SW7971213_APPROVED PLANS_19980420

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW '7Q %Z3 /3
DOC TYPE
❑CURRENT PERMIT
�7 APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
ivla?{7
YYYYMMDD

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2-SW -7q719_13
TEMPOEL RARY GRAVCONSMWrION ENTR.INCE/E i' _ '- : s = 1 = _ �. _ -
j997.
-
- 36' Miniruarl 4' la'
6' 5" HUMP TO DIVERT �
RUNOFF FROM PAVED - __ __ _ --/` p¢• _ - �,-
ROAD LEVEL SECTION EL. 7.5' o - - F_ - Yam- _ = _ - :i�sw+NLT
�ARfi PrTI+ - pp i^G � { �1, vo�F_
SARKENTME DRIVE {:: _ - -_ - --��.`` 5pN kr -
67b SLOPE .. y
LEGEND cf 3 a
_ >c 1 - EXISTING IRON PIPE _ -4 - o . E s -
f j r - - ram_ •' •3ii;ri�:�-[+ ?+.>� _y i _ - -
��7i � _ _ :. �. 02. Q NEW IRON PIPE
R== :_r;:::.>: „ :- :%:;- 03. R W = RIGHT OF. WAY
3• WASHED STONE ,! - =:�:-Sxar ;c ;?;,{•_}:'_:,.x:::`:r i::•:.:•"- I /\
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04. SQ.FT. SQUARE FEET t, h Y
t:r 3 .r 05. �, - UTILITY POLE
GRAVEL ENTRANCE/EXIT: WIDTH 15 FLARED TO 25 AT ROAD _ � ����`- � �` _ �Y � �-��� :x ` ':::�:_'�:':r'� � �
LENGTH - 50'
0000
o \ y =:cam' ,-p`t� r T:?�:__:ai=:ac?- 06. P.K: NAIL SITE
S
-,- Q�� -:a� f? :}r p 07. C/L = EX1 TING CENTERLINE OF PAVEMENTS _ -
GRADE .6% - Qy -
� /" . ` ! ; q- =- ;:i;:h:;�=,:-,.:��:: � � 3k s9, � --.':�;,..::a.�::��:<=�:<'�'�r= i;-. 08. CURVE 1 - CURVE TABLE
..:..• .}-.r;::-�:a,� 09. ohe - OVER HEAD ELECTRIC 11
.• - _ -
CONSTRUCTION - SPECIFICATIONS I _ _ _ }., o ;;:.:}r::_:;:.:.:
t _ / I / - - - ->. �''-'-+s'='':<'.r:-G.. r}s:?:.}"::•::.::{:=':h-'`':', ^f.' _PROPOSED
% _ o _ >��:::•.r::. ':..::.:.- FINISHED GRADE
,CLEAR THE ENTRANCE EXIT AREA OF ALL VEGETATION ROOTS �r _�._ >_::-:.::.-.�:::�.......... ...r,:;:•::.::.-n. f ::::3: _:::}:;:::,_.r:::; ;: -}
AND OTHER OBJECTIONABLE MATERIAL. o/ O� r 1 1. = DRAINAGE FLOW ARROW -DIRECTION
- _ _ 12. SEDIMENT SILT FENCE o ,
GRADE THE ROAD FOUNDATION SO THAT THE ENTRANCE EXIT _ - «;::.:::
3 - - 847
WILL FLOW -AWAY. FROM BARKENTINE DRIVE. �; `` o �� "'� �rJ,tt/- " < J _x { s O E"nK DRIVE
, P A T T THE I RA AN T NSHOWN.
-
L CE STONE 0 E DIMENSIONS, GRADE D ELEVA k0 - ,
~!
l -
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f TR Ti N ENTRANCE/EXIT
XIT
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USE WASHED STONE 2 TO 3 IN SIZE. - � _ s• - _,�",/ _ - - - '�-'- --}.v«��>. �
- . -NOTE'Q • > :/ 3p of '_ - ,rl MAINTAIN -THE GRAVEL FAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE.SITE. SHOULD -MUDBE TRACKED OR WASHED ONTO BARKENTINE DRIVE., IT MUST BE RE-; �` ,' 4 •�t ' . /` 3 !,/ ::r::-, = y -
MOVED IMMEDIATELY.
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WAS1iiMG1pN REGIONAL OF E G
CONSTRUCTION SPECIFICATIONS �ra•.•.r••r•r•♦a•a• • NOTE:
• a r • • • . •"� Ot. UNDERGROUND ELECTRIC, TELEPHONE, CABLE T.V. UTILITIES. CONSTRUCT SEDIMENT FENCE. ON LOW SIDE OF TOPSOIL 02. COMMUNITY WATER &r SEWER SERVICE. PRELIMINARY =
�r - - - - - + - - a _ y
TO PREVENT SEDIMENT FROM. BEING WASHED INTO THE r• • • . - . r • • • • * _ • a - r ♦ . y` 03.- AREA BY COORDINATES. NOT FOR CONSTRUCTIOy
�•5, • • • • ♦ ., 04. SURVEY PRECISION = 1: 10,000. RAYBON ENGINEERING
- DRAINAGE SYSTEM. . a • ` -
LOCATE POSTS : DalNN5L0PE OF FABRIC TO HELP SUPPORT - ; r . r' . ` y a ` - .. 05, THIS SURVEY IS OF AN EXISTING PARCELS} . OF LAND.
_ -r • .� � 06. ELEVATIONS BASED OF NGVD 29 DATUM. CRA �v10NUMENT 64. ��� ���� � I, �.2,���-
_ _ FENCING. \- • •• 07. FLOOD REPORT: THIS PROPERTY SCALED IN ZONE A-6 PER FLOOD INSURANCE RATE �V
: BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT "`.+•:• ia;+:ri_�.� MAP coMMUNITY 370072. PANEL NO. 0330-B. EFFECTIVE DATE: MAY 4, 1987.
UNDERCUTTING. • + - THIS PROPERTY DID SCALE IN THE 100-YEAR FLOOD WHERE BASE FLOOD -
• COMPACTED I`ILI+ - -
COM CT oI wHEN ,301NTS ARE NEC SECURELY FASTEN THE FABRIC 4 • r : ELEVATIONS AND FLOOD HAZARD FACTORS HAVE BEEN DETERMINED_ THIS REPORT _
ESSAR.Y, " r ` ♦ • r • - ` • a r - • • - IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM. NUMBER TWO TOWNSHIP, CRAVEN COUNTY, N-C. l
FABRIC BURIED AT A SUPPORT POST W1TH OVERLAP TO THE NEXT POST. r i
F 8LL DEEP _ , • ..� fl8. PROPERTY ADDRESS: Dote 5-5-1997
FILTER- FABRIC TO BE NYLON, POLYESTER,. PROPYLENE 0R r - - r. r 09. ELEVATIONS BASED OFF OF NGVD 29 DATIJIuf:
= ! I t ETHYLENE YARN WITH EXTRA STRENGTH-50LB%LiN. IN =r . r . • a ' a a r: 10. CONTOUR INTERVALS EXISTING AT ONE(V) FOOT. PROPOSED AT 1 %2 FOOT 0.5. _
(Iv1INIMUM)-AND WITH A FLOW RATE OF AT LEAST 0.3 GAL./SQ.FT_ f - 11, BASE. FLOOD ELEVATIONS = 9.00' REVISED-5=-.1997 - -
w r r •
--- c 1 12. AFEAS DISTURBED TO BE SEEDED AND DREESED TO MINIMUM 3:1 SLOPE. - _ .-
I� MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITOPS -
t 1 ! t ITI I IT AND STABILIZERS. 13 EROSION & SEDIMENTATION CONTROL PLAN TO BE FILED WITH N.e.D.E.H.N.R. AND PEP,M;T t -
- t_r _ OBTAINED BEFORE CONSTRUCTION MAY OCCUR_ 9-1-1997--FINAL GRADEIIG PLAN
' = Site Volume Table. Unadjusted � _ _ � � 14• PROPOSED PUTTING GREENS FINISHD GRADE TO BE DESIGNED BY OTHERS.
- - - - cat Fill Net _ � _ __ _ � - - _ � _ t3#2AP L:-5l.j�T�" � - i�'�55�� •.. p, - A.-- - __
Site Stratum Surf1 Surf2 yards _ yards- yards - Method
GRAPHIC SCALE
_ - _ EiVV�ONMI�NTAL 1�t-J�.�tNG � GOMNIE#aCW,. - �5#t7Llf��Ai- -
cadQ79Q - _ _
20 a • 10 73 4o so - - _ New M AFIA, N.C.
_
hrc eg good 75.93 2459.46 2333.53 F Prismoidal f�)fIEEr 2 OF.�5
- 82.01 2489.5E 2407.55 (F) End area P.O.P. t:2142. ' 28561 -
_ - { INi FEKT)
I. inch 20 ft. : _ - - _ _ - - - . - _ - ` �.. � - _ _ - _ _ _ _ - _ • _ - - � g� 9� �3 1�3�3 _ . - _ � -
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02. NEW 'IRON PIPE
03. R/W RIGHT OF WAY
0 4'. S Q .,FT. SQUARE FEET
UTILITY POLE
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4 06, A P.K NAIL
OT C/� = EXISTING CENTERUNE OF PAVEMENT
08, CURVE 1 = C U RVE TABLE
09. ohe = OVER HEAD ELECTRIC
A
10. EM = PROPOSED FINISHED GRADE
11. DRAINAGE FLOW ARROW —DIRECTION
12, SEDIMENT.
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01. UNDERGROUND ELEQTRfC, TELEPHON, CABLE, T.V. UTILITIES"
W. COMMUNJTY -EIR & SEWER SERVICE.
L
.'WAT 51S PLM
01 AREA BY COORDfNATES,
ON = 1: 10,000,
04� URVEY PREC61 FOR
M THIS $URVEY IS OF AN EXISTING PARCEL(S) OF LAND.
06., ELfVATtONS ELASED OF NGV0 29 DATUM. CRA MONUMENT 64.
07. FLOOD. REPORT, THIS PROPERTY SCALED IN ZONE A-6 PER FLOOD tNSUAANCE RATE
COMMUNITY 370072, PANEL NO. 0330—B. EFFECTNE DATE: MAY 4, 1987,
1p MW
TFOS' PROPERTY DID SCALE IN THE 100—YEAR FLOOD WPM BASE FLOOD
E 4EVATIONS AND FLOOD WARD FACTORS HAVE :BEEN DETERMINED. THIS REPOPT
L
IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM. NUMBER TWO TOWNSHIP, CRAVEN COUNTY, N.C.
P
08. - ROPERY. ADDfWSS.:,
f Date' 5-5-1997
09. ELEYATIONS BASCI) OFF OF NGVD 29 DATUM,
-OUIR FOOT. PROPOSED AT 1/2 FOOT I il. COW INTERVALS EXISTING AT ONE(T.
Il. BOSE LOOD. ELEVATIONS- 9,00' REVISED 6-5-19'97
1, 2.' AREAS VR91E
Dl$:T TO BE SE0 AND DREESED TO 01111MUM 3:1 SLOPE.
13 ER0S#QN 'SEDIMENTATION COWRL PLAN TO BE Fit-ED WITH WC.01'.H.N.R. AND PERMIT
'OOT8NW KFORE: COWRKTION MAY OCUR. GRADEING PLAN.
PROPO -NJTTfNG GRtENS_FtNISH0 GRADE TO BE DESGN�D BY OTHERS.
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