SW7090702_APPROVED PLANS_20091116

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �7 �1z�Qo�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

VICINITY MAP
NTS
NOTES:
1. THIS PROPERTY IS LOCATED ENTIRELY IN FLOOD HAZARD ZONE "AE
ON PANEL 372083500J DATED OCTOBER 5, 2004.
FLOOD ZONES ARE SCALED FROM F.I.R.M.
FLOOD ZONES ARE SUBJECT TO CHANGE BY FEMA.
2. REFERENCE IS MADE TO PLAT CABINET 2, SLIDE 85-8.
3. FOR MORE DETAILED INFORMATION ON TEMPORARY DRAINAGE
EASEMENT, PERMANENT DRAINAGE EASEMENT AND
TEMPORARY CONSTRUCTION EASEMENT, SEE DEED FOR
HIGHWAY RIGHT OF WAY, STATE HIGHWAY PROJECT
#34430.2.5. PARCEL # R-2414B 047. ROUTE US158.
TAX MAP AND LOT N 02-8935-02-55-7435-0000.
4. USE OF LAND WITHIN A FLOODWAY OR FLOODPLAIN IS
SUBSTANTIALLY RESTRICTED BY THE CAMDEN COUNTY
CODE.
5. THE DEVELOPER IS REQUIRED TO INSTALL ALL WATER
LINES AND RELATED IMPROVEMENTS.
6. NO BUILDING PERMIT MAY BE OBTAINED FOR LOT 3 OR LOT 4
UNTIL THE PRIVATE STREET IS CONSTRUCTED TO NCDOT
STANDARDS.
7. DRAINAGE REQUIREMENTS IN ACCORDANCE WITH ARTICLE
151.400 OF THE CAMDEN COUNTY CODE OF ORDINANCES
SHALL BE ADDRESSED WITH THE COMMERCIAL SITE PLAN FOR
EACH LOT.
B. CORNERS IDENTIFIED AS SIR (SET IRON REBAR) ARE NOT YET
SET AS THE DATE OF THIS PLAT, BUT WILL BE SET ONCE THIS
PLAT IS APPROVED.
9. A 20' DRAINAGE EASEMENT ALONG THE ROSABELLE COURT
RIGHT-OF-WAY IS HEREBY ESTABLISHED.
SIT
EDATA
1. OWNER/DEVELOPER:
DAVID CROSS
429 S. HUGHES BLVD.
ELIZABETH CITY, NC 27909
[phone]
2. TOTAL TRACT ACREAGE: 23.95 AC.
3. AVERAGE LOT SIZE: 5.74 AC.
4. PROPERTY IS ZONED 11 & HC
5. TOTAL NUMBER OF LOTS: 4
CERTIFICATE OF APPROVAL
SOURCE OF TITLE
D.B. 161, PG. 42
P.C. 2, SLID. 85-B
REFERENCES
D.B. 252, PG. 207
D.B. 131, PG. 462
D.B. 167, PG. 42
AREA DATA CHART
LOT NO.
WETLAND AREA
TOTAL LOT AREA
1
0.000
3.000
2
0.363
3.970
3
2.358
9.344
4
1.607
6.654
ROAD
0.000
0.678
TOTAL
4.328
23.646
NOTE:
ALL NUMBERS IN AREA DATA CHART ARE
ACRES 3, CALCULATED BY D.M.D.
I HEREBY CERTIFY THAT THE MINOR SUBDIVISION SHOWN ON THIS PLAT DOES NOT INVOLVE THE CREATION
OF NEW PUBLIC STREETS OR ANY CHANGE IN EXISTING PUBLIC STREETS, THAT THE SUBDIVISION SHOWN IS
IN ALL RESPECTS IN COMPLIANCE WITH THE CAMDEN COUNTY UNIFIED DEVELOPMENT ORDINANCE AND THAT
THEREFORE THIS PLAT HAS BEEN APPROVED BY THE CAMDEN COUNTY ADMINISTRATOR SUBJECT TO ITS
BEING RECORDED IN THE OFFICE OF THE CAMDEN COUNTY REGISTER OF DEEDS WITHIN THIRTY (30) DAYS OF
THE DATE BELOW.
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AM THE AGENT OF THE OWNER OF THE PROPERTY DESCRIBED HEREON, WHICH
PROPERTY IS LOCATED WITHIN THE SUBDIVISION REGULATION JURISDICTION OF CAMDEN COUNTY
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
ARC LENGTH
CHORD BEARING
CHORD DISTANCE
C1
48'11'23"
25.00'
11.18'
21.03'
N26'08'19"W
20.41'
C2
138*11'23"
50.00'
130.90'
120.59'
N71'08'19"W
93.42'
C3
133'00'47"
50.00'
115.03'
116.08'
N26'44'15"W
91.71'
C4
5*10*46"
50.00'
2.26'
4.52'
N84'09'59"E
4.52'
C5
48'11'23"
25.00'
11.18'
21.03'
S74'19'41"E
20.41'
C6
90'00'00"
25.00'
25.00'
39.27'
S84'46'00"W
35.36'
C7
90'00'00"
25.00'
25.00'
39.27'
SOS'14'00'E
35.36'
NOTE:
THE FRONT PART OF THE PROPERTY WEST
OF AND CONTIGUOUS TO U.S. HWY. NO. 158
IS ZONED HIGHWAY COMMERCIAL. THEN THE REMAINING
PROPERTY IS ZONED 1-1.
THE BUILDING SETBACKS ARE AS LISTED
FRONT = 25 FEET (+ 25 FEET ALONG MAJOR ARTERIAL HWY)
SIDE = 10 FEET
REAR = 10 FEET
CERTIFICATE OF REVIEW OFFICER
STATE OF NORTH CAROLINA. COUNTY OF CAMDEN
I, _______________ REVIEW OFFICER OF
CAMDEN COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING.
-------------------------- ----
REVIEW OFFICER DATE
N48'04'00"W
-N58'2� yam_ �\
CENTER
'---(�}
3(�105.50'-
-- �
_ - -183.910i, °Ir "»fl ��
OF
�Z8'30� �4/y CHARLES.
N F
M
BOWSER
-2t� \W AlAlD.B.
252, PG.
207
/�.al+'
.dr68
r -
.dr, air, air,
y'Ory
a1, 199O*.
2
o '
LOT 4 (RESIDUAL)
li. �
ACRES t TOTAL
,AIL,
\6.654
1.607 ACRES t WETLAND
i0
(SEE NOTE BELOW)
S7�• 1
THAT I HEREBY FREELY ADOPT THIS PLAT OF SUBDIVISION AND DEDICATE TO PUBLIC USE ALL 00' ('� L
AREAS SHOWN ON THIS PLAT AS STREETS, ALLEYS, WALKS, PARKS, OPEN SPACE, AND /07
EASEMENTS, EXCEPT THOSE SPECIFICALLY INDICATED AS PRIVATE, AND THAT I WILL MAINTAIN ALL
SUCH AREAS UNTIL THE OFFER OF DEDICATION IS ACCEPTED BY THE APPROPRIATE PUBLIC
AUTHORITY. ALL PROPERTY SHOWN ON THIS PLAT AS DEDICATED FOR PUBLIC USE SHALL BE m -
DEEMED TO BE DEDICATED FOR ANY OTHER PUBLIC USE AUTHORIZED BY LAW WHEN SUCH USE "' >
IS APPROVED BY THE APPROPRIATE PUBLIC AUTHORITY IN THE PUBLIC INTEREST. `o\ m. all.
N/F £ `
TRACEY SWAIN AllD.B. 131, PG. 462 (�j` all, L
tires � / all.
SIR I
-`- N34'12'09"E�
72.61', all
Z al.r'
itt � d ,
Sq /
N 44'S5'15"E `
49.28'
SIR
-
TEMPORARY
SI
DRAINAGE /
EASEMENT�4,2,
PERMANENT
0� 00 / 7
DRAINAGE
pF per. r
EASEMENT /
q- / 'V �
ROADWAY CULVERT
PROPOSED /
DRIVEWAY _T
J
2 .v
,.J.. / -A-kAA�
r
LOT 2
3.970 ACRES t TOTAL
0.363 ACRES f WETLAND
.8Ta��
x z z o/
0 0 �
w w w
N N o
rn
z TEMPORARY -
03 Jr � CONSTRUCTION
DATE OVNER(OR AUTHORIZED AGENT) OJo ��ry - •'Im All ,h,\ - "'� / v' CT SIR EASEMENT
C?^�/ti0/ o �,�II,rlr' - - - •y / SIR 83.01' SIR 311.47' SIR SIR
''It' all. 9
_ S o C
I,____________________________ A NOTARY PUBLIC OF - COUNTY Or O b •"I+. •rlr' ,Jr, .dr. ,ir - ,r - - alit i O. T N 50'14 0" W 394,48' (TOTAL)
____________ F q s� ell, S50n4'00-E _- a� IR o
NORTH CAROLINA, DO HEREBY CERTIFY THAT _______________________________ 1„040 ,^ �Ir. _ = ab, 531.13' I I J) N BELLE COURT (PRIVATE 50' R/W) If, ,,,,, ,,, ,Ir, , , ROSA OUR
PERSONALLY APPEARED BEFORE ME THIS DATE AND ACKNOWLEDGED THE DUE t., o aL. aalr. Jr eL, all AU all, .Jr, '` _ L_7 _ _ L6v k 1
EXECUTION OF THE FOREGOING CERTIFICATE, 00 •'� _ _ _ - ell. '� all. all. �, _ , SI SIR I S50'14 00 E 394.48' SIR
O a ( .�k , .If. C3 ( SIR
NOTARY PUBLIC "yd, I
WITNESS MY HAND AND OFFICIAL SEAL THIS ____ DAY OF ____________ 20 ____
N59.1_p0"w a, all, LOT 3 lr�7o I 20.00'
----------------------------------- = ab. - -� �'`e.
9.344 ACRES t TOTAL <7
I
MY COMMISSION EXPIRES _____________ OJ O ,11 - " - dr, 2.358 ACRES t WETLAND 7 L12 _V- I I LOT 1
----- SOAK/O'L _ - _ ell, i `�a_"'�' I 3.000 ACRES 3 TOTAL
Z�� �
�+ w PROPOSED \
DRIVEWAY
O�rO ea f
I, EDWARD T. HYMAN, JR., PLS. L-2690, CERTIFY N50'14
,y ^� a rr ('
,.� NOTE: o, 0 60.53'
THAT THE SURVEY CREATES A SUBDIVISION OF LAND yro m NO BUILDING PERMIT MAY BE OBTAINED FOR LOT 3 OR LOT 4 •'> �• C�
WITHIN THE AREA OF A COUNTY THAT HAS AN ORDINANCE N46'10'00"W UNTILOR THE
LOPRIVATE
LSTREET
IS CONSTRUCTED T STREET (T STANDARDS, i Icov
THAT REGULATES PARCELS OF LAND.
o-- CONSTRUCTED TO NCDOT STANDARDS, TO THE EXTENT NECESSARY -El
THE RESIDUAL PARCEL(S), IF ANY, MEET OR EXCEED THE MINIMUM 98'90 �p ( FOR INGRESS/EGRESS FOR THE LOTS. I I�
LOT SIZE AS SPECIFIED WITHIN THE CAMDEN COUNTY UNIFIED 0 I I 3g580'
DEVELOPMENT ORDINANCE J\o0* I I
ETCH
I, EDWARD T. HYMAN, JR. CERTIFY THAT THIS PLAT WAS DRAWN FROM AN f s_ - J ( 0 NOTE:
b9• - - _ _
ACTUAL FIELD LAND SURVEY MADE UNDER MY SUPERVISION: THAT THE DEED 6q 000I - "Ir, Ir alb, ? TO BE COMBINED WITH
.SI C & L CONCRETE. o
DESCRIPTION FOR SAID PROPERTY IS RECORDED IN D.B.161, P.42: THAT THE 3 , r,
ERROR OF CLOSURE IS 1:10,000+ ; THAT THIS MAP WAS PREPARED IN oo ,�Ir, . Al, NN,EN% p1/CH, _ a
ACCORDANCE WITH GS 47-30. WITNESS MY ORIGINAL SIGNATURE, REG.'orlm .Jr, •O p1NpGE" N/F ri
NUMBER, AND SEAL THIS 18TH DAY OF SEPTEMBER. 2008. 0.30 i �/ LAMB BROTHERS, LLC I
3 N37•'� rn Jr' i D.B. 167, PG, 42 u
off- W , - LEGEND �I
���1u M.dr. 87.65' all. till, ` - i '}!�
�N%�s N CARP 40i b m a ah, all. ,If,
all. al. - -"w j4 0 OTHER MONUMENTATION AS NOTED
� i r fY-I� / / bl'
�/ �4 �b �elr' _ '"Ir" dr, all, -•�/�' N66 p5 Q EIP EXISTING FOUND IRON PIPE
o ; ESSi�••.'L�lr, 91 36 �� �
�•.q tir. i l 01TCH 10j 0 EIR EXISTING FOUND IRON REBAR C & L CONCRETE
all. air, �/� 0 SIR SET IRON REBAR I
p0 ali. WOODEN SIGN ON
SEAL - n b all' Jr ", Ir "lr r, ir, j POINT FROM REFERENCE PLAT 2,5' x 10' CONCRETE
L-2690 y�j 60 h i / NO MONUMENTATION
al!. all. PAD.
,If ell, ",If' all, ,rlr, 0\tGH� �/ all. WETLANDS 1
'��•'.9�0 ��` all, ,Jr. .Jr, �/� - GRAPHIC SCALE PROPERTY LINE EIPQ
i R W LINE
.,SU , , alllr, ally, .JL .till j /� 100 0 50 100 200 - _ _ - _ _ - / N68'39'48"W
11H ��MJ, o n r O7(CH j - - - - - - - - PROPERTY LINE -NOT SURVEYED 24.85'
WOODLINE
N / - - - - - - - - - - - 404 WET LAND LINE
N /
EDWARD T. HYMAN. JR. ( 1N FEET - - - - - - - - DRAINAGE EASEMENT
P.L.S. L-2690
1 inch = 100 ft.
DRAINAGE EASEMENT LINE TABLE
LINE
BEARING
DISTANCE
T1
N65'S4'18'E
44.05'
L1
N15'19'29"W
55.96'
L2
S76'41'15"W
48.52'
L3
N88'47'26"W
34,15'
L4
S40-02'52"W
26.36'
L5
S64'08'44"W
20.99'
L6
N44-16.14"W
37.25'
L7
N47'40'39"W
57.77'
L8
N89'33'55"W
30.30'
L9
S05-19.42"W
32.29'
L10
S24'27'44"E
50.43'
1_11
S12-48.21"E
55.76'
L12
S43'50'10"E
21.34'
L73
S69'41'20"E
37.22'
L14
N80; 1'S2"E
29.26'
L75
N63'S7'12"E
79.39'
T2
N25'09'32"E
25.22'
P1
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150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
MINOR
COMMERCIAL
SUBDIVISION
FOR
RUSSELL
TWIFORD
I
COURTHOUSE TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
Project #:
080256
Drawing #:
SUBDIVISION
Drawn:
KMS
Checked:
KMS
I Approved:
ETH
Date:
10/02/2008
Sheet #:
1 OF 1
Scale:
1" = 100'
REVISIONS:
NUM. DATE
DESCRIPTION
1 06-30-09
ADDED DRAINAGE ESMT
I
SHEET TITLE:
SHEET NUMBER:
1

c
Y
VICINITY MAP
NTS
SITE DATA:
1. OWNER/DEVELOPER:
RUSSELL TWIFORD
2125 RIVERSHORE ROAD
ELIZABETH CITY, NC 279M
[phone]
2. PROPERTY IS ZONED HC & I-1
3. SITE COVERAGE BREAKDOWN FOR DRAINAGE Al
WITHIN DRAINAGE AREA
PROPOSED PAVEMENT 19,066 SF
FUTURE IMPERVIOUS 5,287 SF
OPEN SPACE 46-716 SF
TOTAL DRAINAGE AREA 71,059 SF
PERCENTAGE OF IMPERVIOUS COVERAGE 34.27%
OUTSIDE OF DRAINAGE AREA
PROPOSED PAVEMENT 1,268 SF
TOTAL PROPOSED IMPERVIOUS AREA 25,621 SF
4. THIS PROPERTY IS LOCATED ENTIRELY IN FLOOD HAZARD ZONE 'AE'
ON PANEL 372089350DJ DATED OCTOBER 5, 2004.
BASE FLOOD ELEV - 5.2' 1 BASED UPON CAMDEN COUNTY
FLOOD INSURANCE STUDY AND THE COASTAL STILLWATER TABLE
FLOOD ZONES ARE SCALED FROM F.I.R.M.
FLOOD ZONES ARE SUBJECT TO CHANGE BY FEMA.
5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION WAS
OBTAINED FROM THE RECORDED PLAT ENTITLED, 'MINOR COMMERCIAL
SUBDIVISION FOR RUSSELL TWIFORD' DATED 10/02/20DO RECORDED
IN PC 6, SLIDE 117.
6. DISTURBED AREA FOR THIS DEVELOPMENT WILL NOT EXCEED 6 ACRES.
7. ELEVATIONS BASED ON NAND 38.
MONUMENT 'W 176' ELEVATION - 3.75
8. TYPE OF SOILS ONSITE:
AUGUSTA. DOROVAN, MUNDEN, STATE, AND TOMOTLEY
9. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL
BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
10. WETLANDS SHOWN PER MAP ENTITLED '404 WETLAND DELINEATION
FOR DAVID CROSS' DATED 07/09/2008 PREPARED BY HYMAN &
ROBEY AND APPROVED BY THE USACOE. NO LAND DISTURBANCE
SHALL OCCUR WITHIN THE WETLAND LIMITS
LEGEND
PROPERTY LINE
- - - - - - - - -
- OVERHEAD ELECTRIC POWER
- - — - - —
RIGHT OF WAY
--- ------ - - - - -
- 404 WETLAND UMITS
EXISTING TOP OF BANK
- -
PROPOSED TOP OF BANK
--------------------
EXISTING CONTOURS
5
PROPOSED CONTOURS
EXISTING DITCH
- - - - ' -
PROPOSED DITCH
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
LIMITS OF DISTURBANCE/CLEARANCE
DRAINAGE AREA 1
--SFF—'SF
SILT FENCE
EXISTING WOODS UNE
,.�,..
WETLAND AREAS
EXISTING UTILITY POLE
EXISTING FIRE HYDRANT
'
CHECK DAM
EXISTING ASPHALT
PROPOSED ASPHALT
FUTURE IMPERVIOUS (BY OTHERS)
FLOW DIRECTION
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
ARC LENGTH
CHORD BEARING
CHORD DISTANCE
Cl
90'0 WOO
25.00'
25.00'
39.27'
S84'46'00'W
35.36'
:DELLE
STA. 1
LOT 4
RUSSELL TWIFORD y
COMMERCIAL SUBDIVISION
5
_ =
_Sam um MROBEY
-
\
SOLUTIONS FROM THE GROUND UP
15Q US I Wy -rr
PO Box 33
Camden. 279211
G NC �; cat
[phone]
[phone] fax
www.hymanrobey CQ„
,
License 09'
SEAL
+ la
�p-✓-�Q
ROSABELLE
i I I COURT
ROADWAY
DESIGN
COURTHOUSE
I I TOWNSHIP
I
I ( III CAMDEN
COUNTY
I
I APPROX. LOCATION
—�� — I ��I I EXISTING DRIVEWAY \
--- =------- - ` \ I NORTH
RT \\
' ---- ------ - - - I I l I CAROLINA
— — - -- ----- - -- - v
TBM - PK NAIL I \\
TIED TO WI78 I j vv
w _
ZZZi��� ' ddd I I �
i EXISTING TREES [
/ - -- - �-� --
/ TO BE REMOVED LOT 2
RUSSELL TWIFORD
' COMMERCIAL SUBDIVISION
j
III
�-
I i I' y r I i
— M �I
5
, I _770
STA. 1+
PI FV.
-------------------'-'
i
i
,'
I
-
I
I
�
I
/
0.28% SLOPE-
r
I
'II
r
I
=
r
I
I
,
21)
ONLY
Project #: 080256
Drawing #: 080256 - roadway
Drawn: KLH
Checked: KOH
Approved: SCR
I
Date: 06/30109
Sheet #: 1 /6
II!
l
I
it
Scale: 1" = 20'
_
I
REVISIONS:
i
NUM. DATE DESCRIPTION
I _I
SHEET TITLE:
GRAPHIC SCAM
Grading Plan
10 W 40
!0
(DID)
1 inch = 20 R
SHEET NUMBER:
1
0,

c
Y
VICINITY MAP
NTS
SITE DATA
1. OWNER/DEVELOPER:
RUSSELL TWIFORD
2125 RIVERSHORE ROAD
ELIZABETH CITY, NC 27909
[phone]
2. PROPERTY IS ZONED HC & 1-1
3. SITE COVERAGE BREAKDOWN FOR DRAINAGE AREA
WITHIN DRAINAGE AREA
PROPOSED PAVEMENT 19,066 SF
FUTURE IMPERVIOUS 5,287 SF
OPEN SPACE 46,716 SF
TOTAL DRAINAGE AREA 71,069 SF
PERCENTAGE OF IMPERVIOUS COVERAGE - 34.27%
OUTSIDE OF DRAINAGE AREA
PROPOSED PAVEMENT 1,268 SF
TOTAL PROPOSED IMPERVIOUS AREA 25,621 SF
4. THIS PROPERTY IS LOCATED ENTIRELY IN FLOOD HAZARD ZONE 'AE'
ON PANEL 3720893500J DATED OCTOBER 5, 20D4.
BASE FLOOD ELEV - 5.2' NAVD BASED UPON CAMDEN COUNTY
FLOOD INSURANCE STUDY AND THE COASTAL STILLWATER TABLE
FLOOD ZONES ARE SCALED FROM F.I.R.M.
FLOOD ZONES ARE SUBJECT TO CHANGE BY FEMA.
5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION WAS
OBTAINED FROM THE RECORDED PLAT ENTITLED, 'MINOR COMMERCIAL
SUBDIVISION FOR RUSSELL TWIFORD' DATED 10/02/2OD8 RECORDED
IN PC 6, SLIDE 117.
6. DISTURBED AREA FOR THIS DEVELOPMENT WILL NOT EXCEED 6 ACRES.
7. ELEVATIONS BASED ON NAVD 8&
MONUMENT 'W 176' ELEVATION - 3.75
& TYPE OF SOILS ONSITE:
AUGUSTA. DOROVAN, MUNDEN, STATE, AND TOMOTLEY
9. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL
BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
10. WETLANDS SHOWN PER MAP ENTITLED '404 WETLAND DELINEATION
FOR DAVID CROSS' DATED 07/09/2008 PREPARED BY HYMAN &
ROBEY AND APPROVED BY THE USACOE. NO LAND DISTURBANCE
SHALL OCCUR WITHIN THE WETLAND LIMITS.
LEGEND
PROPERTY LINE
- — — — — — — — — - OVERHEAD ELECTRIC POWER
- - - - — - - — RIGHT OF WAY
--------------- 404 WETLAND LIMITS
EXISTING TOP OF BANK
PROPOSED TOP OF BANK
-. _ _ _ _ _ _ _ _ _ EXISTING CONTOURS
5 PROPOSED CONTOURS
EXISTING DITCH
PROPOSED DITCH
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
LIMITS OF DISTURBANCE/CLEARANCE
DRAINAGE AREA 1
--SFFF SILT FENCE
EXISTING WOODS LINE
WETLAND AREAS
EXISTING UTILITY POLE
EXISTING FIRE HYDRANT
' CHECK DAM
EXISTING ASPHALT
PROPOSED ASPHALT
FUTURE IMPERVIOUS (BY OTHERS)
FLOW DIRECTION
LOT 4
RUSSELL TIMFORD ! i
COMMERCIAL SUBDIVISION o o
GRAPHIC SCALE
(ERA)
I inch = 20 ft.
W MR
SOLUTIONS FROM THE GROUND UP
150 US Hwy 158 E
PO Box 339
Camden. INC 27921
(252) 338-29 13
[phone] fax
www.hymanrol ey.comn
L icense +C-509E
SEAL r'
- 1 g55D
�Irt�
ROSABELLE
COURT
ROADWAY
DESIGN
COURTHOUSE
TOWNSHIP
CAMDEN
COUNTY
NORTH
CAROLINA
PERMIT DRAWING ONLY
KEY PLAN:
Project #:
080256
Drawing #:
080256 - roadway
Drawn:
KLH
Checked:
KDH
Approved:
SCR
Date:
06/30/09
Sheet #:
2/6
Scale:
1" = 20'
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
Grading Plan
SHEET NUMBER:
2

VICINITY MAP
NTS
SITE DATA:
1. OWNER/DEVELOPER:
RUSSELL TWIFORD
2125 RIVERSHORE ROAD
ELIZABETH CITY, NC 279M
[phone]
2. PROPERTY IS ZONED HC k 1-1
3. SITE COVERAGE BREAKDOWN FOR DRAINAGE AREA
WITHIN DRAINAGE AREA
PROPOSED PAVEMENT - 19,066 SF
FUTURE IMPERVIOUS - 5,287 SF
OPEN SPACE - 46.716 SF
TOTAL DRAINAGE AREA - 71,089 SF
PERCENTAGE OF IMPERVIOUS COVERAGE 34.277E
OUTSIDE OF DRAINAGE AREA
PROPOSED PAVEMENT - 1,268 SF
TOTAL PROPOSED IMPERVIOUS AREA - 25,621 SF
4. THIS PROPERTY IS LOCATED ENTIRELY IN FLOOD HAZARD ZONE 'AE'
ON PANEL 3720093WW DATED OCTOBER 5, 2004.
BASE FLOOD ELEV - 5.2' NAVD BASED UPON CAMDEN COUNTY
FLOOD INSURANCE STUDY AND THE COASTAL STILLWATER TABLE
FLOOD ZONES ARE SCALED FROM F.I.R.M.
FLOOD ZONES ARE SUBJECT TO CHANGE BY FEMA.
5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION WAS
OBTAINED FROM THE RECORDED PLAT ENTITLED, 'MINOR COMMERCIAL
SUBDIVISION FOR RUSSELL TWIFORD' DATED 10/02/2008 RECORDED
IN PC 6, SLIDE 117.
6. DISTURBED AREA FOR THIS DEVELOPMENT WILL NOT EXCEED 6 ACRES
7. ELEVATIONS BASED ON NAVD 88.
MONUMENT 'W 176' ELEVATION - 3.75
8. TYPE OF SOILS ONSITE:
AUGUSTA, DOROVAN, MUNDEN, STATE, AND TOMOTLEY
9. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL
BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
10. WETLANDS SHOWN PER MAP ENTITLED '404 WETLAND DELINEATION
FOR DAVID CROSS' DATED 07/09/20DO PREPARED BY HYMAN do
ROBEY AND APPROVED BY THE USACOE. NO LAND DISTURBANCE
SHALL OCCUR WITHIN THE WETLAND LIMITS.
LEGEND
PROPERTY LINE
- — — — — — — — — - OVERHEAD ELECTRIC POWER
---------- RIGHT OF WAY
-- -- ----- - - - - -- 404 WETLAND LIMITS
EXISTING TOP OF BANK
-- - - - - - - EXISTING CONTOURS
5 PROPOSED CONTOURS
EXISTING DITCH
PROPOSED DITCH
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
LIMITS OF DISTURBANCE/CLEARANCE
DRAINAGE AREA 1
--SFFF SILT FENCE
EXISTING WOODS LINE
WETLAND AREAS
EXISTING UTILITY POLE
EXISTING FIRE HYDRANT
CHECK DAM
EXISTING ASPHALT
PROPOSED ASPHALT
FUTURE IMPERVIOUS (BY OTHERS)
FLOW DIRECTION
LOT 4 I
RUSSELL TWIFORD W
COMMERCIAL SUBDIVISION mob
I N/F
ITT I I CLARA BEALS LEE
N497C 6 -" t' I
/`/ , D.B. 259 PG. 577
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EX. 24' RCP 2I
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CULVERT III
I I I I I I I
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APPROX. LOCATION
:I STING DRIVEWAY
LVERT II
I I
EXISTING TREES I 'I
TO BE REMOVED
I I
I I I I I I
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LOT 2 I I I l
RUSSELL TWIFORD
(MERCIAL SUBDIVISION
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1N FSET
1 inch = 20 ft.
SOLUTIONS FROM THE GROUND UP
i 5-0 US Hwy 158 E.
PO Box 339
Camden. NC <?
25c 8 2 3
nwvrr:,3in?-vc n
SEAL
lie
ROSABELLE
COURT
ROADWAY
DESIGN
COURTHOUSE
TOWNSHIP
CAMDEN
COUNTY
NORTH
CAROLINA
PERMIT DRAWING ONLY
KEY PLAN:
Project #:
080256
Drawing #:
080256 - roadway
Drawn:
KLH
Checked:
KDH
Approved:
SCR
Date:
06/30/09
Sheet #:
3/6
Scale:
1" = 20'
REVISIONS:
NUM. DATE
DESCRIPTION
SHEET TITLE:
Grading Plan
SHEET NUMBER:
3
A I

VICINITY MAP
NTS
SITE DATA:
1. OWNER/DEVELOPER:
RUSSELL TWIFORD
2125 RIVERSHORE ROAD
ELIZABETH CITY, NO 27909
[phone]
2. PROPERTY IS ZONED HC & 1-1
3. SITE COVERAGE BREAKDOWN FOR DRAINAGE AREA:
WITHIN DRAINAGE AREA
PROPOSED PAVEMENT 19.066 SF
FUTURE IMPERVIOUS 5,287 SF
OPEN SPACE 46,716 SC
TOTAL DRAINAGE AREA 71.069 SF
PERCENTAGE OF IMPERVIOUS COVERAGE 34.27%
OUTSIDE OF DRAINAGE AREA
PROPOSED PAVEMENT 1,268 SF
TOTAL PROPOSED IMPERVIOUS AREA 25.621 SF
4. THIS PROPERTY IS LOCATED ENTIRELY IN FLOOD HAZARD ZONE 'AE'
ON PANEL 37208935WJ DATED OCTOBER 5, 20D4.
BASE FLOOD ELEV - 5.2' NAVD BASED UPON CAMDEN COUNTY
FLOOD INSURANCE STUDY AND THE COASTAL STILLWATER TABLE
FLOOD ZONES ARE SCALED FROM F.I.R.M.
FLOOD ZONES ARE SUBJECT TO CHANGE BY FEMA.
5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION WAS
OBTAINED FROM THE RECORDED PLAT ENTITLED, 'MINOR COMMERCIAL
SUBDIVISION FOR RUSSELL TWIFORD' DATED 10/02/2008 RECORDED
IN PC 6, SUDE 117.
6. DISTURBED AREA FOR THIS DEVELOPMENT WILL NOT EXCEED 6 ACRES.
7. ELEVATIONS BASED ON NAVD 88.
MONUMENT 'W 176' ELEVATION - 3.75
B. TYPE OF SOILS ONSITE:
AUGUSTA, DOROVAN, MUNDEN, STATE, AND TOMOTLEY
LOT 4
RUSSELL TWIFORD
COMMERCIAL SUBDIVISION
0
0
0
LOT 2
RUSSELL TWIFORD
COMMERCIAL SUBDIVISION
LEGEND
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
PROPERTY LINE
— — — — — — — — — — OVERHEAD ELECTRIC POWER
0
— RIGHT OF WAY
EXISTING UTILITY POLE
EXISTING ASPHALT
GRAPHIC SCALE
(IN FEW )
1. inch = 20 fG
m
SOLUTIONS FROM THE GROUND UP
150 US HvYy 158 E
PO Box 339
Camden, NC 27921
12521338-2913
/252i 338-5552 fax
v,.Nw iymanrooey.c0m:
I_ioErse C. 5098
r SEAL T_ s
ROSABELLE
COURT
ROADWAY
DESIGN
COURTHOUSE
TOWNSHIP
CAMDEN
COUNTY
NORTH
CAROLINA
PERMIT DRAWING ONLY
KEY PLAN:
Project #:
080256
Drawing #:
080256 - roadway
Drawn:
KLH
Checked:
KDH
Approved:
SCR
Date:
06/30/09
Sheet #:
4/6
Scale:
1" = 20'
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
Striping Plan
SHEET NUMBER:
4

0
0
0
0
0
V
a
0
0
0
0
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CLEAR WOODED AREAS.
4. CONSTRUCT DETENTION POND. EXCAVATION SHALL BE COMPLETE PRIOR TO
INSTALLATION OF OUTFLOW STRUCTURE.
5. INSTALL NEW DITCHES.
6. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
7, INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED ROAD LANE.
8. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
9. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN
DEPTHS,
10. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES AND
REPAIR AS NECESSARY.
It ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID JOINTS. WHEN THE JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM
OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT
TO THE BOTTOM OF THE TRENCH. FASTEN THE WARE REINFORCEMENT, THEN THE
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES
SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A
MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS. RE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
WA
STRENGTH AND A 6 MONTH UV PROTECTION RATING.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES
6" X 32" WIRE FENCE
FILTER FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
FLOW
UPSLOPE
T8" MINIMUM
2r-0"
TYPICAL DITCH OR SWALE
NTS
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCHING
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS
OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
8" BLACK ZIPTIE OR
ALUMINUM TIE WITH
UV PROTECTION
STEEL FENCE POST
5' - 0.85 LB. FT. T-TYPE
SILT FENCE DETAIL
NTS
SEEDING & MULCHING
STEEL POST
24
MAX. HEIGHT
``0
•- • • ••" .•
I•
MENEM
I■■■■■■■■■■■\101i■■■■■■■■■■■■\i
■■■■■■■■■■■■■■��■■■■■■■■■■■■■�
a■■■■■■■■■■■■��■■■■■■■■■■■�:
.■■■■■■■■■■■
■■■■■■■■■■■��
■■■■■■
I■■■■■■■■■■■■■�
■■■■■■■■
■■■■■■■■■■■■I
50'
R/W
CUL-DE-SAC DETAIL
NTS
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT, SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION "THIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
CFFDIN MIXTURE RATE (LF/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
S DINFF G DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
SECTION
SEEDING SCHEDULE
TOF
LAYER OF #5 -
WASHED STONE
TOP OF DITCH BANK 12" THICK
BOTTOM OF DITCH
PROFILE LCLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/3 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
150 US Hwy 158 E.
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE
50' X 20' X 6" DEPTH MIN.
PO Box 339
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO
BE PROVIDED.
Camden, NC 27921
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
MUD
[phone]
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
[phone] fax
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL
BE REMOVED IMMEDIATELY.
www.hymanrobey.com
License C-0598
,NPy
POPO
�LP� RP�O
CD
Q�
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
CLASS B EROSION CONTROL STONE
STONE DEPTH = 24"
PIPE
NTS
TOP OF BANK
r y y
4
" 1
Z
4 Q
4 4Oy F
�
OI 4 iy 4 W
Q
J
W
y y
W
5
" 4
a
of
�IQ� fZ
4 4
"
TOP OF
BANK
18,
DITCH BOTTOM
EROSION CONTROL STONE
EPTH TO FLUSH WITH
DF DITCH
.. WOVEN GEOTEXTILE FABRIC
GEOTEX 801 OR APPROVED EQUAL
ROCK ENERGY DISSIPATER
NTS
SEAL
18`a5
....
•••C.BRtp`•-`��.
ill
ROSABELLE
COURT
ROADWAY
DESIGN
COURTHOUSE
TOWNSHIP
CAMDEN
COUNTY
NORTH
CAROLINA
PERMIT DRAWING ONLY
KEY PLAN:
Project #:
080256
Drawing #:
080256 - details
Drawn:
KLH
Checked:
KDH
Approved:
SCR
Date:
06-30-09
Sheet #:
5/6
Scale:
NTS
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
Construction
Details
SHEET NUMBER:
5

PERMANENT POOL
1p'1 SLOPr ELEV. = t50
ELEV. = -4.00
ELEV. = -5.00
POND BOTTOM
WET BASIN CROSS SECTION
NTS
5' ABOVE PERM. POOL
RIP RAP PAD
FINISHED
GRADE 1 20 CLASS B EROSION
CONTROL STONE
TOP ELEV. = 2.00
ELEV. = t3.50
';ZZ710 YR=2.58
INLET ELEV. = 1.50
WEIR INLET ELEV. = 2.25
PERMANENT WATER SURFACE CLASS BSTONE —
ELEV. = 1.50
6" SCH 40 PVC PIPE,
J
FEMALE ADAPTER &
THREADED PLUG
6" SCH 40 PVC TEE
THREADED PLUG WITH
1.5" DIA. HOLE
DRILLED THROUGH
5' ABOVE PERM. POOL
10:1
\ �
'S
1' SEDIMENT STORAGE
t
PERMANENT
WATER SURFACE
ELEV. = 1.50
ELEV. --1.50
BOTTOM ELEV. =-2.50--
CLASS B EROSION
CONTROL STONE
FOREBAY AREA CROSS SECTION
NTS
«4
9 "
157 WASHED STONE
DRAWDOWN DEVICE-
SCH 40 PVC PIPE
& FITTINGS
B EROSION
)L STONE
TATED FLLT
�� ER
SEE SHEET 2
FOR ROUTING OF
DRAWDOWN DEVICE
6" SCH 40 PVC
(LENGTH AS REQUIRED) CROSS SECTION PRIME WTH CLEAN METAL
PRIME & PAINT WITH 2 PART
20"X20"X3" THICK BLACK EPDXY (TYP)
CONCRETE PAD
FINISHED GRADE
OUTFLOW STRUCTURE
NTS
8"
e'
12" THICK LAYER
CLASS 8 STONE
FINISHED
E.
�10' VEGETATED SHELF
5' BELOW PERM. POOL
END
AREA
BOTTOM ELEV. _ -5.00
n
N
1' SEDIMENT STORAGE
3.5)
INSET A (TYP)
NTS
1/2- 0 ROUND
BARS 3" O.C.
1/4" X 6" FLAT PLAT
FRONT VIEW
SEE INSET A
Mill
FINISHED GRADE
VEGETATED FILTER
SHALLOW WATER PLANTING ZONE
(SEE DETAIL ON SHEET 7)
DETENTION POND DIMENSIONS
NTS
WEIR ELEV
DENSE GRASS
FLAT BOTTOM
SV00-S
VEGETATED FILTER
NTS
ELEV. = 2.25
I.DO'
HYMAN
ROBEY
SOLUTIONS FROM, T = GROUND' i.JP
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
SEAL
C. 110
4nnals
ROSABELLE
COURT
ROADWAY
DESIGN
COURTHOUSE
TOWNSHIP
INFLOW CAM D E N
COUNTY
NORTH
CAROLINA
PERMIT DRAWING ONLY
KEY PLAN:
Project #:
080256
Drawing #:
080256 - details
Drawn:
KLH
Checked:
KDH
Approved:
SCR
Date:
08-17-09
Sheet #:
6/7
Scale:
NTS
REVISIONS:
NUM. DATE
DESCRIPTION
1 08.17.09
Modified weir per
drainage analysis
2 10.15.09
Revised per
NCDENR
SHEET TITLE:
Pond Details
SHEET NUMBER:
6

30' TYP
EXCELSIOR MATTING
A 6'
i
. •
�10�101101�
—III—III—III—I I I
IIIIIIIIIIIIIIIIIIIIIIII
PERENNIAL PLANTING
NTS
SHALLOW LAND PLANTS BOTANICAL
I& CL CHASAMANTHIUM LATIFOLIUM
a CC
AMP HC
SG
LC
SHALLOW WATER PLANTS
• AS
-IF IB
OPP
SC
SB
Al (7)
3:1
CONOCLINIUM COELESTINUM
HIBISCUS ARNOTTAINUS
SET PLANT AT
�- ORIGINAL DEPTH
LARGE PLUGS
�- (4.9-7 CUBIC
INCHES)
AMMEND SOIL AS
SPECIFIED
EXISTING SOIL
I.III
COMMON
RIVER OATS
WILD AGERATUM
WHITE ROSEMALLOW
SACCHARUM GIGANTEUMAND ALLIES PLUMGRASSES
LOBELIA CARDINALIS
BOTANICAL
ACORUS AMERICANUS
IRIS VIRGINICA
PONTEDERIA CORDATA
SAURURUS CERNUUS
SPARGANIUM AMERICANUM
PLANT SCHEDULE
(7)
2.5' W
VEGETATED 2 5'
SHELF (10: 1)
25• • • •
NORMAL POOL
ELEVATION
3:1
•
CONTOURS
® 3:1
CARDINAL FLOWER
COMMON
SWEET FLAG
BLUE FLAG IRIS
PICKEREL WEED
LIZARD'S TAIL
BUR-REDD
STORMWATER VEGETATION FOR WET
DETENTION BASINS
THE CONTRACTOR SHALL INSTALL VEGETATION
IN THE SPECIFIED ZONES FOR WET DETENTION
BASINS. THE HYDROLOGIC ZONES OF
IMPORTANCE FOR A WET BASIN CONSIST OF
THE UPLAND AND THE TEN FOOT WADE
VEGETATED SHELF THAT IS CENTERED ON THE
PERMANENT POOL ELEVATION. THE UPLAND
IS THE AREA ABOVE THE VEGETATED SHELF
THAT IS INTENDED TO RECEIVE LITTLE OR NO
INUNDATION. THE VEGETATED SHELF IS
BROKEN INTO TWO DISTINCT REGIONS: 1)
THE CONSTANTLY INUNDATED SHALLOW WATER
ZONE (0- TO 6" BELOW NORMAL POOL), AND
2) THE SHALLOW LAND OR TEMPORARILY
INUNDATED ZONE (0' TO 6' ABOVE NORMAL
POOL).
SOIL PREPARATION
1.THE CONTRACTOR SHALL OVER -EXCAVATE
THE UPLAND AREA BY 6' AND THE
VEGETATED SHELF AREA BY 12°.
2.THE UPLAND AREA SHALL BE BROUGHT TO
GRADE BY PLACEMENT OF 6' TOPSOIL
AMENDED PER THE SEEDING AND MULCHING
SPECIFICATIONS PROVIDED. WHEN PLACING
FERTILIZER, CARE SHALL BE USED TO LIMIT
PLACEMENT TO THE UPLAND AREA. SOD
SHALL BE INSTALLED ON THE UPLAND
SLOPE.
3, THE VEGETATED SHELF SHALL BE
BROUGHT TO GRADE BY PLACEMENT OF 12'
AMENDED SOIL. SOIL SHALL BE AMENDED
AND TESTED TO VERIFY THAT SOIL PH IS
BETWEEN 5.5 AND 6.5 WITH A MINIMUM OF
5-10% ORGANIC MATTER. SOIL PH CAN BE
INCREASED BY ADDING LIME OR DECREASED
BY ADDING IRON SULFITE. COMPOST CAN
BE ADDED TO INCREASE ORGANIC MATTER.
USE OF PEAT MOSS IS NOT RECOMMENDED.
TESTING CAN USUALLY BE PERFORMED
THROUGH THE LOCAL COOPERATIVE
EXTENSION OFFICE.
4.IMMEDIATELY UPON COMPLETION OF
GRADING ACTIVITIES, INSTALL EXCELSIOR
EROSION CONTROL MATTING AND
PLANTINGS. IF SITE IS NOT COMPLETELY
STABILIZED, INSTALL SILT FENCE AROUND
UPLAND PERIMETER AS NECESSARY TO
PROTECT THE POND FROM RUNOFF FROM
UNSTABILIZED AREAS.
PLANT INSTALLATION
1.PLANTS SHALL BE INSTALLED WITHIN 14
DAYS OF COMPLETION OF GRADING
ACTIVITIES MEN PLANTING DATES
CORRESPOND. FOR BEST RESULTS,
SHALLOW WATER PLANTINGS SHOULD BE
INSTALLED BETWEEN APRIL 1ST AND JULY
15TH. AT NO TIME SHOULD SHALLOW
WATER PLANTS BE INSTALLED BETWEEN
OCTOBER 1ST AND MARCH 1ST. A PARTIAL
CERTIFICATION CAN BE FILED WITH NCDENR
WITHOUT INSTALLATION OF THE SHALLOW
WATER PLANTS TO INSURE THAT THEY ARE
PLANTED AT THE PROPER TIMES. SEE
ACCEPTABLE RECOMMENDED SPECIES LIST
BELOW. THE OPTIMAL DATES FOR
INSTALLATION OF SHALLOW LAND
PLANTINGS IS BETWEEN APRIL 1ST AND
AUGUST 31ST ; HOWEVER, SHALLOW LAND
PLANTINGS CAN BE INSTALLED THROUGHOUT
THE YEAR. SEE ACCEPTABLE
RECOMMENDED SPECIES LIST BELOW.
2.PLANTS SHALL BE INSTALLED IN
ACCORDANCE WITH THE PERENNIAL
PLANTING DETAIL, PLANT SCHEDULE AND
TYPICAL PLANTING LAYOUT PROVIDED. IF
THE SPECIES SPECIFICALLY CALLED FOR IN
THE PLANT SCHEDULE ARE NOT AVAILABLE,
THE FOLLOWING ARE ACCEPTABLE
RECOMMENDED SPECIES.
FOR PERMANENT SHALLOW LAND ZONES
(0'-6" ABOVE NORMAL POOL) THE
FOLLOWING MAY BE USED AS
SUBSTITUTIONS:
• CAREX ALBOLUTESCENS, CRINITA,
LUPULINA, LURIDA, AND TRIBULOIDES
• CHELONE GLABRA (WHITE
TURTLEHEAD)
• ASCLEPIAS INCARNATA UCE BALLET -
(ICE BALLET SWAMP MILKWEED)
• EUPATORIUM FISTULOSUM (JOE PYE
WEED)
• HELIANTHUS ANGUSTIFOLIUS (SWAMP
SUNFLOWER)
• HIBISCUS COCCINEUS AND
MOSCHEUTUS (ROSE MALLOWS)
• JUNCUS EFFUSUS AND CORIACEOUS
(RUCHES)
• KOSTELETSKYA VIRGINICA (SEASHORE
MALLOW)
• LOBELIA ELONGATA (CARDINAL
FLOWERS)
• SCIRPUS CYERINUS (WOOLGRASS)
• PYCNANTHEMUM TENUIFOLIUM
(NARROWLEAVED MOUNTAINMINT)
• RHYNCHOSPORA COLORATA AND
ALLIES (WHITE -TOP SEDGE)
• VERONIA NOVEBORACENSIS (COMMON
IRONWEED)
10' 10' 10' 10'
(7) HC (7) LC (7) VN (7)
L-IB (7) r rPP (7) �SG (7) r rs8 (7)
I I 1 1 1 TYP.
4f o a
STORM WATER CONTROL BASIN
TYPICAL PLANTING LAYOUT
NTS
WET DETENTION BASIN PLANTING DETAIL
FOR PERMANENT SHALLOW WATER ZONE
(0--6- BELOW NORMAL POOL) THE
FOLLOWING MAY BE USED AS
SUBSTITUTIONS:
• CLADIUM JAMAICENSE (SAWGRASS)
• ECHINODORUS SUBCORDATUM
(CREEPING BURHEAD)
• PELTANDRA VIRGINICA (ARROW ARUM)
• SAGITTARIA IANCIFOLIA (BULLTONGUE)
• SAGITTARIA LATIFOLIA (DUCK POTATO)
• SCHOENPLECTUS TABERNAEMONTANI
(SOFTSTEM BULRUSH)
• SCIRPUS AMERICANUS AND ALLIES
(THREE -SQUARE)
• ZIZANIOPSIS MILIACEA (WATER MILLET)
&APPLY A SLOW RELEASE FERTILIZER TO
EACH PLANT AS IT IS INSTALLED. DO NOT
BROADCAST FERTILIZERS OR FERTILIZE
AFTER INSTALLATION IN THE AREA OF THE
VEGETATED SHELF. SLOW RELEASE
FERTILIZERS SHOULD FEED PLANTINGS FOR
A MINIMUM OF 8-9 MONTHS, 12-14
MONTHS IS PREFERRED. A 17-5-11
FORMULA IS RECOMMENDED, BUT CAN
VARY. PHOSPHORUS CONTENT SHALL BE
LESS THAN 10%
OWNER MAINTENANCE
1.THE PROPERTY OWNER SHALL INSURE THAT
THE WET DETENTION BASIN IS MAINTAINED
ACCORDING TO THE OPERATION AND
MAINTENANCE AGREEMENT FILED WITH
NCDENR. TO INSURE THE SURVIVABILITY OF
THE WETLAND VEGETATION, SPECIAL
ATTENTION SHOULD BE PAID TO THE
OUTFLOW STRUCTURE AND DRAWDOWN
ORIFICE. CLOGGING OF THESE DEVICES WILL
CAUSE WATER SURFACE ELEVATIONS TO BE
ELEVATED FOR EXTENDED PERIODS OF TIME
CAUSING INUNDATION LEVELS THAT ARE
UNACCEPTABLE FOR THE SPECIFIED PLANTS.
2.WEEDING SHALL TAKE PLACE WITHIN THE
FIRST TWO YEARS TO ASSURE THE BASIN
ISN'T OVERRUN BY SUCH UNDESIRABLE
VEGETATION AS CATTAILS.
3.FOR TWO YEARS AFTER PLANTING, DURING
THE OPTIMAL PLANTING SEASON OF APRIL
1ST AND JULY 15TH, ANY PLANT THAT DID
NOT SURVIVE THE PREVIOUS WINTER SHALL
BE REPLACED.
REPEAT AROUND BASIN PERIMETER
WITH 10' BREAKS AT BULKHEADS
AND BASIN ACCESS POINTS
UPLAND ZONE
SHALLOW LAND ZONE (0--6-
ABOVE NORMAL POOL)
SHALLOW WATER ZONE (0--6-
BELOW NORMAL POOL)
DEEP POOL ZONE
90LUTiONS FRO%A, Tr—.-- f---: M
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
t SEAL ` ' -
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i
ROSABELLE
COURT
ROADWAY
DESIGN
COURTHOUSE
TOWNSHIP
CAMDEN
COUNTY
NORTH
CAROLI NA
PERMIT DRAWING ONLY
KEY PLAN:
Project #:
080256
Drawing #:
080256 - details
Drawn:
KLH
Checked:
KDH
Approved:
SCR
Date:
10-14-09
Sheet #:
7/7
Scale:
NTS
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
Pond Planting
Details
SHEET NUMBER:
7