SW8001009_APPROVED PLANS_20090518

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 00\00c►
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200CA06I8
YYYYMMDD

EXIST.
36" RCP
INV. 25.58
35
E 174.08'
25
PHASE II
SW8 030525
35
S 68047'04" W 176.07'
EXISTING OUTLET N 71013'32" E 311.18
STRUCTURE PROPOSED SCOUR HOLE
(SEE DETAIL)
OVERFLOW SPILLWAY
"
SE-�BEfiAIL 3
• 6" SCH 4 C @ 0.6% (MIN)
THIS SHT.
• I PROPOSED GREASE
� 00
INTERCEPTOR (SEE DETAIL)
E
I V' 1] gg p0
-E �V.
-_
e
17.55
�
/
ELEV. 20.00
.00
U
ELEV. 23.00
I
-ELEV. 24.00
o
ELEV. 25.43
I I
"LEV. 27.50
U cNOR 30
o
co O
EXISTING D.I.
o @
EXISTING
j 24RC EXISTING D.I.
. T. "
BUILDING
- - -
ATCH
- _ a
00
-"- - CA ASI 1
~
INV. 24.95
1 TOP 2 5
.O. (TYP.I V. 2 .16
i� )1
EXISTING STORM DRAIN TO
EXISTING
STORM DRAIN d
REMAIN 30
TO BE REMOVED
8" SCH 40 PVC @ 0.6% (MIN)
a
EXISTING D.I.
SAWCUT EXISTING CONCRETE
AND RESTORE TO EXISTING
CONDITION
' I
EXISTING BUILDINGIEXISTIN
1
I 1 c*v
I
/
BUILDING W
15IIIN
SERVICE ROAD
S 68053'03" W 311.34'
1992
1 I
I
48
1 1
1 -
RIP RAP SLOPES (2: 1)
SIMILAR TO
DETAIL 6
O
SITE DATA
ADDRESS: 5633 MARKS
TOTAL SITE AREA 6.52 ACRES
PHASE II SITE AREA 3.12 ACRES
BUILDING AREA 41,704 SF
PARKING AREA 67,412 SF
CONCRETE AREA 1,489 SF
NOTES
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING
CONDTIONS BOTH ON AND ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN
LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS,
STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE,
ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF
CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR
GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMENDATIONS.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A
BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED
GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN
OFF -SITE PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY
EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN
PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE
PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS
PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11. EXISTING SURVEYING PERFORMED BY MARK STOCKS PLS AND SUPPLIED BY THE
OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE.
FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR
QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER AT
FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE
CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL
REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS
INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE
BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE
PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN SAFETY AND TWO WAY
TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL
AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED
JOINTS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE
A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK
DRYING, NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S
OPTION FOR NIGHT REFLECTING,
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN
COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID
FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
CONSTRUCTION SEQUENCE:
CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION
ENTRANCE: ND SILT FENCE ALONG ALL LOCATIONS PER PLANS. UPON INSTALLATION
OF SILT FEN E, TREES SHOULD BE REMOVED IN LOCATIONS AS NECESSARY. ALL
SLOPED AREAS SHOULD BE SEEDED IN ACCORDANCE TO SPECIFICATIONS WITHIN 15
CALENDAR DAYS OF CONSTRUCTION. THE REMAINING DISTURBED AREA OUTSIDE OF
WETLANDS SHOULD BE FINE GRADED AND SEEDED IN ACCORDANCE TO
SPECIFICATIONS WITHIN 21 CALENDAR DAYS.
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE
CONTROLLED INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRAVELLED CONSTRUCTION
ENTRANCE, SILT FENCE, CHECK DAMS, ETC. INSTALL ALL SECONDARY EROSION
CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT
FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT
BASIN DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED
TO ALLOW PROPER FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE
COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT
TRAPS DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO
PREVENT SILT FROM ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED,
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING
SCHEDULE AS SOON AS POSSIBLE BUT NO LATER THAN 21 CALENDAR DAYS AFTER
DISTURBANCE. ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON
THIS PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF
CONSTRUCTION. ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED
PRIOR TO PROJECT COMPLETION.
MAINTENAN"E PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL,
BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY
HALF INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE
PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO
MAINTAIN PROPER DEPTH, THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE SITE, IMMEDIATELY REMOVE
OBJEC-IONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET
PROTECTION, BLOCK AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION
AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY
HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE
REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE.
SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND
SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT
OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE
REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDER
DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6
FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING.
STAKE SPACING WILL BE 8 FEET MAX WHEN STANDARD STRENGTH FABRIC AND
WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE
IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF IT
BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS
DAMAGED.
SYMBOL LEGEND
LANDSCAPE AREA 30 PROPOSED CONTOUR
0 30 60 90 120
NORT H SCALE: 1 " = 30'
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S E A L
_� ••, 032555
�FS D. G?�
CLIENT INFORMATION:
RICHARD BLACHER
SMITH CREEK STORAGE FACILITY,
LLC
5633 Market Street T
Wilmington, NC 28405
910-791-2005 Office APP 162009
910-793-1004 Fax 81--
DRAWN: JC
SHEET SIZE:
24° X 3C
CHECKED: CDC
DATE:
4/16/09
APPROVED: CDC
SCALE:
i"=30,
PROJECT NUMBER:
100-014
DRAWING NUMBER: �-
1 OF 2

TOP OF BANK 27.500 (MIN.)
742.40
TOP OF EARTH WEIR 24.00
2.5:1 SIDE SLOPES ON WEIR
2
6'-6-
12'—W
=7■MLT
���+•lam+�A���
1 STORMWATER POND 1
NTS
RETENTION POND
DEWEY BROS. CH—BN-1 23.33' POND 2
FRAME & GRATE OR EQUAL
TOP ELEV. 25.43'
CREST ELEV.
POND 2 — 24.
FILTER FABRIC -
TREVIRA SPUNBOND—
STYLE 1125 OR EOUAI
INV. 24.00'
4" PVC z
GROUTED IN PLACE 2
N
15" RCP OUTLET
INV. 23.50'
CAP WITH 1.5"
DRILLED HOLE
WRAP 4" PVC WITH HARDWARE CLOTH —
AND SILT FENCE FABRIC.
REMOVE ONCE PERMANENT GROUND COVER
IS ESTABLISHED ON THE SITE AND
POND SLOPES ARE STABILIZED
CI
PLAN
POND — 14'
L STORMWATER POND 1
NITS
MIN.
PIPE SIZE AS
INDICATED ON PLANS
CLASS 1,2 OR 3 —
CLASS 1
(57 STONE)
MIN.
FINAL BACKFILL-
PIPE SIZE AS -
INDICATED ON
DITCH
MIN.
MIN.
6" MIN.
LINE
6" MIN.
ve nn Ima \_
DUCTILE IRON PIPE STABLE
FOUNDATION
MIN.
B"
MIN.
I MATERIAL
6" MIN.
INITIAL BACKFILL�
CLASS 1 (57 STONE) \
SDR 35 PVC PIPE ` STABLE
FOUNDATION
C-905 PVC PIPE 12' & DEEPER MATERIAL
PIPE BEDDING DETAILS
SD 3-1 1
NOT TO SCALE
G 1
SHC SBOTTCC
OM
CB4CKFTLL D
HAND SHAPED FROM
FIRM UNDISTURBED SOIL
FIG. 3
CLASS — B
HAND SHAPED FROM
UNDISTURBED FIRM SOIL
12"
4"
DROP LEG
GREASE IN•
STATIC UQI
6x6x4 OUTLET
SANITARY TEE FOR GREASE INTERCEPTOR
SD 3-12
2
S BOTTOM
Bc/4 BUT NOTE
LESS THAN 4"
Bc
HAND SHAPED FROM
ANGULAR BEDDING MATERIAL
COMPACTED
BACKLL
ANGULAR
MATERIAL
FIG. 3
CLASS — B
Bc/4 BUT NOT
LESS THAN 4"
GUIDELINES FOR BEDDING DETAILS, SAN. SEWER CLASSES (B &C)
SD 3-07
ELEV. 25.50 POND 1 AND POND 2 NOT TO SCALE
�� SECTION
110VERFLOW WEIR DETAIL
NTS
WELL GRADED RIP RAP BEDDING
d„ STONE SIZE = 6"
9" MAX. STONE SIZE
MIN. 15" THICK
PIPE OR DITCH
OUTLET
A
SQUARE PREFORMED
SOOUR HOLE (PSH) -
RIP RAP IN BASIN NOT
SHOW FOR CLARITY
LINERS CLASS 2 RIP RAP /
12" THICK WITH FILTER FABRIC
wQlff R r
WI. ttP.
SEED w/ NAME drags AT NSPILLAI N
PIPE OR DITCH
anLU
IV
INSTALL LEVEL AND FLUSH
W/ NATURAL GROUND.
A
NATURAL GROUND
Td
1 TUCKJ
TRAFFIC RATED TANK
MANHOLE REWRED IN T�
COVER
INLET
SD 3-13)
4-WAY TEE
4'
2-WAY TEE
(DUAL SWEEP)
24' PRECAST CONCRETE
MANHOLE BARR& SECTION!
AIR VENT
WATER LEVEL
B'N4' TEE
TOTAL 1000 GAL. E'
CAPACITY MIN.
NSLOTTED FLOW -THROUGH
ouaET
(SEE DETAIL
SID
S E A L
032555 =
i�FS nD• GP.
CLIENT INFORMATION:
RICHARD BLACHER
SMITH CREEK STORAGE FACILITY,
LLC
5633 Market Street
Wilmington, NC 28405
910-791-2005 Office
910-793-1004 Fax
DRAWN: JC
SHEET SIZE:
24" X 36"
CHECKED: CDC
DATE:
4/16/09
APPROVED: CDC
SCALE:
i' = 30'
PROJECT NUMBER:
100-014
G)DDaSQCHARGE
STRUCTURE
NTS
SCOUR HOLE DETAIL
NIS
GREASE INTERCEPTOR
SD 3-14
DRAWING NUMBER: C-2__
1 OF 2

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OF S REI,M'C, LAKE::, SWAIPS. OR itTHit . WATEn COURSES DUE TO THE
CO'.. RUCT;t.'N r Tr1S F'RCJECT.
ALL RcWC IH SH..L,_ EIH S AB; ?ED AS SOON AS IS PP,a__TICA1..
- , SG u
Jn .C �A� tirT 1r� r CtiLv\-R bAc.J_ h n cn1 -PAIR
n SC
rtE' I IL.4< SIS NOJPbn W/PKAD`rT CN A R Pn a 'A7 T,_ T hAL tVP KARr
N ',
hEb? S __ nc oEM^.::D AND J'S°_. tL OF _^. ^_ C _A,.a� ..; a IA'ICN OF SL+_^.ti` 0* ANY
PRO- Y
_TJ5'0.CONTROL ce0 j_LN�sF.
- 0 >,G1' ROS N C /N?Rn PLAN APPROVAL.
FT OONcTF2l ^f4GN Etiu-AF<E PER Dr"AlL HIS DWG -1 LOCATION' SHOWN, ON uPAWING.
3. !Nf31A,L SILT ENCE AT LOG.Jr.'S Ss!n iN ON H.S DRr,Y;AI
4 iNnl.+ DiVEPS ON ',i+r,•PE ALONO F T RN FR4 ,
5 !%S A ,:HECK DAM, ',A DiVERS!ON SWALE.
&. :EMP rcn . _! vcr OF CU WDOC MA", iN �� $4>ICtJ SINALE. 1
t NSInLCT S:CPV, WoTcR ...NTO,3AS-N'.
3. 0PADt S. E r, rGWN ON Tt7E PLANS
4 SEED DiT HE`` WTH'N 15 WORKINC DAYS OF COMP' T:Cti OF GRADING,
n. SEED AND }'UCH DENUDED AREAS rC,HIN M DAYS AFTER FINISHED GRADES
HA,Va B :a SIA I,IS ED fA. :'A'rs, IF, C 41rLE 71 -)I' WORK is SI SND. D
FOR AN �>;TEty_ __ f FRIOD Or.T!M_
.1. ' UNIT 'A��V` NIA_N ERO N COh R`-ASh?I :.vJ1 O':zR HAS
BEEN
�T.SSABL r SE MAIN ENAJ.:E PLAN B_.,,r1
12. ?Eti'wVE ALL TEMPORARY ..AODON CONTROL MEASURES AND STABILIZE
HOSE AREAS WTr!!N 15 h�ri,iNC DAve.
gRa$ CONTROL M TFNAN F PLAN
1, Aii erosion. and sediment control pros'{ces &i!1 be rnecued'Cr 9`.aCi n:� and Gverction fo;iowirHg ever,
❑n,R_Qroducny ,;Irfoii but Ir, na ,' ess tho gnce eee-/ week. Any neeced r_pofre will be made rn -ea'_
to m,ain'iair, all practices os designr.
2. A construction e..honc w'C be ce odlco' iopor> see wlih and ado Iona 2 :riches of #4 stone to n'.o:ntc`,
proper depth Any ediment tn. t is ^ru,.x.d 7rIc, tn_ stree, will be m wed nte!Y removed.
.'. Sec -want K Je erno,,ec iron the scdir19 t trop *ren storafe coiiocity nos Dee, app.oFinately 50%
Grnvei sal be clue ,en or replaced when Inc sedlme pooi no longer orolns properly.
4 Sedime w -e emovec from bey -.rig ;he sec!.nt ten w^or it becomes ?.5 feet deer; at the `ence. ;
,edi T,eot fence x'- ..e repeired=_ c ne esnory to na Hain c ter.. r:er.
fZ Al' seeded ce n. be 'e-t:::zed, reseecea as nsceosa;y, end mulcned occording 'a sr. .._at:ons ir. the
veccioi ve pion to mo ntcin o vigorous. aense deget.:uve cover.
PERM, W 1 R S ;F"A F cl _ .I. 24
TOP Or EARTH WEIR 24 G
2. S: t SIDE SLOPES 3'I it 7
r
r -
lc'Q:REI M1A FR P2,11
I' = 20'
11
5-
BAnK
__ _.__--•�� ---__`_ \'ni TEr, STOR - rLC V Z5 43
O
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czz:=�� _� —
u STUR3EE1
AREA
Mils
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,j AREA
(PP.JP LINE''
.iAII � 4' H'
r
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~'
,'.RFP
LINE
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-SILT FENCE
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DRIVE'
CONSTRUCTION ENTRANCE
SEE DETAIL THIS SHT.
'J ✓ _ ? 40, ^_ R
4R_<�C`t=Lr
1r•_ n T 'o,
j / t T4K :. V
t, �; Li c LOPES ON ...
,!o -
i' c 3�v:
V
n
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-V I AP TO
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J_.
5y� _
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S t'c r ' H' 1
cp H n rl 15
p1A .. _. l iIVt.. (SEWER -
ER r .Au '— - r
_ , OR :I -TI it-i) Oti = a
t Vr
iicsM%ijr���
/nN•/�•€/�••/
/ �, p.,I �.,/
a
.
�'ILTER FABRIC
IANNE
NTc
0
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I
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Qa/OUS AL ob

TOTAL AREA
PARKING LOT,
TOTAL TOTAL
INTERIOR INTERIOR
TOTAL DISTURBED BUILDING IMPERVIOUS
LANDSCAPING, PARKING LOT
AREA AREA AREA PAVED AREAS SIDEWALK AREAS AREA
CURB, k DRIVE LANDSCAPING
(SQ. FT) (SO FT.) (SO. FT.) (SO. FT.) (SO. FT.) (SO. FT.)
(SQ. FT.) (50. FT.)
TOTAL SITE SHOWN 284.925 156.438 32,340 76,882 485 109.707
76.882 6,151 REQUIRED
(6.54 ACRES)
5.261 SHOWN
(1339 + 2426 + 1495 5
TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY: SETBACKS:
STOCKS LAND SURVEYING, P.C. FRONT: 35'
REG. LAND SURVEYOR SIDES: 5'
N.C. REG. NO. L 747 REAR ABUTTING RESIDENTIAL: 3.73
X 12' = 44.76
ZONING B-2 45'
SHOWN
PARKING RFOUIRFMFNTS: BUFFERS_ ABUTTING RESIDENTIAL
IN REAR RIGHT
STORAGE FACILITY- 50% OF THE REQUIRED SETBACK
= 22.5'
INDUSTRIAL OR MANUFACTURING OR WAREHOUSE- 9TRFFTYARD: 194' X 25 = 4.850
SOFT. REQUIRED
1-1/2 SPACES PER EACH 2 ON SHIFT OF 2996 + 837 + 2083 = 5,916 SHOWN
GREATEST EMPLOYMENT, ONE SPACE PER EACH
MANAGERIAL PERSONNEL, 1 VISITOR SPACE
FOR EACH 10 MANAGERIAL PERSONNEL AND 1 SPACE
FOR EACH VEHICLE USED FOR BUSINESS.
DEWEY BROS. CH-BN-1
FRAME do GRATE OR EQUA
THERE WALL BE ONE EMPLOYEE = ONE SPACE + ONE HC SPACE
TWO TOTAL SPACES REQUIRED.
III
THREE SPACES SHOWN - 1 HC AND 2 REGULAR SPACES
LEGEND:
-T0. 00 FINISH GRADE
1
r
LANDSCAPED AREA WITH SIZE INDICATED (SO.FT.)
4" PVC
9.88 97 TREES REQUIRED FOR TOTAL SITE (15 PER ACRE)
GROUTED IN PLACE
TREES WALL BE CREPE MYRTLES AND BRADFORD PEARS
444 SHRUBS REQUIRED
SHRUBS WILL BE BOXWOODS, HOLLY BUSHES AND AZALEAS
15" RCP OUTLET
INV. 23.50'
Q PROPOSED TREES IN STREETYARD
l
-- 35 - -- EXISTING CONTOURS
SZ SITE LIGHTING
£ ELECTRICAL SERVICE
W WATER SERVICE
SS SANITARY SEWER
WRAP 4" PVC WITH HARDWARE CLOTH
-
AND SILT FENCE FABRIC.
NOTES:
REMOVE ONCE PERMANENT GROUND COVE
IS ESTABLISHED THE SITE AND
1.
INSTALL HANDICAPPED PARKING SIGNS R7-8a AM R7-Bd
E
POND SLOPES ARE STABILIZED
AT EACH HANDICAPPED PARKING SPACE SHOWN.
2.
PARKING LOT LANDSCAPING TO BE CURBED OR OTHERWISE PHYSICALLY PROTECTED.
3.
THERE WILL BE NO CONSTRUCTION TRAILER ON SITE.
^ R T
4.
WETLANDS EXIST ON THIS SITE.
Y TUTS
5.
OFFSITE WATER ENTERS THIS SITE
6.
PORTABLE PUMP WILL BE PROVIDED TO DRAIN THE BASIN IN AN EMERGENCY.
7.
HAND CLEARING DEAD TREES FROM DITCH IS ALLOWED BEFORE LAND DISTURBING
ACTIVITIES BEGIN.
1.33 LB. L.FT.
-8' MAX. STEEL 0
4" WOOD POST
WIRE FENCING
FILTER FABRIC
i
MIN. S GA.
W�MESH SPACING
6 MAX.
v GRADE�8" DEEP x 4" WIDE TRENCH
E18" MIN.
GR
ELEVATION
SECTION
GENERAL FILTER FENCE NOTES.
1. SET POSTS AND EXCAVATE A 8" X 4' TRENCH UPSLOPE ALONG THE LINE OF POSTS.
2. STAPLE OR WIRE THE FENCING TO THE POSTS. EXTEND FENCING INTO TRENCH.
3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE GRAVEL IN THE TRENCH.
5. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT REQUIRE WIRE
MESH SUPPORT FENCE. STAPLE OR WARE THE FILTER FABRIC DIRECTLY TO POSTS.
TEMPORARY SILT FENCE
NTS
FILTER FA
V LAYER OF
NO. 57 STOP
FILTER FABRIC,
EROSION CONTROL GENERAL NOTES: -
THE OWNER (SEE MAINTENANCE PLAN BELOW) SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING
OF STREAMS, LAKES, SWAMPS, OR OTHER WATER COURSES DUE TO THE
CONSTRUCTION OF THIS PROJECT.
ALL TRENCHES SHALL BE STABILIZED AS SOON AS IS PRACTICAL.
THE OWNER SHALL MAINTAIN ALL EROSION CONTROL MEASURES OR DEVICES IN A GOOD STATE OF REPAIR SO THAT
THEY FUNCTION AS INTENDED UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, ALL TEMPORARY CONTROL
DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO SILTATION OF STREAMS OR ANY ADJACENT
PROPERTY.
EROSION CONTROL SEQUENCE:
1. OBTAIN EROSION CONTROL PLAN APPROVAL.
2. PROTECT CONSTRUCTION ENTRANCE PER DETAIL THIS DWG. AT LOCATION SHOWN ON DRAWING.
3. INSTALL SILT FENCE AT LOCATIONS SHOWN ON THIS DRAWING.
4. INSTALL DIVERSION SWALE ALONG EASTERN PROPERTY LINE.
5. INSTALL CHECK DAM IN DIVERSION SWALE.
6. INSTALL TEMPORARY LINER OF CURLED WOOD MAT IN DIVERSION SWALE.
7. CONSTRUCT STORM WATER DETENTION BASIN,
8. GRADE SITE AS SHOWN ON THE PLANS.
9. SEED DITCHES WITHIN 15 WORKING DAYS OF COMPLETION OF GRADING.
10. SEED AND MULCH DENUDED AREAS WITHIN 30 DAYS AFTER FINISHED GRADES
HAVE BEEN ESTABLISHED, EXCAVATION IS COMPLETED OR WORK IS SUSPENDED
FOR AN EXTENDED PERIOD OF TIME.
11. MAINTAIN EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER HAS
BEEN ESTABLISHED. SEE MAINTENANCE PLAN BELOW.
12. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND STABILIZE
THOSE AREAS WITHIN 15 WORKING DAYS.
EROSION CONTROL MAINTENANCE PLAN:
1. All erosion and sediment control practices will be checked for stability and operation following every
runoff -producing fainfoll but in no case less than once every week. Any needed repairs will be made immediately
to maintain all practices as designed.
2. All construction entrances will be periodically topdressed with and additiona 2 inches of #4 stone to maintain
proper depth. Any sediment that is tracked into the street will be immediately removed.
3. Sediment will be removed from the sediment trap when storage capacity has been approximately 50% filled.
Gravel will be cleaned or replaced when the sediment pool no longer drains properly.
4. Sediment will be removed from behind the sediment fence when it becomes 0.5 feet deep at the fence. The
sediment fence will be repaired as necessary to maintain a barrier.
5. All seeded areas will be fertilized, reseeded as necessary, and mulched according to specifications in the
vegetative plan to maintain a vigorous, dense vegetative cover.
DISTURBED
AREA DISTURBED
LIMITS ZONED R-10 AREA
(PROP, LINE) LIMITS TEMPORARY CHECK
1
ZONED I-1 INV. 22.00 OUTLET STRUCTURE (PROP. LINE) DAM IN SWAL[
SEE DETAIL 5 SEE DETAIL 4 !SILT FENCE Z 2 Cr
THIS SHT. `/ (PROP. LINE) SILT FENCE EDGE OF ° v
261) THIS SHT. (PROP. LINE) PAVEMENT
0
EXIST. 30 SQ.FT. WETLANDS - - - - - - StI°0�
36" RCP NO DISTURBED°t $
INV 25.58 25 Y °sty x
�" - OVERFLOW SPILLWAY I a--- -- , °Do' Q. w
--- - - - -- - - SEE B€TAL 3 - - n + 19 ZQ 60TTO ROoy 44
THIS SHT. / av .YADTH ON °
_ - ~ EDGE OF /� SWALE THI i�
sWETLANDS EY 21.00--
'fu''' V. 1 .p --- -- - --PAVEMENT 2354�.i - _ t 1y0. - _ -`A' 3u FOyrwoO
RUN ALONG u \ N I 1 _ •4Z �e d
DIOM
OTCH (TYP.) FENCE- LEV. EV20.00 - - w q 22ZQ o RDOo
LEV. 23.00 - DETAIL
r _ -
�, \ �- W SEE DETAIL 5
D`
LEV. 24.00 v THIS SHT. �- .'�p�
o DISTAREURBED LEV. 25.43 a o n
LIMITS LEV. 27.5 �g �-
TOP ELEV. 25.43' (EDGE OF DITCH) >tiX c y 4 DISTURBED
3 AREA
. LOCATION MAP
\� 45 t:14" RC C� l (PROP. LINE)
'2426 `C` i
_----- - NTS
�y `CATCH BASIN"T� ` - o -
\ V _ TOP-29.00 CATCH 8 N`�
t` ----INV 24.95 TOP"�9.DO - .00 N-
DEWEY BROS. = INV. 24.16 1 4' ? BOTTOM WIDTH 0
INV. 24.00' ,%�'_-��` CH-BN-1�` DEWEY BR?S. ( ' I 3 EXCEPT WHERE NOTED GRADE
r Qj 2920 FRAME k GRATE CH-BN-1 _ J - - - OTHERWISE
z 30 41
Q l OR EQUAL .f_ FORAM[ A GR _ 3Q o o / w �� 7 N i
GO �0 �� � u WALE TO DIVERT �
EDGE OF �` ---_ 30, Q i jFFSITE WATER MAX. SLOPE .021
x p, PAVEMENT �- <� �� o h /_ r ; SEE DET. THIS SHT. DIVERSION SWALE
CAP WITH 1.5" -, -5' FROM w Nr.
DRILLED HOLE x ;,'-" TOP OF DITCH (TYP "_ -'-`- + J1.00 (W I� -TI,70 - 11` NTS
J0. 00
PL
SILT FE
x -J-T. 00q" r GRASSING SPECIFICATIONS
DISTUDISTURBED¢ '-ryvl AREA
RBED
` - AREA ��;�_ �.�' =' -- LIMITS - " TEMPORARY:
R WETLANDS LIMITS ! p _
-0 ��-=-- o n "TAJE) SEEDING MIXTURE: RYE 120 LB/ACRE
RUN ALONG (EDGE OF DITCH) - 3300 .(�V.3400 -_� PRO♦} SEEDING DATES: AUG. 15 - DEC. 30
BOTTOM OF 30.50 .20 �- N - SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
DITCH (TYP.) +� -,�_` + '�� ��-�► -AGRICULTURAL LIMESTONE AND 7000 LB/ACRE 10-10-10 FERTILIZER
MULCH, APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH
3 30-- DGE OF 20 94. 00 v1 ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
Y o"
-------_ PAVEMENT p BLS_ . TEMPORARY:
---- 5 FROM �; 45� 1Z -
47 N4
- --------- --- - --- ---- I TOP OF DITCH (TYP.) _
l _- $ 0" SEEDING MIXTURE-* RYE 120 LB/ACRE
SEEDING DATES. DEC. 1 - APR 15
Y N. F'F'3j,�•F7: ' SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
LLJ-- __ _ - _� 1 AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
37.50 MULCH, APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH
- --- ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
U _h;'-n _ "/ TEMPORARY:
o - L° �- 4C SEEDING MIXTURE: GERMAN MILLET 40 LB/ACRE
ry _ _ %� --- __ - DISTURBED
ZONED B-Z SILT FENCE i1T70¢ a 'AREA SEEDING DATES APR. 15 -AUG. 15
- 36 00 r_ (PROP.
O SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
�.` 3600 LIMITS
DISTURBED i PR P. LINE) AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
- _ MU APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH
AREA
LIMITS ' t ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
(EDGE OF DITCH) / O R AOE IW _ I ZONED I-1 PERMANENT:
B W I /� --� !I SEEDING MIXTURE: PENSACOLA BAHIAGRASS 50 LB/ACRE
COMMON BERMUDAGRASS 10 LB/ACRE
_g4_-y_ GERMAN MILLET 10 LB/ACRE
SEEDING DATES: APR. 1 - JULY 15
i - v A PFyALT y SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND
_ /� 11 RIyA AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER
MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH
2i.000 SQF= _ �F�EETOO DIVERT ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. -
- - "' _so_ _42 T. SEE DET. THIS SHT. PERMANENT:
32 ' •36.?D.. - X 0- SEEDING MIXTURE: PENSACOLA BAii4AGRASS 50-LB/ACRE
TALL FESCUE 80 LB/ACRE
-- - EDGE -F a i_36 50 � 36.50 ! - KOBE LESPEDEZA 40 LB/ACRE
PAVEMENT ti +' _ I -
- SEEDING DATES: FEB. 15 - APR. 1 OR SEP. 7 - OCT. 31
SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND
ASPHALT -I AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER
3ION CONTROL - '.Q. 34.B0
IE 9" - RWETLANDSUN ALONG 0. OFFS DRIVE - ` .- •' DISTURBED MULCH, APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH
' i AREA ASPHALT, NETTING. OR A MULCH ANCHORING TOOL.
= t BOTTOM OF LIMITS
PR NE
�xaw DITCH (TYP.} ' : N i ( OP. LI ) p
--- - /G
^; ` ;' RETENTION POND
�z -SILT FENCE 339 FEN /GATE
vU ----- --------------- ---- --- -- i- - :_- FINAOB ATION J6.50 , w_-� 10 -0'
a DISTURBED r TE IVIED 10 SID
LIMITS
Y 9WNER ! EW NOTE: L
-----___ SEDGE OF DITCH) Q ROOF DRAINAGE
FROM THIS BLDG.
35 - - 1 1496 AND OFFICE TO 1
w - DISTURBED AIL �i w BE ROUTED TO POND
f^ - 35 S AREA >O �f VIA A BUILDING SEWER PLAN
4y 0 Q �� DISTURBED
352996 f AREA
<, + LIMITS 18,
- - --- -- - r'r < '• .' Q 2063' n , (PROP. LINE)
x _
� m
DISTURBED
AREA
'p -� -. -- --- ------ LIMITS
--- ------------
-_ 40
4
tnunv I SERVICE ROAD J
NO 4 STOVE
25' OR W1D TH OF
AF"ErING -=ti - PROPOSED 57REET,
ROAD WA r W#CHL
CREA TER
rl
50' M/N it
6" M
- CROSS SECnoN
CONSTRUCT/ON ENTRANCE
NTS
TOP OF EARTH WEIR 24.00
2.5:1 SIDE SLOPES ON WEIR 39'-6"
TOP OF BANK 27.500 (MIN.) 3 MAX.
PERM WATER SURFACE [LEV 24.00
-
-J
ELEV. 17.50 2.5
12'-0' 6'-6' 12'-0'
�~ 142'
SCALE 1" = 20'
1' WATER STORAGE ELEV, 25.43
CONSTRUCTION ENTRANCE
SEE DETAIL THIS SHT.
SITE PLAN
1" = 40'
40' 20' O 4080'
GRAPHIC SCALE
10
N
-,--rfl
CREST ELEV 26.25'
ELEV. 27.50
14
�
FILTER
FABRIC
-
56 RUBS
48��
P
,�
o`"--
�- TREVRA SPUNBOND�
STYLE 1125 OR EQUA,
- _ WELL GRADED RIP RAP BEDDING
_ -
..,_„�•
- _
Co
dw STONE SIZE = 6'
9" MAX. STONE SIZE
MIN. 15" THICK
RIP RAP SLOPES (2:1)�
APPROVED
DETAILR6T0
- SH82---
_
_ w '�
N
/
Z W WEIR DETAIL
J Nis
jam-"
[ NORTH CAROL INA ENVIRONMENTAL
[L MANAGEMENT COMMISSION
DISTURBED
/:
DIVISION OF WATER QUALITY J
AREA
-55P- 2C O3
LIMITS
RECEIVED
JUL 17 2003
•
DWQ
-`
- Ho
PROJ # �u%�CiUIoli (
\w
.
-
--u -H/
-
-WELL GRADED RIP RAP BEDDING
WELL GRADED RIP RAP BEDDING
d STONE SIZE = 13"
d STONE SIZE - 6"
`.
- _-
i
9" MAX. STONE SIZE
-
20 MAX. STONE SIZE
ll-'
.•-
i.�
<.
_
.ter ly- ^,�. _'„_�.
I
r
_ _
TOP OF EARTH WEIR 24.00 BEYOND
2.5:1 SIDE SLOPES ON WEIR
TOP OF BANK 27.50 (MIN.) .I MAX 3 MAX. r 1 'T ` " " , 1. "
NOTES-,
ELAN! 1.
IN A WELL -DEFINE[ CHANNEL
EXTEND THE APRONUP THE
__.' AT POND INLET
8 AT POND OUTLET
CHANNEL BANKS T( AN
ELEVATION OF 6" PIOVE THE
MAXIMUM TAILWATEP DEPTH
-
lOR TO THE TOP OFTHE BANK
_
''WHICHEVER IS LESS
ACTION 1-1 --FILTER
FABRIC
5
CHANNELI
NTS
Yy
1. IN A WELL-DEFINED CHANNEL
EXTEND THE APRON UP THE
CHANNEL BANKS TO AN
32�A1P!<
ELEVATION OF 6" ABOVE THE
MAXIMUM TNLWATER DEPTH
NOR TO THE TOP OF THE BANK,
"-:
WHICHEVER 15 LESS.
I
�rL Y
SECTION 1-1
FILTER FABRIC
fi CHANNEL
NTS
fn
O
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5
W
ae
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l/ J
I11
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�' 1aA
\ Tom..-,o,� ✓ s
`.�
O
c
z
00
LLJ
w
00
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rn
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LLJ Q
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>- mzr)
Ld
00-j_o
= a-
§ o)
DRAWN BY:
WJR
CHECKED BY:
JRH
DATE:
9/22/00
JOB NUMBER:
00-
004
DWG. NO.
C1

7H
I
kow-
TOTAL
TOTAL DISTURBED BUILDING
AREA AREA AREA PAVED AREAS
(SO. FT.) (SQ. FT.) (SQ. FT.) (SQ. FT.)
TOTAL AREA
- PARKING LOT,
TOTAL INTERIOR INTERIOR
IMPERVIGUS LANDSCAPING, PARKING LOT
AREA CURB, & DRIVE LANDSCAP 1NG
(SQ. FT.) (SO. FT.) (SQ. FT.)
TOTAL SITE SHOWN 284.925 155,562 49,188
71,012
122,799 77,885 6,231 REQUIRED
(6.54 ACRES)
6,266 SHOWN
TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY:
SETBACKS:
(BUILDING HEIGHT : 14' 1
STOCKS LAND SURVEYING, P.C.
FRONT:
35'
REG. LAND SURVEYOR
SIDES:
5'
N.C. REG. NO. L 747
REAR ABUTTING RESIDENTIAL: 52.22'
ZONING B-2
(OWNER
WILL OBTAIN VARIANCE- PROPERTY ABUTTING IS NOT
SUITABLE FOR BUILDING).
- PARKING REQUIREMENTS:
BOAT STORAGE FACILITY -
INDUSTRIAL OR MANUFACTURING OR WAREHOUSE-
BUFFERS:
ABUTTING RESIDENTIAL IN REAR RIGHT
1-1/2 SPACES PER EACH 2 ON SHIFT OF
GREATEST EMPLOYMENT, ONE SPACE PER EACH
50X OF
THE REQUIRED SETBACK = 26.11'
MANAGERIAL PERSONNEL, 1 VISITOR SPACE
(OWNER
WILL OBTAIN VARIANCE)
FOR EACH 10 MANAGERIAL PERSONNEL AND 1 SPACE
FOR EACH VEHICLE USED FOR BUSINESS.
DE'WEY BIRDS. CH-9,'-1
THERE WILL BE ONE EMPLOYEE - ONE SPACE + ONE HC
SPACE
FRAME & GRATE OR EQUAL -
TWO TOTAL SPACES REQUIRED.
i
LEGEND:
T 30 OG FINISH GRADE
i
,
I
-
4" PVC
es LANDSCAPED AREA WITH SIZE INDICATED (SO.FT.)
GROUTED IN PLA
97 TREES REQUIRED (15 PER ACRE)
TREES WILL BE CREPE MYRTLES AND
BRADFORD PEARS
393 SHRUBS REQUIRED
15' RCP OUTLET
SHRUBS WILL BE MONDO GRASS
INV. 23.50'
-----35--- -- EXISTING CONTOURS
j
SL SITE LIGHTING
E ELECTRICAL SERVICE
W WATER SERVICE
TOP ELEV. 25.43
r
INV. 24.00'
f
I
`CAP WITH 1.5"
l DRILLED HOLE
it
SS
SANITARY SEWER -
WRAP 4" PVC WITH HARDWARE CLOTH
AND SILT FENCE FABRIC.
NOTES:
REMOVE ONCE PERMANENT GROUND COVER
IS ESTABLISHED ON THE SITE AND
1.
INSTALL
HANDICAPPED PARKING SIGNS R7-8a ANQ R7-8d
POND SLOPES ARE STABILIZED
AT EACH
HANDICAPPED PARKING SPACE SHOWN.
2.
PARKING
LOT LANDSCAPING TO BE CURBED OR OTHERWISE PHYSICALLY PROTECTED.
3.
THERE WILL
BE NO CONSTRUCTION TRAILER ON SITE.
��
/ ,DISCHARGE STRUCTURE
4. WETLANDS EXIST ON THIS SITE
5. OFFSITE WATER ENTERS THIS SITE
6. PORTABLE PUMP WILL BE PROVIDED TO DRAIN THE BASIN IN AN EMERGENCY.
1.33 LB./L.FT.
-8' MAX. 1 STEEL OR
4" WOOD POST
WIRE FENCING
i FILTER FABRIC
WI
N 14 A
G
W/MESH SPACING
6 MAX.
8" MIN.
8" DEEP R 4' WIDE TRENCH
/
DISTURBED
AREADISTURBEDZONED R - 1 0 AREA TEMPORARY
LTEMPORARY CHECK
ZONED 1-1 (PROP. LINE) LIMITS
LINE) DAM IN SWALE w
INV. 22.00 OUTLET STRUCTURE -
SEE DETAIL 5 SEE DETAIL 4 `(PROP F LINE) SILT FENCE EDGE OF T
THIS SHT F- THIS SHT. rl (PROP. LINE) - PAVEMENT ,
-tE- _
EXIST. 3096 SQ.FT. WETLANDS - - ---- - ----- --- g - --X- _
36" RCP NO DISTURBED 29 896
--?9/�
INV. 25.58 -, 25 ' o _ - 79! •..
9,30
- - -- - ---------- - - WET
Ct LAfNDS +u- \ I�t' -V 2 LO,-"-38
RUN ALONG y I ! -
�ELEV. 22.OG I i 23
BOTTOM OF SILT ELEV,-2-3.---- _ _
INV. 24.00_
DITCH (TYP.) / FENCE ' - ELE`✓. 24.0 _ SEE DETAIL 5
_ - - LEV. 25.4 THIS SHT.
f - _ - ---- -- / LEV. 27.5 950
w
-' " -- - OVERFLOW SP I LU4--'r AREA o
- SEE DETAIL 3 / LIMITS a y50 EDGE OF DISTURBED
/3p}- -THIS SHT. (EDGE OF DITCH) 1 L.FT. 24" RCP J _ PAVEMENT I AREA
'� -� 2950 LIMITS
El - -1.J �L„f _L6-Ri.P - - _ - 2% - (PROP LINE)
r
1555
CATCH BASIN 1,
r00
1N
1��-
TOP 29.00
_-"TOPC29BO
3„
24.16
ju1 -�
-
'^
INV. 24.95
_ -�
_ 1C01-o-
INV.
_
�(
DEWEY BROS. CH-8N-1"-
DEWEY BROS.
CH-BN-t -
FRAME & GRATE OR EQU:
RAMS & GRATE
OR EQUAL
3000 - _
--
,.'3�
- 0
2920
_
= -"
70
Syr--._
SWALE TO DIVERT -.
/ OFFS I TE WATER
-
39 o
SEE CET. THIS SHT.
91
^q5/0
=
---
---
3(G Cc _
cn _ �3
EDGE
OF
/
-
PAVEMENT
50'-' _
30_
-
- -- 3/CO'
- �: -
0 C'4
SITE
LOCATION MAP
1
NTS
FROM - - -
'� TOP OF DITCH (TYP.
4
GO2960
MAX. SLOPE .021
30 _x 30 3170 - -
+ 29 50 DIVERSION SWALE
I'x SILT FEN 3.300 a CRP v S
_ 32 70 `�' _ DISTURBED
_ -� I _NITS
II DI S REED 33 0 � - , I,0 LIMITS _- _ . TE.1aCPaRY:
WETLANDS I_: TEA - _ - - CEO ,- " - _ o v -(PROP. LINE)
SEEDING MIXTURE: RYE 120 LB/ACRE
/ - RUN ALONG I X IMITS 3 20 Q - ' -J_M - SEEDING DATES' AUG. 15 -DEC. 30
BOTTOM OF ECG OF DITCH) _ _ __ _ DRI �E 34GO N4 If.-' SOIL AN_ti-?I.tEN'S' FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
G.5 3L. 2, , O
GRADE
DITCHTYP .
( )
,
-'F' _
'�
- - -___
}00
X
3400 33_70 -_ _
+ f
- AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-7D FERTILIZER
MULCH: APPLY 4000 LB/ACRE STRAW.
N
- - - 25 ?
- -25 2p0
3y
ANCHOR STRAW WITH
NETTING, ^'
EDGE OF -
-
F- F' S
FT -
---- _ ovi
I
ASPHALT NG MULCH
, OR A ANCHORING TOOL.
-
fA
PAVEMENT
5' FROM
-. 33.0 0 _
- 34. 70
� _ �
ry
TEMPORARY'
--
---
- . -. - _
.- 3500+
_ 4
SEEDING MIXTURE' RYE 120 LB/ACRE
- -- -
i ;I*
TOP OF DITCH (TY ,J
- -
--- I4 ��
�/
St DING CATES. DEC. 1 -APR 15
/
'
)
_ -- _
/
Sv IL AdE,DVENIS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
-- ___
_ i.
-I I
,
--
3,50 3,'/0 _Z' 7�
_
__.-0
z�--� �%
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 70-10-10 FERTILIZER
MULCH' APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH
--------_____----_-
x
-
O
- _
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
--- w
^1
i'
--�a-
TEMPORARY.
p -- _
ZONED B - 2
o
N I
35 0
_
4
+�
SEEDING MIXTURE: GERMAN MILLET 40 LB/ACRE
-
SILT FENCE
-
35 7
-�
/ AREA
f
SEEDING C4.:tS APR. 15 -AUG . 15
"D„ENTS:
- -__
BELOW
36_00 - - LIMITS
SOIL AI: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND
DISTURBED--THIS_ADE
__
S
(PROP. LINE)
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER
AREA _-
LIMITS - ----- --
EDGE OF Off T
ARFA 4s
- ---_ - -
,r
- -
_ (
" - '_ /
/
ASAP H, APPLY 4000 NETTI NG ORBAACRE MULCHTRAW. ANCHORSTRAW WITH
SECTION
GENERAL FILTER FENCE NOTES:
I. SET POSTS AND EXCAVATE A 6" X 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS.
rn
2. STAPLE OR WIRE THE FENCING TO THE POSTS. EXTEND FENCING INTO TRENCH.
-
� A
I
3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE GRAVEL 1N THE TRENCH.
/
FILTER FABRIC
-
1
5. EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT REQUIRE W!RE
- _ -
MESH Su PPORT FENCE. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO POSTS
TEMPORARY SILT FENCE
C ASS
9
NTS
�PRU3S ON CON-RCL
STONE
0
9"
t' LAYER OF
�._ae
N0. 57 STON
a
FILTER FAB:R C
T
ti�
c CN A A
CHECK DAM DETAIL
EROSION CONTROL GENERAL NOTES:
NTS
THE OWNER (SEE MAINTENANCE PLAN BELOW) SHALL TAKE ALL REASONABLE
PRECAUTIONS TO AVOID THE
SILTING OF STREAMS, LAKES, SWAMPS, OR OTHER WATER COURSES DUE TO
THE
CONSTRUCTION OF THIS PROJECT.
-
ALL TRENCHES SHALL BE STABILIZED AS SOON AS IS PRACTICAL
THE OWNER SHALL MAINTAIN ALL EROSION CONTROL MEASURES OR DEVICES IN A GOOD STATE OF REPAIR SO
THAT THEY FUNCTION AS INTENDED UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, ALL
TEMPORARY CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO SILTATION OF
STREAMS OR ANY ADJACENT PROPERTY.
EROSION CONTROL SEQUENCE
1. OBTAIN EROSION CONTROL PLAN APPROVAL.
2. PROTECT CONSTRUCTION ENTRANCE PER DETAIL THIS DWG. AT LOCATION SHOWN ON DRAWING.
3. INSTALL SILT FENCE AT LOCATIONS SHOWN ON THIS DRAWING.
4 INSTALL DIVERSION SWALE ALONG EASTERN PROPERTY LINE.
5 INSTALL CHECK DAM IN DIVERSION SWALE.
6 INSTALL TEMPGRARY LINER OF CURLED WOOD MAT IN DIVERSION SWALE.
7 CONSTRUCT STORM WATER DETENTION BASIN.
8. GRADE SITE AS SHOWN ON THE PLANS. -
9 SEED DITCHES WITHIN 15 WORKING DAYS OF COMPLETION OF GRADING.
10 SEED AND MULCH DENUDED AREAS WITHIN 30 DAYS AFTER FINISHED GRACES
HAVE BEEN ESTABLISHED, EXCAVATION IS COMPLETED OR WORK IS SUSPENDED
FOR AN EXTENDED PERIOD OF TIME.
IL MAINTAIN EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER HAS
BEEN ESTABLISHED. SEE MAINTENANCE PLAN BELOW.
12. REMOVE .ALL TEMPORARY EROSION CONTROL MEASURES AND STABILIZE
THOSE AREAS WITHIN 15 WORKING DAYS.
EROSION CONTROL MAINTENANCE PLAN:
1. All erosion and sediment control practices will be checked for stability and operation
following every runoff -producing fainfall but in no case less than once every week. Any
needed repairs will be made immediately to maintain all practices as designed.
2. All construction entrances will be periodically topdressed with and additiono 2 inches of
A'4 stone to maintain proper depth. Any sediment that is tracked into the street will be
immediately removed.
3. Sediment will be removed from the sediment trap when storage capacity has been
approximately 50% filled. Gravel will be cleaned or replaced when the sediment pool no
longer drains properly.
4. Sediment will be removed from behind the sediment fence when it becomes 0.5 feet deep at
the fence. The sediment fence will be repaired as necessary to maintain a barrier.
5. All seeded areas will be fertilized, reseeded as necessary, and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative cover.
TOP OF EARTH WEIR 24.00 -
2.5:1 SIDE SLOPES ON WEIR
' TOP OF BANK 27.500 (MIN.) 3 MAX.
12'-0"..
142'
STC_MWATER POND I
SCALE 1" = 20'
I� C
( > - ( ZONED I -1 PERMANENT:
- _--- __ I SEEDING MIXTURE' PENSACOLA BAHIAGRASS 50 LB/ACRE
00 COMMON
o n COON BERMUDAGRASS 10 LB/ACRE
Sc ,� 7 ^'> / GERMAN MILLET 10 LB/ACRE
\ I� 32 So _ ASPA{ v SEEDING DATES: APR. 1 JULY 15
X AC
1 3 50 --__ DRIVET _ SOIL AM_NDyENTS: FOLLOW SOIL TESTS APPLY 3000 LB/ACREGROUND
AGRICULTURAL LIMESTONE AND 500
LB/ACRE 10-10-10 FERTILIZER
MCILCfH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH
a
..2 SWALE TO DIVERT ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
792 , - -- -_ OFFS I TE WATER
` j s 1 3650 SEE DET. THIS SHT. PEPIMA^FNT:
o //�I�I pCE OF I � 352D �----_ _ _ SEEDING MIXTURE: PENSACOLA 9AHIAGRA55 50 LB/ACRE
PAVEMENT I 35 50 TALL FESCUE 80 LB/ACRE
TOPFOFMDITCH (TYP.) -- - F a' LE - A R. - - . 40 L._31 - -
�_ - -- rrD,�,C n4.cc FHB. 15 - APR. 1 OR SEP. 1 OCT.. 31
l a r.- _ta.:TS: FOLLOW SOIL TESTS OR APPLY 3000 LS/ACRE GROUND
-- - --- -- � 34050 A�H�LT _ AnR ICUu Ur.AL LIMESTGN% AND 1000 LB/ACRE 10-10-10 FERTILIZER
_ I DISTURBED CH NFT.LANDS - ,� DRIVE ENCE 50' - I M..L�,,, APPLY 4000 LB ACRE STRAW. ANCHOR STRAW WITH
/ RUNEOTALONG P 34.90 DISTURBED W ATE ;_ 23 I00_SQ F' / AREA
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
DITCH (TYP.) AREA SG _T (PROP. LINE) RETENTION POND
-- t (EDGE OF DITCH) I '1,
- SILT FEN
;h
ArM-
-- SEE ETAIL 6 a' / ROOF DRAINAGE
- THIS HT. 3700 <t FROM THIS SLOG. _ --
35---------
AND OFFICE TO _
�s DISTURBED o 3650 0 4°X24' BE ROUTED TO POND - - I JAN 17 ZHl
35 LRE
MITS S VQS - s6% OFFICE F.F. 37. VIA A BUILDING SEWER PLAN
A
N2 N� 3LC0 _ DISTURBED I00
3-9 - I AREA I =-
-------- --- �O• - _ (PROPS LINE)
... 38 3.. is'
I
CREST ELEV. - 26.25'
t931 y ELEV. 27.50
- P
"! In
-------- 23, 61g 3 `7 �� FILTER FABRIC
- - - 4@� `; •-_ TREV I RA SPUNBON - -
,;.I w 5 b= - q T - N STYLE 1125 OR EQUAL `' ^- WELL. GRADED RIP RAP BEDDING
-- -- -- - - - - ---- -- -- - --- - -- -_----------- -- + - - - ----- - _- 4c -- d„ STONE SIZE = 6"
�S
-- --- - - ---- _ 1.'�IR 39 ,a.g _ - .i N -- - 9" MAX. STONE SIZE
:-�`SECTIONMIN. 15" THICK
RIP RAP SLOPES (2:1)-
_ S ! M I LAR TO jI APPROVEDJ��!
�I - -- 30' - DETAIL 6 _ I N V RFLOW WEIR AIL NORTH CAROLINA ENVIRONYEIITAL
%10 E DET
- -- _ DISTURBED SHT'2-- - NTS MANAGEMENT COMMISSION
_ - AREA DRIVE DISTURBED - DIVISION OF WATER QUALITY
-_- - _ _ _ _ _LIMITS ` AREA
- - - - -- -- LIMITS h Date 9
40-
Stormwator Pormk No :to? (PIOUS
SERVICE ROAD
50' MIN
CONSTRUCTION ENTRANCE
-
-
NO.. 4 STONE
SEE DETAIL THIS SHT.
�
SITE
PLAN
_ -
25' OR W/D74 O�
'
EXISnnS =_ -_ y -;
A'.ROPO4J SI rcET,
ROADWAY
WMCrNE✓ER /S
Q7EA TER.
//
=
4 0!
WELL GRP.DED RIP RAP BEDDING
-
-- _-
-
- -WELL GRADED RIP RAP BEDDING
d STONE SIZE - 6"
so
dsa STONE SIZE - 13'
20" MAX. STONE SIZE
4o
t
9 MAX STONE SIZE
P' A,N
40' 20' O
40'
I
50 M%N I
CONS7PUC7701V ENT,RA,NCE
IV,1-
2.5
12'-0
1" WATER WATER STCR.AGE ELEV. 25.43
I
GRAPHIC SCAL E
TOP OF EARTH WEIR 24.00 BEYOND
�2.5:1 SIDE SLOPES ON WEIR
TOP OF BANK 27.50-(MIN.) 3 MAX.
3 MAX. 1� 1"
RF7`M. 'EATER S'..R'ACC E_EV. 24 00 '
�1
ELEV. 17.50 --�1
2-1/2 MAX.
'2-0" 22'-6" - 12'-0' .
46'-6"
2 STORM'NA-ER POND i
SCALE 1' = 20'
Z
11
_ -� r�-Y ,�
a
• a
43
PLAN NOTES.
1. IN A WELL-DEFINED CHANNEL
8' AT_POND INLET_ EXTEND THE APRON UP THE
- - �, CHANNEL BANKS TO AN
8 AT POND OUTLET ELEVATION OF 6" ABOVE THE
MAXIMUM TAILWATER DEPTH
lOR TO THE TOP OF -HE BANK,
11 YHICHEVER IS LESS.
SECTION 1-1 ILTER FABRIC
5 IPE OUTLET PROTECTION IN A WELL-DEFINED
CHANNEL
e.Tc
1
PLAN 1. IN A WELL-DEFINED CHANNEL
EXTEND THE APRON UP THE
CHANNEL BANKS TO AN
---32- MIhL---_-�. ELEVATION OF 6" ABOVE THE
e MAXIMUM TAILWATER DEPTH
O1 OR TO THE TOP OF THE BANK,
'r = WHICHEVER IS LESS.
r.r -
SECTION I 1 FILTER FABRIC _
6 IPE OUTLET PROTECTION IN A WELL-DEFINED
CHANNEL
NTS
0
Z
0
4F
(n
� W
ul
�
LLI
22
0v
Ur
a: _
O
Ul 0
O H
00
wM
N W
wcc
cc
0 W
4 to
(W
V
Q
O
V,
Q
�-
M0
W
W
W
W
Ir
W
(j Z
U
E- J
W a'
=
W
� .s
�i^i�
V/
J�
z
09
0
L.LI
�
LL1
�
z_
(\J
0 U
z�z_
LL1 r _ �
L 00
>-oz_o
LL1m��
00 0
a -
DRAWN BY:
WJR
CHECKED BY:
JRH
DATE:
9/22/00
JOB NUMBER:
00-004
DWG. NO.
C1
r