SW8920807_APPROVED PLANS_19981008

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 92(3go-1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1qct8 1008
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\ 1 I I 17 1 IS i I ! \ OF DETENTION POND ONLY. SEE ORIGINAL KURE DUNES
Iq I ! ��� I �\ PHASE II DRAINAGE SYSTEM PLAN, DATED 5/14/92,
I I 0 21 I °� I ! SHEET 2 OF 6 FOR ORIGINAL DRAINAGE SYSTEM DESIGN.
\�\\ _----_- a'°-�---- 22 �3�� 23 lao 24 25 I Z�Iz� �I !� II pq� . SEE STORMWATER IMPROVEMENTS SITE PLAN, SHEET C-1
FOR DETAILS OF PROPOSED
q 2� I OF 1, DATED 6 16 97,
lubDETENTION POND REMOVAL PLAN.
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.
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1. REFER TO FINAL PLAN OF SPOTTERS COURT PREPARED BY JACK STOCKS, R.L.S. Z
q�1 L856, FOR PROPERTY INFORMATION. EXISTING TOPOGRAPHIC INFORMATION USED
\�� ON THIS PLAN TAKEN FROM "PRELIMINARY PLAN FOR PHASE TWO, KURE DUNES",
DATED APRIL 1991, WAS ALSO PREPARED BY JACK STOCKS, R.L.S. L856.
G\\ o J4
I -___ _ j7• q� /�i IG 2. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH FIELD
s a CONSTRUCTION CONDITIONS. SITE HAS BEEN CLEARED AND ROUGH -GRADED
L� /'I'(O� A - _ 5�l1�OIJ IS FOLLOWING EXISTING TOPOGRAPHIC SURVEY. y� iZ; SIT is
,..:
y4 3. ALL EXISTING UTILITIES KNOWN TO THE ENGINEER HAVE BEEN SHOWN ON THE
PLANS. HOWEVER, THE INFORMATION SHOWN IS APPROXIMATE AND NO GUARANTEE
D up IS MADE AS TO ITS COMPLETENESS OR ACCURACY. THE CONTRACTOR SHALL NOTIFY
THE REPRESENTATIVES OF ALL UTILITIES PRIOR TO STARTING TO EXCAVATE AS a
D �D i REQUIRED BY NORTH CAROLINA GENERAL STATUTE, CHAPTER 87-102. THE
XISTING UTILITY REPRESENTATIVES ARE:
i'-x; :�•Y
ULOCO 1-800-632-4949
ELECTRICITY CAROLINA POWER & LIGHT COMPANY [phone]
M� \ TELEPHONE SOUTHERN BELL TELEPHONE COMPANY 1-800-632-4949 f
4Z 4p 41 \FLIfURE; CABLE TV FALCON CABLE 1-800-682-7814
\ tie O WATER TOWN OF KURE BEACH [phone]/458-8416;<
SEWER TOWN OF KURE BEACH [phone]/458-8416
STORM DRAINAGE TOWN OF KURE BEACH [phone]/458-8416
EXPLORATORY HAND EXCAVATION PRIOR TO MACHINE EXCAVATION WILL BE REQUIRED �.•
� Go12Ploslohl 'f�cklNoloUY-- _. �1
\ 3,5 Sp � 1 ( •• � _ _ ___ IF _NECESSARY TO AVOID DAMAGE TO EXISTING FACILITIES. KURE BEACH
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NOTES FOR CURB AND GUTTER,
I. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENGTHS.
2. 1/2" EXPANSION JOINTS SHALL BE PROVIDED AT INTERNALS
NOT TO EXCEED 50 FEET, AT THE ENDS AND MIDPOINT
OF RETURNS, AND AT ANY POINT WHERE THE NEW CURB AND
GUTTER ABUTS OTHER CONCRETE STRUCTURES.
3. 5` LONG TRANSITIONS SHALL BE PROVIDED BETWEEN,,NORMAL
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ON THE PAVING PLANS.
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HENRY VON OESEN A ASSOCIATES
®CONSULTING ENGINEERS i PLANNERS
M NORTH THIRD MEET
WIuMmGTON NORTH CAROLINA 21401
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W/ MIN. 2' COVER
TO END AT
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CONTRACTOR
TO VERIFY LOCATION
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16.10
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OF o,

�WAt SITE NOTES
21 isZ.
1. REFER TO FINAL PLAN OF SPOTTERS COURT PREPARED BY JACK STOCKS, R.L.S. I�
L856, FOR PROPERTY INFORMATION. EXISTING TOPOGRAPHIC INFORMATION USED
ON THIS PLAN TAKEN FROM "PRELIMINARY PLAN FOR PHASE TWO, KURE DUNES",
DATED APRIL 1991 WAS ALSO PREPARED BY JACK STOCKS R.L.S. L856.
2. - THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH FIELD
� IS CONSTRUCTION CONDITIONS. SITE HAS BEEN CLEARED AND ROUGH -GRADED
coOfJ ` SITE �
!J i 1 FOLLOWING EXISTING TOPOGRAPHIC SURVEY. n: e
3. ALL EXISTING UTILITIES KNOWN TC THE ENGINEER HAVE BEEN SHOWN ON THE ^S� -
PLANS. HOWEVER, THE INFORMATION SHOWN IS APPROXIMATE AND NO GUARANTEE
D Zvp IS MADE AS TO ITS COMPLETENESS OR ACCURACY. THE CONTRACTOR SHALL NOTIFY a
Zb 'L THE REPRESENTATIVES OF ALL UTILITIES PRIOR TO STARTING TO EXCAVATE AS a /
REQUIRED BY NORTH CAROLINA GENERAL STATUTE, CHAPTER 87-102. THE ?
\` EXISTING UTILITY REPRESENTATIVES ARE:-
ULOCO 1-800-632-4949
ELECTRICITY
CAROLINA 42 6\ TELEPHONESOUTHERN BELL COMPANY & LIGHT LTELEPHONECOMPANY 1-800-632-4949
\ ry4X h!O 84%LiIru9E CABLE TV FALCON CABLE 1-800-682-7814 V
WATER TOWN OF KURE BEACH [phone]/458-8416 ' V
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SEWER TOWN OF KURE BEACH (919) 458-.5816/458-8416
STORM DRAINAGE TOWN OF KURE BEACH [phone]/458-8416
EXPLORATORY HAND EXCAVATION PRIOR TO MACHINE EXCAVATION WILL BE REQUIRED
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NOTES FOR CURB AND CUTTER
1. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENGTS.
2. 1/2'1 EXPANSION JOINTS SHALL BE PROVIDED AT INT€RVAI
,NOT TO EXCEED 50 FEET, AT THE ENDS AND MID -POINT
OF RETURNS, AND AT ANY POINT WHERE THE NEW CURB JO
GUTTER ABUTS OTHER CONCRETE STRUCTURES.
3. 5' LONG TRANSITIONS SHALL BE PROVIDED BETWEEN PRMAL
GUTTER AND PITCHED GUTTER UNLESS OTHERWISE NIED
ON THE PAVING PLANS.
50' R-o-1•,t
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\ I 1. CONSTRUCT ERi'ST_ON AND SE^_IME%TA ­j MPAS'-IRES PER
I EROSION CONTROL PLAN, SHttT NO. Sz_C_ CAT:CNS.
_ FOR SE NG SC.-ECILLE, SEE SHEETN_ '. Ar;_- SPP .,n DNS.
CLEA=:NG. R MO\,E AL TREES
�Ir CLEAR !NG L:MITS NOTED ON T4E LAN,.
d. GR,_-.F_NG REmO\'F C•OmPLET__` A__
FROM WIT,:N CLEARING LIMITS.
5. STR?=SING: BEFORE EYCAVAT?N
TOPSOIL. WOOD. LEAVES AND AN';.-'E=_ _--
ATTAINING COMPACTION SPECIFIED.
6. COMPACTION: COMPACT BY ACCEDTAPLE MEANS TO T.^E POLLO'WING
PERCENTAGE OF DENSITY AT OPTIMUM MJI SURE CONTENT (STANDARD
PROCTOR):
COHES:ONLESS C04ESIVE
SJBC:RADE (UPPER 12') UNDER BUILCTN :S 98% 9-%
SUBGRADE (UPPER 12') UNDER SIDEWA_s.S 95% 90%
FILL AREAS: UNDER BUILDINGS (UPPER. 12') 98% 92%
UNDER BUILDINGS (ALL C-HER) 95% 90%
UNDER SIDEWALKS & PA`.EMENTS 9596 90%
LAWN AND UNPAVED .AREAS (UPPER 6
EACH LAYER AND BACKFILL 90% 55%
7. CISPOSAL OF CLEARED, GRUBBED, S-RIPPEC OR EXCAVATED SPOIL
SHALL BE REMOVED FROM THE SITE AN APPROVED DISPOSAL AREA.
B. LAYOUT: THE CONTRACTOR SHALL PRO'•iDE ALL LAYOU- REEWUIRED TO
CONSTRUCT HIS WORK. USE FINAL PANOF JACK STOCKS, R.L.S.
FOR CONTROL INFORMATION.
9, CONCRETE FOR WALKS, CURB .AND STP.,_.TURES SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH AT 23 DAYS `P 3,000 PSI.
GROUND CCVE:
1. APPLv S ':NG AS SPE -rCN G._Coc 4l-4:N 20 DAYS
F.3!_'_OW ING ANY HAS_ OF: GRA � ON AL_ �PAREAS
W 7-1:N OJ CAL=NDAR CA`S -a 1 N G C;,MP-_t-_ON C=
C,'NS7RUC7I N.
'. M=NIM'JM SE-=:N'G R.EyU:REMEN'S:
A) LTIME: AP=LY 100 POUNDS Pc- ._0d SC'ARE FEE
31 FER7,-__ER: APP'_Y _'0 P__��_- 3-3-3 PER 1,J00 SQUARE
F_=
LINT C) SEED (NCDOT RIGHT OF WAY):
S=M-EMB-P. - APR-,- PER ACRE -
KY 31 SCUE 75 LES.
PENSACOLA BAHIAGRASS 50 LBS.
APo'i 15 - SEPTEMB=R ,
PENSACOLA BAHIAGRASS 75 LES.
KY 3; FESCUE 50 LSS.
SEED INCN-NCOOT RIGHT CF WAv PER ACR=
NOVEMBER-MARCH BEPMUCA ;UNHULLEO) 2_0 L3S.
W:N-E= RYE IGRA:N; 51) LSS.
FE LU 80 LSS.
MARCH-NOVEMBER BERMUDA CHULLED) 30 LBS.
FESCUE 90 LSS.
D) MULCH: APoLY 1-1/2 TONS/ACRE WHEAT STRAW (CR APPROVED
EQUAL) (N AL'_ SEEDED AREAS.
E) TACK: ALL S!_OPFS WITH STRAW MULCH E(CEEDING 3:1 70
HAVE A5PWALT TACK APP'_I=_' AT THE RATE 0�= -=5
GA LLONSi ACRE.
M-:NTA:N 3E-7E0 AREAS UNTIL M:`: -111M ;P�"W-H Ii _�TAELI::Hc]
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OPENING FOR
IIC N.H. UNITS.
HOLE STEPS
MANHOLE OPENING FOR
ECCENTRIC M.H UNITS
—MANHOLE STEPS
� Ili
PLAN
5TO MR RING 9 COVER PLAN
MIN. WEIGHTS :
FRAME 208 LBS
COVER120
LBS
_
T
:- MAX CORBEL
PER -OURSE
3/4' CEMENT
MORTAR
AAL
-PRECAST
_-� -_PRECAST MH
UNITS
!'-0'�i IN
STEPS
xH 3'EP5
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DOT APPROVED
o
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1,1 M MANHOLE JIGNIE'EP 534'
y
SHALL HE I J
j
LARGER THAN -HE
LARGEST PIPE
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'4-0MINI B.,
`
-
FORM FLOW -
Y
8' CHANNEL
3' 3"'XIN ` i 13a"MIN
HR.LK CLNST V H R'NGS
SECTION
DETAIL - STORM DRAIN MANHOLE
CONC COLLAR
r�l
I ui)ulY"
CASTING
MIN WEIGHTS ----_---
FRAME 195 LBS
GRATE 160 LBS
PLAN
?4" x 24'
FLAT GRATE
4/4/2'x 1 :/2"
MAX- SLOT
STD. M.M. RING B COVER
NIA. WEIGHTS
FRAME: 208 LBS.
COVER. 120 LBS.
IT
I" MAX C—RBE-_ DER pOURSE� 1
PRECAST MH UNITS
WH. STEPS t AT L2 O.0IN -O"'aC. ,:�s-� y' Of I'-O"F\ STEPS
e \ AT ' O. I
1
s' BRICK
o �; 1
53/4,y1
_I
MANHOLE DIAMETER
SHELL RE !-0"LARGER — o `� >�
THAN LARGEST PIPE r- FORM -FLJW I B"
(4-D" MIN ) '•r- CHANNEL - 1
_ I 9 I
li A
R'POUREO BASE
�� 3-21/4
99I'K =C9ST --CAST M H RINGS
SECTION
STD. MANHOLE DETAIL
3/a"- I' D.,
CONC- COLLAR ----( - - -
f77I --
-24°x 3G.1
���- FLAT GRATE
W/4 /2' x 1 I/2"
MAX SLOT
CAS- ^1G
M N 'NE:GHTS -J
-t AE- 2Il LBS---1 —-
„R:.-E i b5 LBS � - -
PLAN
TOP ELEVATICN 0,1__EvP7:SN-- - _
CCNC. COLLAR -ASPHALT ?AVE'AENT � NL, ,CL AR �1 0,� ASPHALT PA`✓EVENT
� � ♦ O-E'1 'VAR!ES�3 - T �C1 E'1 `lARi E:' t
rl
8' 1 2'- 0 6 r 1 8 L L'- O" ✓ R I
r - f
BRICK MASONRYy 3R:CK MASONRY -_� I r_ yl1
s
FLOW Y 41 FLOW -
"4"
3000 PSI CONCRETE--�+ 'I DO3000 PSI CONCRETE j m1
F
SECTION SECTION
TOP FLUSH W/GRADE TOP FLUSH W/GRADE
J.
22 'x' -DROP INLET TYPE A ZX3-DROP INLET TYPENE5'
NO SCALE NO SCALE
GROOVE END ON OUTLET SECTION /1
TONGUE END ON INLET SECTION,
2' CRUSHFO
LSTCNE BED
I
I „01
I
r
/I
12"CRUSHED--� PLAN
STONE BED-..,,r:�
DEMENSIONS BY MFG. "3g
TO SUIT PIPE DIAM. 7-1 SNS ::NS 3Y MFG
3 SL17 PIPE DIAM.
REINFORCING BAR
OR STEEL FABRIC
21
12' THICK CRUSHED
22 0
2�#
STONE BED
2�0,1
��-
2_O�d"
STONE
'
SECTION
SECT''CN
REINFORCED
CONCRETE PIPE
CORRUGATED METAL PIPE
FLARED
END SECTIONS
CMP FLARED END
SECTIONS
NO SCALE
PLAN
MH RING B _—,ER
MIN. WEIGHT;
FRAME. 206 n,
_ - COVER. 120-vs.
M H. CONSTRUCTION
SIMILAR TO STD. MANHOLE SHAC'- RE
MANHOLE l �I' D'LARGER 1`^AN THE LARGE`.T PIPF
\ - (4-0' MIN)
�MH STEPS
12 O.C. � r16"
FORM FLOWCHANNEL
a I I
—!III
NOTE,
DROP MH SHALL BE USED WHERE
DIFFERENCE IN ELEVATION BETWEEN
INLET B OUTLET IS 2.0 OR GREATER
SECTION
DROP MANHOLE
J
C•1i� x 5
,L
(:LEAN txlr
EL DETAIL
NU TF
PIPE H FITTING: :N LATFH41
11
CLEAN TAMPED
BACKFILL
r
c'IBER CLOTH
ID �PD n
1a o�
4 CU. FT. ?�'P
GRAVEL OR
STONE
I r•
1511 x 15" x 6"­�
CONIC. PAD
VALVE BOX
3H �CONIC . APRON
)E 24°0 OR SQ.
I, I:�II .III
I
II r=
1 6" GATE VALVE
'-- 3/4' 0 RESTRAINT RODS H.D.
l AIII I., 1n11. 11 1 11 1 11 C
NOTE: INSTALL 611 GATE VALVE ON EACH HYDRANT BRANCH. VALVE
AT UNIT PRICE. 611 BRANCH AT UNIT PRICE PER FOOT.
HYDRANT DETAIL
NO SCALE
10. C.
I I
N L N LNIF
am"
20 LF DUC'ILE IHCN =-HE - -ETA,— AP P_ E _VLY
'EN'3 E5s
.,NCFH EXISTING LINE. ��4V 5 43,�VE
_ - dE__rV x.S- NG -NE
EXISTING SEWER LINE
,NE.v . N� .;.9C„NJ EX: Ste. N3,
WATER a SANITARY SEWER
INTERSECTION
45 HENG
PLVG-
K N
'r btH 11.' J.
H
IF '-1MGN'I,�N `i _E>>
..
-N .::H -
_`) LF ) 1
"ALE H.`N -
-"AN 13
_ _
Ni- E WHERE PI,SSIRLE. PROVILL
t'NEri
_ `I' 'n. -
- FCN -' _
--
—NEW SEWER '_.NE
Sc-iVICE WHICH INCLUDES 5 !NCH PVC ';i .:
, A-F RAl
Ev `F F:
NOEH
-i' X -1' DCUBL E ICOMPINA "ION 'N 4 IN1 ..
I.I AN[,
W:•-L.~
4 :NCH PVC CLEANOUr AND PLUG INCL., In.
", I-ANCUT
,Nt W
LINES NiTAL-ED .:T SA%IE
TIME)
CAS-ING BEDDED IN STONE USE 4
FWER
LA-ERAL AND FITTINGS FOR A SLNGLE SEW;
;E-aVICE
WATER
Jq SANITARY
SEWER
SEWER SERVICE LATERAL
INTERSECTION
NO KALE
Rlr HAP 1`3" Tttic.K
3u
SLOPE
TOE ' L LI-E
PLAN
1 VARIES - bEE PLAN I
Imo' "FILTErf LL.,
H.p HA I
NC L -T Si
-
GLIASS B (` '
15 RANUF)
SECTION
RIP RAP DETAIL- OUTLET TO
FLAT AREA
RIP H-p
T
PLAN
V,'hIF S [>t E rl Ai,
!
I
TILT EH CLOTH
.{ 41P 4AP NC DOT
`PE�S CL ASS
(5 TO 15" RANGE)
SECTION
RIP RAP DETAIL -OUTLET TO DITCH
I �
OR AS
WATER MAIN DIRECTED
�0 WATER METER
m A A (YOKE WHEN REDD.)
v�
A WATER METER 80X
SERVICE LINE TO BE —( a
z MIN. OF 28 BELOW
f� CURB GRADE
BRICK BASE
3/4" CORPORATION CURB STOP
STOP SEE SPECS
3/4" POLYETHYLENE NCT
E - CONNECTION BY OTHERS
SERVICE 'NSiAL- SERVICE WHERE —
DIRECTED BY ENGINEER
NCTE PROVIDE DOUBLE SERVICE WHERE DIRECTED
INCLUDING 1-'NC'H CORPORATICN S--P WI-H TAPo'NG
SACDLE 1 -1NCH VCKE. ? 3.4 ;.NCH --ORB 5-CPS AND T.AI
ME'ER BOXES
DETAIL - WATER SERVICE
NO SCALE
a'
_TAN Dp RD WADER .1 N _.
VALVE ZX W/ ( o
AVER MARKED 'J..'•1 Y
=d LLM
! r
y.
=WEE? WYE
CLEAN CUT
CASTING DEINY BROS. NO. MH-VA-1 OR G R ENNIS 3
SON NO MBX-GRE-16
CASTING
/1'/ASPHALT CONC.
i
G BASE y����////�
BRICK
Lu
CONCRETE —! --
1 O I
� I 1
MONUMENT DETAIL
BLOCKING
I
DIMENSIONS
PIPE SIZE a
O
B I C,
I
JP -0 0.' 4' 3"
2 6 6' -
12 TO '6" 5' 0.•
4. D" 2 0-'''I
IB' TO 24 8'-O'
6-0' 3-O
I
GPADF
r
JNL15TURHEv
BACKF:; —
SOIL
/�q
`�
.,I
GI
SECTION - PLUG
P-'
vDT=s
I
25OG P S 1 CONC
PLAN- BEND
2
REMCaE -DOSE EARTH
B POUR AGAINST UNDISTURBED
GRGUND
J
GRADE
- 4
BACKFILL //j1�+
�II �
_o
PLAN -TEE
SECTION -BEND Q TEE
7
CONCRETE
BLOCKING
NO SCALE
ING
-t
VALVE
DETAI L

A
3
CONSTRUCTION SEQUENCE
�\ 1. OBTAIN STAGE II EROSION CONTROL PERMIT AND APPROVAL FROM NEW-
YV� J, HANOVER COUNTY.
ti
* !1 \ \\
\ I \ . i \ 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, AND
1 I 5
C/
U
1 I _
� � I �� SILT FENCING AS SHOWN ON THE PLAN. CLEAR ONLY AS NECESSARY
�n !\ /� ,7 � 70 INSTALL THESE DEVICES. -
' t�� tiJIrY,� 3. CALL FOR ON -SITE INSPECTION BY NEVA HANOVER COUNTY
54 1• r+ / �\ I '� - ^` % 'L\� - ENGINEERING INSPECTOR. IF APPROVED, BEGIN AREAS NOT CLEARED
V OQ�,PL v. T^S �' ,,L,p ht t i,� 1 �� i r b ,L;x .�1' - _ \ \V� •t \ 1 I ', 1 UNDER STAGE I. !
OO ,\,Q, C.�'In' (- -�� I �' I`I - \ \ 1 /\ I \ - �/ 4. MAINTAIN DEVICES AS NEEDED. STRIP TOPSOIL FROM ALL CUT AND
i�-y3�-` FILL AREAS AND STOCKPILE. THEN PROCEED CONTINUOUSLY W;?H
SITE GRADING.
i'1 I• i f' �t 1 •\ 1-. `'���� \ 1 ,�1, 5. CONSTRUCT CATCH BASINS AND DRAINAGE PIPING. EXCAVA'E BASIN
` AREAS AROUND CATCH BASIN AND INSTALL SILT COLLECTIJN OEV:;;ES
• c) I - \ '� I I ` \ � ` \ \ \ _ tiJ AROUND EACH CATCH BASIN PRIOR TO FINAL 5I-TE CRAUT N.i
IV' r \ _ '1 ` I_ - ^ \ \ \ \ b.�J��\\� ( MAINTAIN IN GOOD CONDITION UNTIL NEW SURFACE LOVER IS
AREA AT EARLIEST
�j,jvL' 1 I / / -.) I \ 1 / POSSIBLE DATE A+.: •: Tr IN 3) AY3 OF
. ESTABLISHED. PLACE CRUSHED AGGREGATE BASE
CGURS° On R,:AO
F0. COMPLETING GRADING WORK.
ILI
f - \P� 1 `• - \ ll�J \ I 1 ( _-� 6. ON ALL DISTURBED AREAS, CONSTRUCT 70 FINAL GRADE. SPREAD TOP r (— SO!�, FERTILIZE, AND SEED AND MULCH IN ACCONDANTE WITH
'r�\"�Gk - I I t1 7 \` !I�h - _/ SEEDING SCHEDULE AY EARLIEST POSSIBLE DATE AND WITHIN 30
} IZ �UI\" 1l`✓ f �, !h IIL)�J• \ -.\ _ Ire k ! \ LU 1 12 I i DArS OF COMPLETING GRADING WORK.
7. WHEN CCNSTRUCT?VN IS r,!]MPl ^`TE AND ALL AREAS A•^E 7TA6ILIZfG
\ L0 If ," . y� COMPLE-ELf, CALL fN IN��E'
t r.•.-.IH 9Y tiEw NAra•:.rR r0!1N!v
O 11•hC' 1 ., I �,\. CO \ �++ /�j� �� / ENGINEERING DEPARTMENT.
�Y I alp nPl _ ccF Z3� 1 f �� �j . Y �iC�'✓r
B. -IF SITE IS APPROVED. REMOVE EMP ,RAR `' �: "`�"•- .••
ENT
AA
1
''i. RESULTING BARE M AREA BASINS, ETC- A+•'. :E, L_
S.
i
'� II �,� '.-�L� - - � ' � O,F, Z•'~1\!M \ \ \ - � a�3i �� 6�•J --r—^' w,wE •thL[
V ID \�� \ �- ~ r T en *Fi MFiIA Fu
wN'2 •Z ;a i ,J!.AL
57^NE PAD AT SITE E`.rTS '0 RE"IMUD FROM "PES �MN w10:H )A'
•AF NrH
Lk
I. STONE SHALL BE .NO 7,7RUSNE7. (6' THICK) L t
• D(/ 2 THE ENTRANCE SHALL BE MAINTAINED ?0 PRE -TENT TRACKING OR NCICA-E..N T AN A$ I• iF
.�' '� IpOV 41 - ^� FLOWING OF SEDIMENT JNTO PUBLIC RIGHTS -OF -MAY. THIS MAY
A r1�A\ \ / \ C . `! `. \v RE,JUIRE PER'OCIC TOP DRESSING WITH AOCITIONAL STAGE AND NO -ES ' MIRE ==NC :;AIL- iE A WN ]F 52 N WIDTH AND
III I L �F rl^� A��+��j,. \ _ / 7� \ ` , \,/I /^' 1� `� - REPAIR AND.OR _LE.NOI�r GF ANY MEASURES USED TO TRAP ;A La -LIE A M.N ]F ;-,c _.NE WIRES WITH.2
Z 1� \ '\ (�..F� I (� \ SEDIMENT. 5'=r ;xGNG
(i. ; '..t 4 �� ✓✓ / I\ / l 7. WHEN NECESSARY Rr WHEELS Sr ALL 9E C L=AWED TO REMOVE SE7IME NT Z. -A-.E3-50LBS 9RA13
NSLZ ASTM-]-•5 6Z 90 S• i'.PST'A 5 T U -
( ("' ' \. ✓� \ // �� 1 J (\"�•� _ /^\ V' PRIOR TO ENTRANCE ]INTO ? B�:C RIGHT-•,F-MG.Y. -WASHING SHALL BE
• E
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