SW7060819_APPROVED PLANS_20100913

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW "764C'1l9
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

CURVE TABLE
CURVE
I RADIUS
I ARC UWGIH
CH BEARING
I CH. LENGT1d
DELrA
Cl
1 25.00
1 46.48
N S
4Q07
' 41 `
F'`rrFERENCE
L.B. 2428 PG. 635 - GARRIS - EVANS LUMBER COMPANY
C a. 2414 PG. 847 - GOLDSBORO STREET ASSOCIATES, LLC
L.B. 2401 PG. 676 - GOLDSBORO STREET ASSOCIATES, LLC
GARNER READ (N.C.S.R 1121)
(60' PUBLIC R/W, 20' PAVEMENT) o'
PPROXIMAIF LOCATION OF 6" WATERLINE
ZP_
PROXIMATE LOCARON OF 6" WATERLINE
W W W R CRAWN COUNTY U77LITY DEPT. Z+P
w w w w w w w
25. fi6 26.05 76.06 6.10 26. ZS T6 T9 26. ZB 26 a2
� .30 26.6J i,26.65 SEWER .�E12VlCE- _ _EP -•- ._ -- - �- �- �'._ ea �` Ea
e • _,,,,• 26.45 _•••_ 2e.62 - � 2s.�Y CITY OF NEW KERN) 2s.43 ,,,,,�•, ,,, 2s.sf - - zs.7f - - zs.7a � - 2s.so z6.n 05.6e � -
-EX. SEWER SERVICE VALVE ASSEMBLYGLM k/ 26. 74 '�� 2
^' ,- (SEE DFTAIL) 26.25 � 2659 26.42
^ -25.1J1 ^ 2 .00 28.14 2fi.30
2fi. 26.42 26:40
T5.85 26.04 26 f5 a 6. f 26.09 26, 26. 26.2.2 � 76.45
INV. � 21:41 --�_�. - -- •25�- .-_^ - - - - - 1i�'�4 -25'-��� >^ ,^ y '/ - -.`- '�6-.___,____---- - -, ----- ----•=•---.__� -.
_ _ _�' _ �! Z4 - �y _ c _
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Ex.
INV, 7240' 15 �' �� - _23. wJ -ZJ-2t --23------ � '23- - -!'x�� "". CLO �- _ _ __ _ _� _ CCO- --LJ-- -�_^� 7.9 E 22 �'P 2.8 -- J -` ^^ 22.7 r r
_ , ____z �2�2¢ .- ¢= - �24�1T-.�`��_��.�.��__�: w _____.�___ --24- - � _� ____ , - .-___===--_;,�W 2¢-_-_-.-_�-___ _ � -�N Ss�9.� ; %----�¢---�_�
"'" 25 = �.
T /sv - �� wwr - 25 W r _ 6� rl __ _ \ _ _ _ r _ - - sv INV = 2251 _ ,. T TSv �- +N &A, FES E.l.P. 5 4 1 2 p p
t 1 �3' _ _ - _ - - - _ - - �yM �/ 2s.5 - r INV. 22.51 i !N1/ = 72.91 INV. = 226i NG I NG I iNq / fEX. FES •
EX, FES ✓ ✓ _ _ _ ` -_ - - - _-2S�AYEJJ-CO17N7"r 7'011�1T 0� 3ERGI� ! I 1 1 I apf +NG ' INV. s 21.73 22.85 I E I INV 22.80 +
INV. 22.70 - -
=27�_� _ _---- --- E &SiteDida
Ncs r 1 I .? �_8' ' f T I -T T� I T! `P ` T--" f- I GCB I ¢ m i i `' _ APPROXIMATE LOCA iION OF�1 4 I N E 1 I N He 7
f I TOTAL ACREAGE IN SITE. 6.81 AG
I j �j f I j To 26. s I Law PRESSURE SEWER PER7 "� "� N TOTAL IMPERVIOUS AREA: 225,360 AC.
+ J��� ~ !N� 24.�7 11/ �a `� �" ;� 1� +24.7 OF NEW BERN GYS � k i I H N f �
r T TOTAL GRAVEL AREA: 106,471 S.F.
i I I I I I II ` -1• -.., I I I I l I I I 2�'. ss � Ex ,C�` I f NG
I 1 2774 TM J TfJ ,2682 TOTAL ASPHALT AREA: 72,312 SF.
EX. 1 PV 0 TER SERVICE I
- 2 . o0 1N t ��7 `� f j I I � 4 f £X. FES TOTAL CONCRETE AREA: 4,615 S.F.
t \♦ / INV. 22.90
+I EXISnNG LIGHT DUTY I N N TOTAL ROOF TOP AREA: 41,962 S F:
PAI�MENT THROUGHOUT .�` r� I I EX. HEAVY DUTY I FUTURE ADDITIONAL IMPERVIOUS AREA: 8,743 SF.
I 2d. i4 PARKING/bRIVE AREA 28.40 ~ �Q 27 7 �; l) i I I ASPHALT IN DRIVEWAY �rf ^tl 1 I &3+ k �5 +� cr1 BUILDING LOT COVERAGE 14.1X
2790 I (4 BUILDING HEIGHT IN FEET AND STORIES• 20 (1 STORY)
I € I I I I I I I I I I I I I •90 28.40 I I s a'J +Nc I +Na6 TOTAL NO. OF PROP PARKING SPACES- 41 SPACES (INCLUDES 2 HC)
25.91 jl I j I I� I I 1I1I ti l l i 1 i I PROVIDED PARKING = 41 SPACES
NC I I 28 0 28 20 11 N I i I
rzTc { � III 127.9 27. 0 27 g I I " I I •A `'' 3 REQUIRED HC PARKING = 1 SPACE (VAN ACCESSIBLE)
LP I ry:, !•, • C� • , • r ;' , A, }i i I I 4 f 1 I I k TOTAL SQUARE FEET OF i.MPERWOUS AREA: 23,l fl3 5.F. (79.OR)
TANK
�� IIII 100 ` z4.3 z5. r I I I f CURRENT ZONING_ NA_
I 40 288440 4 .;I III +C0 +Nc ! EX. 01 4 II I �� PARCEL NO. 7 020 OW
1\ - ✓ 3 IIII 6' CONCRETE EX. 4 PvC 28 S_0 2790 II I I 1 a !� I I TOP 26.10 I �. 7-020--054
I PAD A T EXIT SEWER " SERVICE r: 1 1 I I INV.. 23.31 °
o I I II I III I JOY E RESEE '� GALE DEAN HERB MAN AND WIFE, I I g� I I +Nc 9 MONROE , BORN 7-021-11000
N/p' o �` D.B. 1750 PG 197 '� ANGELA C HERRIMAN i I NG3+ 25.z D.B. 1086 PG. 98 •
CENTURION HOLDINGy LLC jI II I 2850 28 4a Q II I i I D.B. 1932 PG. 1007 I I cca r/�i DBf�
D.B. 2414 PG 838 IIII I EX. CONCRETE SEPTIC TANK o 7 x yF I I I I I �� +Nc7 1 II I
III I ► I I I I TOTAL ACREAGE IN SITE 6.81 AC.
z I I I WITH SUBMERSIBLE S. T.E.P. n •, t; I I I (I I TOTAL IMPERVIOUS AREA: 225,360 AC:
I I I SYSTEM (SEE DETAIL) _„- r
1- rr I 1 II I TOTAL GRAVEL AREA: 84,261 S.F.
III �I III
TOTAL ASPHALT. AREA: 72,312 S.F.
,h IIII I - ! 11I 1 1 I +Ncs 1 `j i II III TOTAL CONCRETE AREA: 8,425 S.F.
EX. 1-STY. METAL BADING 28.9d $. -t II I I I " I ry PEDES N GATE f EX. 8' CHAIN LINK TOTAL ROOF TOP AREA: 60,362 S.F.
EXIS77NO I I I I �' 28. 40 Z820 `: `i; II I I I EX. 8' CHAIN LINK I �
ADS I I I , FIN, FLOOR ELEV- 29.0 I I I I I I I FENCE FUTURE ADDITIONAL IMPERVIOUS AREA: $ 743 S.F.
EX, FES I I I ROOF DRAINAGE TO BE DIRECTED , -,: . E 4 �� FENCE I
I I I N comet 1 TQP 2T 4T IIII t24.z , I I EX. DI I I I EX.-
2-1F
ELRYV .30 E. I I '� TOWARD POND 8.9ET IIyV '23 a� ,.
ry�5I � 0 E. P. n+rTRAIvc� 28 ,I0 , 1 = s �s'7r DI$� N 5535 23 E 113.03 E.I.P. � N 5575 D2 E 217.65 f I a r0P 2s.2s I 1 5573'S9 E 128 70 BUILDING LOT COVERAGE- 20.3X
23.3 I I I I ___ ______ _________ ______ .. _-._--__- 5-------�_.___-___ X� 41 SPACES { CLUDES 2 )
cr I 1 ` C 24 o - - -24 - _ - _ - =9- Y - , _ - - - y - - - - - - - - - -- - -25 _ - - - -25'2S A BUILDING HEIGHT IN FEET AND STORIES.- Pa' (1 STORY)
_ "'-'-"�- TOTAL NO. OF EX. PARKING SPACES- IN HC
1
I I 25' � ` - - 24_ _ _ _ _ - - - - zzT = =2�24 - _ _ _ _ _ - _ _ -- `° - _ - - - - - - �D !J 1 k �_.• _.._ =26 zs•5 _ _ _ REQUIRED HC PARKING = 1 SPACE (VAN ACCESSIBLE)
I r JB 20 `;, \ - - ^ _-_- _-_-- - -- - - w --- - s- =Tnw- z T _ _ - - ^ - - - - - - - - - _ _ _ _ - 25 - //! �,��' �7VP 25-7.7- -24- �5- - - - - ` � .� •`� TOTAL SQUARE FEET OF IMPERVIOUS AREA: 234, f 04 S F. (79.0R)
III ( N� 27� _-----_-�- -- --^ �^__; ^_T -27- __�_�_ _ - y'.� II i ,i✓ ilZl 0•---23-^--- �`�` \`��� CURRENT ZONING: NA
<o l I EX. 4" PVC 288 � � -�S 0 __- _--- 28-- -_ _ ----
SEWER SERVICE X ' � � - -
N I \ Z J7E77 � TA COR � i - 100, II !!IIII // _--20.-21- y_ �. �� \\\ \� 1\ GARY W. WILSON AND WIFE,
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J-�1 II I 1I f ! !/ !/ i9 \\ \I`1111111 D.B. 2307 PG. 103
I EX. FUEL TANK
I I 1 i > " <s 28.56 THERE ARE NOT WETLANDS LOCATED ON THIS 97E
��> > EP I EX. MAIN BASIN 1 1 t! I l
III fOD `�` 286�, '•. � � ,` � X28.5o _ I f 4 1 ( I 1 1��rs-17 -�� � I I I r I I I I III _�
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FIN.FLOOR ELEV: 29.0 � � . � � ,. � I � L I r y z ,st. _ � { ## II f,. 5.• 1 sw.4LE-.-� � �� -- - =r8••
®0,30X (ROOF DR -..��`'.II I I I � -T-•19-.-�i �/ / f I Jf ti I
2�s I IIII l � F y' INt�' 2.3.5,E 28.77 GE) III - - -20• _ I f I / I
28.35 X 28.51 2_ 21- _•-1 / f If
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� "2874� - .-. I I Jf 1 N
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w -^ 19 /
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MARGARET B. PARKS
D:B. 1076 P.G. 153
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1. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS.
2. AREA DETERMINED BY COORDINATES.
3, THIS PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA, ZONE X-( AREAS
DETERMINED TO BE OUTSIDE THE 0.2Z ANNUAL CHANCE FLOOOPLAINl AS DETERMINED
FROM FIRM MAP NUMBER J720549800J PANEL 5498J EFFECTIVE JUL Y Z, 2004. NGVD29 +
(-)1.09 = NA VD 88
4. ELEVATIONS AND CONTOURS SHOWN ARE BASED ON NGVD 88 DATUM. OFF S17E
BENCMARK USED FOR VER77CAL CONTROL: CRA 114 RESET ELEV. = 25.41 FEET(NAVO 88).
5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A 71 TLE COMMITMENT REPORT.
RIVERS AND ASSOCIATES DOES NOT CLAIM 'THAT ALL MATTERS OF RECORD WHICH MAY OR
MAY NOT AFFECT THIS PROPERTY ARE SHOWN HEREON.
6. .PROPERTY SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS OF WAY, RESTRIC774/E
COVENANTS WHICH MAYBE OF RECORD.
Z CONTRACTOR SHOULD CONTACT NOR77-1 CAROLINA ONE -CALL CENTER (NC ONE -CALL)
AT 1-800-632•-4949 TO HAVE UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR
TRENCHING.
8. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN ARE COMPRISED .OF
ALL SUCH UTILITIES IN THE AREA OF SURVEY EITHER 1N SERVICE OR ABANDONED, THE
SURVEY FURTHER DOES NOT WARRANT THAT THE UNDERGROUND U77LI77ES SHOWN ARE IN
THE EXACT LOCATION INDICATED. THE SURVEYOR DOES HEREBY CER77FY THAT ALL UTILITIES
ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMA 77ON AVAILABLE. THE SURVEYOR
HAS NOT PHYSICALLY UNCOVERED AND LOCATED ANY UNDERGROUND UTILITIES
9. THIS IS NOT A CER77FIED BOUNDARY SURVEY AND IS NOT TO BE USED FOR SALES OR
CON Vt= YANCE.
7p o
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COO
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w o
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ASPHALT
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GARRIS-EVANS LUMBER COMPANY (TE 07/26/2010 TOWNSHIP NO. 7, CRAVEN COUNTY, NOR774 CAROLlNA N
PO BOX 2548
GREENVlLLE; NC 27$36 I
[phone] . SURVEY DG/CL DRAFT JSF SCALE DRAWING N0. PROJECT N0. SHEET .}
DESIGN JSF CHECK FDT 1 OF = .3Q P E-"Z�-A 2D1O1O.3 i pF 1 �
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CURVEI
RADIUS
I ARC LENGTHI
l7.1 BEARING
CH. LEN07H
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1
4Q117
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ROWMATE L0CA77ON1 OF 6' WA7E•RIJNE APPROXIMATE LOCA77ON OF 6' WATERLINE
Yr W W/-P,
W W W W W W W W W f PER CRA1�N C0U4NTY U7JLITY DEPT. W
f SEIA�R SERVICE BY CITY OF T"T'-' T
1" WA TER NEW BERN) 0
SEDER SERVICE VALVE ASSEMBLY SERVICE
(SEE DETAIL)
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- - . --A CRAVEN COUNTYTT POINT Oi--F SERVICE 1 INV -- 22.9r INV. - 22.73 wM
20 D' 36 8I.1
Lf? g 79;
APPROXIMATE L0CA770N1 OF 10"
9• -- 9 ^ Af0 LOW PRESSURE SEVIER PER TOWN tyj -j
0.5' TTP, 1
OF NEW BERN GM 1
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STUART W PARKS AND
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D.B. 1076 P. G. 153
NOTES-
1. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS.
2. AREA DETERMINED BY COORDINATES.
J. THIS PROPERTY IS LOCATED W THIN A SPECIAL FLOOD HAZARD AREA, ZONE X'( AREAS
DETERMINED TO BE OUTSIDE THE 0.29 ANNUAL CHANCE FLOODPLAIN), AS DETERMINED
FROM FIRM MAP NUMBER 3720549800J PANEL 5498J EFFECTIVE JULY 2, 2004. NGVD29 t
(-)1.09 = NA VD 88
4. ELEVATIONS AND CONTOURS SHOWN ARE BASED ON NGV0 88 DATUM. OFF SITE
BENCMARK USED FOR VERTICAL CONTROL: CRA 114 RESET ELEV = 25.41 FEET(NAV0 88).
5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMM17MENT REPORT.
RIVERS AND ASSOCIATES DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH MAY OR
MAY NOT AFFECT THIS PROPERTY ARE SHOWN HEREON.
6. PROPERTY SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS OF WAY, RESTRICTIVE
COVENANTS WHICH MAYBE OF RECORD.
7. CONTRACTOR SHOULD CONTACT NORTH CAROLINA ONE -CALL CENTER (NC ONE -CALL)
AT 1-800-632•-4949 TO HAVE UNDERGROUND U77LI77ES LOCATED PRIOR TO EXCAVA77NG OR
TRENCHING.
8. THE SURVEYOR MAKES NO GUARANTEE THAT THE U77LI77ES SHOWN ARE COMPRISED OF
ALL SUCH U77LITIES IN THE AREA OF SURVEY EITHER IN SERVICE OR ABANDONED. THE
SURVEY FURTHER DOES NOT WARRANT THAT THE UNDERGROUND U77LI77ES SHOWN ARE IN
THE EXACT LOCA77ON INDICATED. THE SURVEYOR DOES HEREBY CER77FY THAT ALL U77LI77ES
ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMA770M AVAILABLE THE SURVEYOR
HAS NOT PHYSICALLY UNCOVERED AND LOCATED ANY UNDERGROUND U77LI77ES
9. THIS IS NOT A CER77FIED BOUNDARY SURVEY AND 1S NOT TO BE USED FOR SALES OR
CONVEYANCE.
11
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VWATER QUALITY POND AREA
EE DETAIL SHEET 4 OF 5)
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E` J ,1 t r �` N G,•
GRA VEL
REFERENCE
D.B. 2428 PG. 635 - GARRIS - EVANS LUMBER COMPANY
D.B. 2414 PG. 847 - GOLDSBORO STREET ASSOCIATES, LLC
D.B. 2401 PG. 676 - GOLDSBORO STREET ASSOCIATES, LLC
NOX
FOR a SOMI. BOX TO BE WA.M MODEL 41i
W71H 4GO4430 LW MAMM SEWER"
FOR e• SERA. BOX TO BE FAST JORDAN # 1574Z
W/UD MAtSO SENDER.
PAVEMENT ME NOW -7
a
JFLL
A F V
N• 1.
DQa
•'a �pO d �
A' SM TYPE E
P CLEANOUT RISER
SEE DUAL S-1 AND S-1A
CLEANOUT DETAIL FOR PA IUD AREAS
N7:S
Slip Data
8' CHAIN
LINK FENCE
Vicinity Map
TOTAL ACREAGE IN S17E.• 6.81 AC"
GROSS FLOOR AREA: 30,350 S.F.
COVERED S7ORAGE AREA: 12,450 S.F. .
BUILDING LOT COVERAGE- 14.43X
BUILDING HEIGHT IN FEET AND STORIES: 20` (1 STORY)
TOTAL NO. OF PROP. PARKING SPACES: 41 SPACES (INCLUDES 2 HC)
PROVIDED PARKING W 41 SPACES
REQUIRED HC P ING = 1 ACE (VANA ESSIBLE)
TOTAL SQUARE FEET OF EXISTING IMPERVIOUS AREA: 12,834 SF.
TOTAL SQUARE FEET OF IMPERVIOUS AREA: 234,279 SF. (79.OX)
PROP. IMPERVIOUS AREA FOR PARKING AREAa- 191,479 S.F.
CURRENT ZONING: NA
PARCEL NO. 7--020-053
7-020-054
7--021-11000
As -Bit Date
7OTAL IMPERWOUS AREA: 225,350 AC
N TOTAL GRAVEL AREA: 104,132 S.F.
GARY W. WILSON AND WIFE,
LYNN A. WILSON t $339 S.F. (PRE-EXISTING GRAVEL PATH)
D.B. 2307 PG. 103 106,471 &F.
) �-� TOTAL ASPHALT AREA: 72,312 SF.
TOTAL CONCRETE AREA: 4,515 S.F.
Cl
`+A TOTAL ROOFTOP AREA: 41,962 SF.
FUTURE ADDITIONAL IMPERVIOUS AREA: 474J SF.
hts
�-_
•w4
.
8' CHAIN N�
LINK FENCE OLLIE C. POWELL AND WIFE,
XNNIFER POWELL
D.B. 2200 PG. 50 / I
1 / /
I I
r-FUTURE 26' 1
GRAVEL DRIVE sr o m �k
I I
1 _' !� ti90 6�a' pj
6 , I4
42 23 193 �
•55 r I
/ . IP 4\1 / .1:1
7$M BOLE IN 7ELEPH0NIE POLE • •44
ELEV 26.59 (NAM 88) A q � Q4`Q r
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to
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4
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N / / �
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W DARYLE W. EVERETT AND WWFE, CARISSA 1 I k-
Q�
H. EVERETT - Q
.IN D.B. 1917 PG. 699 1 x '
. /(CO &,* I � 91
I / /. �xef I r�
y I ��° ¢ 3 3
1 Owner / Developer
14 Q
I / v GARRIS-EVANS LUMBER COMPANY
rs.G' I PO BOX 2546
GREENVILL.E; NC 27836
�- 2 0&)/\ e% / ry
�
� ` � (252) 754- f 175
---- - •
�@]1 0- 5
{ a 1„ kf� w Arm- • GRAPHIC GALE
L � S
111 yo 30 0 15 30 120
r-lq4
;t O't O AZ
If , Y' ( IN FEET)
Nam• ,�v� \ J ! inch = 30 ft
LOLA M THOMAS "��
D.B. 2176 PG. 023
,AjrTva-�e ck's
LEGEND (i -\_0 �5*- ky-�::
7P0 TELEPHONE PEDESTAL CO O CLEAN OUT 0.Ap �� j' �� `� ,"�, 9- -���"""I S1CARp����i
WATER METER 9 k" CA n ' - - ` �`*��� •ESS� '` y ��'S�w:
RECORD DR�4 WING
© ASPHALT O !' P f �• QF o/JV_., •
SV P4 SEWER VAL VE #•-1 0 C�v *3l � ° 6 : Q�
/� SEAL
-5*V1 = 35688 I =
{ FIRE HYDRANT GRAVEL I
+ •• r
CN7RL CONTROL BOX
'v *' ��C. ��� THIS DRAWING REPRESENTS THE
SPp SEWER PUMP -* OAK �'',,COTT F P;.% CONSTRUCTED FACILITIES BASED UPON MY 1.
+"11100 FIELD 1NSPEC770N PERFORMED ON 01122110. `
C.P.P. CORRUGATED PLASTIC PIPE G HOLLY I.'
C.P. CONCRETE PIPE DOGWOOD WC`9 C
y E 02/04/2010
0 MAPLE c4®/ k
+ � ¢ CENTER LINE ROAD `
yD0 PECAN �]livers
Planners
+ P CENTER LINE DITCH MAGNOLIA THIS DOCUMENT ORIGINALLY Surveyors0�. `'�GNATURAL GROUND RIVER BIRCH ISSUED AND SEALED 8Y AssOciateS,IrIC.
MICHAEL D. TOLSON, P.E. Si1°e 1918
00 F NC 28911 ON 08118106. 107 East Second Street 6131 Fats of Neuse Road, Suite 300 C
+h0� EDGE OF PAVEMENT PINE Greenville, NC 27868 [phone] Ra{e18h, NC 27609 [phone]
THIS MEDIA SHOULD NOT BE
flQ a GUM/SHRUB DOCUMENT A cERnF/ED SITE, STAKING AND U71L1 TY PLAN
�06� CENTERLINE SWALE E
FENCE ONE EXIS77NG OVERHEAD ELECTRIC GAAW - EVAM ` D ER CO A Y
-S EXISTING SEWER T EXISTING OVERHEAD TELEPHONE L. !7 c.►vli� in 1 1
E
SATELLITE DISH W EXIS77NG WATER LINE DATE 08/18/2006 7f1LWCJ41D Ain 7 rr1DAL4rA1 r^n1IAITV ArnD77J r ADI)I IMA

GARNER ROAD (N.CSR 1121)
(60, PUBLIC RA 20' PAVEMENT)
wM
APPROXIMATE LOCA77ON OF 6" WATERLINE APPROXIMATE LOCA77ON OF 6" WA2ram
/PER CRAVEN COUNTY UTIUTY DEPT
w w w / w w w w w w w w w / w w
rp EP _ _ �' CEP e'P EP 4 EP
__------`-�'^ PROP. 15" RCP FES TO �
+26 rs _ +2s 45 MlNA7F AT NCDOT R/W +2s 62 +26 4a u'
aR aR aR CLR +aR +a 6r +CLR +a 7° +ap }26 77 +z6.68 a 74
CLR aR CLR aR LT.R CLR EPK/LY.R +CLR '�'� 2
----___ DAM
+2 85 _ - _ _ 26.04 °�..�_ i5. r 18.30 .r_�. f`Va(�5i _ .� ' r 28.09 -..- .-...� .�._ �.. 26.26 -- _� - ,�._...� �... 26.45 . _� ^� 2
_ _- 51 � ROCK CHECK
INV.. 22.4r '~-� / {O�' � � �� EP
NO. f9--_______ _- ,- _-_--------- - 26________________ �--__ -------------- ---------- - ----------
S __ ___ _ _ -.� 5 �a s �-- ----2 ---- ---- - ---- --- �� _ 4h- _-_ - --- _ �� r'_� - - - - - ----- ---
a r ----- - �' - 5� �'__- 4 2 - 8LF18 RCPW ._ ------------2 --- - __- =-- --___ ~•S ��__- _______-__-__-�----`_-__-� T_ 5 __ _�'_'- __-_-_ _5_------ ,:---25�-----_ S
ts" c.P. _w� -23-+ tr� 232-___-2 2,3 f ���_--23 25 / 2 FES' a__=��__-___ -_c _� __ -___ w=,==� _______�-�� _�___-_ ��3..___--__--_�- _. y__=-=-^- --_ _- -_ -_ - zs__-- _
!NV = 22:40' �?o--� + - _ 23--- -- Q-- __��-�- 22-7
-2 - -- 23-c4-- -- , 24 ' , _--___----------24_ _ _ _______________ _�i . ----_-__-____-_-----Z4__--_-_________ J = - -- cco
- -23z� . _ _ _ _- _- ----- �_ __--;��__ -- _-- - -___
,a -•/^-I ----- 25` 2 s.4 I 2
I i 5y wild +Nc ! INV - 22.5!' !N = 2Z.sJ wm _ f 25-----�__-� -wm INV. = 2267 1 +Nc N0. 20 _ c r �FES NO.-21-24 5_=--- °
t�I `25- t 1 --24-� I 24r +25s I INV = 22.91 INV. - 22.73 xM
FES N0. 16 2726 " 1 1I as 25 1 . 22.85 I ?NV 22.80 257
A" 22.70 NC r` N 4 252 CB No. 1 RCp ®Q20Z' � - APPROXIMA7E LOCA77ON OF�1 *
av 48 LF 18" RCP PLUS c.a I
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1 R CHECK DAM li?P 26.65 1
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}
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25.5
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27.9Q 28 4Q '
i N
+24 s TO BE DIRECTED
NO9+ /'� +NG6 NO * 28�0 NQ N 4 61
FUTURE
n2r5c V /I� �`� TO DI NO. 5A P A R K N G
Na 28 50 \\\ I f"
DI NO. 5A
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II INS/. 23.31
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�y2 2 +"'c9 MONRG4E BORN
N I \� D.B. 1750 Pa 197 11 ti�� ANGELA C HENRIMAN I+x�y+N 25.2 D.B. IOW PG. 98
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25. r \\ � SILT II
+NO 1 = FENCE
+25 7 NC 3 �` w 11 SIL T
1 Q
NO 1--STY. METAL BUILDING � -4 24.8 11 ; N ; ® FENCE +Nc3
N +NG II 1 ^ +25 4
FIN. FLOOR ELEV. 29.0 t ; ` N �`'ED NG LINK CHAIN
FENCE
£xlsnNG 25.4 CB NO. 3 r II 8 CHAIN i FES NO. 23
NIGObS FES NO. 14A N +"� TOP 2J:1 1 i LINK r GA DI NO. 22 c1 K 24 1S7 +25.4
IN 2.30 ROOF DRAINAGE TO BE I cow INK 273 + 4l2 ROCK CHECK DAM fIy �_-� + ___________
tlYri4AlYQE I 0 ,
a DIRECTED TOWARD POND _ _ 25--- ---
--_ ------------- -, �--==--- ---= --- __---------- --- _ ___ -INt/ 23.D(� _ _ - � ___ � �T�-=+Nc°
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RCP IN . 2 20 r �, r . = z�01 ` �_--_ ---- _____ 26� t TOP 25.77-24 (146.5' FROM
71
K 23 Q0�2 FOREBAY)
W �a 28.80 28 - -2 'A 22
N^ I - 28.48 2a sQ I I -o
I 21
I Z
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NG
N
GARY W. WILSON AND 0117&
L YNN A WILSON
+2 2 +NG3 FUEL TANK W/ +Nciao 6" DRAIN 18175 +NGs D.B. 2307 PG. 103
+Nc3 +NG N CONTAINMENT FACIU77ES t j (SEE DETAIL) 6-- 5 25.4
100, { NGS 65' (APPROX. LOCA7T0N) 4 j VAswALF+
+ a s t +2 18 17 +AC 6
+NcS N 2870 ExrsrrNc ' ExIsrING 'i NO
22
8'CHA1N EXISTING 2884 A SPHAL T �� G R A V E L it Nc7 0
I
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LINK FENCE
C.O.
30LF 8" PVC
® 1.0QA'
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INV 24.89 DD
DI NO. 10
INV
� 1
TOP28 00
INV 24.64 "
TOP 28.00
-
8'p 90LF 15
RCP ®0.50R'
INK 24.19
1-STY. SATH HOUSE BUILDING
oo
FIN. FLOOR ELEV. 29.0
t
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25.6 +25:6
+NC NO
285
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D.B. 2277 PG 633
(REMAINDER)
E
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DI NO. 8
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9
8" PVC ROOF DRAIN TRUNK
cza
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TOP 2800
INV 25L 13
TOP 28.00
INK 24.90
TOP 2&00
INV. 24.68
LINE FOR DOWNSPOUT 77E IN
COORDINATE 77E IN'S WIN
ROOFlNG PLANS
C.D
30'
10'
10'
INV
6.84
28 95
Z
8' CHAIN
N
DI NO.
4
i t TOP 2%50
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52
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V
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If-3-06 COVER PIPED TO DI NO. 12 pl 1Z
INV 24.61 129LF 8' PVC® 0.36X
TOP 28.00
INV. 24.19
28- TOP OF RETAINING WALL 29.00
1-STY. WAREHOUSE 2� p�* GRAVEL G
o FIN. FLOOR ELEV 29.0 0
25,4 N^ ROOF DRAINAGE TO BE DIRECTED TOWARD POND I �-
Nc N
N
3-N,6 +25.6
ISO,
djkLTBM RR SPIKE IN OAK
£LEv 27.3s (NA VD eB) C. p 3 240LF 8" PVC ®
X _-�
EXISANC
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25.3+
NC
25 4+
NO
NIP
STUART W PARKS AND
MARGARET B. PARKS
D.B. 1076 P.G. 155
TOP OF WALL
EL 29.00
BUILDING TOP OF ORAVEL
WALL SLOPED AWAY FROM
BUILDING 80•
TOP OF GRAVEL
FIN. FL EL 29.00 EL 28 95
VLIx Ix 8x
-� +--
EL 25.20
8" PVC THRU
SIDEWALL
INV. 24.65
LOW POINT 4' FROM WALL TFXjCKI HELL. P170�LE
SLOPE TRANSVERSELY ® 0:51r NT5
7-0 8" PVC` 7HRU SIDEWALL
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• Q +NG
F25.6 I +NS +NG
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Mao
a
27�
26 INV 24. 24.9 21
_
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HEDGE ROW I �!
I
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I EXIS77NG f ? +NG
8' CHAIN FOOT BRIDGE i y
UNK I I
FENCE I 1 r
1 I
I I
INV. - 24.39
r NIF
JAMES W. BENTON AND PEGGY M. BENTON
D.B. 770 P. G. 624
INV,23.'99,
GRAVEL SURFACE
EL 2840
_-25
25.5
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2 M
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D.B. 1061 P.G 160 f r!
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r "NIFER POWELL
z49 \� D.B. 2200 PG. 50 CI42
/ 26.47 +aR
EP
as
265
r I
r 25.2 2`a 5 � 2.� r
r +NG +NG 25.8 I
r` FUTURE 26' +NG 217 r �
rJ GRAVEL DAY VE ! +Nc IJr ' r hry�o , / � a�
� *rill
rrcyrr�
24,3
2649 26 47
26 25 EP +aR
~`' __________________-.______ ______#--------------- ___---- -___L lFu 232 26,17 Q4 cp
V'
.7
F
26 t�-_-- _ �_ r :� REMOVE EX 15" CP AND
25 24s -_-__r .4 - -- --- 25REPLACE W/ 72 LF 18' 1
z ni ` r I 26.48 RCP Pt 18" FES EA. ENDaR
FES
\ ! r r ao
--25- +211 1+Na2 rI INV ?3.6 �r2 ry
N +NC3 NO +NG2 / � rI 1 / /
8' CHAIN r ti i
N LINK
FENCE ROCK C1kCK AM rrry Ir I I O` J�J
I /� Q
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640
r r r r 1
rib
N r + p r -4,.29
DARYLE W. EVERETT AND WIFE, CARISSA 1 I� r'r j rrr I R 112.
6H. EVERETT r rr / 5.95
+z5.7 D.B. 1917 PG. 699 r rr r f, I13 �I[,I
NG r J r 'GJ JAI ! �1
rr rr rr rr •J�42 III
rr rrr r / AM r V
N `r+pci
26.52 Q
EP I� v
+z6.4r 0
aR
zs o2
25.4 EP
+N°
_-___---
N
LOLA M THOMAS
D.B. 2176 Pa 023
THERE ARE NOT WETLANDS LOCATED ON THIS SITE.
STORMWAT R QUALITY POND TO BE U77UT2ED AS SEDIMENT
BASIN DURING SITE CONS7RUC710N AND STABIUZATTON.
ONCE SITE IS STABILIZED, MUCK OUT SEDIMENT FROM
FOREBAY AREA AND F7NE GRADE/SHAPE STORMWA7ER
QUALITY POND TO DESIGN PARAMETERS AND PREPARE FOR
SEEDING
ALL ROOF DRAINS ARE TO BE DIRECTED TO THE FOREBAY OF
THE STORWWAT ER QUALITY POND
=�- - ar/;ii i j szf;i���S
GRAPHIC SCALE
30 0 1s 30 60 120
( IN FEET
1 inch = 30 ft.

I
i
• E.I.P. N 5573'59" E
128.70'
Sebe�l Prerr�n
Eron Control Provvr�s
DI N0. 22 _
-------------------
3 ��� ���� ��•
-
_- FES NO. 23-----------------
---T26,25._� -'"
OP _
___-_--- -
" "-
INV. 23.00 _JN1/ 24. 0.----------------- ----
26.5
�� �-
i� VEGETAT7VE SHELF TO BE HYDROSEEDED NTH
PATH OF TRAVEL
..t.:
5 ii': ir' i:r".$}:ihn,.r...
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
SOIL CONDInOWSy lF AVAILABLE
I. NO PERSON MAY IAN77ATE A LAND DISTURBING AC77WTY BEFORE
NO THE COUNTY CRA
OF YE7V OF THE DATE THAT THE
___ -__
- �
25 zs
�'^
TT-IRaucH BASIN WETLAND EDGE SEED MIX AND EMERGENT
w •-:`�:"`:�:':���•
i ii•.�dirt}fist...... rn 7��:vm��•
""=
- "r
2. RIP THE ENnRE AREA TO 6 INCHES DEPTH
LAND -DISTURBING ACTIVITY W61. BEGN.
(146.5' FROM WETLAND SEED MIX AS PREPARED BY JFNEW
-` -: r
.1 REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
2 PiiOV1DE A ZO' X 50' X 6' S7iXNE COMVSIRUCnAN ENTRANCE AT
FOREBAY) NURSERY OR APPROVED EQUAL. CONTRACTOR
REASONABLY SMOOIN AND UNFFORAL
ONVEiVAY AS SW N ON PLANS
OUTLET /�� 23
TO HYDROSEED, MULCH AND IRRIGATESEED
-
4. APPLY AGRICULTURAL LIME: FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND
OR PROVIDE GROUND COVER DEVICES OR
RINSESUFFU>ER
S7RUCTURf o - - - - -
TOP 2� j7� VEGETATIVE SHELF
- 22Jr6: -
VEGETATIVE SHELF PER MANUFACTURERS
�, RECOMMENDATONS TO ENSURE PROPER
Ot2O C� O lyI
O O �� �� �1
MIX WITH SOIL (SEE BIEIOW'�
5. CONIINLIE TILLAGE UNTIL A WEtt-PULVERIZED, FIRM, REASONABLY UNIFORM
STRUCTURES li7 RESTRAIN ETR0�5TOIN FOR ALL EXPOSED
SLOPES WITHIN 15 WgRK1NC DAYS OF COMPLETION OF ANY PHASE OF
GRADING CONTRACTOR SHALL INSPECT AND MAINTAIN AS ABEEDIfD ALL
IN P,3.00 1 SLOPE �o
0.
•a VEGETATION ESTABLISHMENT
F, s
,�
a O
.> p
O
SEEDBED IS PREPARED 4 ]D 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
A EROSION C'OVTROL DIE'WCES ON A WWaY BASS ANO AFTER EACH
^
(SEE DETAIL) . 21.
_
LENGTH TO W1DTN RATO =
146.5'/25.35'=5.78: 1
dQ ,a
O a n0ap d� °d MAX. 1 1/2-1
o > >
0O O
RIP
7. MULCH 1MMEDIAAFTERSEEDING EQUIPMENT OR �SEEDIN AFTFJ?MULCiI IMIH ALPHABEAC SEEDINa
MATERIAL (MULCH SHALL NOT BE CRIMPED)
8. INSPECT ALL � AREAS AND MAKE IVE�3SI4RY REPAIRS OR RE�INGS
MAJOR STORM EVENT. FAILURE 10 KEEP ALL ER087OV CONTROL
DlEV10ES IN PROPER iRKNYG ORDER MAY RESLd<T IN A STOP Nl7V�'K
onm OR aw PENALTIES up To s.�,00'a00 PER DAY OF wot Anam,
S wE COUNTY RESERVE'S THE Amr TO BEWARE ADIOVIIANAL AROtS7ON
15.5
jOp�0 -RAP
CQNTROIL MEASURES SHOULD THE P�UW OR I15 IAIEPLE�711TA1TQN PROVE
j-- VARVBEE
WIIHAN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 6OX
REESTABLISY FOILLOWMIG ORIGINAL UM& FERTXJ2ER AND SEEDING
TO BE INADEQUATE
1 - MAIN BASIN
I
DAMAGED,
PLEASE BE ADVISED THAT A RULE TO PR07ECT AND MAINTAIN
15
_
18 i7
-
3 TIMES PIPE DIA. TYPICAL ENERGY DISSIPATER W/RIP-RAP
PIPE OIA.
RATE&
9. CONSULT CONSERVABON INSPECTOR ON MAINTENANCE TREATMENT AND
FER77LIZ4770W AFTER PERMANENT COVER IS ESTABLISHED
EXS`71NG BUFFERS ALONG WATERCOURSES IN THE NEUSE 16VER
BASIN BECAME EFFEC77 E ON AXY 2Z 199Z A TEMPORARY RULE TO
PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN
U, to - 19
20
-
APPLY; AGRICULTURAL LIMES70VE -- 2 TONS/ACRE
THE TAR RIVER BASIN BECAME EFFECTIVE all 44MIARY 1, 200Q
_
-
V FLARED END PIPES GREATER THAN 38" WILL
FLARED
��
FERnUZER - JO-f0-i0 ANALYSIS AT 800 - 1000 LBS�/ACRE
714ESE RULES ARE ENFORCED BY THE D/N9�ON OF WATER QUALITY
DIRECT
.2223 _
24
Z �`�►` _ _ 25�
-
I �•
r
REQUIRE CONK. SLAB AND OR RIP -RAP TO
PROTECT BOTH ENDS OF PIPE
SUPERPHOSPHATE - 500 LBS+/ACRE OF 201I: ANALYSTS SUPERPHOSPHATE
MULCH - 2 TONS (APPROX 80 BAILS) SMALL GRAIN STRAW/ACRE
ANCHOR -- TACK WITH UQLIID ASPHALT AT 400 GALLONS/ACRRE OR
(DWQA ANY QUES77ONS ABOUT THE APPLICABILITY OF THESE
RULES TO YOUR PROTECT TO 70IR. ROGERIGIO THORPE; E; AT (L WATER
QUALITY SUPERVISQI� WASHINGTOMY REpANAL OFFICE; AT (252)
s46- 5481.
. . 25
6' �`�
EMULSIFIED ASPHALT AT 0:03 GAL/50 YD
7. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CON0I7K1N D UPON
24
: 7
����
YOUR COMPLIANCE WI7H FEDERAL AND STATE WATER QUALITY LAWSy
04 23
a 22
- ---_-.
//�W�u+�J J•/ RIP -RAP DIMS. AS SHOWN ON PLAN
laEGULAnOWSr AND RULES AN ADDV7TOW, LOCAL CITY AND COUNTY
_ 20 21
�/ FROM CHANNEL THUS
OIRDWANCES OR RULES MAY ALSO APPLY 70 THIS LAND-DVSTURBI►NG
AC77WTYAPPROVALBYTHE
HAPPROVAL COUNTY DOES NOT SUPERCEDE ANY
17 /
�4i
I
f; 4 FILTER STONE BED
PERMIT OR
8. AREAS TO BE PERMANENTLY SEEDED INCLUDE STREET SHOULDERS,
�� LlIV F REBAY SPLLWA�
NTH 1 THICK CLASS 9' 5 _ "? _..mac,
STONE APRON 17
TOP
QO� �r
O Q �/
R FILTER CLOTH
„ ,.,,��,j
and Acre
DRAINAGE EASEMENTS AND ALL DISTURBED AREAS
9. ALL RIP RAP SMALL BE CLASS B WITH FILTER CLO7H UNDER�UNER AND
27.50 18
IN 22.91 �C'-o® 20 T 9
,f� i
TYPICAL CONC.
FLARED END ��` PS
' � 01V
� Ji'ZO � X a" THICK � S70NIDVE PAU INDICATED
DED AT
- 22 21 ~
AY
�Q
�� ; i
Q I
SECTION
JANUARY 1 - MARCH 31
CONSTRUCTION ENTRANCE:
10. PROWDE A GROUNOCOVER (TEMPORARY OR PERMANEN7) ON EXPOSED
��
z* 1 WAY 22
21
- - >> i
I �, `
RIP --RAP PROTECTION A; OUTLETS
Common Biermu dagrass {unhulled) - 20 pounds per a cro
SLOPES WITHIN 21 CALENDAR DAYS FOIL.LOWING COMPLE77ON OF ANY
PHASE OF GRADVNG` AND, A PERMANENT GROUNDCOVER FOR ALL
}
;; ��
N4I :
� (grain) - 25 pounds per am
DISTURBED
20
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
r- p --19 : ��
s - 10x-qx2 a4ss B -1 a
. ;;
�`
FOR PIPES ON MILD SLOPES
APRIL 1 - JULY 31
(WHICHEVER IS SNORTER) FOLLOWING COMPLEnON OF CONSMUC77ON
STON APRON 1 �" �� _
,,
�,
Common bermudagrass (hulled - 12 pounds per acre
OR D9EVELOPMENT.
11. ,SEDIMENT WILL BE REYOVED FROM 711E SILT FENCE WHEN IT BECOMES
-
'
05 FEET DEER
2: 1 FOREBAY 6.,
;j
� Y DOWA T�
Fps •Nq � - -
a?�
�r
3 ,,
r
AUGUST 1 - DECEMBER 31
12 ALL SEEDED AREA WILL BE FERTILIZED, RE-SEIDED AS NECESSARY,, AND
MULCHED ACCORDING 70 SPECIRCA77ON IN THE WGETA 77W PLAN 70
2
NV. 2 a0 _ - N �1 1
- -
1
,1
Common Bermudagrvss (unhuiled) - 20 pounds per cam
- 60 pounds per acre
MAINTAIN A Wl,OROUSr DENSE VEGETA77W COVER
1 � OWSION CONTROL INEL BE�� UPON
ALL YCGfNSTRUCnON
18 19 1
N v►
Ryes {grraaf) - 25 pounds per arm
COMIPLEnON OhFAND S
� Blv�nOW OF
N 20 -
Ir
- GETA77W SHELF
s: i SLOPE
AXLE
---- ----------------- -----C&v&wffw
Schmatabc
t
B NOTES:
The project conalats of construction of one comma+r+cfa! 1W#ding, parking
FUTURE GRAVEL DRIVE
-���_____________
A A 1. ROCK CHECK DAM SHALL BE CONSTRUCTED
and l water and �d sea wad build/nga. al+orm tsr defaiLion.
serviom
OF CLASS I RIP -RAP WITH 12 THICK Na 57Y
STONE FACE ON UPSTREAM SIDE
L
1. Constnvci n and Implementation of apprvprlaM
_jsedkrrer
hvdm and arvaion control rneasram 1 Weak
2 H=VARIES ACCORDING TO LOCAL COND17IONS:
���� � ��� PONDJ.
INSTALL AS DIRECTED BY ENGINEER.?.
Conadrucdlon of Storm Dminage FarxiGYks 2 Wsaka
Rough Grvding SIM 4 W WN
1' 20'
B I
4 InstaAlatfon of W4aMr and Sewer 2 Weeks
5. Rno Gmding Parking Lot 2 Weeks
6. Placement of Stone Base 1 Wssk
4
r
4
�' snWAGE - 0. 2S1 r tW aF 6ry W - a• 295
SPILLWAY SHALL BE 6" MIN. BELOW LEVEL OF LONEST BANK
7 M9 Constructlan 4 Mondlrs
--
>ow WgETAmE stir - a. 210 a
PERK4MIfT POM - FL =0
PtMeAFErT PioaC- EL 210
T1ar tiEi MIM SY F - a 21.0
I
SPILL WA MIhL 2 =0"
2 STREAM WID1H MIN.
/3 }
a Remove Accumulatedak Sedlment from 1 We
Stormwater Panel d• Swam$
9 Landscaping and Seeding & MWching 1 Wbek
�------ NO. 57 STONE
! OL Pkwwr ant of Asphalt Surface Course and Strlping 1 Week
1•-aaMAr 6or'1ar - a raa-
ri 115
�
H 1: 1 • 1
Several of the items fisted above may be constructed simultaneously.
An Andlcipated Completion 77me of 6 months Ia expected for this
FioMsAr sPN[tMhr - ELo
i
CLASS I RIP -RAP
A -A B-B
MA02 RVY R XW SILT CHECK DAM
A TER OUALITY POND TYPICAL SEC77M
N7S
NOTE.
EAST JL7fR,DAN IRON WORKS
SEDIMENT CONTROL STONE STEEL POST SHALL BE 5 FT.
GALVANIZED FRAME AND GRATE
VARIABLE AS DIRECTED BY ENGINEER
SHALL BEE NO. 5 OR NO. 57 IN HEIGHT. BE INSTALLED 1.5
(V -5660) • '6••
. A •
(10 MAX.)
FT. DEEP MINIMUM, ANO BE
a�
1'-0"
BURY UPSTREAM EDGE OF
HARDWARE CLOTH 23 GAUGE MIN.OF
'4Np,E S7EEI FAS
j7pE: �
•+
LAST STRIP 12' OR MORE: 7i�
!-RE
PART
AND SHALL HAVE 1/4 INCH MESH
OPENINGS MOLD POST SHALL BE 6 FT.
.
J CA 4 x 4 RE A C
66'A OR A ID
TO HOLD EXC�ELMOR
TOP OF WIRE MESH SHALL BE A IN HEIGHT, BE INSTALLED 70
1.5 FT. DEEP MINIMUM, AND BE
o
B B
r - FIRMLY IN RACE
MINIMUM OF ONE FOOT BELOW 3 INCHES IN DIAMETER POST
THE SHOULDER OR ANY SPACING SMALL BE A
SPACING
j-
DVVER570N POW. OF 4 FT
.• 4" THREADED C.O. CAP
I ,1
• OVERLAP STRIPS 4" IN
DARECRON OF FLOW
- SEE PLAN FOR 1
. PIPE SIZES
• AND
SIM POST N
3
+ �' I BURY EACH EDGE OF
MAXIMUM POST SPACING 4 FT. 1/4" WIRE MESH
• .s. LOCATONS.
�' ....
:� • . �� I 4" PVC
_ - - _ - _ STRIP 4 OR MORE.
- - - * - - * - - -�-
:.
EAST JARDAN IRON M2WS
A FITTING EL. 23.00
PLM_
0
1 ' 0
WIRE FASW
+ EXC;ELSygR MATl1NG STRIPS
I t t
__ o d •o
CONTROL STINYE A ap ....-.. �•:. A
GALVANI2ED FRAME AND 6RA7E
L -
- - - - - - -
'
(V-5660)
4` UNLESS
UV RESISTANT
NOTEDVASE
GEOTEXTILE FABRIC
a
R
4" PVC CAP W/
ALUMINUM GRATING BOIL•1ED
1-3/4" ORIFICE
TAMPED BAC1KRLL
PLAN
AVERAGE BOX
`'• "p
FlLL DIMENSION VARIABLE : r'�oo: a.'.• :o: a•.
•n'•
TO 4' 7HROAT OPENING AS
1
W : : � .-.:. ; o .
SI
DEBRIS GUARD (ALL 4 DhES,
I
GROUND LINE
Ir
;//. /7
STABLEA TM
SEcnav A -A
BURY FABRIC 6" MIN.
u%^=
WIEXCEL M4
MULTI-aRECnONAc FLOW
SEE PLAN FOR
" = ,, PIPE SIZES.
TEM RY SILT
"'�
ROCK INLET SEDMEW TW
GENERAL NOTES•
NTS
MORTAR JOINTS 1/2" t 1/8" THICK
Nis
CLASS "AA" CONCRETE TO BE USED.
77�E POURING OF FLOOR SLAB TO SE ACCOMPLISHED BY
lye
FORMING
ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE .:
.. .` , . .. .•
PROVIDED WITH METAL STEPS ON 1 '--2"i CENTERS +
•
- '
CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK.
JUMBO BRICK WILL BE PERM177ED.
5ECTI2N A -A
N07E ALL PARTIALLY COMPLETED S70RU DRAINS
WATER ABOVE ELEV 25.10 IS RELEASED
SHALL BE PROTECTED AT THE END OF EACH DAY UPSTREAM END OF
TOP EL. 25.77 THROUGH THROATED OPENING OF
IN ACCORDANCE WITH THESE DETAILS
STORM DRAIN
`}
OUTLET STRUCTURE
•'
i �,
OVERFLOW
----
4" UNLESS I! EL. 25.10 (1 st INCH STORAGE VOLUME) 17 TEMPORARY WATER QUALITY
OTHERWISE POOL - EL-- 25.1
NOTED
„` �:; « `'.: 1/3 PIPE
:5 ; ° °.•, DIAMETER
-'• "w
2! COARSE �O-
!l
EL. 23.00 (INV. 1-3/4" ORIFICE) PERMANENT POOL
•.•.' •..., .
.i'
W
(SEE ORIFICE DETAIL)
BURY BOT70W
AGGREGATE
6"
OF PL Y NVODGA
IF
V VE EXTEND WALL PIPE TO POND 75' WATER DEPTH FROM PERMANENT POOL
"
JEXIMOR
p�
BOTTOM f 30 LF
PLY DOD II&ET PIROTECTI(W
6" PVC WALL PIPE EL. 15.50 (POND FLOOR)
STEEL FENCE
D �.
,
9/2%6 REVISED PER NWOR SMIRMWATER COMMENTS - MDT
j
�'� �--- � � r �
POST (TYP.) -��A� OVERFLOW
�"
�Q
TILL OUTLET STRUCTURE WITH
WASHED SAND OR ,#57 STONEJ
PIPE
•.}� '., _ � I DIAMETER
���,t�+rrrrr�rr,,
Lo ...... ;A",•_-•
� a Engineers
l Yel'S
WASHED SRAF FILTER t :•«:={+:w: r•.' =
,..�•
IQ�.,•• `Y •��
s'� ,,6
•
.. -
EL. 13.50
ACROSS PIPE INLET �* ; `;;� '" `
•�• ` '•.
`9•
&Associates Inc.
SECTION 8-B
- SEAL � =
sr,�as f8i8
107 East Second Street 8131 Falls of Neese Road, Suite 300
L 028911Greenville,
NC 27&W (252) 752-413t5 Raleigh, NC 27609 (919) 84&3347
HARDWARE CLOTH
'.'�'i'••��Gx ..•`'d�'•'
�E
DETAILS
STIR FX 7ER ,MILLET P1ROTECTMINTEA
I !7 Y GR4 frCL
' ��'',,
" ,,,,.�
CAARS - EVAN S LUWEM C WANY
DE
RY FW�7
I
N15
08/18/20"
TOWNSHIP NO. 7, CRAVEN COUNTY, NORTH CAROUNA
Nis
SUBVERT DG/QL
DRAFT MT/SF
SCALE
I DRAWING N0.
PROJECT N0.
SHEET
YW0WSTOW,
N75
30�
E -248
26043
5 5
DESIGN MDT
CHECK PHAT
OF
kWWrW_TW 7 Lwnbw ?WdlftkE _qftd"

CURVE TABLE
CURVE I RAMU5
I ARC LENGTH I
CH BEARING
I CH. LENGTH I DELTA
Ct 1 2100
1 46.48
4a07 '
A
GARNER ROAD (N.CSR 1121)
m (BO' PUBLIC R/W, 20' PAVEMENT]
APPROXIMATE LOCAT101V OF 6" WATERLINE
APPROXIMATE LOCATION OF 6" WATERLINE
/ /PER CRAVEN COUNTY U77LITY DEFT.
w w w w- w w w w w w w w w w
- - - - - -� - PROPOSED I' SE SERVICE - - - - - - - - -
PROPOSED i" (BY CITY OF NEW BERN)
WA TER SER WCE PROPOSED SEWER SERVICE VALVE
ASSEMBLY (SEE DETAIL)
INV =22.41 f.lb
S 2-0-§v
S S S -S * S S S S S S S S �--- S S S S S
WV. 22.4p'C f5" C.P.� 'P�Ox - - N 5535'QO" E 144, 47' N 5539'
a - �, 0 J s 0 --- -
!NV 22 s1 W.. wY wM INV. = 22.6f G
SY p .. ' INV = 22.51
20.0 o CRAVEN COUNTY POINT OF SER'.9CE INV = 22.91 INV = 22.i ,
26' 8/8 PROPOSED CONCRETE J
SEP77C TANK WITH J
9' SUBMERSIBLE S. T,E.P. APPROXIMATE LOCATION O<' 10"
10' 10.5' 9' TYP. 10.5 !O' r, t LOW PRESSURE SEWER PER TOWN
SYSTEM (SEE DETAIL)
OF NEW BERN A'S J
ITTh
1 " PVC WA TER �r `
PROPOSED LIGHT SL ps ^CE o 1't
N DUTY PAVEMENT SEWER J
o. THROUGHOUT ? o yG� PROPOSED HEAVY
PARKING/bRAC AREA �' I
,F y DUTY ASPHALT IN
DRIVEWAY91
11' TYP h 11• .9.�,=��6'�/� 4 y rF �50
w
' IJQ
JCS fjro
FUTURE
- +o '0� 3 P A R KI N G
•. • .�• s i . M•'.Y R + .A. • ± • . ra,�r-wp.ta.k� w� d" •'1 �Jw
ts' : 6 CONC: WALK W THICKENED
EDGE ] ' `* �: x, ,., . r, .,' �, ��k�� q l� in
a =J JJ rod
N/P ►� a N/F
.JOY E. RESSE J J ��0 GALE DEAN HERRIMAN AND MFE, Z MONRO9E M. WELBORN
D.B. 1750 PG. 197 J J D.B. C PG. IMA D.B. 1086 PG. 98
CENTURION/ HOLDING LLC
T 0'
D.S. 2414 PG 838
Z I A II
a* a+'3 II
19.
1-SLY METAL BUILDING xa JI
EXIIS77NS nN. FLOOR ELEV. 29.0 ; JJ 8' CHAIN p• Lil' CHAIN
wowI QOYF� • JJ UNK LINK
ENTRANCEN 55 35 23 E 11.1 cu FENCE N 5525 02 E 217.65 a0' A N 5573S9' E 12LL 70' �
25'
T IN = 23.
r 4
GRAVEL•;
;: ;: :• : 15, 8'CABC
. STORAGE.
8'CHAII� : 8"CABCI : YARD : , •', ; . ;
:STORAGE>-r:
FENCE. : : Y A R D
30' r' .' Zia. 0' '
CENTURION HOLDING LLC
D.B. 2277 PG 633 4? 2' r :. ; . t �, .: L T' r l; • ; ; 2' Z I' • ; ; ; ; ; ; ; ; ;
(REMAIN)
•.
3 0 0:{:;;;;::I•o 12' p:l•:::�I•Q E.
b:l•;:•;:•I•o �' b:I•;;;:::;:�;:�;:�;:::;::;:�;:�;:::;::;;::::::::::::::;;:;;:�;::;::;;:;;:
z �`' I•':•': I': ;:I•':••: I•: ':i'':••: I•' ':I••.••.•.,•;,• 8 GAec.;•.;•.•..••.•;,.:•.••.•,,•;.•;.,••.•,.•;.•;
g ; ; ; .: STORAGE:: :: :; :: :; •:
10.
00 f
':-'S TORAGE
LSTY. WAREHOUSE : YARD
FIN. FLOOR ELEV 29.0 ^ I :;;::;:;;:; ;;; :;;:•;;: :
q 'W1'RE rAJNMIO.WALLS.;•;: ;: ;: : : :: ;•'; ;: :.
BCJrH?IDES.':;;..;.,•;.•'::•':•':•':•'•:•':•';•':••':
15' 150'
T8M RR SPIKE !N OAK o
ELEV 27,36 (NAVD 88)
h � w
X r ExrsTrrvc rl Exrsrrrvc r., , . X S 5530'00' W T709.
1 ( I SHED I HEDGE ROW
EVVING
WOODS
�o
6' CHAIN FEXISTING
y o
LINK?FENCE
WV = 24.J9
STUART W P RKS AND ! DAMES W. BENTOEN AND PEGGY M. 8L71171
D.B. 770 P.a 824
MARGARET B. PARKS !
D.B. 1076 Ra 153 I %NV;
u
NOTES.
1. ALL DISTANCES ARE HORIZONTAL GROUND ME"AS'YIREMENTS.
2. AREA DETERMINED BY COORDINATES
J. THIS PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA, ZONE X"( AREAS
DETERMINED TO BE OUTSIDE 774E 0.27. ANNUAL CHANCE FLOODPLAIN), AS DETERMINED
FROM FIRM MAP NUMBER 3720549800J PANEL 5498J EFTEC77VE JULY 2, 2004. NGV029 •F
(-)1, 09 = NA VD 88
4. ELEVATIONS AND CONTOURS SHOWN ARE BASED ON NGVD 88 DA7UM. OFF S17E
BENCMARK USED FOR VER77CAL CONTROL: CRA 114 RESET ELEV. = 25.41 FEET(NAVO 88).
5. THIS SURVEY WAS PERFORMED WITHOUT 774E BENEFIT OF A TIRE COMM17UENT REPORT.
RIVERS AND ASSOCIATES DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH MAY OR
MAY NOT AFFECT 7741S PROPERTY ARE SHOWN HEREON.
6. PROPERTY SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS OF WAY, RESTRICTIVE
COVENANTS WHICH MAYBE OF RECORD.
Z CONTRACTOR SHOULD CONTACT NORTH CAROLINA ONE -CALL CENTER (NC ONE -CALL)
AT 1-800-632--4949 TO HAVE UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVA77NG OR
TRENCHING.
8. THE SURVEYOR MAKES NO GUARANTEE THAT THE U77LI77ES SHOWN ARE COMPRISED OF
ALL SUCH U77LI77ES IN THE AREA OF SURVEY EITHER IN SERVICE OR ABANDONED. THE
SURVEY FURTHER DOES NOT WARRANT 77-IAT THE UNDERGROUND UTILITES SHOWN ARE IN
THE EXACT LOCA77ON INDICATED. THE SURVEYOR DOES HEREBY CER77FY THAT ALL U77LIPES
ARE LOCA7ED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE THE SURVEYOR
HAS NOT PHYSICALLY UNCOVERED AND LOCATED ANY UNDERGROUND UTILITIES.
9, THIS IS NOT A CER77FIED BOUNDARY SURVEY AND IS NOT TO BE USED FOR SALES OR
CONVEYANCE.
12'
R
o�
4
PENALTY
o�
R7-8
NOTE:•
SIGN TO MEET ALL STA TF,
LOCAL AND ADA REQUIREMENTS
PAS SW
NO SCALE
5
1/4" SLOPE PER FOOT
Qa
a0 Oa�� 0 Oa p 4404 p °
VO '
4" THICK CONCRETE WALK
REINFORCE WI774 DO
6X6/ W1.4xW1.4 W.W.F. n da
6" 1 6"
3/4" CHAMFER
2.5" BIT CONC. SURFACE
COURSE TYPE 1-2
a'�aa�a ao a aka
a a0aDa0aa04�a0
4
6" ABC STONE BASE
WALK DETAL AND TL
PAVE'BVT SECMV
NTS
8' CHAIN
UNK
FENCE
FUTURE
G R A VEL
r"ST,NG
SHED
0
EXISTING
SHED
ENST7NG
SHED cl
N
ELIJAH RAY AND ELEANOR TAYLOR
D.B. 1061 P.G 160
3 n" RI r rnur CI up;,Arc
44 0 0
a" ABC STONE BASE
TYPAL MOYDwi!fYPAV g"ff
N73
F U TURE
GRAVEL
(_-&L L& IAIL WIitt 14 LJt .7
REFERENCE
D.B. 2428 PG. 635 - GARRIS - EVANS LUMBER COMPANY
D.B. 2414 PG. 847 - GOLDSBORO STREET ASSOCIATES, LLC
D.B. 2401 PG. 676 - GOLDSBORO STREET ASSOCIATES, LLC
Hum
FOR 4' SErtar M SM TO E VOLCNM YODEL #084-It
wR1i 4G8460 LN) MARKED SEWEL
FOR 0' SERIACE. BCN TO E Uff JM M # 1674Z
WAD YARNED SEi1M
PAVEMOU SEE NOTE -7
IFULL PE IS" TY
CLF]1 W RE=
SEE W NL 8-1 MID 9-1A
Cfj.=,4 DETAIL FOR PAVED AREAS
NTS
Site Data
N
GARY W. WILSON AND W1FF,
LYNN A. WILSONI
D.B. 2307 PG 103
JwV
8CHAIN
J LINK (X.IJE C. PON�E'LL AND WIFE,
FENCE "NIFER POWELL
D.B. 2200 PG. 50 / I
8' CHAIN
\ uNK
Vicinity M8p
TOTAL ACREAGE 1N SITE., 6.81 ACC,
PROPOSED GROSS FLOOR AREA: 30,350 IF.
PROPOSED COVERED STORAGE AREA: 12,450 SrF.
BUILDING LOT COVERAGE 14443Z
BUILDING HEIGHT IN FEET AND STORIES: PROPOSED 20' (1 S70RV)
TOTAL Na OF PROP. PARKING SPACES: 37 SPACES (INCLUDES 2 HC)
PROVIDED PARKING = 37 SPACES
REQUIRED HC PARKING - 1 SPACE (VAN ACCESSIBLE)
TOTAL SQUARE FEET OF EXISTING IMF'ERWOUS AREA: 1$834 IF.
T07AL SQUARE FEET OF PROPOSED IMPERVIOUS AREA: 234,279 IF. (78.0.1O
PROP. IMPERWOUS AREA FOR PARKING AREAS: 191,479 IF.
CURRENT ZONING: NA
PARCEL NO. 7-020--053
7-020-054
7-021-11000
o I I �k
cv
I-N-36-4212rf 19155'
a / t
78M 80LT !N TEIEPNONE POLEELEV 26.59 (NAVD 88)i
7 t
r y
. V
/
S 563233" W
8' CHAIN f (.? 3
LINKI I O R_
FENCE
N I /
o�
N
� DARYLE W. E'JERETT AND WIFE, CARISSA
H. EVERETT I
cv D.R.1917 PGA 699
Q � l I �
� �� �
/ K.
O
/v
15.D' O
e
X
LECIEND
TP 0
TELEPHONE PEDESTAL
WM 0
WA TER METER
Sv m
SEWER VAL VE
Fll•($�
FIRE HYDRANT
CNTRL
CON7ROL BOX
SP 0
SEWER PUMP
C.P.P.
CORRUGATED PLAS77C PIPE
C.P.
CONCRETE PIPE
0
+ ��
CENTER LINE ROAD
00
+ hyo
CENTER LINE DITCH
o�
+
NA GROUND
O°
+y �R
EDGE OF PA VEMENT
0
+G`y
CENTERLINE SWALE
FENCE
S
EXIS71NG SEWER
SA TELL17E DISH
N/E
LOLA M 7HOMAS
D.B. 2176 PG. 023
RECEIVED Owner / Developer
RSEP Z 2 2006 PO BOX 254J3 LUMBER COMMPANY
GREENWLL, NC 27836
CO O
CLEAN OUT
DWQ [phone]
RT'AMWATOER
PROD #
ASPHALT
GRAPHIC SCALE
71
GRAVEL��
�Ifi t At ( tam Erg _.
30 0 15 30 so 120
OAK
•- .
t .. , 4 veffl � fw'.-Sy P64s n � IN FM
HOLLY
1 inch = 80 ft.
DOGWOOD
9/2%6 REVISED PER NCDENR STORMWA7ER COMMENTS •- MDT
MAPLE
PECAN
,`01111 n rr l j,11� iik�
MAGNOLIA
,
o,_
7�0 i�vpl1C
!-9•�=�
RI VER BIRCH
& Associates, Inc.
';
4 • slrxe 1918
' SEAL = 107 East Second Street 6131 Falls of Neuse Road, S
PINE
028911 = Greenville, NC 27W (252) 7524135 Raleigh, NC 27609 (919) &
�i
GUM/SHRUB'•.;.
;= SITE, STAKING AND U 17L1 TY PLAN
• .crr� . So ,
,AE
ONE
EXISTING OVERHEAD
ELECTRIC Ir•� 1,``,`� _
�t G4RW EVAM LUA43ER COAFAW
T
EXISTING OVERHEAD
TELEPHONE
W
EXISTING WATER LINE DATE 08/18/2006 T/ILMICIJID AIn 7 nnALoVAI r+nI1AI7'V AI/IDT I r•e011
11E► m-Twp 7 Lwnbe• YadldwgkE 2°LdwD

GARNER ROACH (N.C.S.R. 7721)
(60' PUBLIC RIW, 20' PAVEMENT)
811E-
,APPROXIMATE LOCA77ON OF 6' WATERLINE ,APPROXIMATE LOCAAON OF 6' NAMRINE
// // PER CRAVEN COUNTY U77UTY DEPT.
w w w w w w w w w w w w w w
25 66 26.05 �+f26.06 26. ID 2 s r7_ 2B 25 26.29 ?6.2B 26.4?
Ep
THIS ENTRANCE !J- _ -..... .�,r_ _ _ - , _ _ _ , _ _ 1� IGL �._ .-' Ep W� _.3G..- _ ._ __- 63 _ 26.65
DI Na 15 NOT TO BE FOR __ _ CDNST. ENTRANCE cn £ 7N/S ENRANCE IS
+226vra 6 J f _ - 6LF 18" RCP + TOP 24:50 CONSTRUC� FES NO. 17 +a 2 +q +26 43 +2s sr +26.71 +2s 70 +28 BD +2s 77 +26.68 NOT TO BFF� FOR 26.82
--- _ _ W FES INN. 2250 7RAFF7C INK 22.30 .............. ccR arr a eLR czir ccrr EPx/ciR CONSTRUL*iT� +cra
2A in
LIMITS OF DISTURBANCE 26.59 71iAF'F►C 26.42 RDp( CHECK DAM
+2585T-'^ _ `s __ _122
ter_ 76_ - - --- -�09 _�_ _, _-_- -- 26.26 ---_-----..` 26.45 42 2640
EP -�- 2�_ -�� NQ�19� ___ ��- --2r;---•--_�■-- _ ra
rNu, z 1 iPo '; ' qC2 S --� -_ -- ------25 ---- `- -___ ___- S _ �_____ __----_-----------
RCP_
-`3- �48" j� - 45 ! i -=23 �g + -- �_� - +icy --= -- �. - .�_ _ _. _ - .6 ' _� _ -_- _ '_--______=_-^� I' --__- --- - - _� _S �� A_ - - - -_- _�� T_---- 27 S
1NU •� 22.4o'C= ��. -- - 23 ,'gyp` _ _ r... -__-----24---------------- -------••-___--��D- ---------_- ___------23==== -aD
�� _i - ;x• - - _- 7i - _-- -24--- -- I ------ -_ _ - -- - -- - --- _
'1 r- s o A25-------------- �- � I __ � ?-5__
sv r INV. = 22.51 rNv. = 22.sr wm 1 w,a INV. 22.sr ~_+Ns� NO. 20 2 FES NO.r21
t - 6 __---24-- - r .:...:. 24.I _ +z55 , wv a 22.9r INV. = 22.
1 FES NO. ti! " :::.1 .�7 ..:..:. to Nc 1 22.75 FNV. 22.80 25.7
+INV 22.70 \ 25.5 ��� �`l Nr +xs2 Cif NO. 1 02 \ LOW PRESSURE SE�rc rcrc rvnn ' � � �'? � 3 i +NG
Z7_ 3U 7 ROCK CHECK DAM TOP 26 85 ! ~ ~ ~ � t
s INV 24.07 +24 7 OF NEW BERM as J ! I N N
/ C..O 2 NG 1
I !
27 58 24.9 27 OQ \�\ INV 26.82
2,3 97 1 U ' i FES NO. 24
\ +NG \ Z ►� ^ ` 1 INV 22.90
04
2ZZQ ` U 11 Ncc'�5 + Z
v �_ Q + FUTURE PARKINd � +25.6
6256
25.
1 c ! NG NO
\ / 258 25.5 r ' +NC9 1 IIQ• AREA DRAIN 04
z5.9 NGp't• \ .'� +N° +O + v \ /�� ��1 0 Ti0 BE DIRECTED F U T URE
xc+ �Nc 111�0� TO DIN0.5A O PARKING
2774 O
� Di N0. 5A
2l � °3 +Ncl 11 # TOP 2610
25.0 \ 11 0 IN�/. 2a31
+NG NG � i i +25.9 N/ r
Nc j \\ N N 11 0eG GALE DEAN HERB MAN AND WIFE, , / I 5 "G MONROE M. WELBORN
I JOY E. RUSE
N \\� IZ D.B. 1750 Pa 197 11 1; ANGELA C HERRIMAN ! 2c3+ XIS+N . g D.B. 1066 PG. 98
\ 11 D.B. 1932 Pa 10407 CLD
CENTURION 14"NC% LLC \ a - �• ,
D.B. 2414 PG 838 I \ 11 �' +Nc7 i' 1
s. r �\ SILT 11 I Qk
+. I +3 t^ FENCE
257 2 . 1 / f j h ^7O
NG i , SILT
1-STY. METAL BUILDING ; +N4.e 11 ^ ,-_4i o FENCE
254
EXISMO ❑ I / 11 I N r FNO 8' CHAIN
WOODS FIN. FL qpp ELEV 29. 0 � CB NO. 13 , 11 8 CHAIN � , FES Na 23
FES NO. 14A + I TOP 27. 1 ; UNK IGA
1 NO.22 2AVV, 2400 LIMITS OF DISTURBANCE UNK
y INV. 23.30 N ROOF DRAINAGE TU BE DIRECTED TOWARD POND IN 2373 + 4.2 ROCK CHECK DAM / 1/y LIMITS OF DISTURBANCE-r- c`n 257avmAlwrx: ,_
-- _�_=� �___� .�1lTD�T4-====____=_ ---=='-------------- __
__ _
----- ____-_-__-- _ __ ____ ____--
----- ----- ----------- _ _xT _ ____
--------- o +�' +� 75'- �'�'-----p�--- w - "-�� ____ .------ ----- 23-- ---- + ____ ____a4 �, _ _ s PATH 01� TRAM 25.5
24--------- - NlFy ,2s3ia�0-----_'----- . + -- + ?a2 t21.5 24.4 + � 6
-_------__25____________________ -_ $.•----_-_---------__-______-___�� __-_-__- i -__ _ ____� _____ 24-- -_ Z4 __ 25 _____ -,�- - T •-25 �� � NO
4LF 15 --------------------------------- -___ --_--_---------__--__ ---- - -____ r -- ___ _-------_____ ---- - -- -- _-_ 25 THROII! BA
INV
RCP I-' �`c'A 27s ,' _._ -._ '27 26 1` � �� 24 (146.5 FROM
WAS A _28� - _ F04REBAY)
°
wM
+NO
25.4
{ NO
GRA ;;. ;;:;;::: :•'.•' : : :"�� �11 11-24.2
GARYW. WILSOIVANDWIFF,
o +z5s +25s 11 2 19 zss LYNN A. WILSON
O
LNG ; NG NC CLD 6" DR 187 5 +NO D.B. 2307 Pa 105
251 NG
+NG3 .+•NGT • ''.0 11 (SEE AIL) 6" 25.4
115' +zss 65, :e�� ;: - ;;.;;• ;; :;• ; ;: ;; ;: �I �A swag
NG 1' �s7. Q 1 I 25 18 17 +N5.6
CABC j 1 +N 1 0
NO ,p' STORAGE. •'.•'.•'. •''• 1j NO 221 I ,
.8''QY,411 ''. 8"CABC :''.: ; ;•';: ;. : : :: : : : :'':. : YARD ;•.; .; ;, 11 NG �i/ N +2"
UNK' ; : : STORAGE '.. ;,•' ;. ;. ;. �j. ;. ;. ;. :,• i° 25 / ^'ry= h Nc
FFJtiiCE. : YARD ; , . ; 11 DI NOt 25� ti ry
Df[N0.'tf DflVIO.•10 :•':•' :.';. ;.. ;. ;. ;. ;'N0..4' :. ;. ; :. ;. �E TiaP2 0
YM 28.00' ; • ' ' . :. •70� •28;00 ; . • ; ; . ; . ; . • ' ; , • ; ; ; . �► 7i'!P 2�0� • ; , ; . :. ; . ; .. ; ; , • : , I i INV 0 N 21 __--
YNV ' 5►09 . 90L i8'; RCP O ! OOX , INK 24.19 , •135LF' t5 R67. 19. 0.50X INV,..23'S2 309Ll= 30" RCP a a2ox i 1 N 18 19
;. ;. ; �. ZB..• �. ;:�;: : ;: •';. ;: : : : 1i IN 617 i7 4.s it
;. ;. 2s.5 ;. 2.�• ;. ;•'; ;. 2 ;.''. �1 PRO C714N 181 CLs , +24.6
SACS . iNG . + ; ; , +N 2 ; +2a 4 25.4 I I (TYPI AL) Q 21 N
+ N c s + sue ; : 2 $: ; . ; ' . 2 g 95 ; . ; ; ; : ; ; ; ; ; ; • ; ; . ; ; : ; ; : ; ; : ; ; ; . ; : . ; : ; : : , • ; �g . : ; : : N G + N G ; i +?� "� � 22 21 � % �N A I N N/�" EXI S DRIVE INSTALL CI AS E N T TEMPORARY U EL
3O' . X ' 2$. 'x a ; : ; ' ' ; ; ; • ' ' • ' ' ; ' ' . : k ; ; : : ; �I 41, 19 ��� ; OLLIE C. POWELL AND WIFF, CONS7RUC77ON ENTRANCIE (2O'x5O'x6")
:; ;; ;; ;; :; ;; ;; :;; ;:; JEINNIFERPOWFLL / +264z
0 0 0 1i 5 -16 / \ D.B. 2200 Pa 50 / ......}}}}}2B.47 aR
24,9 EF
• Q 6 1 25.2 26.5 8' CHAIN 211
; ; ; ; 2�s�Q . ; 2 . +NOB .80 +NO +NC +25.8 LINK
N LT Ify 21 I NO ti F 2&7 I � �I/ /
CENTURION HOLDINC,� LLC FACE ; ; , ; ; ; ; ; ; 25.0 13.6 / N I I Zs
D.B. 2277 PG 633 «. ccD 22 G ! ry
(RE)WAINDER) ; , • ; Z ; . ; : ; : Z ; y� lz Z ; : ; ; • ' ; : : : : : : ; : : : : LI OF I'ISTURB*,E
25:4, ,*NG8, +NG 25 j wool
4.3- 25.7 A ¢Q.
❑ i `FNa3 ; '+NO ; ; 27 77 -25 �' 26.49 +2s.47 /
256 of�F 2 5• 26 cLrz p /►_
i+ ?65' I� 1►+N 1� ro ; ; ; ;~1-`--------_..._-.______________ --__ _ __ __----- FES ����'Q�/� [Y/tt/`I•
+11
2s6 No NW NG; ; S`�'yfiC ;;•'. 1 ;•';.'; ;•'; DI. 93j� -- ----_
NG , 5ps. roP 2a0y ,�- - �- ;..�_�- . ff ., INV 23� 16i7 �° a
RCP a T . i E7t
+
256 QQ
W INV' ,2;3, 98• �
'"
"
•
IN 8'
8 CABC SKT
p
p(CE'..
e . 20x50x6 AVEL
STORAGE s _. - �}•..
FUTURE zs
DIJ 7t?P 28. �'
2EC00 • U U R E
C� pp BA • + CONST. TRANCE
.N YARD k GRA vEL __ - S• I
O ; V. 213; ; ;INN'.; 24:90 : ; I V ;24:68 ; ; ' ; ; ; ; ; ; ; ; ; ; ; ; ; : _ __ -------_ - �2
O cQ;� qq 15' RCP
24.5 ~ 24.4 25 -L6 t I /
26.48
Z C I 1 t1 ! EP 26.41 /
1o' 10' ; • ; . 10' : ; ; 2' ' LIMITS OF\DIS ANCE `-, ' 235 +CLR e
.ii�.�1L' • . • . • w. : •2"3.� ; +257 +215 257 �� ` {F tl f FES CLD
Q: • +A(C • NG +NG -25-- 1 25.2 NV n3L6
li•LLiL. Z �.; 25.¢ < <V 25.3 NG NG 252 ! I
.+25.T • X ' X . . X `I'NO• • X . X • + 25
+NG +NO
+N�4 5. Nc ;,';,• ;. ;. ;. : : : 8' CHAIN 1
0 I +NG7 ^ UNK
FENCE ROCK aotm A It l ti I
• ' ; • ' SUMP. DR'.4W 'FPCIMIRUCkKa• r c 1 ! / / s.4G
908E1VD' •12OLF' 8'Vd PO (10.
; Ill NM 12 , ; ; ; ; ; ; ; ; , • 2� r! b. N� � /+ � °��.29
Z8 �' I 28 DARYLE W. EVERETT AND WIFE', CARlSSA t l Il I I .4 i
\ ? OF RETAINING (VAIl' 29.OD ; : : ; : ; ; ; ; ; ; , ; ; IN lt! . 24. Z9 :: : ; ; 8" CABC ; ; ; ; r°r \�� +NC 6 Nc 5 7 H. EVERETT l ! /i I ° fi 4 !i 2.95
_ S T O R A G E +219 �\ +NG D.B. 1917 Pa 699
Z _ YARD NO �r FUTURE I I / A0 acy r
FIN. FLOOR ELEV 290 ; GRAVEL
N ROOF DRAINAGE TO BE DIRECTED TOWARD POND : 2ss ' : ' ' : `.�r4o i I I
+N� 4 (� O ; ; +No . ; NG8 l N it {"p�� a�4 ;
N°p 2t ' • ' ' . s6 8' CHAIN +NHS + �`\`` N F .52 v
N 25.6 2ss +NG4 . ? Nc + G UNK \ 1 a0 a '
+Nc 150'NGB +Nc A-1; ; ;;.;;: ; ;: ;: ;: ;;:;;: : ;: FENCE �G�E \ � N26.41
TBM RR SPIKE IN OAK 28 28 28 27 '28 +`'� +NG4 0z
�ELEV 27.36 (NA 88 ` 24.s a _ __ __ 26„ -
C ) 27 27 27 - _ 25.0
- ------ -- --- _ ------ 25-_
ii=
_ 3~, _ fir____ _____ -- - I J1 - _____�` -- �` z s X
1 �� I f E S77A' ! ExlsnNc `c,�D" x LIMITS OF DISTURBAN
SHEDHEDGE ROW ,ly
Evs7iur_ ,r
1 EVS77NG I SHED '� J
--jo
! WOODS �-_! It +z5.5 \
25.3+ +254 +25.7 I1 25.4 NG 253
NO at ° NG NG 1 I r + +NG \
25.4
NG +
NIP
STUART W PARKS AND
MARGARET B. PARKS
D.B. 1076 P.G. 153 )
TOP OF WALL
EL 29 00
BUILDING TOP OF GRAVEL
WALL SLOPED AWAY FROM
BUILDING 80'
4' 36' 40'
TOP OF GRAVEL
FIN. FL EL 29.00 EL 2a 95
of lz sx
8' PVC 7HRU EL 25.20
SIDEWALL
INV. 24.65
LOW POINT 4' FROM WALL
SLOPE 7RAN5VERSELY a a5z NT5
TO 8" PVC T HRU SDEWALL
EXISTING ! ?�
8' CHAIN FOOT BRIDGE 1 !
UNK 1 !!
FENCE 1 i
! !
f
INV 24.39
NI IF
JAMES W. BENTON AND PEGGY M. BENTON
D.B. 770 P.G. 624
GRAVEL SURFACE
EL 2a 40
VWVLft {iVfTD mvm
GUTTER
24'
GUTTER
I + NG
I EXIS77NO
r1 SHED
ExrsnrrG� I r
SHED !1 f
r ! I
I 1 25.7
/ r No
N i!
ELIJAH RAY AND MANOR TAYLOR r I
O.B. 1061 P.G. 160 i !r
f �
N07L=.-
"
6"
CONC: CURB AND
GUTTER DEr AL
N
LOLA M THOMAS
D.B. 2176 PG. 023
THERE ARE NOT WETLANDS LOCATED ON THIS 577E
STORMWATER QUALITY POND TO BE U71U77ED AS SEDIMENT
BASIN DURING SIZE CONSTRUC77ON AND STABILIZA770N,
ONCE STE IS STABIUZED, MUCK OUT SEDIMENT FROM
FOREBAY AREA AND FINE GRADEISHAPE S7ORMWATER
QUALITY POND TO DESIGN PARAMETERS AND PREPARE FOR
SEEDING.
ALL ROOF DRAINS ARE TO BE DIRECTED TO 7HE FOREBAY OF
THE STORMWA TER QUALITY POND
GRAPHIC SCALE
30 0 15 30 60
{ IN FEET )
1 inch = 34 &
9120106 REVISED PER NCDENR STORMWATER COMMENTS - MDT
120
llti ps-TvP 7 Lonbor YbFd%d91E=Md

_x
U I E. I. P. NW557J 0 59" E128.70
DI R9. 22 F z 3 TIMES PIPE Seeabed Eroatr Con#*ol 111roviaskm
-----TOP 26.25.- _ - -== --- -------------- ----- UJ z
I 2J ---------------- 0 1. NO PERSON MAY INMATE A LAND DISTURBING AC77WTY BEFORE
IN V 23, 00 ---------------- .. ... 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL J INCHES DEEP OVER ADVERSE
V. Z4. W ----- . ........
SOIL CON017IONS, IF AVAILABLE
PATH OF 7RAVEL VEGETA77VE SHELF TO BE HYDROSEEDED WITH N077F)ING THE COUNTY OF CRAVEN OF 7HE DATE' THAT WE
............. ............
26 THROUGH BASIN 41ETLAND EDGE SEED MIX AND EMERGENT ......................... Z. RIP THE ENTIRE AREA 70 5 INCHES DEPTH. LAND -DISTURBING AC7714TY WILL BEGIN.
.. ..... ........
I REMOVE ALL LOOSE ROCK, ROOM AND OTHER OSSTRUC77ONS LEAVING SURFACE
25 (146.5' FROM WETLAND SEED MIX AS PREPARED BY JFNEW ... .... 2. PROVIDE A 20' X 50'X 60 STONE CONSTRUC77ON ENTRANCE AT
DRIVEWAY AS SHOWN ON PLANS,
24 FOREBA Y) NURSERY OR APPROVED EQUAL. CONTRACTOR REASONABLY SMOOTH AND UNIFORM.
OUTLET DROSEED, MULCH AND IRRIGATE 4, APPLY Y A GRICUL TURAL LIME; FER77LIZER, AND SUPERPHOSPHATE UNIFORMLY AND I SEED OR 07HERNSEPROVIDE GROUND COVER DEVICES OR
.23. To Y STRUCTURES SUFFICIENT TO RESTRAIN EROMON FOR ALL EXPOSED
STTUCTNY,f�?E VEGE TA 77 W SHEL F VEGETATIVE SHELF PER MANUFACTURER'S' MIX WIN SOIL (SEE BELOW). SLOPES WITHIN 15 IfORKING DAYS OF COMPILE710N OF ANY PHASE OF
TOP 4, 77 22 RECOMMENDATIONS TO ENSURE PROPER 4 0 0 0 0 -5) 5. CON77NUE TILLAGE UN
A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM GRADING. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL
-6.1 SLOPE'- VEGETA77ON ESTABLISHMENT 0 SEEDBED IS PREPARED 4 TO 6 INCHES DEEP
INV 2)3. QO 00 �J A EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH
(SEE DETAIL) - - - - - - - - - - > 00 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED UGHTILY WITH MAJOR STORM EVENT FAILURE TO KEEP ALL EROSION CONTROL
21 0 0 SEEDING EQUIPMENT OR CUL77PACK AFTER SEEDING. DEWCES IN PROPER NVWNG ORDER MAY RESULT IN A STOP WW
0 rx 0 % MAX. 1 1/2-1 Z MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH WITH ALPHABE77C ORDER OR OWL PENAL77ES UP TO $%000.00 PER DAY OF WOLA770N.
LENGTH TO WIDTH RA770 00 > > MATERIAL (MULCH SHALL NOT BE CRIMPED) THE COUNTY RESERVES THE RIGHT TO REQUOW ADMI7000AL EROSION
146.5'125.35'- 5.78. 1 %N�00 cop 0 RIP -RAP a INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS CONTROL MEASURES SHOULD THE PUW OR /73 IMPLEMENTATION PROW
•15.5 VARIABI E WITHIN 7HE PLANTING SEASON, F POSSIBLE. F STAND SHOULD BE OVER 6OX TO BE INADEQUATE.
(03 DAMAGED, REESTABLISH FULLOWNG ORIGINAL UME, FER77LIZER AND SEEDING 6. PLEASE BE ADVISED THAT A RULE 70 PR07ECT AND MAINTAIN
0C J.'i - MAIN BASIN
11,21,12 11 RA IM EVSZING BUFFERS' ALONG WATERCOURSES IN THE NEUSIF RIVER
it 1 3 TIMES PIPE DW ITNUAL ENERGY DISSIPATER W/RIP-N 9. CONSULT CONSERVA770N INSPECTOR ON MAINTENANCE TREATMENT AND BASIN BECAME EFFECTIVE ON JULY 2Z 199Z A TEMPORARY RULE 70
FER77LIZ47ION AFTER PERMANENT COVER IS ESTABLISHED. PROTECT AND MAINTAIN EVS77NG BUFFERS ALONG WATERCOURSES IN
Al- PIPE DW NOTES* APPLY] AGRICULTURAL LIMESTONE - 2 TONS/ACRE THE TAR RIVER BASIN BECAME EFFEC77VIE ON JANUARY 1, 2000.
OCPO 0 00 10 C 10:008000
20 C9 THESE RULES ARE ENFORCED BY 7HE DIWSION OF WATER QUALITY
10-10-10 ANALYSIS AT 800 - 1000 L1911ACRE
X. V?, FLARED END PIPES GREATER THAN 36* WILL FERTIL12ER (D*10). DIRECT' ANY QUES77ONS ABOUT THE APPLICABILITY OF THESE
22 - -
2 Was To YOUR PROJECT To MR. ROGER IHORP& REGIONAL WATER
PROTECT BOTH ENDS OF PIPE MULCH - 2 TONS (APPROX. BO BAILS) SMALL GRAIN STRAW/ACRE
QUALITY SUPERWSCR WAWNGTON REGIONAL OFFICE, AT (252)
Aid] ANCHOR - TACK WITH LIQUID ASPHALT AT 400 GALL CRE OR 946-6481.
W- 25 EMULSIFIED ASPHALT AT OL03 GALI'SQ YD Z ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON
^20,rj YOUR COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAM
0,9- -WAWAJV.)J RIP -RAP DIMS. AS SHOWN ON PLAN REGULAI70N.% AND RULM IN ADOITION, LOCAL qTY AD couNTY
FROM CHANNEL THUS ORDINANCES OR RULES MAY ALSO APPLY 70 THIS LAND-DIS7URONG
2019 AC77WTY APPROVAL BY THE COUNTY DOES NOT SUPERCEDE ANY
07HER PERMIT OR APPROVAL
40 FILTER STONE BM 8L AREAS 70 BE PERMANENTL Y SEEDED INCLUDE STREET SHOULDERS,
Y L-j 44
L Y SPILL (R R FILTER CLOTH
I . SPILLWAY - 51 -k4 (3 DRAINAGE EASEMENTS AND ALL DISTURBED AREAS
THICK CASfi 9. ALL RIP RAP SHALL HE CLASS B WIN FILTER CLOTH UNDERLINER, AND
DI NO. 5
WTH I
S APRON 17 TOP 2750 TYPICAL CONC. &vdhg and Acre SHALL BE INSTALLED IN THE QUANTITY AND LOCATION INDICATED ON
IN V. 22.9 1 FLARED END PLAN. ia 20' X 50' X 6" 77410K ABC STONE PAD 70 BE PRO WDED AT
CONSTRUC77ON ENTRANCE.
21 SECTION lb
22 JANUARY 1 - MARCH 31 10. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED
WAY 22 RIP -RAP PROTECTION AT OUTLETS Common Bermudogross (unhulled) - 20 pounds per acre SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLE71ON OF ANY
A)w (grain) - 25 pounds per acre PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL
20 higm DISTURBED AREAS W7HIN 15 WORKING DAYS OR 90 CALENDAR DAYS
IOX44 CLIss "B"-18 APRIL 1 - JULY 31 OR DE'va
19 %
FOR PIPES ON MILD SLOPES (WICHEWR IS ENT SHORTEN) FOLLOWING COMPLE77ON OF CONSTRU0770N
oPM
STON APRON-17
Common bermudagmas (hulled - 12 pounds per acre 11. SEDIMENT MLL BE REMOVED FROM 774E SILT FENCE WHEN IT BECOMES
2.1 FORESA Y a 5 FEET DEEP.
P11C.44L ENERGY DISWA TORS 12. ALL SEEM AREA 104L BE FERTIL12ED, RE -SEEDED AS NECESSARY, AND
FPS NO. 15 NIS AUGUST I - DECEMBER 31
MULCHED ACCORDING TO SPECIFICA770N IN THE WGETA77VE PLAN TO
INV. 22.80 Common Bermudograss (unhulled) - 20 pounds per care MAINTAIN A VIGOROUSS DENSE WGETA7?W COVER.
17 Tall Fescue - 60 pounds per acre
18 13. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON
Rye (grain) - 25 pounds per acre COMPLETION OF CONSTRUCHON AND STABILIZATION OF GRADES
N-3 19
va 20
TA 77 VE
6. 1 SLOPE
AXLE
--------------- claw&wffim SC&N*Afe6_
NOTES: The project conal9ft of construction of one commwtiol buftffhq, parking
1. ROCK CHECK DAM SHALL BE CONSTRUCTED lot lumberyard and associated storage buildings, starmwater detention,FUTURE GRAVEL DRIVE ------------------ A A OF CLASS I RIP -RAP WITH 120 THICK NO. 57 and water and sanitary sewer wrykes.
L STONE FACE ON UPSTREAM SIDE. 1. Construction and Implementation of appropriate
L sedimentation and erasion control measures. I Week
2. H=VARIES ACCORDING TO LOCAL COND(77ONS.
INSTALL AS DIRECTED BY ENGINEER. 2. Construction of Storm Drainage FacAMw 2 Weeks
STOf WA 7ER alWfff f "VD J. Rough Grading SiVe 4 Weeks
4. Installation of Water and Sewer 2 Wee"
5. Fine Grading Parking Lot 2 Weeks
6. Pknmment of Stone Base I Week
4 4 - _7W GF MW EL 295 Z Building Construction 4 Months
mpawr smow - aL 2ar ' A SPILL WA Y SHALL BE 6 MIN. BELOW LEVEL OF LOWEST BANK 8 Remove Accumulated Sodiment from !Week
'Z7 PfiW4NWT P= - EL =0
7W WETARW S%V.F - IL 240 PA SPILLWAY W MIN. 2�-O"* Stormwater Pond & SVdm
-0or> MVAVW ShaF - EL M.0 21jSMEAM WID71 MIN.9. Landscaping and Sodding & Mulching I Week
NO. 57 STONE is Placement of Asphalt Surface Course and Striping I Week
FaWAY M0"tW - 145 -00T= aF PaW - & ISS
N Several of the Items listed above may be constructed simultaneously,
An Anticipated Completion of 6 months is expected for this
FOREDAY SFVLLWAY - EL 21.4 project
A -A CLASS I RIP -RAP
IEMPOR4RY ROCK 80"I'm T CHECK DAM.
STORMWATAER QUALITY POND TYPICAL SECTION. N 75
NO TEr-
EAST JORDAN IRON WORKS smimmr comma srow STEEL POST SHALL BE 5 FT
GALVANIZED FRAME AND GRATE -\ VARIABLE AS DIRECTED BY ENaNEER SHALL BE NO. 5 OR NO. 57 IN HEIGHT, BE INSTALLED 1.5
(V-5660) (10' MAX.) MAE MESH SHALL BE FT DEEP MINIMUM, AND BE
HARDWARE CLOTH 23 GAUGE MIN. OF THE SELF -FASTENER
A
PLACE STAPLES 1-1 2' TO AND SHALL HAVE 114 INCH MESH
III all I LAST STRIP 120 OR MORE. OPENINGS WOODPOST -%qALL BE 6 FT.
6' APART OR AS AE101D IN HEIGHT, BE INSTALLED 70
12 CAME, 4ox 4" 10* 11ffiRE FA TO 14OLD EXCELSIOR TOP OF WIRE MESH SHALL BE A 1.5 FT: DEEP MINIMUM, AND BE
........... I .. . - I MINIMUM OF ONE FOOT BELOW
........... - - - - --- FIRMLY IN PLACE THE SHOULDER OR ANY 3 INCHES IN DIAMETER, POST
B .1 F SPACING SHALL BE A
........... B DIVERSION POINT
4" THREADED C.O. CAPi MAXIMUM OF 4 FT
- - - 7,77, 7 7, T, 7 77 7 L- I - - - .- - -- -- - -- - -- , DIRECTION OF FLOW
07 7 /
SEE PLAN FOR 1 STEEL POST + BURY EACH EDGE OF MAXIMUM POST SPACING 4 FT. WIRE MESH
PIPE SIZES
1-114
AND LOCATIONS STRIP 4" OR MORE.
a_ 2,3. 00
1 4- 4- SEDIMENT
4" PVC
1.t
"DAN IRON NORKS 01 WIRE FABRIC I t EXCE1,51OR MATTING S7RIPS CONTROL STONE A .. ...... EAST A
GALVANIZED FRAME AND GRATF-\ 4. UNLESS IL __JF
(V-5660) UV RESISTANT
OTHERVASE GEOTEXTILE FABRIC
N07ED Ad
11111E
L4- PVC CAP W1
1-3140 ORIFICE TAMPED A VERA GE BOX
ALUMINUM GRATING BOLTED TAMPED BACKFILL DIMENSION VARIABLE
TO 4" 7HROAT OPENING AS
DEBRIS GUARD (ALL 4 SIDESdr, 0) 0
SECTION A -A
A
BURY FABRIC 6" MIN. SLOPESTABLOUM MUL77-DIREC7701VAL FLOW
V, F, AE *,,". Z; 711. SM 4 1, r 7 P, G
SEE PLAN FOR
•N IS ROCK INLET SEDIMENT 7RAP
GENERAL N07FS: PIPE SIZES. n5MPCR4RY SIL T FENCE
NIS NIS
MORTAR JOINTS 112 1/8" THICK
CLASS -AA - CONCRETE TO BE USED.
OR/FnE DETAIL -
THE POURING OF FLOOR SLAB TO 6E ACCOMPLISHED BY NTS
FORMING.
ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE
PROVIDED WTH METAL STEPS ON 1'-2"± CENTERS.
CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK,
JUMBO BRICK WILL BE PERMITTED. SEC71gN A -A
NOTE-- ALL PAR77ALLY COMPLETED STORM DRAINS
WATER ABOVE ELEV. 25.10 IS RELEASED SHALL BE PRO 7EC TED AT THE END OF EACH DAY
TOP EL. 25.77 THROUGH THROATED OPENING OF IN ACCORDANCE WITH THESE DETAILSUPSTREAM END OF
OUTLET STRUCTURE STORM DRAIN
4' UNLESS EL 25. 10 (1st INCH S TORA GE VOLUME) TEMPORARY WATER QUALITY .......... ....... . . . . . OVERFLOW
1/3 PIPE
POOL EL- 25.1
OTHERWISE
NOTED DIAMETER
. .... ... -30 COARSE
iE'L. 23.00 (INV I-J14- ORIFICE) V PERMANENT POOL 2A�
6" (SEE ORIFICE DETAIL) BURY BOTTOM AGGREGATE
GATE OF PL YWWD J14" EWERIM
VALVE EXTEND WALL PIPE TO POND 75' WATER DEPTH FROM PERMANENT POOL PLYM=
BOTTOM ± JO LF PLYWOO #AET PR07EC77ON
6" PVC WALL PIPE EL. 15.50 (POND FLOOR)
S7En FENCE OF 9120106 REWSED PER NCDENR STORMWATER COMMENTS - MDT
POST (TM)
FILL OUTLET STRUCTURE K17H T, OVERFLOW 6AP
WASHED SAND OR #57 STON PIPE All , J_� 0 Engineers
ia?
DIAMETER k
Ivers Planners
WASHED STONE FILTER surveyors
7,• & Associates, Inc.
EL, 13.50 ACROSS PIPE INLET z %
since 1918
SECTION 8-8 SEAL = 107 East Sawnd Street 6131 Falls of Nouse Road, Suite 300
HARDWARE CLOTH028911 •1 Greenville, NO 27888 [phone] Ralelgh, NC 27609 (919) 848,U4 7
T DETAILS
SMNE RLM? hVIET PROTECTION TEMPORARY GRAVEL •GARM - EVAM LUA93ER CXWANY
..........
CXI= STf VCTURE DETAIL 75MPCMRY RFE /NL&7 f WO COAGTRW7M EWWNCE DATos/18/2006
NIS TOWNSHIP NO. 7, CRAVEN COUNTY, NORTH CAROUNA
(PLYWOOD WO W AND STONE) SURVEY D01a DRAF7MT/SF 7 OF
SCALE DRAWING NO. PROJECT NO. SHEET'
DESIGN MDT CHECK NIS 1 J0 E -248 2604J 5 5
I I
WWns- TW 7 Lwnbw Xvd%dwg%E-Md"