! \ STORMWATER DETENTIC .PQND
SILT FENCE / `�� TOP OF BANK 32.00
Ole : . L ,LFjO �,�_- `i FLOOD POOL 30.50
TEMPORARY f� ; •' �P� �''�`'�5'` ♦ A Lam: ``' NORMAL POOL 29.50
GRAVEL CONSTRUCTION i ECAST CONCRE I \ .� BOTTOM 25.50
ENTRANCE �aN _APE .�� �'" f' \�WWHHEELSTOPS ')A'\ 5 r
(SEE DETAIL) ,? AREA / \ \ ,tT'YPICAL) 7 �1 \ \ �• \ � \
SS MANHOLE ' wM 19.5' FUTQIRE 7 S �ti \ \\` 1 \ ♦ 10 VEGETATED SHELF AT 6:1 SLOPE
RIM 34.74 .• \ \27 r�° \ \
' 3 OUTLET STRUCTURE
' INV.=30.60 �` \� us /�
R,w,, :�.::':,::_:..,. •;:.:•;. �., 2835SF �O �� �� �� �\ :� \ \ (SEE DETAIL AND POND SECTION C-C)
' ;: •� :: t �'' 8" PVC PIPE THROUGH '' \
`'-' , �::. ,�• . % ;, CONCRETE RETAINING WALL FUTURE 7' SIDEWALK L . \\ \� \ \ ,ate ♦ 60 LF 1" RCP o O.
� •%J.� ,y INV.=30.80 - •.� � �C \ \ � � "� ♦
+�'h a�0 � ,��r •L'••• � .5 t, M � � tlft \ •� .a rL�\ �
.P r. r I • Q yy t y� , •
T p� �' •' 3p' �h FUTURE CU B INL 18 RCP FES
l�j, �--- q .•• ti, �..:...: L29)�� : .: 30' RETAINING WALL TOP TO BE DE ERM�Q �, \ INV.= 28.00 PRIOR TO SITE CONSTRUCTION CONTRACTOR SHALL
cu / -. �' ' ' - :"�'► ' UCK LOADING DOCK INV=30.77 \ 'n \\ \ \ ' � W/ 10'Xl5'X15' REMOVE THE SEDIMENT FROM THE EXISTING POND
�::,, ; G \ „� ENERC f DISSIPATOR OUTLET DITCH AND HALT EROSION. THE EXISTNG
45'R ; . \ \� .� ♦' NCDOT CLASS B OUTLET DITCH SHALL BE STABILIZED IMMEDIATELY.
I G.p \ \�� \ \� EROSION CONT TONE
PROVDE 3:1 MAXIMUM SDESLOPES. INSTALL STONE
x HASE 1 BUILDING , \� T„
;�.• c �CK AM 1Q Lam. THE
a gAC'L 35 R H �.o?" ► -O i\\ ��\ CHE D INSIDE SITE PROPER
F� SEA '\ v U T FILLED AND
SOW
�Rc o0 50'R �t 75,000 SFo �; \• y ; t ` r \ Exas NG OUTLET DITCH SHALL BE
5
JUNCTION OX\ 1\ \ \ STABLQED FROM THE DETENTION POND TO THE
,
i
P A%� W/ ACCE -
S
rAFT T
RTY ER FE
0\
SITE PROPERTY LIVE IMMEDIATELY FF 35 0 ,
INV.-31.00 \ \ POND OUTLET STRUCTURE AND OUTLET PIPE
ARE NSTALLED.
91,
4 LOT 100Rl
9.76 ACRES
FUTURE 155 F 18 •- \ . °
RCP SD o 0. %
\\ �"�6. 220 LF 18" 9� FU RECUR LE p
•• a T8 % . 10 .,� TOP 0 DE \
m ! S' o• qCK � •: �� ��-.� � �@ \ � � ROOF DRAIN NE
s INV= 0.00 ♦ V \\ •
! 27.. ,� . '. �, , • • ,. s \ � NOT .ROOF DRA GE SHALL BE
v� �. HEADER. o 0.20 _
,,,..IRECTED TO HL' REAR OF ♦\\� "'
1 y• ... PHASE 1 A TFE PHASE N ,, ♦ \
s `F BU DING. R RAMS LEADERS
m DROP INLET P 5
s, ,,�, .� SH TIE INTO ERGROUND
o \ Z ! TOP 33.00 �♦ . HEAD R PIPE. 135 A
.► ! INV.=30.70 0, \ `; ♦ \
EXISTING SOL STOCK PILE TO BE REMOVED
p OR RELOCATED ONSITE. SOIL STOCK PILE �� FUTURE 9 LF 18" ♦ f
O 0, ! SILT FENCE ENCEORARY SIDE SLOPES SHALL NOT EXCEED 2:1 SLOPE. RCP SD o 50%
SOIL STOCK PILE SHALL BE STABLIZED UPON ` �' Q(j� _ ; �, ♦ �''
-+ u� RELOCATION. tc ' '¢ V
- , 1 ♦ HA E 2 BUILDING XPANSION
♦ , z 40,OOOSF 00 SHOD
�� BUILDING
REMOVE AND REPLACE EXISTING SILT R1
FENCE AT POND OUTLET AS REQUIRED.
DO NOT PROVIDE SILT FENCE
ACROSS POND OUTLET DITCH.
\ \ INSTALL STONE CHECH DAM IN
DITCH 10' INSIDE SITE PROPERTY LINE.
s ` � - ' 'JVIDE EMERGENCY SPILLWAY AT EV O .00
^� fl_' iNE SPILL WAY WITH CLASS B NCDlr EROSION
CONTROL STONE 6" THCK ON FILTER FABRIC
w '
FOREBAY NO. 1
t �1
• FUTURE 18" RCP FES HIV.=29.50
W/10'X15•X15" ENERGY DISSIPATOR
NCDOT CLASS A EROSION CONTROL STONE
•
• 24" POLYETHYLENE FES INV.=29.55
4;,0 W/ 10'X15'X15" ENERGY DISSPATOR
99♦. , NCDOT CLASS B EROSION CONTROL
;� ��: �'• STONE
<Cl
• '< 5 O ®0 F T a Al-�' � SETBACK
DN BOX �. ♦ o % . NEW TEMPORARY
5S � . SILT FENCE
6
♦ 400 \
va
Cp 0 0•dool
a,, ; ♦ �� 360 LF 24" 1 ; �
I LF 248 `` i �2 POLYETHYLENE ; / !'
1 ; ♦ ��� ROOF DRAIN ;
LYETHYLENE L �i •
OF DRAIN ♦ �� HEADER o 0.20%
%DER o 0.20%
1
I
� A
SILT FENCE TO
)VED AND REPLACEDD.
••.; , y`
JUNCTION BOX 5' BULDNG SETBACK
W/ ACCESS I
• INV.=30.22
NEW TEMPORARY '` 1
SILT FENCE `• ,
STONE CHECK DAM
a EXISTING LT FENCE TO \ ,
BE AS NOTO .ED AND REPLACED31
t ` 30
a` yr 1 _ "h`ti L �•,._. �• ��� t�'a
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CONSTRUCTION LIMITS O
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I �
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ICI .
::... •;. .. CONCRET
EXISTING CONTOUR
EXISTING CONTOUR AUG 13 199 III III; II
33A EXISTING SPOT ELEVATIO(Qnoi # ( t
iI
PROPOSED FINISH GRADE p E C E I V
I
SPOT ELEVATIONS D
AUG 131998 98059
EROSION CONTROL AROUND 4NtM ces• JAKIII
Dwm
EXISTING TEMPORARY SILT FENCE KFD
oATE 6/4/
PROPOSED TEMPORARY SILT FENCE
C •
NOT S: 1. NO KNOWN WETLANDS EXIST ON LOT 100. SEAL
11966
�
2. LOT 101 HAS TEMPORARILY BEEN
TRAFCD # 1
AS WETLANDS. NO CONSTRUCTION-.,yP o�.••
uj MATERIALS, SPOILS, EXCAVATION AND %,,,ti�� L ;P �N,.•
Hsu MATERIALS ETC. SHALL ENCROACH ON THIS SITE.
out 3. EXISTING SILT FENCE SHALL REMAIN AROUND
Doowz PERIMETER OF SITE UNLESS OTHERWISE NOTED.
4419 CONTRACTOR SHALL INSPECT EXISTING SILT t'.� E� }
�R��
FENCE AND FIX AS REQUIRED OR REMOVE AND
REPLACE AS REOUIRED TO FUNCTION PROPERLY. T�
STONE CHECK DAM

18' RCP
INV. 28.
VARIES (10' MAX) I
AS DR. BY EN �
STEEL OR WOOD POST
=
WIRE FABRIC
MIN. 12-V2 GA. o m
FILTER FABRIC
= INTERMEDIATE WIRES LL
(RAVEL FILTER
f 04
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ANCHOR FABRIC SKIRT
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WATS
AS DIRECTED BY ENGMER
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NOTES:
SPECIFIC APPLICA`TICN
-
MTTECTION
,HIS METHNOC OF tUT PROTECTION 5
THIS MEDW IS
1
FENCE FABRIC SHALL BE A MN. OF 32" N WIDTH AND
VVFI3IE IfAVY FLOWS ARE
CAPAQTY AiECESWYµTO EVENT
APPLICABLE AT CURB NETS WHISIE AN
OVERFLOW CAP tT NECESSARY TO
SHALL HAVE A MIN, OF SO( LINE WIRES WITH 12' STAY
ocC �M ARO" STRUCTURE
PREVEIff EXCESSIVE PO
PONnrc IN FRONT
STRUCTURE
SPACING.
2
FABRIC SHALL BE FOR EROSION CONTROL AND MN. OF
EROSION CONTROL
AROUND INLETS
36' N WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3
STEEL POST SHALL BE 5'-W N HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4.
WOOD POST SHALL BE A MN. OF 6' N HEIGHT AND 3'
TO 4' N DIAMETER. WIRE FABRIC SHALL BE FASTENED
F
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1 VT LONG
Vn TOOLED PLAN VIEW
1 SIDEWALK THCIONESS SHALL W 4' UJN zs NOTED OTHERWISE
2 CONTRACTION JOINTS (GJ) SPACE SANE AS SDEWXX WIDTH J
3 74CON SIDEWALK TO V AT DRIVEWAYS.
A THIN SDEMfAUC TO G IN LAST 7 IM11GlE IT ABUTS PAVE*NT
wmI NO alas
5, Vr EXPARM JOINT (E.p REQUIRED AT 50' MAX. AT SIDEWALK
JLIrICWK AT STRUCTURES, AM AS NOTED ON SITE PLAN.
S PROVIDE A LAYER OF IM BLIX FELT BETWEEN WALK AND ADJACENT 71eO HOLES
PARALLNG CURB OR STRUCTURE
7. REINFORCE w/64,10/10 W.W.II
Vr EXPANSION
JOINT MATERIAL
W MAX SPACING FRONT VIEW
EXPANSION JavT (E.1>'
:. •. ; . •. ..: ' : ' V4xT DEEP w/AN �/� e' �/`j 4 REBAR
Fj
• •' ::• _ VS'R TOOLED � 4.5'
t"" I 4000 •PSI 9
ZB DAYS
,.
a
WIDTH Y LEWNT x HEIGHT
t 9' x T-0' x S'
END VIEW
. .: WHEEL STOP DETAIL
• CONTRACTION PW (C.)
BLDG-STRUCTURE NTS
PLAN
SIDEWALK IOINT DETAILS TOP OFBANK
32.0'
FLOOD POOL 31.00
FLOOD POOL 30.50
NORMAL POOL 29.50
FOREBAY//�\/ 4:1 SLOPE
BOTTOM
�Ir,r,I
POND SECTION A -A
Pm
CORE AGGAECATE-- --6' £L-,ASS-,A, NCDOT
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
Ri
NOTE
1. BASIN. FRAME AND GRATE MAY
VARY N NONESSENTIAL DIMENSIONS.
4'X4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
ALL 4 SIDES
MODIFY OUTLET END OF BOX
AS REQUIRED TO INSTALL 18"
RCP OUTLET PIPE
TACKWELDE:DBAR AT 6' O.C. EACH WAY LAIDATED) PLAN
IN TOP OF BASIN
TOP-30.50
ATTACH SCREEN
GALV. LAG 6 WE
ANCHORS
TLET /-1/2' OPNG. GALV.
ALUMINUM EXPAN
METAL SCREEN
2.5' I.D. INLET PIPE
GROUT IN PLACE
NV. 29.50
4.0•
INV. OUT 28.30 COMPACTED St
CRUSHED STONE.
SECTION ELEVATION
DETENTION POND OUTLET STRUCTURE
KTS
EMERGENCY SPILLWAY SECTION C-C
NTS
o
v
TOP 30.50
INLET 29.50
BOT. 27.00
INTS
RESERVED T--v x x Aso STD. ALUMI
HANDICAPPEDIHANDICAPPEDPARNaIG SM 0
TO READ 'RESERVE PARINC
um eoL
PARKSOLT°emwAmm WD POST W Iff CADMIUM o
RATED NUM BOLTS F WASFBt"
9' x T-.(' x Aso STD AUJIA SICK C�
TO READ 'MAXIMUTAI PENALTY SM
CS 20-37.6'. BOLT TO IND. POST
W H 3/: CADMIUM PUT®
1r 1 NUTS. BOLTS 6 WASHERS.
Ism PRESM TREATED 4W POST. .
LECo NO -am
*a SYNM al"tACROMM
uacAaw -.►+rf FMSHED GRADE -�•�
i-t/2�t(TYPI
MAXIMUM II � _-11bb PENALTY
-1 I i-1 I !-+ ►-III-I! I-
„�„�, I I I-ffiw-
�L_Q_20-37.6$100 =III -I-
Q .1 in 11-�I 11
row -f
Laao 00 lam - awN
BACOO•c - *IN
TYPICAL HANDICAPPED SIGN DETAIL
NTS
TEMPORARY EROSION CONTROL
GRASSING DETAIL
1 CHISEL COMPACTED AREAS AND TOPSOIL 3 NOES DEEP OVER
ADVERSE SOL CONDTIC & F AV
2. RP THE ENTIZE AREA TO A 6 NCH
3. REMOVE ALL ROCKS, ROOTS ANO 0, OBSTRUCTIONS LEAVING SURFACES
REASONABLY SMOOTH AND
4. APPLY AGOCULTtRtAL LINE AND FETt - UNIFORMLY AND MIX WITH SOL.
(; SE BELOW)
s. SEED � K��A� 4-A WELL 66 NQEs F�l REASONABLY UNIFORM
6. SEED ON A FRESHLY PREPARED AND COVER SEED LI MLY.
7. MULCH IMMEDIATRY AFTER SEE ANCHOR MULCK
s NSIW ALL SEM AREAS AND NECESSARY REPAIRS OR RESEEDING
WaM THE PLANTING SEASON. F F GRASS STAND SHOULD BE
OVER 60% DAMACM, RE-EST"A,1'FQLLOWNC, COAL LIME FERTILIZER
AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR=ON MAINTENANCE TREATMINT AND
FERTILIZATION AFTER PERMANENT CCiIER 6 ESTABLISHED.
.APPLY: ACiRK1LTURAL LI ESTOP - 2000 LBS/ACRE
FERTILIZER 10-10-10 - 1000 LBS/.
MULCH - 2 TONS (APPRORAN X 60 _ SMALL GSTRAW/ACRE
ANCHOR - TACK w/ LOIUD �T • 400 GAL/ACRE OR
irMU.SffD ASPHALT GAL/ACRE
SEEDINC SCHEDULE
DAIS PlSI BRIE
AUG 15 - NOV 1 TALL FkA 30 LBS/ACRE
NOV 1 - "A RYE (a* 120 LEIS/ACRE
MAR 1 - �JN 30 PBUCOLA Q h*ZASS 60 L95✓ACRE
KOBE LESPEDZA 90 LBS/ACRE
COMMON 0EI6YIUDA CRASS 50 LBS/ACRE
)LILY 1- AUC 15 COMMON f VA CRASS 50 LBS/ACRE .
NOWTCI MILLET 20 LBS/ACRE
511
ALL DISTURBED ARES SHALL. BE SEEDED WTTHN 30 DAYS OF THE
COAViETHON OF OZADNC.
CONSULT CONSERVATION ENIGEER SOL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION C OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THE WHICH DO
WELL UNDER LOCAL C 'S, OtS SEEDING SCHEDULES MAY BE POSSIBLE
t
TYPICAL GRASS. WALE
_
SEE PLAN FOR PIPE
ORIENTATION
CONC. COLLAR
I
I
I
i
I
t
I
I
CASTING
I NOTE: 2' X 2' DROP
II LET FRAME & GRATE
SHALL BE HEAVY DUTY
H40 LOAD RATED
--J
ADDED NOTE TO CENTER PIPE ELEV. VARIES
IN STONE TRENCH
PI PRECAST SI E
OR„ „
BRICK MASONRY--,6 RIES g
w
FLOW
4"
3000 PSI CONC.
.4 :
SECTION
DROP INLET DETAIL
NTS
_L
PLAN
SITE WORK NOTES:
SITE DATA
1.
THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
TOTAL AREA: 9.76 ACRES
FIELD CONSTRUCTION CONDITIONS.
DISTURBED AREA: 9.76 ACRES
2.
CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
ZONING: PD OFFICE/PDUSTRIAL
WAYS WITH PROPER AUTt-IORITES AND SHALL MEET ANY REQUIREMENTS AS
PARKING REQUIRED: TO BE M7804NED UPON ISSUANCE OF AN UPIRT
PERMIT AND CERTIFICATE OF OCCUPANCY
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
THE
PARING PROVIDFI3 65 SPACES MOTE THAT PAJOC ACCORDANCE WITO TH EQUATES ITH THE
IN
FOLLOWING N ACCORDANCE
3.
NG:
CLEARING AND GRUBBIREMOVE ALL STUMPS, ROOTS, SHRUBBERY,
IMPERVIOUS AREA INDUSTRIAL AND MANUFACTURING
ASPHALT, CONCRETE, STRUCTURES, BURIED UTLITIES, STORAGE TANKS,
ESTABLISHMBJT OR WARE HOUSE
BULDNG: 115.000 SF • 5e EMPLOYE SPACES, 16 SPACES
ETC. WITHIN LIMITS OF CONSTRUCTION.
ASPHALT: 58,051 SF FOR EACH 2 EMPLOYEES ON GREATEST
T.
• 22 SPACES FOR 2 MANACERS
4
STRIPPING: BEFORE EXCAVATING OR FLLNG, REMOVE ALL TOPSOIL,
• 2 VISITORS SPACES, i VISITOR
SPACE FOR EACH 10 MANAW AI.
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
PSnOMEL 20 MANAGERIAL PERSONJAL
LANDSCAPING AREA REQUIRED: 4,644 SF ' 3 VEHICLE SPACES' 1 SPACE FOR EACH
VEHICLE USED DIRECTLY N CONDUCT
5.
MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
LANDSCAPING PROVIDED: A752 SF OF THE BUSINESS, 3 V84MES
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE
6.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND
BE REMOVED FROM SITE AND DISPOSED OF N ACCORDANCE WITH ALL
DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS
APPLICABLE LOCAL AND STATE CODES.
LISTED N SECTION 67-1
7.
BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
(1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR
RE-OWEDOBTAIN FROM OFF SITE AND OBTAIN ALL REQUIRED PE RMITS
ALL OFF-STREET PAWING FACILITIES WITH FIVE OR MORE SPACES
ASSATED WITH BORROW OPERATIONS.
OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN
8.
8.
FILL Ate iO
COMPACTt�k AFTER STRIPPING THOSE AREAS DESIGNATED TO
FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
ACCORDANCE WITH SECTION 67-8.
WHEELED ROLLER TO COMPACT THE TOP 8' TO AT LEAST 98% OF MAXIMUM
(2) DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS.
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SIP,
(A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP
'
SM, OR SC. FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL
EEGHT (8) FEET N WIDTH SHALL BE REQUIRED ALONG
THEN BE PLACED N LAYERS NOT TO EXCEED 8' AND COMPACTED TO AT
LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-
ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED
I
6g8) WITH THE UPPER 12 INCHES OF SUBGRADE SEW COMPACTED TO 98%
PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A
OF ITHE STANDARD PROCTOR MAXIMUM DRY DENSITY. FLL MATERIALS
MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY
WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL
EIGHTEEN (18) TO TWENTY-SEVEN (27) FEET. F A
BE PLACED N LAYERS NOT TO EXCEED 8' AND COMPACTED TO AT LEAST
BUFFER STRIP IS REQUIRED N ACCORDANCE WITH
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)
SECTION 657-4, THAN THE TEN FOOT WIDTH MAY BE
WITIN,.; THE UPPER 12 INCHES OF SUBGRADE BEND COMPACTED N 6 INCH
INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90)
LA u , TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. N
ARE' WHERE NO STRUCTURAL FLL IS TO BE PLACED THE UPPER 12
INC OF IN -PLACE SUSGRADE SHOULD BE COMPACTED TO AT LEAST 98%
tB) PARKING LOT INTERIORS -INTERIOR LANCSCAPING
OF STANDARD PROCTOR MAXIMUM DRY DENSITY. F THE MATERIAL IS
IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE
"DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE
PARKING LOT PERIMETERS. INTERIOR LANDSCAPINGT
WEIR1, D IN ACCORDANCE WITH COMPACTION REQUIREMENTS. F THE
SHALL BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO
MA AL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE
BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER
HA WED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
VEHICULAR USE OF PEDESTRIAN USE. INTERIOR
UN OPTIMUM ` MOISTURE CONTENTIS OBTAINED. FLL SHALL BE
LANDSCAPING SHALL BE N THE FORM OF PLANTING
PL ,ED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT
ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE
i
AL*7`11ES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
REMENTS.
MET LANDSCAPING.
PERIMETER LAND NG EACH ISLAND SHALL HAVE NO
HORIZONTAL DIMENSION OF LESS THAN TWELVE (12)
9.
LAY,PUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
FEET. (4/2/90) EACH.• ISLAND SHALL HAVE NO LESS
CONSTRUCT MS WORK.
I
THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH
10.
THEPCONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL
EXISTING UTILITIES DURING CONSTRUCTION.
BE LOCATED MORE THAN ONE HRJNDRE I AND TWENTY FEET
FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL
1V
EXIST14C BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER
MICHAEL UNDERWOOD 6 ASSOCIATES AND PROVIDED BY OWNER.
FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED
12.,
THE,? CONTRACTOR SHALL VERFY DIMENSIONS AT JOBSITE.
YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR
DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88)
13;
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
AND AUTHORITIES.
MAINTENANCEAGENCIES
14•
ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
(1) ALL EXSTNG VEGETATION THAT IS USED TO MEET
NCDOT STANDARDS.
LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING
MATERIAL, AND ALL REQURED BERMS SHALL BE MAINTAINED BY THE
1EI
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
OWNER OF THE PROPERTY ON A CONTNUNG BASIS FOR THE LIFE OF
THE DEVELOPMENT. (3/9/88)
1EN=.
SEE: GEOTECHIrNCAL REPORT BY LAW ENGINEERING AND ENVIRONMENTAL
SERVICES, INC. DATED APRIL 14. 1997 FOR ADDITIONAL REQUIREMENTS.
(2) ARTIFICIAL FENCING SHALL BE MAINTAINED, CLEANED
AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTNUNG
1" ,
C TRACTOR SHALL NOTE THAT EARTHWORK QUANTtTES ARE HIS
REONSBLITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
BASIS FOR THE LIFE OF THIS DEVELOPMENT. SUCH FENCING SHALL
CONDITION.
BE KEPT FREE OF LITTER AND ADVERTISING.
16.
REIN. CONC. PIPE SHALL BE CLASS M W/RUBBER GASKETED JOINT OR
"RANI NECK'. INSTALL PER MANUFACTURER'S REQUIREMENTS.
1�.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PANT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE I.
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
20.
NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
A
3 HORIZONTAL
VANES15'
21.
ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
MIN
DISTURBANCE.
.9-MR
22.
ALL: EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
.PROJECT IS COMPLETED.
FILTER 23. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION F THOSE
- FABRIC - - - __ _ _ SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
A 24. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
NCDOT CLASS A OR B OR AS SOON THEREAFTER AS POSSIBLE.
EROSION CONTROL
STONE 25. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN
4' TO 6' #57 ON THE PLANS TO TRAP ,SLT DURING CONSTRUCTION. INSPECT THE
STONE ON UPSTREAM EROSION CONTROL AROUND THE INLETS AFTER EACH RAN AND MAKE
FACE 1?.7 x of REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO PROVIDE
FILTER z ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE
FABRIC u CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABLIZED,
GROUT
cN I- REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR
'4 DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
SECTION A -A GRADE AND APPROPRIATELY STABLIZE ALL BARE AREAS AROUND THE DROP
INLETS. '
26. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN CONDITION TO
STONE CHECK DAM PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
wS CONTRACTOR SHALL NSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
BASIS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
CO m STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
CO U- ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
0
o _ 2,7. MA#ITAN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
0 3 ACCLIMULATED SLT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
m LLI
8. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
4 „ PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE -
FRAME AND GRATE OUT,
DEWEY BROS. MODEL CH-BN-2001
OR EQUAL
„ 26" MIN. CONCRETE
BRICK NORMAL POOL
tF : SLOPE//��//i<�///.�//iC�//.C�//.(`///�\, , 29.50'
#4 0 12' EACH WAY OCN FTG.
TYPICAL CURB INLET
24' CURB AND GUTTER NTS
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DATE 6/4/98 A I
7 80
FOREBAY //\�\/� 10' WIDE VEGETATED SHELF
BOTTOM\i� AT 6:1 SLOPE �i
// / � BOTTOM
25.50' „\ , ,\ .� ,� .� ��\�` \ice\ia\ice\ice\i�� 25.50 A L
4:1 SLOPE
POND SECTION B-B
ws
L?A P1N
I
B1!• I
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