SW7100902_APPROVED PLANS_20100921

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW
DOC TYPE I ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

N
SITE PLAN NOTES:
OWNER: W.E. PARTNERS, I, LLC
BUILDING SIZE: 12670 SF
PROPERTY SIZE (LEASED AREA): 1.77 AC
PARKING PROVIDED: 72 TOTAL
HANDICAP SPACES; 2 SPACES
UTILITIES:
WATER LINE - TOWN OF COFIELD
WASTEWATER - PERDUE FARMS - ONSITE SPRAY IRRIGATION
WASTEWATER SERVICE: 2" FORCE MAIN
WATER SERVICE: 1" SERVICE LINE
ELECTRIC SERVICE- DOMINION NC POWER
NEW TRANSFORMER PAD TO BE LOCATED
OUTSIDE BUILDING AS SHOWN
ALL NEW SERVICES SHALL MEET ALL
NC BUILDING CODE REQUIREMENTS
ALL EXISTING UTILITIES ARE SHOWN
BASED ON FIELD EVIDENCE AND AS BUILT MAPS
PRIOR TO ANY DIGGING NC ONE CALL SHALL
BE CALLED AND CONFIRM LOCATION AND SIZE
OF ALL EXISTING UTILITIES.
\ \ \ NEW Ft rCTRICAI SERVIGE I IN
TO BE INSTALLED BY DOMINION NC
POWER
NEW 1" WATER SERVICE LINE
RKI�G
PP
\ \ \ \ \ \ \N
PAD FOR TRANSFORMER
DOMINION NC POWER TO
PROVIDE NEW TRANSFORMER
480 V - 1000A
NEW 12" RCP
\ PROP S�j EP j
BMP AREA
O
BIO RETENTION
\ AREA
6"X6" TEE
6" GATE VALVE / 'y PROP.
BLO [RELOCATED 16'
BUILDING yGP,�S
i PROP.
DROP INLET
EX. FH TO BE
RELOCAT AS \Q� Ot
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SHOWN G� OF 9 �7R
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PAMLICO ENG EERING SERVICES, r
LICENSE NO. P-0530
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
pespl Ic@em bargmail.com
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10014
Q Scale: 1" = 20'
Sheet No.
1 SITE PLAN
SCALE: 1" =20'
C-001

DRAINAGE NOTES
TOTAL SITE AREA DISTURBED =1.77 AC
TOTAL DRAINAGE AREA = 1.57 AC
TOTAL IMPERVIOUS AREA = 1.02 AC
% IMPERVIOUS = 66.6%
ALL EXISTING SITE WATER SHALL BE DIVERTED INTO A PROPOSED
SWALE AROUND THE PROPOSED BMP. ALL PROPOSED IMPROVEMENT
AREAS SHALL DRAIN INTO THE BMP AS SHOWN.
SEE DETAIL SHEET FOR CROSS SECTION OF THE BIO RETENTION POND
PRIOR TO FINAL CONSTRUCTION OF THE BIO RETENTION POND ALL
DISTURBED AREAS NEED TO BE STABILIZED.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN
APPROVAL.
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES
AS INDICATED ON THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS.
3. ONCE EROSION CONTROL DEVICES ARE INSTALLED, BEGIN
CONSTRUCTION OPERATIONS.
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING
CONSTRUCTION. INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND
CLEAN OUT RAPS AND /OR CHECK DAMS WHEN HALF FULL.
5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION
CONTROL DEVICES AS INDICATED ON THE DRAWINGS, CALLED FOR IN THE
SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER.
6. SEED AND MULCH DISTURBED AREAS WITHIN FIFTEEN (15) WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE
TIME FRAME.
7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY HE ENGINEER.
UPON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION
DEVICES, DRESS OUT AREA AND SEED AND MUCH. PERMANENT EROSION
CONTROL DEVICES SHALL BE INSTALLED AND APPROVED BY ENGINEER.
EXIST._
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4 INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF APPLICABLE.
RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
APPLY AGRICULTURAL LIME, FERTILIZER, NAD SUPERPHOSPHATE UNIFORMLY AND
MIX WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM. REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER
60% DAMAGED, REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
NOTE:
CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS
DISTURBED DURING CONSTRUCTION OPERATIONS, INCLUDING ANY DISTURBANCE TO
THOSE AREAS THAT WERE SEEDED DURING PREVIOUS WORK.
BIO RETENTION SCHEDULE
AREA NUMBER
1
DRAINAGE AREA AC
1.57
IMPERVIOUS AREA
1.02
1" ELEVATION VOL
102.57
OVER FLOW
STRUCTURE RIM
102.57
EMERGENCY
SPILLWAY ELE
103
WATER QUALITY
VOLUME
6501
BIO RETENTION
SURFACE AREA
8668 SF
N
BM = 105.34�
EXISTING FIRE
HYDRANT
Z
PROP. DI WITH INLET
PROTECTION
INV IN = 98.3
INV OUT =98.2
SEEDING SCHEDULE \
SEED: THE MIXTURE OF SEED IN ALL DISTURBED AREAS IWLUDING NCDOT
RIGHTS -OF -WAY SHALL BE THE FOLLOWING:
25 POUNDS/ACRE COMMON BERMUDAGRASS (UNHLLLED)
50 POUNDS/ACRE KENTUCKY 31 FESCUE
10 POUNDS ACRE CENTIPEDE
A. IF SEEDING OCCURS BETWEEN THE MONTHS OF N)VEMBER
AND FEBRUARY, RYE GRAIN SHALL BE PROVIDE[ IN ADDITION
TO THE ABOVE AT A RATE OF 25 POUNDS/ACRE.
ALL SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEED BED AND
COVER SEED. SHOULD THE PERMANENT SEED NOT GERMINATE AND PRODUCE
A STAND OF GRASS, THE AREAS SO EFFECTED SHALL BE RESEEDED UNTIL
A PERMANENT STAND IS ESTABLISHED.
NOTE: RANTING FOR BIO RENTENTION SHALL BE AS ROUIREO ON
THE 5TARMWAlER DETAILS
NEW 12"
LIMITS OF
S�IYI�
.�v j` -1 TIO�
INV OUT = 95
CLASS B RIP RAP OUTLET
PROTECTION
L = 10' W= To = 12" Q10= 0.42 CFS TEMPORARY CHECK DAM
SILT FENCE
Cl INLET PROTECTION
OUTLET PROTECTION
PIS ; Ur6h eC � Pto RETENTION AREA
����I'°�� GRADING PLAN a CLEAN OUTS
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PROFESSIONAL SEAL
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20212
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for
PAMLI 0 ENGINEERI SERVICES, P
LICENSE NO. P-0530
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
70
0
0
10014
Scale: P-1w-`'2V
Sheet No.
C-002
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RESULTANT THRUST AT BRING AT 1W P.S.I. WATER PREI
TOTAL POUNDS
NOMINAL
PIPE
Do.
DENT
END
oDe
BEND
45A
BEND
n 1/i
BOND
11 1/Q
89110
4'
2,700
3UM
;1W
1.1w
530
g•
5.600
8.000
4.300
2.200
I'm
e'
Q.700
13.800
7.400
3.800
%900
IS'
14.500
20.500
11.100
5.700
2.900
12'
20.500
29.000
15.700
8,000
4.000
14•
27.600
39,000
21,100
11.000
3.400
IV
M.700
50.400
27."
14.000
7.000
18•
44.800
63.400
34,400
17,900
111
20'
1.6W
42,100
21,500
10,BW
24•
1,000
MOM31,6W
15,400
0.600
92,300
47.100
23.600
M78=1
4.4DO
132.300
67.500
33.B00
42•
11.W0
17e.W]
81.000
45.700
0,000
232,7W
116,EU0
SB,EOO
UK
54• 3.2W 284,000 NB.OW 75,30p
gE�AR4C LION
�'•. '. `� _ _._. •,`"„ Q7
SOIL i� L
MUCK 0
SOFT CLAY 1,COO
1. THRU LINE MNECTO TEE
2. THRU LINE CONNECTION. CROSS USED AS NEE
SILT 1.500
3. DIRECTION CHARGE ELBOW
SANDY SILT 3.OW
4. CHANGE LINE BQE REDUCER
SAND 4,000
5. DIRECTION CHANCE TEE USED AS EWOV/
SAN" CLAY 8.000
G. ORECUON CHANGE CROSS USED AS ELBOW
HARD CLAY 9,OW
7. DIRECTION CHANGE
TO DETERMINE THE WE OF A CONCRETE THRUST BLOCK, DMDE THE TOIAL FORCE BY THE BEARING VALUES OF THE SOIL THE
OUOTNNI WBL BE THE SIZE OF THE BEARING AREA ff
THE THRUST BLOCK IN SQUARE FEET. APPROXIMATE VALUES GDR VARIOUS
TYPES OF SOIL ARE USIED IN TABLE.
NO RESPoNSBI'M CAN BE ASSUMEO FOR THE ACCURACY OF THE DATA IN TH6 TABLE WE TO THE WIDE VMATON OF BEARING
LOAD CAPABILIRES FOR EACH SOIL ME
yq-'r 21-0• SQ. CONC. COI
6' THICK
f ADJUSTABLE CAST IRON
BOX W/ REMOVABLE CM
-WATER- MIA)
GATE VALVE
2' x 2' x 6• CONC. F
OR CONC. VALVE SUPP
(SEE NOTE 2)
NOTES:
1. DIMENSION •D• SHALL BE
LARGE ENOUGH TO MAKE
ANGLE 'A' EQUAL TO OR
GREATER THAN 45'.
4CRETE SHALL NOT
1ERFERE WRH MECH.
DINT FITTINGS.
CONC. BLOCKING S1ZE
PIPE
SIZE
W
D
-0'
1 -o
-3
-6
12•
2'-3•
BM
HYDRANTS INSTALLED SHALL BE KENNEDY K-61A,
MUELLER MODEL A-421, AMERICAN-DARLING MARK 73
OR APPROVED EQUAL. HYDRANTS SHALL BE PROVIDED
NTH A FRESH COAT OF RED PAINT FOLLOWING
COMPLETION OF WATER SYSTEM CONSTRUCTION.
C.I. VALVE BOX -
M.J. HYDRANT
CONC. THRUST
BLOCK
2• X 2' X 6• CONC.
PAD (3000 PSI)
R/W
1.
FIRE HYDRANT QO
TO MATCH GRADE
® GRADE
°I n n .�
GATE VALVE ) TIE ROD-/
THTYP. VALVE BOX DETAIL
RUST BLOCKING DETAIL 2 FIRE HYDRANT DETAIL
1 Scale: Not To Scale: 3
Scale: Not To Scale: Scale: Not To Scale:
INSTALLATION OF NETTING AND MATTING
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ANY MAT OR BLANKETTYPE
PRODUCT USED AS PROTECTIVE MULCH SHOULD PROVIDE COVER OF AT
LEAST 30%OF THE SURFACE WHERE IT IS APPLIED. INSTALLATION IS
ILLUSTRATED BELOW
STANDARD METI
POSTS 2'-0" IN
GROUND
GALVANIZED HARDWARE
WIRE EXTENDS TO TOP OF
BOX
6 DROP INLET PROTECTION
Scale: Not To Scale:
r H
_ 0 law
0 will!
SECTION }
PLAN
5 DROP INLET DETAIL
Scale: Not To Scale:
13 MIN.
10 DPW DRAINAGESWALE
Scale: Not To Scale:
69L•:1>I
MIX OF 2'-6' FROM TOP OF SLOPE OR PROPERTY LIME
PAVEMENT EXTEND TO PROPERTY LIME WHICHEVER FINISHED GRADE A '
IS GREATER
�OITCH <(/ NIN �4
METER
METER STOP
BRICK SUPPORTS
24• MIN FROM THE
`
14 EACH)
SERVICE J
BOTTOM ff DITCH J
\
OTHERS
BY OTHERS
BY
COPPER SERVICE TUBING LENGTH AS RED'➢
P LINE SLACK J
METER BOX TO BE FURNISHED A" INSTALLED BY UTILITY
CONTRACTOR SERVICE SA➢DLES SHALL BE USED ONALL
CMW
WATER LINES 4' AND SMALLERSERVICE
SADDLES SHALL ALSO BE USED ON 6' AND LARGER
PVL WATER ICONS WHICH DO NOT MEET TIE REQUIREMENTS
ff AWWA C-900, CLASS ISOMINIMUM
COVER OVER SERVICE LINE SMALL ➢E 24'.
METER BOX SMALL NOT BE WSTALLEU IN SLOPE OF DITCH.
4 3 4" - 1" WATER SERVICE DETAIL
Scale: Not To Scale:
CONSTRUCTION SEQUENCING
1.APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. IF
THE DRAINAGE AREA TO THE CELL SHOULD BE STABILIZED
OPENWEAVENETTING IS USED, LIME MAYBE INCORPORATED BEFORE INSTALLING
BEFORE CELL CONSTRUCTION BEGINS IN ORDER
THE NET AND FERTILIZER AND SEED SPRAYED ON AFTERWARD.
TO PREVENT CLOGGING. FOR ROADWAYS DRAINING TO THE
CELL, THE SUBBASE COURSE (CRUSHER RUN)
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL
AND THE BASE COURSE LAYER OF ASPHALT NEED TO BE IN
IT DOWN THE GRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT
PLACE PRIOR TO CELL CONSTRUCTION. IF FINES
WITHOUT WRINKLES -DO NOT STRETCH.
GET WASHED INTO THE EXCAVATED CELL, THEY MUST BE
REMOVED BEFORE BUILDING THE CELL IN
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS
ORDER TO RESTORE THE IN -SITU SOILS PERMEABILITY. IT IS
THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY. STAPLE THE NET
RECOMMENDED THE CELL MEDIA BE
EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FT AROUND THE EDGES
COVERED WITH IMPERMEABLE PLASTIC DURING
AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT
CONSTRUCTION.
EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIP
OF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FT. DO
ONCE BIO RETENTION AREA IS BEING CONSTRUCTED THE
NOT STRETCH THE NET WHEN APPLYING STAPLES.
CONTRACTOR IS TO CALL THE ENGINEER FOR INSPECTION
OF THE UNDER DRAIN SYSTEM PRIOR TO BACKFILL.
4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET.
24 HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
OVERLAP THE END OF THE PREVIOUS ROLL 18 INCHES, AND SAMPLE EVERY 12
INCHES JUST BELOW THE ANCHOR SLOT.
MAINTENANCE
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR
RILL EROSION, DISLOCATION, OR FAILURE. WHERE EROSION IS OBSERVED, APPLY
ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED,
AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY
ESTABLISHED.
IN CHANNELS, ROLL OUT STRIPS OF
NETTING PARALLEL TO THE DIRECTION OF
FLOW AND OVER THE PROCTECTIVE MULCH.
180
III\ ESN NCH TRENCH. AND
IN A OVERLAP AROVERLAPPING. JOIN STRIPS BY
ANCHORING
TEMP. DITCH LINER
Scale: Not To Scale:
SICFE ATER OF P' ORAAEL PIAM
AWJMST FOFCINO UMM ROXIMM
8'-0" MAX 8'-0" MAX
_ (o
p•? nD
1=9' MIN 9n
PAPNOTE M�1o110
Y R r $TER POST$
A. POSTE NT AT OF M OF 4' MGM N EAR7H SAOWLL
L MOM MM W C x or AND FLL N 7O NF OpiACIED.
C. PROME AOEQUAIE EILGVA7MIN MEAD OF SILT FOL'E 10 ACT AS A
MODM MM AND NLT 7RAP.
L FOOMTRAC MAY USE MAWAAL of WHIM UIMEMMEM
APPROVAL
11 SILT FENCE
Scale: Not To Scale:
Ire.._....._. n � ` �� •'
x
KE
DE
M
TYPICAL MANHOLE STEPS
AT 16. ON CENTER
PRECAST CONE
DEPTH
CONE
GREATER
ECCENTRIC
THAN 6'
6' OR LESS
CONCENTRIC
THE SOIL MIX SHOULD BE UNIFORM AND FREE OF STONES,
STUMPS, ROOTS OR OTHER SIMILAR
MATERIAL GREATER THAN 2 INCHES. IT SHOULD BE A
HOMOGENOUS SOIL MIX OF 85-88 PERCENT BY
VOLUME SAND (USDA SOIL TEXTURAL CLASSIFICATION), 12
PERCENT FINES. (SILT AND CLAY),
AND 3 TO 5 PERCENT ORGANIC MATTER (SUCH AS PEAT MOSS)
SHALL BE USED. ADDITIONALLY, THE PHOSPHORUS CONTENT OF
THE SOIL MIX SHOULD BE LOW. SOIL MEDIA SHOULD
BE SENT TO NC DEPARTMENT OF AGRICULTURE [NCDA] LABS TO
BE ANALYZED. THE P-INDEX FOR
BIORETENTION SOIL MEDIA SHOULD ALWAYS RANGE BETWEEN
10 AND 30, REGARDLESS OF THE TARGET
POLLUTANT (HARDY ET. AL., 2003 AND HUNT ET. AL., 2006).
THE MEDIA SHOULD BE TESTED TO DETERMINE AN ACTUAL
DRAINAGE RATE AFTER PLACEMENT. THE
PERMEABILITY SHOULD FALL BETWEEN 1 AND 6 INCHES PER
HOUR, AND 1-2 INCHES PER HOUR IS
PREFERRED.
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NIBBTNNWENWENW�NW�1N
52" -.a 1i
12" PIPE
t `#5 ® 12" O.C.
E.W.
$ OUTLET BOX DETAIL.
Scale: Not To Scale:
6" 2MIN.
CARRY RIP RAP UP BANK
O
N0. 5 WASHED STONE
FLOW
0
NATURAL GRADE
LINE
LASS B RIP RAP -
WITH FILTER FABRIC
11'=)FEBOARD
(MIN.)
1
1
DFT1 OF
OH
'0
12 Check Dam Detail
Scale: Not To Scale:
CLEANOUTS
= 102.57
kwum ex 9°
CPA
PROPOSED ftEANOUN
PLACE ON UNDERDRAIN
AS REQUIRED
2- 6" unlined,
slotted PVC
FLEXIBLE SLEEVES
AT ALL POINTS OF
-MANHOLE RING & COVER
GROUT
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SEE SPECS FOR
JOINT REQUIREMENTS
- - - _ - - O
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PIPE ENTRY w
SEE SPECIFICATIONS 'D' it
«
GROUT CHANNEL SLOPE I'/FT.
6'
I' MIN. CRUSHED COMPACTED
AGGREGATE BASE
:111"-,1dp MOAL IK
iI UNDISTURBED GROUND
5 STORM DRAIN MH
Scale: Not To Scale:
oat
cefts;a-44 > and
O,. t he grown th sab wfffl arr ltigpermea ►
8" Washed 57
envelope
- - - - - - - - -SHWT = 90' - - - - - - - - - - - -
9 BIO RETENTION DETAIL
Scale: Not To Scale:
f^
ftApNy�A.yy�rs MIN.
fsQ off
FILL
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IFLAN YEW
ICAL DIVERSION
13 Scale: Not To Scale:
0
0
0
co
(o
00
---TOP OF PAVEMENT
z
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Z
o WHEN INSTALLED IN PAVE-
MENT MANHOLE TOP SHALL
BE FLUSH WITH THE
W
FINISHE➢ PAVEMENT.
m
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0
THE DISTANCE FROM THE
o TOP OF MANHOLE RING
N
tw
AND COVER AND FINISHED
C
C
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GRADE MAY VARY WIDELY.
01
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s�
aNi
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a
O EXTEND PIPE INSIDE MANHOLE
Q
In
C0
WALL MAX 2', AT CLOSEST
LIJ
POINT.
W
o MIN. (1) GRADE RING REQ'D IN
Q
NON -PAVED AREAS. IN PAVE-
MENT, GRADE RING NOT REQ'D
EXCEPT AS NECESSARY TO
MEET FINISHED ELEVATION.
o NO MORE THAN 2-4' GRAD
0
RINGS SHALL BE INSTALLED.CL
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CL
PIPE SIZE
.11.
LESS THAN 20'
4'
20' OR GREATER
5'
30' OR GREATER
6'
ALTERNATIVE AND EMERGENCY ai
SPILLWAY
_o
11
0
r
Permeable filter fabric
lining entire bioretention cell
.................
Note: Use inlet protection to dissipate
energy and remove sediment (forebay,
stone/veg. filter strip, reinforced swale,
etc.)
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M/MRIIMIO: MIST BEPNINM
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14 Construction Entrance
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20212 ? ?
PAMLICb ENGINEERING SERVICES,
LICENSE NO. P-0530
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
pespllc@embargmail.00m
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10014
Scale: 1" = 20'
Sheet No.
CiiiiiiiiiiiI003

E L-E . FABp C ?/
E= D
TOF Ow S-OPE AND
�Eo AFEAS '%H EFE A
P PVA\ENT Siz�ND U- SKgSS
'S NJ Ah.0 J I P., ED.
TYP. SLOPE FOR FILL
�— Scale: Not To Scale:
RMA,NENN SEEDING
ON ALL S,-GPES
OFF SITE AREA TO HAVE THE SPOIL DIRT
FROM THE PROJECT AREA PLACED ON AREA
SHOWN. SILT FENCE SHALL BE PLACED AROUND ALL SIDES OF FILL
AREA TO PREVENT ANY SEDIMENT FROM EXISTING THE SITE.
NO SLOPES ON THE FILL MATERIAL SHALL BE GREATER THAN 2:1 AND
ALL AREAS ARE TO BE SEEDED USING THE STATED MIXTURE SHOWN
ON THE DETAIL SHEETS AND IN THE NARRATIVE.
SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE DETAIL SHEET.
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PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
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No.
10014
ile: 1" =100'
et No.
C-004