SW7971119_APPROVED PLANS_19980115

STORMWATER. DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
sw 79 7 I. l/2
DOC TYPE
❑ CURRENT PERMIT
t APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

1EX.-DIT. INV. 16.2 0.0 171
RESIDENTIAL
jo
/ i;
PAP
TRACT 2
VACANT
R-20
STA. 0+00 MIDDLESBROUGH LA.
CL ELEVATION SHALL MATCH
EXISTING COKE AVENUE
fi
lEX. DiT. INV 12,00
A
EXISTING CULVERT1
TO BE REMOVED I
N I 'F
CHOWAN VENEER COMPANY, Inc,
P.B. 3, PG 80
16
17
AVE. LQ,
4E 14
15�; 18
ASHTON DR. - HIGH POINT
TC ELEV. 15,45
14
STA 1450 Wi V f3:1RNF IN
HIGH POINT
TC ELEV. = 15.65
TQ IF
STA. 15+50 ASHTON DR
TC ELEV. = 15-15
20
38 21
STA. •15+10,42 ASHTON QPI� N/F
4E VALLEY FLUME
4TC ELEV = 14 75 BLOUNT
INV, ELEV 14.43
2
N/F
2_3
pp F BLOUNT
D.B. 14, PG. 564
"24
N/F
F. BLOUNT
25 D.B. 24, PC. 46
STA, 12+60 ASHTON DRI
TC ELEV. = 13,30
N/F
E. JONES
D.B. 14, PG, 568
4'
N/F
HATHAWAY
D-B- 132, PG. 176
N/F
HATHAWAY
D.B. 226, PG 208
IVALLEY FLUME OWNER/DEVELOPER; COLONIAL VILLAGE GROUP, INC
131 P.O. BOX 2232
66
/ / ELIZABETH CITY. NC 27906
ITC V. 1 63
DIT. INV. 1110 133 [phone]
135
61 6 4
128 LEGEND
130 4v
132
EXISTING GRADE
F�IAI� q+2�� ASHTON RIE 24
CMP 59 tJ.5 EXISTING CONTOUR
JEX. DIT. INV. 12�50 INV. 10 85
0 INV. PJT 10,70 134 Z 36 ti. 5 PROPOSED CONTOUR
STA. 0+50 ASHT
101,
STA. 0+00 ASHTON DRIVE CL ELEV 13.85 136 EXISTING SEWER MANHOLE
CL ELEVATION SHALL MATCH
EXISTING FENCE
1EXISTING COKE AVENUE 57 _e
37 DRAINAGE FLOW DIRECTION
STA_ 6+75 ASHTON DRIVEEXISTING DITCH
0 TC ELEV. - 11.55
5
STA. 2+75.21 BRIDGETOWINE AVE.
STA- 2+99-54 ASH TON DRIVE PROPOSED DiTCH/SWALE
CL ELEV. = 11.60 5
AT 38 BENCH MARK
53 PROPOSED CURB INLET 55 PROPOSED CURB INLET
M ELEV. - 11,30 RIM ELEV. 10.7
V. ELEV. - 9,20
INV. ELEV. 8.60
�4
(YC
47
PROPOSED CURB INLET 39
RIM ELEV. = 11.0
INV. ELEV - 8.90
[STA. 2+61.21 BRIDGTOWNE AVE. L
CMP VALLEY FLUME a" C
8 ELEV, - 11-55 - - 60 LF
.6
18' CMP'S N;'F
52
TBM RIM SMH;;
CILLAM WOOD
RIM ELEV. 13.7
2C�
STORMWA R
49
51 FLUME
FOREBAY
14 44' %
4.13 AREA
0 STA. 0+20 FREEMASON ST.1
0., 60 LF 24' CMP
4. INV, IN - 10-10
4
A
"i n1 Or - 0 CI 9; f.
50
4. 8
Z
DETENTION POND ,
46 PP ELEV. 8.00
12.80 6' WOE VEGUATION
C5 SHELF 0 6-1 SLOPE
TC LEV, I
OUTFLOW
-STR CTIURE!
jk�/Z
APPROVED
allRM DENTAL 3. 6
commam
QUAUff
FOR SEDIMENTATION AND EROSION CONTROL
z
FT MEASURES AND BOUNDARY INFORMATION, SEE
7-27
AM -
Mumma• PLANS BY BENCHMARK SURVEYING SERVICES, P.C.
Al
GRAPHIC SCALE
a 0 30 60 120 240
13 - 120 LF 24" CMP
IN FEET RIP -RAP .. AP - EROSION
1 inch = 80 ft. 4— EXISTING DRAINAGE
CONTROL STONE I
DATE DRAWN 06-09-1"8 REVISED CUL-DE-SAC GRADES. ADDED KOH
ST01"o-IMWATERD MANAU"EMENT P-LAN 05-15-1998 XDH RIP -RAP APRONS AT POND INLET$ I
CHECKED APPROVED /Z
FOW R RO-o'l-EFY ASSOCIATES
SCR SCR ED
SCALE DWG ENCINEERIMC
rn
rn
AL
`�OLON�AL LLA"' E 1
I" - 60' 641100 1
RECEIVED CONSULTING ENGINEERS'
WASHINGTON OFFICE PROJECT NO.
FIRST TOWNSHIP
K 529 SOUTH RWHES BtVD,
641
ELIZABATH CITY NORTH CAROLINA 27909
CHOWAN COUNTY IJUN I 1 19"
SHEET (252) 335-fo-88
NORTH CAROLINA IL IL 1 OF 2 A TE DESCRIP TION BY
C:\DWGN\64lt00 Tue Jun 9 09:52:01 1998
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�ap2
I ,
f C.I. F k G. T D€--540 03 BY CAPITOL FOUNDRY OF
VA_ INC., OR EQUAL, HEAVY DUTY CASTING;
TOTAL WEIGHT = 550 LBS.
� R!M ELEV. --1 Cti.1 �
j (SEE PLANS)
to I CORBEL MASONRY AS REQ'D FROM Gn
N�
j I FULL DIM'S OF RISER BARREL TO
< INSIDE DIM'S OF FRAME. CORBEL O 4y
w T I OR CONE SECTION MAY BE ECCENMC.
Ad
I o rx NOTE: ALL MATERIAL AND INSTALLATION TO
I 25" R NOSE DOWN 6" CURB L �' MEET MIN. SPECIFICATIONS OF NCDOT " `� U
5" THICK — 3000 PSI I 6 1/2" BEGINNING 8" FROM E ? STANDARD SPECIFICATIONS FOR ROADS il
CONCRETE FLUME D I
END OF FLUME wa AND STRUCTURES', LATEST EDITION. h.
5 ( A A ¢ vo
a C SECTION a bi
bi
. 4" • +�. ASPHALT ( .^ 1o, D T ` Q C.I. STEPS FOR INSIDE CZ). '►, 1 d I AS SHOWN
+, r �+ ... ` s ► BASE COURSE I D 3/4" -� 7" 30" ``� DEPTH GREATER THAN 4'
w
1> 1 FC - Fr •.
► a 4 Q f } I INSIDE DIMENSIONS:
BC
FC FIORDS INNER, W/
/ / p TI L SHALL BE EQUAL TO THE
CONCRETE -- S OPE - LARGEST CULVERT DIAM. PLUS
ULVERT `NVERT
16" IN EACH DIM-
EAR 24„ 8" SEWER BRICK MASONRY (SOLID)
PLAN VIEW EE
SET MASONRY WALL FLUSH
I W/ BELL END OF CULVERT
! 6'-
�— 3e"
3"R SEE PLANS FOR \VWWVWWWIIIJIJIIi/��,,� 43"R
ST®6�MWAY'ER VALLEYFLUME a 6 6 a CULVERT T> ©E & slz
\\��� �'�
NTS \ \ \ ify1�: Qk?T ••
�} �j q p j��J �O � jJ }�'(� �} Rj}7-�W VALLEY U GUTTER 11 l�lfli 12" SEE PLANS FOR SLOPE
I / Q
fi • i NTS I , _ U. -
' j SECTION VIEW 3000 PSI CONCRETE FOOTING U)
W/ 6x6xiD/10 W11YI,I
i COMPACT sieGRADE TO
hTO WA ER FLUME
eWNIC L95% Of
AsTM D ssa �� �rrrllllll►s+E���`��i\
NTS CURB INLE7
NTS =
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EROSION CONTROL MEASURES z
O
j} a
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRM£NTS OF THE EROSION
i AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL SEEDBED PREPARATION �
i J o
s,> MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE MA-kICH ARE DISTURBED OR U
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30 THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS j
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS, THE TO BE SEEDED, UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING SEEDING ;-ND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE MATH THE CLODS SI-ALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY CONSTFUCTION SEQUENCING s
THE USE �)F PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN U v1
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL THE SOIL .S FROZEN OR EXTREMELY WHET
Obi
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE I i
` RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH 1S INTENDED TO SERVE ONLY AS A 1. :NSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE EROSION CONTROL PLAN)
TOP WIDTH VARIES GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND LIMESTONE. FERTILIZER., AND SEED 4 2, 'NSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING f
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE OFF SITE SEDIMENTATION Q
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS, IMES'014E, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPAIiA 10N. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED 3, F:LL rHF EXISTING FIELD DITCHES. cur NEW SWALES AND DITCHES
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS. IT IS WIUCI't ED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE, PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKE 0p q N,-;_� THE REMAINING SEDIMENT ANU EROSION CONTROL FRCTEC ,Cni Z OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
EXISTING GROUND - - _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED. OR DRAGGED AS
j\�' TO COVEF THE SEED NTH A LAYER OF SOIL- 5 INSTA__ THE STONE BASE AND ASPHALT FOR THE PROPOSED STREET.
DEPTH! SEEC THE DISTURBED AREAS N SUCH A MANNER T4AT NO AREA WILL
VARIES 3•� 51- SEEDING SCHEDULE RLMAN DENUDED FOR MORE THAN 30 DAYS
MULCHIN_� � O t'
SEED MIXTURE RATE OPTIMUM PLANTING DATES ALL SEEDED AREAS SHALL 8E MULCHED GRAIN STRAY! MAY BE USED AS MULCH AT ANY TIME GF TOE' M01v}` " R AND MAINTENANCE THE INSTALLED EROSION CONTROL MEASURES 0�, ji 0
GRADE POINT I YEAR V_LCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING CARE SHAI =�_PA':R AS NECESSARY Q Q
j BE TAKEN. AS TO PREVENT DISPLACEMENT OF SOIL OR SEE FROM THE SEEDBED AREA DURING MULCHING
OPERATIG'.S MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER AN ACCEPTABLE 5 :, • E ._;,ETA7()N IS ESTAB°LISIiED REMOVE Ti~E CONTRCX DEVI,CES-
1 KENTUCKY 31 FESCUE 5 #/1000 SF MAR 15 - MAY 1 APPLICA';,N WILL BE THAT WHICH WILL ALLOW SOME 54JNLIGHT TO PENETRATE ANC AIR TO C!RCULATE BUT
Y AUG 15 - OCT. 15 ALSO P-APTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE °' I $ F
2. COMMON BERMUDAGRASS 2 Ili/1000 SF MAY i - JUNE 30 I Fw ! 0
;HULL ED) i MAINTEN. ONCE v N
j I AREA;; WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
3. PEARL MILLET 2 #/1000 SF MAY 1 -- OCT 1 II CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO AN!,
TYPICAL DITCH CIRRO SWALE I I CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY
NTS
I � 4. FESCUE 5 #/1000 SF OCT, 15 -MAR. 15 I
I I
i
L
10 YR = 10,26 INLET
_ ELEV. 9.08
INLET ELEV. 8 00
FOREBAY AREA TO BE PLANTED AS MARSH �
CLASS B STONE I �
RIP RAP PAD I COMPLETELY cpl
BARRELS
TOP ELEV. 8.2 PERMANENT j SURROUNDS RISER
WATER SURFACE 3 - 24" CMP
EXISTING GRADE 20' ELEV. 8.0 PERMANENT
WATER SURFACE 4" INVERT = 8.00
EARTH WEIR ACROSS ELEV. - 8-00
1 t' END OF FOREBAY AREA
EXISTING GROUND
`( u
\\ o I 6" SCH 40 PVC TEE Q Q 4 Q \\/ E E PLACEDMIDWAY BETWEEN I
THREADED PLUG Q / �\/� STRUCTURES AND SPACED _ PERMANENT POOL ELEVATION = 8,0
— -
/ �/ %/\����� ���/��i • / - ---- - - - -
18" APART Q m tea.
MARSH VEGETATION BOTTOM ELEV. 5.0 \\ • �\ /\\ /,57 WASHED STONE
6� 1 SLOPE ( � � ®�
DRAWDOWN DEVICE- 6' VEGETATED SHELF & 0 0
6" GALV, STEEL PIPE DAF
XA & RTiiNGS, ATTACH
BOTTOM ELEV. 3.0 I THREADED PLUG WITHVA/A A TO RISER POND BOTTOM-ELEV. _ 3.0 0 Z
3-3/4" DNA. HOLE /
DRILLED THROUGH � �\ � INSTALL #5 BARS
12" ON CENTER CONCRETE BOTTOM AND TOP OF SRUCTURE
4' SHALL BE REINFORCED WITH = p` #4 REINFORCEMENT 0 O
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS
6' MIN. ' '+ SHALL NOT BE PLACED CLOSER THAN 3" TO ANYcc
��® EA �� e?������ja it A CLEARANCE 12" EXPOSED EDGE T CONCRETE. WALLS MAY BE n �� �����
( �"�N'��JJ 1 O ORNCASTCTED IN PLACE CONCRETE. 16" SOLID CMIi'S W/ [[ ))
NTS WEIR ELEV. 9.08 NTS
33" i i r ` I I
JJ 4" 24" CMP SHEET
s 14 Y 'I
•
� INN. ELEV. 8.00
�J
10' st DRAWWC AWN
OUTFLOW STRUCTURE DEVICE
NTS A �_DRAWDOWN �:ACTION A —A
DEVICE
a
aJ
---
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GENERAL PROJECT NOTES:
1) PROJECT NAME COLONIAL VILLAGE
RESIDENTIAL SUBDIVISION — PHASE , and 2
FIRST TWONSHIP, TOWN OF EDENTON, CHOWAN COUNTY, NC
2} DEVELOPER:
THE COLONIAL VILLAGE GROUP
P.O. BOX 2232
ELIZABETH CITY, NC 27906
[phone]
3 } PROJECT DESCRIPTION:
136 LOT, SINGLE FAMILY RESIDENTIAL SUBDIVISION (P—`U)
a) NEAREST RECEIVING STREAM:
QUEEN ANNE CREEK / ALBEMARLE SOUND (2 000•t)
5) CLASSIFICATION OF RECEIVING STREAM (ALBEMARLE SOUND). SC
6 } PROJECT AREA 23.3 Acres
7) IMPERVIOUS COVERAGE:
136 RESIDENTIAL LOTS 0 2,800 so. It / Lot = 380,800 sq tt
(See Typical Lot Detail)
27' BOC--BOC ROADWAY (3,115 L.F.) = 84,105 sq it
20' BOC—BOC ROADWAY (1.412 L F ' = 28,246 sq €t.
TOTAL IMPERVIOUS AREA = 493145 sq.1t.
NC' �
"EDENT-N LAS;
Wa'.ER TANK"
e, F
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' 1, ' 334; 5 w EIP
nl'
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OP
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RESIDENTIAL i 'f
I
N/F
i l H _;N'AN VENEER COMPAN r, inr.
7 P E3 3, PG 80
1 w
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I a 2 OpE
tv
4 I
W4Y) P_,
99
1 95 r v
19
14
r102-
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HYDRANTS - r 98 ti
96
94
8.3 —/ 86 I / -22
143 z
N/F
84 v r .3 F� BLOUN T
F ACT 0' ,`- r - r w / / _ D B. 14, PG 564
VACA0 log -� / / ,
r r
1p4
% �} 80 7- / F, BLOUNT
! r 1I _
t� _ ,/ /� i � � 14 / � %� ` ` T5 � � D,$. 24. PG 4F
a M
oe
t� „0 1 � o �� �78 zk �.
r 1'— �„ 1 ram• N/F
w j 1 I/ �_ / / E- JONES
1 / �- 76 D.8. 14, PG. 568
73
y '�.r .� / Rol F / 1 _ N/F --
115
' l 123 D P 132, PG 176
115 jr _ Sp4C� / HA jHA WAY `
D e 226, PG 208
124
122
�r ) In
I J. ,I3 1 i rC
i C i 1 rQ 31'
l / � 117
70
157
9.
0�- - 33
131
f i jf 1 133
34 VACANT
_ f � / m 64 y/ �` , R- 20
12
w j
128
/ 132 r �I *� I( 59
c� LA tab
55
38
39
52 r k 43 W,yy�.. +- +0 N/F
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:'n
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115
1
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!
TYPICAL RESIDENCE
AVERAGE C04RAGE = 2,8U0 S0. FT
!
PROPERT" LINE SWALE
r
3 SIDE SLOPES, 1' FLAT BOTTOM
AVERAGE. DEPTfy 1 5'
R''W�
& Dr0jr, _
£o�
R .
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en f
l
1-'rsrl ,
ROi1 jjrJpynl�`irla
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1 �1
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Mil
TYPICAL LOT DETAIL.
NOT 1'] SALE
m Li Y P m
X I uj
I
2' '-- 2 ASPHALT
RQAD CROSS-SECTION
(TWO *Ar STREETS)
NOT TO SCALE
mW rt
45' R/W
ASPHALT
LIP A:1 I AaE
{ t,. W. t l4
SLOPE
_P'N ALT
ROAD CR05S-SECTION
(ONE WAY STREETS)
NOT TO SCALE
\ CONCRETE VALLEY CUTTER
S" ABC
COMPACTED SUBGRADE
x
\ CONCRETE VALLEY GUTTER
6" ABC
-OMPA-TED SJ&B RARE
-� �► / i 42 a CLA4c A EROSION CONTROL STONE
RIP PAP L;NED iNLE T SWALE
TOP ,OF BANK. ELEVATION 13
Di�L.-,W SWALE cLEv 20"
INLET SWALE ELFV
i?tP RAP LINED / / RP RAC €.INFO t'VERFLG'1r SWALE
INLET SWALE _ _ _ _ _ _ _ _ Cf' BANK.
FLOW FROM VALLEY GUTTER —�— — — —' — — — — — _._. — .-- -- — '-' --_ -__ ... _._. _ -. _ —
/ _ -
\`. INFIE7R.ATION POND
35000 OD FLOPiF1L t.EV
AREA = NZS0 F1
E______
SEE AIL
STOPAC,E DEPtH - 0
} j ^�'-=0, r EIGTTOM ELEVAT;Jk _. ,p-j ---.---_.
S-H.H1T. ELEV a 5O
r�i 1 RIP RAP LINED
TRACT 5 ortRFLOW SWALE � INFILTRATION BASIN SECTION
4 5 VACANT rz� �� Nt r TO SCALE
r `� �j
iv
100
r& 3
��.e✓- bey a" � �
GRAPHIC SCALE
ao too moo
( Di FEET)
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