SW7070226_APPROVED PLANS_20070301

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

N
VEYERHAUSER 00
M.9.1A P.151
0.8.110 P.403 CA DITCH
wlLlos PROPERTIES
D.B.362 P.306
ASPHALT LEGEND:
= LIGHT DUTY ASPHALT
= HEAVY DUTY ASPHALT
I - " .,., A
6" CONCRETE
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT, W E
CLEARLY INDICATED; THAT THE RAT1l"i y.
AS CALCULATED IS 1:10,000+;
roJCIUAl CIPMATliOc uccutl lRC-
. 20Qi
"u Slf
y'
TO ORANTSBORO
N.C. HWY. 66
z
r
VICINITY MAP - NOT TO SCALE
EIS
-
EXISTING IRON STAKE
EIP
-
EXISTING IRON PIPE
ECM
EXISTING CONCRETE MONUMENT
TB
=
TELEPHONE BOX
SIS
-
SET IRON STAKE
SCM
=
SET CONCRETE MONUMENT
SPK
=
SET P.K. NAIL
RCP
=
REINFORCED CONCRETE PIPE
WM
=
WATER METER
WV
WATER VALVE
MH
=
MANHOLE
SP
=
SERVICE POLE
PP
POWER POLE
SL
SECURITY LIGHT
CA
CENTERLINE
R/W
RIGHT-OF-WAY
N/F
NOW OR FORMERLY
FH
=
FIRE HYDRANT
INV
=
INVERT
GW
=
GUY WARE
TP
TRAFFIC LIGHT POLE
-E-
POWER LINE
TRAFFIC DIRECTION
®
=
STOP SIGN
DA:UE -
DRAINAGE & UTILITY ESMT.
11 -
HANDICAP RAMP
G.V. -
GATE VALVE
-
HANDICAP SPACE
APPARENT APPARENT ��'�•��.
— — — am — — — — p — — — — — BENT E _ _ N W' W$6' W 160.00' _ CAS '% — -
-. N 6694'65 WT220.00' & RiC C�
CA DITCH PREENTER
W GRAVEL DRIVE
146, Z
30' 20'-4 TELEPHONE LINES
^ DRIVE B DRIVE A SPK r TURN LANE = TAPER APPROVED 5�
— IV.I.i. fllVrlYY/1I � ��VV /11 °,)FTr =}F� NTE0 AOSION"ai.
BENEATH HWY 1234.33'Ta C OF c� ; MFN!O 1 c VV i;Qtf 1 '$ION
p b S'�ON Of WATEk Ol!AUTY
NCSR 1241 -
---- 07
�e
..Wr .vcter Perot Nv�� �O%G Z z6
E E E
CONTACT PERSONS:
1- WATER: PAMLICO COUNTY, LEE TILLMAN. 252-745-5453
2- POWER: PROGRESS ENERGY: BRUCE NOBLE, 252-636-1328
3- TELEPHONE: EMBARO: 1-800-842-5400
4- NORTH CAROLINA DEPT. OF TRANSPORTATION: Aaron Everett , 252-514-4716
5- SEWER: BAY RIVER SEWER CO., JIM KRAUSE, 252-745-4812
REF: PORTION OF D.B. 312, P. 141
PORTION OF D.B. 382 P. 306
PORTION OF M.B. IA, P. 151
TRACT III, PLAT CAB A, SLIDE 99-2
N.C.G.S. MON. 'ALLIANCE'
N-613,031.4043
E-2.656,006.341
HAD e3
DEVELOPER:
E.J. POPE do SON, INC.
P.O. BOX 649
MOUNT OLIVE NC 28365
PHONE [phone]
N.C.G.S. MON. 'LIaIOR'
N-514,706.7396
E-2.660,966.332
CF-M999673765
HAD 63
TRACT DATA
WATER- PAMLICO COUNTY
SEWER- BAY RIVER SEWER CO.
NO ZONING
TOTAL AREA 77,949.13 sq.ft. 1.79 acres
2.2 AC. DISTURBED
27 PARKING SPACE W/2 H/C
SITEIUTIL/TY PLAN FEB z :'1 2007
OF
HANDY MART#169
PREPARED FOR
E.J. POPE & SON, INC.
NO. 3 TOWNSHIP, PAMLICO COUNTY, INC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, INC 28540
PHONE: [phone] DATE: 2-14-07
SCALE: 1 "= 30' F.B. 750 , PG. 47+
JOB #268605 FILE NAME: PAMLIICO.ASC
REV:2-20-07 GRAPHIC SCALE
( IN FELPT )
1 inch - 30 fL
SHEET 1 OF 4

CONSTRUCTION NOTES:
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION.
2. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
3. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
MEET NTH PAMLICO COUNTY SPECIFICATIONS.
4. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE
FILL AS REQUIRED.
5. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WALL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
6. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS.
7. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
8. SITE ACCESS: ACCESS SHALL BE LIMITED TO THREE DRIVEWAYS AS SHOWN ON
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCES AS SHOWN ON THIS PLAN.
9. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS.
10. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
11. MAXIMUM BUILDING HEIGHT IS LESS THAN 60'
12. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
13. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE
PROPOSED CONSTRUCTION.
14. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
15. DEVELOPER TO INSTALL STOP SIGNS AS SHOWN.
16. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7 OR
12-8 SIGN.
17. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN).
18. ALL CLEAN -OUTS TO BE IN VALVE BOXES IN PAVED AREAS.
19. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A. MAP 3720656000J
ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
20. ALL EXTERIOR LIGHTS WALL BE LOCATED AND POSITIONED SO NOT TO ADVERSELY AFFECT
DATED JULY 2, 2004.
21. EXISTING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER DETAIL
22. PROPOSED ROOF TO BE PIPED INTO PROPOSED DRAINAGE NETWORK.
23. ALL DISTURBED AREAS WALL BE STABILIZED WITHIN 15 WORKING DAYS OF THE
COMPLETION OF ANY PHASE OF GRADING.
24. ALL CURB AND GUTTER TO BE STANDARD TYPE 24•CURB k GUTTER (UNLESS OTHERWISE SHOWN).
25. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WALL BE REQUIRED
FOR THE SERVICE INSTALLATION.
ASPHALT LEGEND:
= LIGHT DUTY ASPHALT
-HEAVY DUTY ASPHALT
6" CONCRETE
WLKES PROPERTIES, WIC.
0.8.352 P.306
NO WETLANDS ONSITE
94V-9.79
�9.70
PR
20'NTAaE
EASEMENT
+13.30
�4 1 "
I
+12.30
+12.44
12.10
+12.13
N/F
r
TRACT II
WILKES COMMERCIAL CENTER
PLAT CAB. AV SLIDE 99-2
13.19
+13.12
+13.23
+13.20
CB
TOP-14.1
INV-11.51
13.
Y. 6'RIP-RAP N
NICK W/9Eo-TE)M E ,�1N/F
ERLAw'fENT AIELISER CO
M.9.1A P.151
13.87
D.&110 P.403 CA 9.65 1325 63
--- 2-,
2
+ 12 12.85 1�g 13.17
{a 12.79
\ (j ABANDONED NORFOLK-SOUTHERN RAILROAD - 100' R/W
- } - DEEDED TO WILKES PROPERTIES, INC. IN D.B.382 P.306 I +13.1s
O
} s 14.46
4H, ,cj pj 1 {3• ' +13.45
i9 5
NDETENTION
SF SF13.79
11+13.15
POND 1
41 +13.35
15 S.Y. 6•RIP-RAP Zw
12,moL W/GEO-TEXTILE
MV-10.45 UNDERLAYMENT 13.07
FORMER R/W +13.25
3� FENCEOR NNYL 't
COATED
OW/ Is- G^
J.o \ou'
\ +12.85
GRADING CONTRACTOR RESPONSIBLE FOR
PER NIO k ESTABLISHING STANDARD GROUND COVER
PER SEEDING
& R STANDARDS c �n
� +13.55
IV-10.85 12 2
+12.88
-" +13.35
� �m ar
'.'
+13.18
/ 169 14.
14.
I
C-STORE
SEOL-15
/
FF 4
+13.19
x9 /
HTr
14.5
h
�1
<�I
t 2• f1
<
nE3
• a
•,
14. a, <�
`,a
-P13.49r-y
4
,
14.2
,�
`
` <
2-RCVS OF 6'PVC •<
13.9
`
FOR CANQPYf GRANTS .f of
<
,•,
r 4 f,
FIT 4 14. ,
k.
'WD
'FWIA
tA2 14.5"7 t6 , 14.3rj
14.2
`� 1 `, `f, a aaT � < a �•
+13.45
ETr/xp.
-ems
b
13.37
+13.05
O�!
14.
+13.55
N.
N
CB
TOP-14.0
NV-11.02
}13.95
13.44
d
O
+13.05
14.
DBL
+13.35
+13.30
+13.55
ce
7
TOP-14.0
INV-11.29
+13.35
-1
J
14,
2
DBL
13.14
h
O
+13.55
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT l� D ARE
CLEARLY INDICATED; THAT THE RAT(0 �N
AS CALCULATED IS 1:10,000+;
ORIGIN6SIGNATURE, LI ERE VA
:'c 'VA
THIS 4� DAY OF
kL
JOHN L. PIERC P.L.S. L-2596.IANVI L.
T-f2wJ96 Ord
jF�<GEND:GEND:
EIS
= EXISTING IRON STAKE
EIP
EXISTING IRON PIPE
ECM
= EXISTING CONCRETE MONUMENT
TB
= TELEPHONE BOX
SIS
= SET IRON STAKE
SCM
SET CONCRETE MONUMENT
SPK
SET P.K. NAIL
RCP
= REINFORCED CONCRETE PIPE
WM
= WATER METER
WV
= WATER VALVE
MH
MANHOLE
SP
PP
= SERVICE POLE
POWER POLE
SL
= SECURITY LIGHT
CA
CENTERLINE
= RIGHT-OF-WAY
N/W
= NOW OR FORMERLY
FH
FIRE HYDRANT
INV
= INVERT
GW
= GUY WIRE
TP
TRAFFIC LIGHT POLE
-E-
= POWER LINE
= TRAFFIC DIRECTION
= STOP SIGN
D&UE -
DRAINAGE do UTILITY ESMT.
A-
HANDICAP RAMP
G.V. -
GATE VALVE
=
HANDICAP SPACE
= DOUBLE CONC. BLOCK FILTER
AlYNCH,
46
- ROCK CHECK DAM
DANIEL 111
D.8.446 P.793
GRADING LIMITS
=
RIP -RAP APRON
-SF- -
SILT FENCE
+ 18.20-
SPOT ELEVATION
PROPOSED ELEVATION
=
DIRECTION OF FLOW
INV. -
INVERT
. C ""'•..
CB =
CATCH BASIN
DI
DROP INLET
"�o
VA
®=
RIP -RAP INLET PROTECTION
L
�ZU
ce
.,3�. i1 ce a a a TOP- N +13.55
14.1
TOP-1x9 :, /
14.5 INV-11.9 <a �< ' •a a • MV-11. 1 T tiECM
14.0 Xii - yam{} * N- 514,792.052
GAS �T 12.80 TR NE 1 l ..� 140 11.7 APPARENT E- 2680729.688
13.33 14. 13.32 13.03 142 ;,�� �t 14. 14.iT
12.68 .B �'i S 1x .-. r. 4. ECM 13.75 13.70 CAS LINE
N 1 46
1234
13.44 NV-12.a 1&0
ENTRANCE 0-03 13,INV-11. 4 LF 18'RCP 0O.51G _
11.84 _�-12-- ,At.6d'�12 15'RCP OOS%�: �5 - M
10.51 11.59 CA DITCH 55 LF -- •+ .-. - 12.27
4 11 = +10.49 t- + +. r• -�-- _- 12 L7`l3 � , 12 +12.77
12- --lT'T 1.3� _-
11.73 -12- 12' 12.47
IN S ^', 12 13.1 + 133 1xS �i 1297 13 +2.63
.1� - 1x3 •� ere 1S155""w..,*r+'v +r� r-*y7 •+, e� �s...*.s^++ .I. 1+„39p�e`-sm"., ^ +m wnv m. w asnl+w*"w+s !era t51i3 ww*a+wr.r*a ..me! NO R*!*�t*� mTp!� � .�Zr4399
t 3fi - Nee
` TELEPHONE -14� `
+13.80 +13.86 +13.92 -14.00 +14_11 14.20 SPK 4-5TE.PTH +14.26 14.33
- f11 Vfl YY /'1 I� ��VV/YY 1234.3ST000F -14 -_--�-�<-
13.17 13.21 13.40 13.40 NCSR 1241 I
1396
13 23 13�- 13.23 ' 13.45 13.60 13.58 13.69 13.76 \
84
12-5� T 13.
12.95 .�. / LOCATIONAPPROX •13.46
>_ WV FORCED SYSTEM APPROX. LOCATION 6'SEWFR FORCE SEVER VALVE 13.90
MANHOLE
12.48 < 12.84$ INVERT NOT G'WATERLINE (PER MAIN, *35'DEEPDAY RIVER 14.20 13.76 14
St ACCESSIBLE PAMLICO COUNT1� � 00.)
3'-4`0EPTH I' 14.21
E E E -� � E E E E -� �C - "-E -�E E E E E---k--�- i�-�_ bE.�e6- E-
12.27 � PP
2.73
CONTACT PERSONS:
S
1- WATER: PAMLICO COUNTY, LEE TILLMAN, 252-745-5453
N.C.C.S, NON. 'AWANCE'
2- POWER: PROGRESS ENERGY: BRUCE NOBLE, 252-636-1328 N-515,031.4043
E-2,656,006.341
3- TELEPHONE: EMBARQ: 1-800-842-5400 HAD 83
4- NORTH CAROLINA DEPT. OF TRANSPORTATION: Aaron Everett , 252-514-4716
5- SEWER: BAY RIVER SEWER CO., JIM KRAUSE, 252-745-4812
DEVELOPER:
REF: PORTION OF D.B. 312. P. 141 E.J. POPE & SON, INC.
P.O. BOX 649
PORTION OF D.B. 382 P. 306 MOUNT OLIVE, NC 28365
PORTION OF M.B. iA, P. 151
TRACT III, PLAT CAB A, SLIDE 99-2 PHONE [phone]
Stormwater Design By.
CRYSTAL COAST ENGINEERING, P.A.
3817-6 PREBDOM RAY - HUBERT, N.C. - 28539
Phone [phone] Fax (910) $25-0060
www.crywWcoastengineering.com David L Newsom, PE
♦ 13.82 13.97
•► 13.86 13.59
13.7 ' 3.97 GRAVEL DRIVE
/ �•RlIe1eW \ 4.02
.9eae '-41R11^-'�- V+e !i! AR�AlIIplR�la1 1u11 1P� Rm*Pw,eneAlFlA
14.44
N.C.G.S. MON. '9.I000r
N-514,708.7396
E-Z680,968.552
CF-0.999873785
NAD 83
TRACT DATA:
E� E
WATER- PAMLICO COUNTY
SEWER- BAY RIVER SEWER CO.
NO ZONING
TOTAL AREA 77,949.13 sq.ft. 1.79 acres
2.2 AC. DISTURBED
27 PARKING SPACE W/2 H/C
E - GENERAL GRADING DRAINAGE PLAN
EROSION CONTROL PLAN
STORMWATER PLAN
OF
HANDY MART#169
PREPARED FOR
E.J. POPE & SON, INC.
NO. 3 TOWNSHIP, PAMLICO COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: 2-14-07
SCALE: 1"= 30, F.B.750 , PG. 47+
JOB #268605 FILE NAME: PAMLIICO.ASC
REV:2-20-07 GRAPHIC SCALE
30 0 15 30 60
( IN FEET( FEET ))
1 inch - 80 ft. SHEET 2 OF 4

6' I F-6'
840.14
v
v m
My
1
>C~A• O
r-C)-n-4M
1m•1Z--1SD
=-n >m
Z�=00
A'=O�Z
D D D
<
ca rcal
z
0
00
Mp
z :
M H7
= M H
Z
N r i
v m-1 4
v
D
O
Co m v
v
4 h,
oZ3E
;v"
A Z
17
Z -n
v -4
00m
o y
1/2' RAD, N
•�3' RAD. I �1/8' RAD,
O
IE 2'-0'
N.C,D,O,T, STANDARD 24' CONCRETE CURB & GUTTER
SCALE, L' 1'-0'
8" 1'-8-
1/2' RAD.
�3RAD.
f 1/8' RAD.
p r,
1 2-
N
SPILL TYPE 24" CONCRETE CURB do GUTTER
NOT TO SCALE
I
Y
PLAN
WITH ORATE 8 FRAME REMOVED
SECTION X-X
^." WEEP HOLES
CENTIPEDE SOD TO BE
INSTALLED TO TOP OF SLOPE
OR FAR ENOUGH TO
STABILIZE SLOPE (WHICHEVER
REQUIRED
DITCH DETAIL
NO SCALE
3" SF 9.5 B
27
0611950
10 ° 00
99 400 9 °°°
$
6' ABC
499900 190
00 0 00 0° O
0 ° O O 0°
LIGHT -DUTY ASPHALT
NOT TO SCALE
3" SF 9.5 B
,9 O 0
00 D99
00
0019
M
?O
°
10" ABC
00 p 0O 00
00
0 p 0
7049 00
p
°00 000
19
Oy
GENERAL NOTES:
F }
USE CLASS "B" CONCRETE THROUGHOUT.
Q Q 2a
PROVIDE ALL DROP INLETS OVER 3' S" IN DEPTH WITH STEPS 12"
N cc U
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING $40.86.
LL O •
OPTIONAL CONSTRUCTION - MONOLITHIC FOUR 2" MIRY OR I4 BAR DOWELS AT
J I„t
O O W S Z
12" CENTERS AS DIRECTED BY THE ENGINEER.
CC Z ..
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
PS _
QTQ•I
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
Q
AS SHOWN ON STD. NO. 840.00.
F O W
CONSTRUCT WITH PIPE CROWNS HATCHING.
cc O O 1-4
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
Z . ;
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 79M STONE IN A
H M
POROUS FABRIC GAS OR WRAP, AT EACH WEEP HOLE OR AS DI8ECTED BY THE ENGINEER.
La Q
CHAMFER ALL EXPOSED CORNERS 1".
Q
DRAWING NOT TO SCALE.
UVINU(1NUlUbMIAL)
P ELEVATION
840.16 FRAME
LATE I
81jj
B
0-7I
I
I
(SEE NOTE) MAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS
OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BSA
W�L HHTTR
w
t u
C.M.
R.C.
12"
3'•0"
2'-0"
2'-0'
0.222
0.222
0.592
0.015
0.026
15"
2 -3
0.648
0.023
0.036
is"
2'-8"
0.703
' 0.033
0.049
24
9 -0'
0.814
1 0.059
0.085
30"
3'-0"
2'-0'
3'-6"
0.222
0.222
0.925
, 0.082
0.127
----EROION
SECTION G-G
21 31/4 n
1 11 21'
SECTION H-H
11
N
It
It
. 1tn
'\
IT►H
T-G o O G
0
o a
■M�■
MWMWW�
HN L►
H\ L4W 1'•41'Q"
T I II 1 _ 11
1 -7% 1 7`%
PLAN OF GRATING
CAST IRON
W4 BAR
�E! L
DOWEL
q rrr
F�
PLAN OF FRAME
CAST IRON
1„ it, irr i,1
3r-3:4" 2r-3�$n
�N
Oar 2r 4`n I2r 2rrr O O
VA
24" -�� 24' O�
3r_1�" N N2r 1rr N N
31-6"
SECTION E-E SECTION F-F
0 ~
U.W
C9 J
N Z MJ
3:
a
C3 I= 0
CC 0 CO
c �
W =
H
w W,
_ � N
O Z
a O
W
840.14
z
O W
My }
Qa
cc V
O O CL S Z
a-Q=00•1
F
N FEU.
OOyQ
Z j
L
U
QQ
U)
T-
0
caIt
HO
Q
LL IC Q
It
3 Z p
¢aGo
Q W
y
Z U.
U
Co H 0
x J O
co
" Z 2
J M I-
M
Z d 3
W Q LU
0
co
LL
840.161 1840.
; `•t, :•;.. ''.+',
t1/2• MESH HARDWARE CLOTH
•+" w��•••-•
;.
M ,+E�
�•\.•,..,N:•A•
.«.
�• •.1'
•\••
�'\; ., .:\•ice
: .
A. .w
't
L
8• X is"
: �•;•
DONGRE,E BLOB(
00000000000
::.:
tfN
0000aaooaoa
.`
y4.
:...:.
CATCH
BASIN
'
A
'
• t' • \ •
a WASHED STONE
1 • 'A •• • "
ARDWARE CLOTHSTONE
I d..
SEEDBED PREPARATION NOTES:
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2• AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD NTH AVAILABLE
3. LOOSE ROCKS, ROOTS AND OTHER OBS'RUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WALL NOT INTERFERE NTH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
MAINTENANCE PLAN
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WALL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
PRODUCING RAINFALL BUT IN NO CASE LESS MAN ONCE A WEEK.
ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
3-SEDIMENT WALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE
SEDIMENT FENCE WALL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER.
4-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.
5-AFTER CONSTRUCTION HAS BEEN COMPLETES THE OWNER WALL PERPETUALLY
MAINTAIN ALL DEVICES THAT CONVEY STORMgATER AND ALL
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION.
SEEDING SCHEDULEDNCLUDING POND SIDE ROPES)
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED M ESTABLISH UNIFORM
GRADE PRIOR TO SEEDOM APPLY LAME AND FERIILOIR AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WIN ASPHALT TALC
WHERE SLOPES EXCEED 4%
MATERIAL APPUCATKIN RATE
LIME CRE
20% SUPERPHOSPHATE 200D P UNDS/ACRE
FERTII.RER(10-10-io) 100p POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 ACRE
BERMUDA (K UM) 0 POUNDS/ACRE
JANUARY - MARCH
BERtiIUDACRE
A (UNHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TALE 3HM GALLONS/ACRE
NOTE OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REOUIRD MS.
NOTE: RYE GRASS OR WEEPING LOVE GRASS SHALL NOT BE USED.
AS NOTED R.C.P.
7.5'
13'
0
0
0
C)�
O
O O 7.7'
O
O �
O
O�
CLASS A RIP -RAP
1' THICK
W/ GEOTEXiiLE UNDERLAYMENT
RIP -RAP APRON
OUTLET PROTECTION
(NOT TO SCALE)
12 ONO[ 4•IM• at rW SE M TJJE H= D ONTO
PRMII = OUMME S ON METAL POSTS, of FASTENS)
TO COM ON MOOD POSTS STAR M& 8 STAR=
LLTEAVIILT REM ANT M■IN
rmm OR EOWNINT TO MRE
WFM METAL CUM RI WIFE AT I. OFF
CENMR.
MANMIM =D ff STOIIAR ,M. Rel
• eMOM MEN TARS LEM M WAD=
m AS OMECTED BY CONS ItYATION RAM
NATI■N. MADE
111111011111MM1T�County @.�APPPMROXIMATELY 1Y OF FASMD R10 1110106
III��1 SOL AID TNB SACIOII.
-CARRY e' aF W2E M10 TMgt
METAL 091MA OR eW TREATED MOOD POSTS AT e
OW CDMWR MAIIRIM. CM AR AM ROOD POSTS SHOULD
TE X DEEP MRMIIL
NOTES:
1-GRADING CONTRACTOR IS 100%
RESPONSIBLE FOR ESTABLISHING GROUND
COVER PER SPECS.
2-FENCE AROUND POND BY GRADING
CONTRACTOR.
B"
FRA
MAX
New
2' 2'
:4' ..dd '
a 4ad e
A
4' r
2500/ tbMC.
FOOTING
CONSTRUCTION SEOUENCE
1. OBTAIN PLAN APPROVAL
2. INSTALL CONSTRUCTION ENTRANCE
AND SILT FENCE, THEN INITIATE CLEARING.
3. CONSTRUCT POND AND INSTALL PIPES.
4. MAINTAIN STRUCTURES DURING CONSTRUCTION.
5. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
6. PAVE DRIVE AND PARKING LOT
7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED.
PIPE ID + 2'4• RE -BAR
3' 7 1/2• 8' 12' O.C. EAC
8' D NC 1/4' EXPACOMNSION
MATE
14 EXPANSION MATE
e•
H
CONC 1/2 PIPE I.O.
GROUTN I
av'��FILL
d s e
e 4+'d
F250 GOON C_ -
NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES
TYPICAL JUNCTION BOX
NOT TO SCALE
EXISTING ROAD
R/W si V R/W
50' MIN.
LENGTH
CONSTRUCTION
ENTRANCE
PROFILE
(SEE NOTE)
PLAN VIEW
Construction Specifications
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) Inches.
4. Width - Not lees than full width of all points of
Ingress or egress. Minimum of 12'.
5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains Into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleonout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
Immediately.
STABILIZED CONSTRUCTION ENTRAN
NOT TO SCALE
N CA
�pP�•'Ess �
QP . -
AL
TYPICAL CURB INLET 1 148
CH BIN 2000
NOTTO SCALE O •'F. ,?INEe'S0;
K. N
Stormwater Design By.
CRYSTAL COAST ENGINEERING} P.A.
3817-3 FR136DOM WAY - HUBMT. N.C. - 28539
Phone [phone] Fax [phone]
wwW.olyWtalcoastanglxtearing.com David L Newsom, PE
DETAIL SHEET
OF
HANDY MART#169
PREPARED FOR
E.J. POPE & SON, INC.
NO. 3 TOWNSHIP, PAMLICO COUNTY, NC
PPARBY
JOHN L. PIERCERS&EASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: 2-14-07
SCALE: N/A F.B.750 , PG. 47+
REV:2-20-07 JOB #268605 FILE NAME: PAMLIICO.ASC
SHEET 3 OF 4

EX. DITCH
ANTI-:
COLLAF
N/F
WEYERHAEUSER CO
M.B.1A P.151
D.BA10 P.403
Treatment Pond - Plan
Scale: 1" = 20'
SEEDBED PREPARATION NOTES,
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM,
4. IF M] SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LINE AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
& LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED VITH THE SON.
DURING SEEDBED PREPARATION,
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENI
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND
AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER,
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED
TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED,
Ew?Ar ATNnv awP'lA ro 5 H.w.T. =
O- .Z 5 n 1 D aN U SDi4 e0/1►
SEEDING SCHEDULE
NOTE, IDLY AREAS ABOVE PERMANENT POOL SWILL DE SEEDED. VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING.
APPLY LINE AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH
OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC
IN FLAT AREAS AND WITH ASPHALT TAG(
WHERE SLOPES EXCEED 4X.
MATERIAL
APPLICATION RATE
LDIE
2 TORS/ACRE
2OX SUPERPHOSPHATE
600 POUNDS/ACRE
FERTD.IZER(IO-10-10)
IWO POUNO)S/ACRE
APRIL - AXY
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA (HULLED)
10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA (INHULLED)
20 PONDS/ACRE
RYE (GRAIN)
25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 PONDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TAG( 300 GALLONS/ACRE
MOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
Outlet Structure
(See Detail) —\
Elev. 'E' (100 yr storm) v
10, Elev. 'D' (10 yr storm.) v
3' Veg. Shelf
Elev, 'C' (1'Deslgn ElevJ v
Elev. 'B'
Vegetated Shelf Plantings
(See Planting Scedule)
Draw Down Orifice
(See Detail)
Main Pond
RMER R/W
CONSTANT POND SURFACE AREA 3,507 S.F. 8 EL= 10.00
1' DESIGN SURFACE AREA = 4,286 S.F. 8 EL= 10.98
APPROX. TOTAL POND VOLUME = 6,415 CF
ACTUAL FOREBAY VOLUME = 1,378 CF (21.5 % OF TOTAL VOLUME)
PLANTING SCHEDULE
PLANTING SCHEALE APPLIES OlY TO VEGETATED SHELF AND VEGETATED
FILTER.
SPREAD 4' TOPSOIL OVER AREAS TO BE
PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR TO PLANTING, PLANT ANY TWO 2) OF THE F0.I.OWING SPECIES WITHIN
THE LIMITS OT THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS TNAN
ONE PLANTING PER SQUARE YARD,
cP,_,—.r M93 MW
Peltandra vlroM,k
COMAILMM
Arrow Ar n
Arowhead/Duck Potato
Broomsedge
itL
B ass
un
CnttnR
CooMnR
Sd
Three Square
- sw
Dudeverd
Saururus cernws
Lizard Taft
HMMscus moscheutos
Marsh Hblwcus
Pontederh cordata
Pkkerelweed
Potwwwton Pectlnatus
Pond Weed
Leersla oryzokles
Rice Cutgrass
Cam epp.
Sedges
Sdrpus vaUdus
Sofa Stem Bullrush
Polygomun spp,
Snnrtseed
une Jus rffesus
Soft Rush
NAyhar luteum
Spatterdock
Pank:um vergatum
Swltehprass
Acorus calamus
Sweet nag
Roden canadensls
Waterweed
Valbnerla anrrlcan*
WRd Celery
ZNzaMo aquntk:a
WRd RIce
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
No 5 Bar 'U' Strap
(Coat w/ Bitunastic)
12' No,
57 Stone
Embankment shall be constructed of
uniform native material (free of excess
slit, rock or gravel, debris or vegetative
matter) compacted to 95% of maximum dry
density In accordance with ASTM D1557
(8'-12' Lifts)
Emergency Spillway (100 yr. Flood Elev.)
Outlet Pipe (Size and \
Material per Drainage Plan)
\-Anti-Seep Collar
\-Anil-FLoat Block (See Detail)
(60 CF Concrete)
y{
BAY
JR14/zMAIN
a
{'
loe NORMAL POND
/ ELEV 10.00
BS.O' I,J_ia&
_I
w
z
J
aY
w
z
z
w
U
Pond Dimensions & Layout
Scale: 1" = 20'
TRASH RACK
/(SEE DETAIL)
4-3' ALUM
ANGLES
TOP
ELEV 'E'
_-
PRIMARY WEIR
�—
ELEV 'C'
2.(2� DIA. CORREGATED
ALUM. RISER
CONC
OUTLET PIPE INV.
FILL\
ELEV 'B'
Outlet Protection
(See Erosion/Sed, Plan)
Riser
54' MINIMUM �,
Anti -Seep Collar
ATE HICK
ALUMINUM TRASH RACK ---_�
6'-�
RISER
(SEE DETAIL)
6'
V
w
z
J
O'
w
z
z
w
U
WEIR
Trash Rack
ALUM BAR
2' O.C.
6' DIA. CORR, RISER
ALUM. PIPE (SEE DETAIL)
OUTLET
INVERT
DRILL 3/4' HOLE Al
IN END CAP - TACK 12,
WELD HARDWARE CLOTH_ (;
SCREEN OVER ORIFICE
18 MIN'
6' DIA.
END CAP
Draw Down Orifice
Outlet Structure Details
FaC�C�� mp oo
NOT RELEASED FOR CONSTRUCTION
No Scale
STORMWATER POND DETAILS
HANDY MART#169PREPARED
ELEVATIONS SCHEDULE
,::
STORMWATER POND DESIGN BY:
FOR
LOCATION
A-1
DESCRIPTION
MAIN POND BOTTOM
ELEVATION
= ')0 "''';
:.,aUti9.
Crystal Coast Engineering, P.A.
E.J. POPE &SONS, INC.
5.00
A-2
8
FOREBAY BOTTOM
PERMANENT POND
5.DO
10.00
_` -
-
�'
SEAL -
Civil and Environmental Consulting Engineers
NO. 3 TOWNSHIP, PAMLICO COUNTY, NC
C
D
TEMP. STORAGE
10 YEAR FLOOD
10.95
11.55
=
314g =
-
David K. Newsom, PE
JOHN L.
PIERCE
PREPARED BY
& ASSOCIATES, P.A.
E
100 YEAR FLOOD
11.63
�'•. �; ' =
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
Ns
PHONE: [phone] - FAX: [phone]
PHONE: [phone] DATE: 2-14-07
SCALE: AS SHOWN F.B. 750 PG. 47+
JOB #268605 FILE NAME: PAMLIICO.ASC
REV: 2-20-07 SHEET 4 OF 4