SW8010912_Approved Plans_20171205

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ZONING. 8-2 BUSINESS DISTRICT (HIGHWAY) I I . � . I I . SURVEY AND ARE PROVIDED: FOR REFERENCE ONLY. LINE HEIGHTS MAY . � I � I . . I I I lb I I I . I � � � I � I .
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I I . ACTUAL: � I I I I.. . � . . . � . WITHIN THE 100� DUKE ENERGY- PROGRESS EASEMENT SHALL BE AT 4:1 . � � I I ................ , , ........­7� . __T \1 ) �_%, 14�_ w__ __r_�_ '�'_�
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I I IMPERVIOUS AREA: I . .. ­ I I 11 . � ­ 2. ALL TIE GRADING FROM. POND TOP OF BANK (ELEVATION 24.26) LOCATED � I I I / . - --� I I I I I � � t�� � -
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. I I BUILDINGS� AND CANOPIES: I (1 4, 72.1 SF) � .1 I 1. I I . I I MAXIMUM SLOPE. NO GRADING 18 PROPOSED WITHIN 26 OF POWER , . . 1. � I I � .. I � � I I _­ ,,,, a3 - � --�, I
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I I I I � WALKS AND PADS: (2,037 SF) , I I I I ­ 3. . THERE IS TO BE NO STORAGE OR STOCKPILING OF DIRT. WITHIN THE DUKE � 1. / � A , 4 "I "�_�
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� I I I I TOTAL .= ' �=M SF) (PROPOSED Tffmvlooyj 9 1 9 9 . I I . I I . 9 . I . . . . . 9 1 1 � 2 �, / I . . I I I 1 9 � I
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11 1991. FENCES SEPTIC SYSTEMS OR TANKS, TELEPHONE PEDESTALS FIRE � I I \ 'l/ . :151, -1
9. 1 . �. . 9 1 1 � . 9 9 9 9 . . . 91 � .HYDRANTS MANHOLES, WATER VALVES, BACKFLOW PREVENTERS I I I . \ I I 1 9 � I , � � I � \ \� . .. I � 3r I I � . 9 . 1 191. 1 9 .1
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� 9 1 11 1 9 1 9 . I I . I 1 9 9 9 1 ,� . � 9 9 ­. . . . I . I . WATER METERS, OR IRRIGATION HEADS ARE PROPOSED IN THE 100'DUKE � . � � 9 9 9 . 9 . . . \ I � I ­ I . I I I I I I . . - I � . I I � .,,t�,<(', 4, . I I . 1 9 . ­ I I I I.. 9 9 -
PARKING., . 1 9 . �. � . I . 1. . 1 9 � I I . I . I - I 1 9 9.999 91
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1 . RETAIL (CONVENIENCE STORE) . - 1 SPACE FOR 200 SF OF GROSS. . . I � � .1 . . I . . 9 . I I � 9 1 1 1 . .I Iq I I I � .. � . I
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. . �. 9 1 1 11 � 9 ­ 9 1 9 9 1 1 9 .. . . I I .. 1 19 .9 1 1 5. STREETS, ROADS, DRIVEWAYS AND UTILITY LINES MUST CROSS THE � � . . I I � 9 zil 9 . . . 1. I � 1 9 9 . / I I I . 1. 'I I I I 'GRADE 9 34.55 � � 11 1 19 9 1 .1 . . 11 I � I � . I I � � ­
91, 1 1 9 = I . 9 . I � 1 9 .9 . . I � . . I-% 9 . I � I . 9 1 . I I .1 11
. TOTAL PARKING REQUIRED 9 1 . 9 1 � 9 9 . 23 SPACES � EASEMENT AT AN ANGLE NO LESS THAN 30 DEGREES WITH THE I .. � . � � . 9 ­% I . 9 . I I I I � . � ..
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. 9 BUAQNQ . CKS 9 9 � I . � I . I 1. 9 1 ­ I I . � � �.. . I 1 9 � . � I I � I I I I tlls . .1 9 9 . � 9 . / � 9 9 9 . I � � ,I=- � � . . I I I .
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I � :FRONT - loo­ ­ I I � . . I I ... . � �. I I . � ­ �. 1 9 9 9 6. STORMWATER IS TO BE DIRECTED AWAY FROM THE EASEMENT THROUGH . . � .1 I . .. 4 . � . . I \ . I EXISTING VEGETATED BERM ] I I I .. . I... I I � I 1 9 9 . . I . ­ I I I ­ . . I .. � . . 1
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. REAR - 25 I . I I I �, 1 9 . I ., I I . . 9 . . � . � 9 . . I . . . I � I � 7. NO WATER SPRAYING DEVICES ALLOWED WITHIN DUKE,ENERGY � 19 . 199, 9 1. cz \ I I I \ � . . . . I I / 9 1 1 . ]I 9 1 1 � � 9 4 1 � I . I . . I'll � . . 9 9 . 19, 11 9 .. . . I .1.1 9 . . . .
� . . I . I : �9 9 9 1 9 1 1 1 9 �. � � � � � . � . . . I I � 1 9 .9 . . I � ill) I , \ � . \ I I . I I .. 9 . 1 9 GRADE 34.8 9 9 . . 9 . 9 � . . 1 9 9 1 � . I I I . 9
1 1 . ALL CONSTRUCTION TO COMPLY WITH PENDER COUNTY20NING STANDARDS. 1 9 � I � EASEMENT AREAS OR WHERE MAY ENDANGER SAFE OPERATION- OF . 9 9 1 1 1 9 lc� ­ . � . \ I I . 9 . � 1 9 9 9 . .. � .. . I � . 1 91
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� 19, TAX PIN NO. 3235-82-7927-0000 , 9 . � .. I � . 9 . I . 9 . I . � I . . I � � 1 9 9 9 � I I � \ � . ­ I . I 1 9 9 9 1 � . . . � � I � 9 9 . 9 . . - 1 9 9 9 1
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99, . I � 19 9 11 I I � � � ­ I .. 8'. MINIMUM EQUIPMENT APPROACH DISTANCES MUST BE MAINTAINED AT .. ­ � ­ 9 . 9 9 . . I . . I ­ j I � 1 19 1 - . 9 9 9 1 9 9919 .1.
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I � 11 I I . � 9 . I ALL TIMES AS MANDATED, BY OSHA, NESC, AND OVERHEAD POWER LINE . � I I \ 9 � . � � � � . 9 . .9
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9 . � I I ... I � . I I 1 99 � � W. MINIMUM EQUIPMENT APPROACH DISTANCE ALLOWED FOR i l5kV I � . � I . . �. . 9 � � I � � . � / � I I I 1 9 1 � � . . . 9
1 9 1 1 1 1 � 1 9 � .. I � . . 9 1 19 1 11 . 91 � . � . I . I 11 I I . . , I . I �.. \ . I . 9 1 1 . . - � I 1 9 . . . 1 9 1 /r- . I 1 9 9
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I I . I . 1 9 . 19 � 9 � � � . . .. � 1. .1 �. 9 �.. 1 9 1 . . 19 9 LINE VOLTAGE IS 1.5 FEET. SEE DUKE ENERGY, LOOK UP AND LIVE. I . . . . . 9 11 � I I 9 91 . I 1 9 9 9 11 � . . 1 9 1 . - I . 1 9 . I N/1- I . � 9 .
I . . � I ­ � � I � I � . 11 . 1 9 . � . � I I I I I � N/F I � I � I . � I 1 9 . \ 9 9 I I � I I . � I I �� / I ­ I I I GRADE 34.98 �� I . . .. 11 . 9 1 � �
� 9 1 1 1 1 1 . . I I I I � . I . I \ BROCHURE. .. � 9 9 1 . 1 :19 1 11 9 � I � I � . . I I I I . I . . I . 9 9 9 9 $0 13 99 1 1 9
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1 9 9 I I I ., I \yle __� �-�� � � 9 1 1 . � 1 9 . 1 9 . 11 I I � I I � . T . � I . __.�_ . . 1 9 � . i . .. - z I I I . 9 . . � .. M.8 36 PG 11.5 .� 911.11
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QEN ML blOTES — SITE flare
ZONING: B-- 2 BUSINESS DISTRICT (HIGHWAY)
AREA:. 408,230 SF 9.37 ACRES
IMPERVIOUS ,AREA:
ACTUAL:
BUILDINGS AND CANOPIES: (14, 721 ' SF)
PARKINGIROADS. (142.067 SF)
WALKS AND PADS.-,(2,037 SF)
FUTURE RE''SERVE. (180,000 SF)
AT ,
PERCENT IMPERVIOUS; 837a
PARKING. -
RETAIL (CONVENIENCE STORE) 1 SPACE FOR 200 SF OF GROSS
FLOOR AREA
TOTAL PARKING REQUIRED = 23 SPACES
FRONT -- 100'
SIDE 2:i'
REAR -- 2-5
ALL CONSTRUCTION TO' COMPLY WITH PENDER COUNTY ZONING STANDARDS.
TAX PIN NO. 3235--82--7927-0000
ENCROACHMENT NOTES:
1. LINE HEIGHTS. SHOWN ARE FROM CAPE FEAR ENGINEERING, INC. FIELD
SURVEY AND ARE PROVIDED FOR REFERENCE ONLY. LINEHEIGHTS MAY
NOT REPRESENT MAXIMUM SAG CONDITIONS'
2. ALL TIE GRADING FROM POND TOP OF BANK (ELEVATION 24.26) LOCATED --
WITHIN THE 100' DUKE ENERGY PROGRESS. EASEMENT SHALL. BE AT 4:1
MAXIMUM SLOPE. NO GRADING IS PROPOSED WITHIN.25' OF POWER --- -"°"' _ i, °•�,_
POLES.` �` EXISTING GRAVEL ROAD
3. THERE IS TO BE NO STORAGE OR STOCKPILING OF DIRT WITHIN THE DUKE
ENERGY EASEMENT. SEDIMENTATION CONTROL, INCLUDING
RE -VEGETATION IS REQUIRED PER NCDEQ REGULATIONS.
4. NO STRUCTURES INCLUDING DUMPSTERS, SIGNS, RETAINING WALLS,
FENCES, SEPTIC SYSTEMS OR TANKS; TELEPHONE PEDESTALS, FIRE
HYDRANTS, MANHOLES, WATER VALVES, BACKFLOW PREVENTERS, i ` 'sty �-
WATER METERS, OR IRRIGATION HEADS ARE PROPOSED IN THE 100' DUKE .�j-F
ENERGY RIGHT OF WAY. f
1 I MATCH EXISTING
5. STREETS, ROADS, DRIVEWAYS AND UTILITY LINES MUST CROSS THE r GRADE 34.55
EASEMENT AT AN ANGLE NO LESS THAN 30 DEGREES WITH THE.
CENTERLINE. i 4-
i
6. STORMWATER IS TO BE DIRECTED AWAY FROM THE EASEMENT THROUGH EXISTING VEGETATED BERM # GRADE TO PROVIDE 1
OUT CONSTRUCTION. ' 1 %SLOPE
o Y MATCH EXISTING
7. NO WATER SPRAYING DEVICES ALLOWED WITHIN DUKE ENERGY GRADE 34.84
EASEMENT AREAS OR WHERE MAY ENDANGER SAFE OPERATION OFLINES
8. MINIMUM EQUIPMENT APPROACH DISTANCES MUST BE MAINTAINED AT REMOVE BERM TO 1'
ALL TIMES AS MANDATED BY OSHA, NESC AND OVERHEAD POWER LINE / ALLOW DRAINAGE
TO SWALE -
LAW. MINIMUM EQUIPMENT APPROACH DISTANCE ALLOWED FOR 115kV I
MATCH EXISTING
LINE VOLTAGE IS 15 FEET. SEE DUKE ENERGY, LOOK UP AND LIVE N /F f N /F
BROCHURE. f GRADE 34.9$ 9s 9�
l� ADAMS � { � � r� � � � o BROWN
D.B. 677 PG. 59 ; D.B. 629 PG. 135
��' EXISTING :; M.B. 36 PG. 115
t , \ GRAVEL
PARKING t y�
It W�
N78`1332"E 406.09' .. r
GRADE TO PROVIDE r
1% SLOPE .v
PROPOSED SWALE @1.0%- UPON
DEVELOPMENT OF FUTURE AREAS,
L BE
NORMAL POOL COLLECTION,
PESTEM RMITTED TTED �' `
�,.- --•.� f ' _ - _ ELEV = 22.0 I GRADE TO PROVIDE
NO NEW GRADING TO f I 1°!° SLOPE ;
OCCUR WITHIN 26 OF ` `{ r ...•.-.•::•°.•.•. i
� ,� � � ''-'".,.^ • •• Maio iii: o•i : i i
EXISTING POWER POLES • o�oe♦►000eoaaoo
�j PENCE ,� ( MATCH EXISTING
I GRADE 35.17
� � � �`"� � 'z � �lY?; .y i0000•0000 � eoao � /
} [1L« '• �T �, *'. TEMPORARYPOOL
t4 _` ,t.• i ELEV = 24.0
EXISTING
�--~
POWER POLE YARD
#UNKNOWN ,•:. r '_, 3 o •; ; s / r'� o
ato i_ i v a.•SHELF.,
f a
is •••.`�' N '•;•.:- VEGETATIVE SHELF. , SEE
EXTEND PIPE OUTLET PIPE � � - � �' , � � *•:*,:: � � � '� � � �'� WETLANDS VEGETATION
TO DAYLIGHT `•:..'t _. +�i NOTE FOR PLANTINGSwoo
EXISTING RIP -RAP �}` 't ;tya , �, , �' { `°•�a�1• j f f b.LJ. SHEP �1ir/V� �?
EMERGENCY SPILLWAY tti .. x r{ _' •- .:,. f`$ f /
.s }; o:•a: : �; •p•.•: /EXISTING , -_,81 SF �v
f I.E. 2 .7 . __� •.
� z � : � r � .� � .i � � , �. •:.•; � , _ .•.o � / � GRAVEL \ _ ' � .•
s tt} t t{ •� ,;�; , ° •;:;�,••�,;, t' PARKING
' '\ ;� { ,i .M. F '� a?} �Se �i e SL 0+±�`.ea0 •� / � ( � t j ,,..-....«..., 3' j.•`'`•- .�p•
' 4 L • { } x } ijY . +oi'a 5 f
obi i• , ., i •o •`« - / ( t i
RELOCATE PREVIOUSLY , Ca �� , ..•.• �yj(i.aR f
APPROVED OUTLET ; • •i :: a :o•.•: s .•0•:3• •
STRUCTURE ; w ', I ;� ; t ;�� :o` : b'� 2� t RIP RAP FLUME ' }f `_�� NOPY S OOF
F --� .. t { S.F.
y PROPOSED POND J^
x F. ` t rn i ill I* f �, t EXPANSION AND FOREBAY
`' } ` �, CONSTRUCTION , r i f' C3GX NOT y4 C.S. 7
r 3 r, FOUND
} t, � �. � � � � � .t � � ` 1;`, �fj1, 18 { fe � � r f ♦ , j� RIM: 3$-�
it St s ,f {t f2 t j°j
1 i � � T . a '�s s „✓,,,,, fE tt �+ •a �i, a 4. `•' .. e_ a i . 4 ��
1kl
77
♦ t a
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EXISTING POND
} it \!" 7 R � I.E. 2513VILDING
r
NO GRADING TO OCCUR ! `
WITHIN 25 OF EXISTING ° ��. ` , q / ;. oOF ARC 3 N / F
POWER POLES \ " � s \ O � � "BROW
: st
S.F. 4 BROWN
1 0 ±36: \. D.B. 629 PG. 1 35
gam,, EXISTING a
4; POWER DOLE `�•..� I o M.B. 36 PG. 115
cl
- � � .� i .� .�� 1� � � � �-r� � �{ - � +6 � •`+tea S'a• "•• •a�• •1•. '4 o h t :••a. off': x� ;'i'� - - _
C.B.
j. ..YR 'i` £ i , 4 j I 2 • K q+' RMA . : ^"'s `. S. '� .Nt.� • �•
1�5 �-- - E, 1 LE. 27.E
Q
r CAN � �
� } � � � � , �
Ale-{ } t #s# J.5. #2 f 3
t F AREA
:o ` t 't RIM: 29. I r C} y
,. EXISTING . > _ I.E. 26.2 rf IT 23 6,267 ,
POWER POLE `�`' , ` ,:..
1 \
-� #UNKNOWN
EXISTING
f `, ASPHALT
O EXISTING PARKING
.ASPHALT- �
O
PARKING 0 40 80 '120
NO GRADING TO OCCUR r
,.�'� ,f � CLOSE EXISTING "`'""-----
"�, WITHIN 26 OF EXISTING s . �, t n
POWER POLES 56 LF 18" RCP CURB CUT
/ 2s 2s 2 1 INCH - 40 FT HORIZ
c Nv _ ® 31 32 33
EXISTIN` j w +..a"°�. ,.. saw : ° `� X NOT
CURS CUT - - am ...� . ` FOUND
IRE I: mow
ENCE
�� CLOSE EXISTING l EXISTING` N85iQ'S¢
N.." �-- , " CLOSE EXISTING �- DO
CURB CUT ? `� " -GURB ..CUT
Q , _ .. I CURB CUTy
f i PROPOSED INLET - -" -- _ _ _ �0
i RIM 30.69 (MATCH EXISTING)
IE=26.75 -- T EXISTING •_I ` w ` .,..
- CU- R8 _rQD T '
4l {q -, . g
- _ _ „� _ _ _ -^`'.. ---*--^-..., ......... ......,. —..._ ..-..... ..... � fit• Q - TT • `�� 2 § y . � "•... � ....✓ o � .3s�� � as ��'�3���i�3� �E'�T`,�N
Z 1'
GUARD RAIL
NC HWY,210
(Rff VARIES')
-,E
REVISED PER NCDEQ COMMENTS
EMN
4-05-1 fi
D
REVISED. LAYOUT AND POND
EMN
3-•14--16
C
REVISED PER NCDENR
DWO. COMMENTS
HSK
1-05-05
B
REVISED PER NCDENR -
DWQ COMMENTS
HSK
2-20--05
A
ISSUED TO PENDER COUNTY
PLANNING FOR REVIEW
HSK
8--05-05
REV.
DESCRIPTION
REVAY
DATE
REVISIONS
00,
O
b EA b ^"
qq 0305 7
vF�� q oq
/fTH M
�ItilEitll��l
.eePROJECT
900-08
NUMBER
SCALE
1 =40'
DATE •
27JUNE fly _
TRACKING .
EMI.�}

SITE
m
o
NC 240
0
0
�,_LOCATTON MAP
N.T.S.
PROJECT BOUNDARY
ASPHALT
GRAVEL
BUILDING
STORMDRAIN
STORM INLET
EXISTING CONTOUR
�._...30
RIP --RAP
NOTES
D
REMSED LAYOUT AND POND
EMN
3---14---16
C
REI�SED PER NC'.DENR
DWQ COMMENTS
HSK
_-L05--06
RE\ASED PER NCDENR
DWQ COMMENTS
HSK
92--20--05
A
ISSUED TO PENDER COUNTY
PLANNING FOR REVIEW
HSK
6--05--0
REV.
�
DESCRIPTION
REV.BY
DATE
WW RIONS
HIGHWAY:21,0 ROCKY POINT
PENDER COUNTY NORTH CAROLINA

ERAL NOTES — SITE DATA
ZONING: B-2 BUSINESS DISTRICT (HIGHWAY)
AREA: 408,188.37 SF 9.37 ACRES
IMPERVIOUS AREA:
ACTUAL:
BUILDINGS: (4,631 SF)
PARKING: (65,296.16 SF)
WALKS AND PADS:
(7,994.02 SF)
TOTAL 921.18 SF) (PROPOSED IMPERVIOUS)
PARKING:
RETAIL (CONVENIENCE STORE) — 1 SPACE FOR 200 SF OF GROSS
FLOOR AREA
TOTAL PARKING REQUIRED = 23 SPACES
PARKING PROVIDED
REGULAR — (CONVENIENCE STORE) (8.5' x 19) = 22 SPACES
LIANDICAPPED — (CONVENIENC STORE) x 19')(8' VAN) 1 2EACE
TOTAL 23 SPACES
PERCENT IMPERVIOUS: 19.17.
FRONT — 100'
SIDE 25'
RE4R 25'
ALL CONSTRUCTION TO COMPLY WITH PENDER COUNTY ZONING STANDARDS.
TAX PIN NO. 3235-82-7927-0000
C
6'
12 12' 3# 30
10, 10,
12*_
I 112" OF 1-2
4
3' INSIDE --I
TYPICAL RIP RAP FLUME '23 s:12----�'�
6* ABC S77-21 w_te
NOT TO SCALE
TYPICAL TWO-WAY qj
677
EXISTING ROAD DETAIL 30' CASEME: 59 'PIG.
D 9
NOT TO SCALE 1-21'23E 313.1 M
N7 PLAN
\--2" DIA. STEEL PIPE
*'TRASH SCREEN To BE f R AR 0 4!'
O.C. +- E.W.. WELDED 0 3TU1,18 ANGLE
FRAME: HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION, SECURE TO OUTLET
RASH SCREEN* STRUCTURE.
BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
TOP OF OUTLET. 23.4! wl
TEMP. STORAGE ELEVATION
NOMWAIM
20 DIA. STEEL PIPE SUI M Z.O`
TTACH GALVANIZED WIRE CLOTH
p
C%R Fig (8 MESH 0.020 WIRE)
30" RCP I%RaCf
OUTLET
CONCRM 09w 20-V
110
EL-201i
6* CRUSHED STONE ?wTT4zr7f, U�Foo TiNG
A
OUnEr PrE
#4 BARS 0 12- O.C., E.W. SECTIONPaND 4_ BOTTOM- 12.5-
N
7 CLEASTONE FILTER
IrERM
ALL SM TO PREVENT CLOGGING
%
sws A
` �\ \ �� POND OUTL
ET DET/Al•L
8
7' NOT TO SCALE
10 MAINTENANCE Cum
10:1 SHELF ACCESS
—10!-- l2v _10!_ 2.5 TO 3.0 PLAN
'`
I . ­ . cor car_ m T
OUTLET STRUCTURE- TOP OF POND 25,01 MSL
4!X4• BOX - El- 23. SECTION "A -Am
TEMP. STORACE
MIN. 20.0'MSL POOL-23.47MSL EMERGENCY SPILLWAY- 20.5'MSL
f 20.7*MSL, /-30' RCP CATCH BASIN
PERMANEN E!OOL=21.VMSL OUTLET PROTECTION FOR EMERGMCY
' \ \\\' F R SPILLWAY AND PRINCIPLE SPILLWAY
BOTTOM OF SHELF=20.VMSL
NOT TO SCALE NIF
11
Al
1 \ I ' '[
if "A n A "C"
vs 1%.w LEND IN TO
;���\\I I
EXISTING TERRAIN
D.B. 677 PG. 59
MP
(A4
M=;:
NOTE: MAINTENANCE EASEMENT REQUIRED FOR RETENTION POND •NOTE: WET RETENTION POND TO SERVE AS SEDIMENT BASIN DURING CONSTRUCTION FOR EROSION CONTROL B. #3
Fi.E.=30.0
TYPICAL SECTION THRU WET RE7ENTION POND 1. .=27.2
111111 lr_
4=1
0 rn
\ \ ti� All EMERGENCY SPILLWAY
T
­3 �'' NOT TO SCALE \,l
3132 FES #1
N7
I.E.=27.0
­s LIMITS OF \ 1 � `�
s rl�:,�,\
6
4DISTURBANCE
RucTl1RE
SILT FENCE NIF
400000 (TYP.) "BROWN"
VI D. B. 629 PG. 135
M.B. 36 PG. 115
EMERGENCY 00000"
SPILLWAY • z C.B. #2— 64.71
\ \ \ \ / / i ' _ R-.E:--32.3
I.E.=29.3
)I C
S-
CL
POOL ELEV.
0
C;yl
�P&L\\
0- s
0)
RIP RAP
FLUME.
A�l
cy)
Idol
\\\\\ 36, -� ti I ; 1
@
\ \ \ \ 0 LIMITS OF
\ \ \ \ y�` k { / [DISTURBANCE 21
CP&L\ S I ul t
NO 71
\� \ \ SILT FENCE
\ \ \ \ ( �\ { / \ \ (TYP-)
\ r' 2 � i1 ( �
19
loop 0
...........
00-00
. .... ....... .4
. .......... ....
........ .. . . . .... ..
. . ......
V07E.- IF' WRE FENCING IS WITTED AND ... . ...... �-.
V4
%
ONLY SYNTHE77C RVER FABRIC IS USM . . .. .... . ....... ........
0 W�R P�,L 'P ..... . . .. ....
. ......... � . ..... . —
ROA
.. ........ 2.......
_T
7% �7
44 "r
. .... ram.:.....:
. . ... ..
TAPE PA70DM OR S7M POSTS MUST BE ...... . ..... .. .
D
ANCE OF 6. A MAXIMUM DIST "M
.... .....
0 . .....
AspV'AL
. ........
.. ... ..... .. . ......
\ \ ��...... t ..............._. ..... A.
114
" . .. ........ .
... .. ..
3833E
400,5'
N837x
.A '
5V MIN.
\� ......................
011
Ilk cr-
0
TO....... 26'
z
N.) .. .......
0 r—
V)
x PLAN
w 0
35 t 1 5T*
Ile
ISOMETRIC ANO
SLT FENCE DETAIL♦ SECTION %0
I
TEMP. CONSTRUCTION
NOT TO SCALE ENTRANCE
.... ...........................
28 FENCE
'A
210
_._---NCHY-..-,,--
VARItOl
(RIW
(0
2
8.0$
Lo.1
PF(Of
-� S BUIL
2,_
0 4 W3i 5-t--
FFE=36-09 27.0'
04 10 3171'
DiN
�� l
(A
I 10.0* / ! CL
M
M
OPY
/PR OSED GASOLINE CAN
110
� � 33� { � o � � o r
C.B. #1
R.E. 33.7 A5
I.E.=30.7 (0
0 1�14 00 L
(6
r.0 LLLL
\11 00sf LLLL
LLLL
LLLL
33. ELLLL
LL-L
A
L I-[-
t
a ENT
Lr �j
E)(15n EODGE p pjV�
.�G�
TEMPORARY
CONSTRUCTION
ENTRANCE
Now Pavement
70VIII10Y
E)dwna edge
,/l Of pov;mwt N,
NOTE:
1. ALL ROOF DRAINAGE MUST BE DIRECTED SO AS TO BE
PICKED UP BY THE POND. THE RUNOFF FROM ALL
MPER\AOUS SURFACES MUST BE DIRECTED TO THE
FOREBAY.
2. NO WETLANDS EXIST ON THIS SITE.
NORTHi�
40' 20' 0 40' 8
GRAPHIC SCALE- 1 40' d
LEGE�D
DENOTES CONCRETE SURFACE
A.4
w4
REVISED PER NCDENR
DWQ COMMENTS
REVISED PER NCDENR
DWQ COMMENTS
ISSUED TO PENDER COUNTY
PLANNING FOR_REVIEW
REV.
DESCRIPTION
REV`,lSllONS_l_,
V
DRAWN
S.Kennedy
PROJECT
900-08
NUMBER
DESIGN S.Kennedy
CHECK
D.Fennell
APPROVED
D-Fennell
DATE 27 JUNE 05
STORMWATER AND EROSION
CONTROL PLAN
PROJECT NUMBER SHEET NUMBER
WO-08 C-2
NOT TO SCALE

Q *0—
.•0
i
1 Plan revisions per NCDENR 11/21/01 comment letter 12/12/01
REV N0. DESCRIPTIONS DATE
RE4SI US
NROM&CREM
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
s
000\0
NORTH
0 400 40' 80'
SCALE: 1 "-40' (Horiz.)
Ito0
��
CONCR\EP VINrWALKSINTERN
LANDSCAPING
WORSLEY COMPANIES, INC.
SCO?GHMAN STORE #150
ROCKY POINT, NC
SI"E LAYOUT PLAN
L®CAT10N MAP
NOT
1. ZONING
B2 — BUSINESS DISTRICT (HIGHWAY)
2. SETBACK REQUIREMENTS
MIN. FRONT YARD 100'
MIN. SIDE' AND REAR 25'
MAX. BUILDING HEIGHT 35'
3. PARKING REQUIREMENTS
RESTAURANTS = 1 PARKING SPACE FOR EACH 4 SEATS
AND 1 PARKING SPACE FOR EACH
2 SEATS AT COUNTER OR BAR
PLUS 1 PARKING SPACE FOR EACH
2 EMPLOYEES
HOTELS — 1 PARKING SPACE FOR EACH ROOM
PLUS 1 PARKING SPACE FOR EACH
2 EMPLOYEES
RETAIL' USE = 1 PARKING SPACE FOR EACH
200 SF OF GROSS FLOOR AREA
4. PARKING CALCULATIONS
RESTAURANT 9-4 SEAT TABLES X 1 = 9
6 EMPLOYEES —: 2 = 3
12 REQ'D
12 PROVIDED
RETAIL USE 5100 SF —: 200 = 25.5
(SCOTCHMAN) 4 EMPLOYEES 2 = 2
28 REO'D
28 PROVIDED
HOTELS 70 ROOMS X 1 - 70
12 EMPLOYEES 2 = 6
76 REQ'D
79 PROVIDED
5. IMPERVIOUS AFC
BUILDINGS = 21,123 SF
CONC. WALK OR PAVEMENT = 12,946 SF
ASPHALT PAVEMENT = 235,045 SF
INSIDE LANDSCAPED AREA = 72,100 SF
(8% REQ'D)
DATE:
9/13�01
MCE PROD. #
08370013
DRAWN
J. RONEY
DESIGNED
J. RONEY
CHECKED
G. HETZLER
PROJ. MGR.
G. HETZLER
SCALE
m&c nLE Nu�l�
HORIZONTAL:
� Nu M
1*=40'
VERTICAL:
C101
NA
7
STATUS: IS -SUED FOR ICVIS1
AGENCY REVIEW
El

)0!0;
ter+
SITE
40' 0 40' 80%Ai N N E M w M
„ ,
co\ \ \ SCALE: 1 = 40 (H on z. )
C14\
\0,
CV
.•----- ------ ;;----------------- -----
op
\EXISNG CONTOUR
N
� N�
\ X50L\ ,..,," �''•' I \ 1 0 PROPOS CONTOUR
r \ , GRAVEL CO STRUCTION `�- �'.�:•' : ` �;
ENTRANCE
C7
• \ \ SILT FENCE
I \ \ \ \ INLET PROTECTIOh\
I l \ MAP
\ \ LIMITS OF CONSTRU ON LOC
' \Mk
RE �. \ \. \
�F � � \ SILT FENCE ■ ■ -r-� PLAN A VIOLATION OF
40 \ \ \ \ 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE L N IS LA ON
MON
\ THE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
2 \ DIVERSION SWALE 2. .GRADING
MORE THAN ONE 'ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS
-- a Sf \ \ \ -� ■ �' -� AVIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A
• \ /1 \ ` \ \ FINE.
3. DISTURBED LAND AREA 9.5 AC
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
\ \ \ NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
\ ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
\ f I \ SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND
MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE
TO BE SEEDED AND MULCHED WITHIN 120 DAYS.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
1 \ \ REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT.
9
Q ` 6. SLOPES SHALL BE GRADED' NO STEEPER THAN 3:1.
t .•+�" \ \ i \ \ \ 7. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
\ \ \ ENGINEER, AND OWNER.
/ \ \ 8 IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS ALL
` DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN
\ \ APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND REPAIR AS
NECESSARY ALL DAMAGED EROSION CONTROL MEASURES.
1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH STATE
• \ / \ \ 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE AND TREE
PROTECTION FENCING.
`' -�_ -�' �� .•�'""' �- �' \ \ \ 3. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT SEDIMENT BASINS AND
} s i /"� •�'��''� \ \ \ \ \ 4. COMMENCE GRADING OPERATIONS FOR BUILDING, PARKING LOT AND UTILITY
\ \ \ CONSTRUCTION.
\ ✓� / ,�• 5. PROVIDE INLET PROTECTION DEVICES AS REQUIRED UNTIL PAVEMENT IS COMPLETE AND
'''< Pogo�FINAL GRADES ARE STABILIZED WITH VEGETATIVE COVER.
6. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
j '' \ .• REMOVE TEMPORARY CONTROL DEVICES (SILT FENCE, ETC.) AND REMOVE
�4 } \ 0�, ,\ • "''" 7. ACCUMULATED SEDIMENT FROM POND ONCE PERMANENT VEGETATIVE COVER IS
ESTABLISHED.
t t ! 1 j \ �� �� \
- /'.•�''' -� sue" � \
} \ SEEDBED I I ohms
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
"N\ �g CONDITIONS, IF AVAILABLE.
000111111111111111111111 c� 2. RIP THE EN11RE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
1 - REASONABLY SMOOTH AND UNIFORM.
j \ ' WITH SOIL 4 APPY AMINIMPAI
ME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX
tt \ (SEE BELOW* )
NJtfi 5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
\ i 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
b EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
k THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR' ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
00 * Y: AGRICULTURAL LIMESTONE 2 TONS ACRE
{►i I \ 7 R� \ APPLY-
- 1000 LBS ACRE (10-10-10) /
�� _
� � \ fl � SUPER PHOSPHATE 500 LBS/ACRE (2A
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
t \ ANCHOR - ASPHALT EMULSION AT '450 GAL/ACRE
CONTROL MAINTENANCE PLAN
�I y` 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
`` CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF - PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
\ IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
\ \ 2. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL
OF SEDIMENT REACHES 2.0 FEET BELOW THE TOP OF THE
RISER. GRAVEL SEDIMENT I O LONGER DRAINS PROPERLY. LL BE CLEANED OR REPLACED WHEN THE
POOL N
a 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND
INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
GRADWO �� �''\ .•► .o-''� NOT APPROXIMATELY 50% FILLED. GRAVEL OF SILT FENCE WILL BE
1 1 Plan revisions per NCDENR 11./21/01 comment letter
REV.NO. DESCRIp nONS
REMSIONS
DATE"
000
0000
Pv
21
-- --''�~ CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING DRAINAGE PROPERLY.
CLEARING AND GRADING OPERATIONS.
TEMPORARY SEEDING 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
v
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] Fax: [phone]
AA0002667 E80006691
www.mckimcreed.com
GRASS TYPE
AMOUNT/
1000 S.F.
TIME OF
SEEDING
INITIAL
FERTILIZATION/1000 SF
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
F 25 LBS. 10-10-10
NA
NA
NA
VEGETATION BEYOND GRADING LIMITS. FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
STOCKPILE. TO MAINTAIN A BARRIER.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. 5 ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN
PERMANENT SEEDING YI�TH NO GREATER THAN 3:1 SLOPES. THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
6 ALL AREAS ARE iO BE GRADED SO THAT NO AREAS OF VEGETATIVE COVER
AMOUNT/
TIME OF
FERTILIZATION/1000 SF
GRASS TYPE
1000 S.F.
SEEDING
INITIAL
MAINTENANCE
MARCH - APRIL
EACH WEEKS
AUG. S0-1
BERMUDA. COMMON
1-2 LBS.
APRIL THRU JUNE
25 LBS. 10-10-1
12 LBS. 10-10-10
1-2 LBSS.. N.
12 IBS. 10-10-10
FESCUE. TALL
5-7 LBS.
JUNE THRU AUG.
25 LBS. 10-10-1
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC
1/2 TO 1 I.B. N.
SEPT. - OCT.
12 LBS. 10-10-10
KENTUCKY 31
FEB. THRU OCT.
SICEA
LBS.
MARCH THRU APRIL
25 LBS. 10-10-1
FEB. - MARCH
1/2 TO 1 I.B. N.
NA
SPEDEZA SLOPES)1-2
WORSLEY
STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED 6. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
GRADE. ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON
THE ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN WITH 2 INCHES OF #4 STONE TO MAINTAIN 6" DEPTH.
RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE
IN THE DIRECTIONS INDICATED ON THE PLAN.
WORSLEY COMPANIES, INC.
SCOTCHMAN STORE #150
ROCKY POINT, NC
EROSION CONTROL PLAN
DATE: 9/13/01
MCE PROD. # 08370013
DRAWN J. RONEY
DESIGNED J. RONEY
CHECKED G. HETZLER
PROD. MGR. G. HETZLER
SCALE
M&C FILE NUMMIR
HORIZONTAL-
ORAWI NG WJMBER
1 "=40'
VERTICAL:
C102
NA
STATUS' ISSUED FOR REVISION
AGENCY REVIEW ,

•
----5�--" --- -- - = RIP RAP OUTLET PROTECTION 12 - -- Z
- Z� SEE DETAIL SHEET C10fi _ -
12
- OUTLET STRUCTURE
4 33t ��---- -� -- -~ :. - '-'` --- -�' `"off -�-- gZ-' _---�.-- ` OVERFLOW EL. 24.55
12 •.. .,_____ �-_..._ .1 Jam. ... �.._.----�- --- �- '�:-:_--�~ '� "• `� \ � --
. -..- ----,_, -- --•- ._._..--._..-_._ .�.. � � ,.._ _._ -� 1 •' 3" ORFI CE EL. 23.50 NOR`Ti-I
IN V. EL. 21.50
_- _-- _ w -- \ POND OVERFLOW STRUCTURE.
8 SEE DETAIL SHEET C106
00
5.00
f SCALE: 1 =40 (Horiz.)
, CA � � RIP RAP OUTLET
.30
� �`' { / w SWALE EXISTING 0 � v� \ � � � PROTECTION. SEE
` \ DETAIL SHEET 106
33.50
33.00 �, / ; 27.0
O / /
28.5\ PROPOSED EXISTING
32.7 -""'' '� QQ• /
CATCH BASIN DROP INLET
W/ INLET TABLE NUMBER
10 34.80 TC , \ 0 EMERGENCY SPILLWAY
34.30 25.5
SWALE RIP RAP
�STORM DRAIN
FEs INV. 21.0
- CONTOURS
34.80 c � 0 �^
34-30 �. (PROPOSED �
1 \ \ ` SWALE '� P RUNOFF OF
LTM MAP
40 O \ 27.s
co-�c� A 2 t \ � � \C OM NOTES
I 51 ; �, EMERGENCY SPILLWAY. 1. EXISTING TOPOGRAPHIC INFORMATION DEPICTED ON THIS PLAN
6.50 IS FROM A TOPOGRAPHIC SURVEY DATED MARCH 19, 1988,
35.0 CREST EL 2 PROVIDED BY sHERWIN D. 'CRIBS, N.C. PROFESSIONAL LAND
l44.111) T FAQ- 1 \ E DETAIL SHEET C106 SURVEYOR
} / 2. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING
33.36 , 34.30 �,,•,,,.t►' "B C1 w A �. CLEARING AND GRADING OPERATIONS, SEE DRAWING C102.
9 1 f � r� ` 3. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT
O i 4 ORp
VEGETATION BEYOND GRADING LIMITS.
\ 4. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND
33.60
k i p `�
�` � STOCKPILE.
}� � � 6 � t ,
J 5. COMPACT ALL FILL AREASTO 95% OF MAXIMUM DENSITY.
I j �c, 27.8 6. ALL BANKS AND SWALE SIDE' SLOPES SHALL BE GRADED
t \ ` WITH NO GREATER THAN 3:1 SLOPES.
Q RIP AP � � � `� 7. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF
i f SLOP PROTECTION \ � STANDING WATER OCCUR.
` 'c� \ 8. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED
G GRADE.
EXISTIN ► pi
SWALE 25.0 / \ �, 10. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN
RELATION TO THE PROPOSED' GRADES TO ENSURE DRAINAGE
IN THE DIRECTIONS INDICATED ON THE PLAN.
11. ADDITIONAL. POND AND GRADING DETAILS ARE PROVIDED ON
/ 5 .
27\
O` DRAWING C147.
,� l �� •- Sw FORE BAY
30,5
30.5
�-33.06
32.6 0 TC f.• \
i j 1,C , _ 33.5 0000 c
33.30 -- .► l c�
�. O... 32. _ ..•�" 32.60
.••-
30.5 28.8
33.5 29.2
SW.E
29.8E
70
1 I R00
From
Structure
To
Structure
Line
Size
in)
Line
Length
(ft)
Invert
EL DN
(ft)
Invert
EL Up
(ft
Line
Slope
%
Grnd /
Rim
UR
Grnd /
Rim
Dn
1
0
24 rcp
305
1938
21.30
0.500
30.5
30.5
2
1
24 rcp
140
21.49
22.19
0.500
30.5
30.5
3
2
24 rcp
146
22.59
23.32
0.500
30.5
30.5
4
3
15 rcp
126
23.80
24.43
0.500
30.5
30.5
5
4
15 rcp
130
24.59
25.24
0.500
30.5
30.5
6
5
15 rcp
196
25.24
26.22
0.500
30.5
30.5
7
1
15 rcp
197
25.09
26.07
0.500
31.0
30.5
8
6
15 rcp
162
26.23
27.04
0.500
31.9
31.0
9
3
15 rcp
214
25.24
27.15
0.893
32.5
30.5
10
9
15 rcp
136
27.69
28.37
0.500
32.7
32.5
12
11
18 rcp
380
30.00
32.00
0.500
-
.
0�343
TC
.5
Ft�3
iiiiiiiiiiiiiiiiiiiiiIIIIIIIIIIIIIIIIIII
29.50
SWALE--
30.26
I 30.5
33.
�
l
30.5 O
<, 31.50
33.00
�.. -•-� ..-
0
Cn 30.50
,_..
- ` ..r''"'"'
0000
32.52 �
,...
ca
.r-
'
7.3'
32.42
28.0±
SEE PLAN
GRASS LINED SWALE
27.8
31
_
���_'�"+% -~' `
'
, ,�1'
/� . ., �,
•,•�.,
�1\ ~ �Yti / ..,`
25.2E 3
SEE PLAN � , \�
~` ,,` • '`\\ ,•`.
`,• 1 `
1 POND
4{1
\ 30 .5
...,.if_ /=r'ir"' I�_ �.
31-70
1, 4 1
t,
�'` .,
; _ \ �\ , y1 11
32.90
32.32
�-` ._--�--,...,.--""' �,,,�-•-''ter
32.80
t f ✓J r
33.42
2 Added swale contours, additional spot elevations and swale section "B• 2/25/02
1 Plan revisions per NWENR 11/21/01 comment letter 12/12/01
REV.NO. DESCRIPTIONS DATE
V
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: (910)251-.;-8282
AA0002667 EB0006691
www.mckimcreed.com
X"
1»
SWALE SECTION *9
NOT TO SCALE
WORSLEY COMPANIES, INC.
SCOTCHMAN STORE #150
ROCKY POINT, NC
GRADING AND DRAINAGE PLAN
DATE:
9/13/01
MCE PROJ. #
08370013
DRAWN
J. RONEY
DESIGNED
J. RONEY
CHECKED
G. HETZL.ER
PROD. MGR.
G. HETZLER
SCALE
MI FU WJI
DRAVANG WMM
HORIZONTAL:
1»ice.
VER11CAL:
C104
NA
STATUS: ISSUED FOR `�°"
AGENCY REVIEW

L
FLAREEr—k , � �r—�-�I ,,*
1 2'
� 1 p4a
•ems •♦ �i � ice!
i • i a� � • • i
SECTION
RIP -RAP PROTECTION
NOT To SCALE
1 IPlan revisions per NCDENR 11/21/01 comment letter
REV.NO.
12/12/01 1
NOT TO SCALE
CONTRACTOR TO PROVIDE
ANGLE IRONS AND SAFETY GRATE.
RECAST BOX
5.5'
1.0' 1.0'
8"
POURED IN PLACE
CONCRETE COLLAR
0 ! r Q
WATERPROOF
MASTIC (TYP.
a�
a in
LA
it)P`� r�
A.
4
0
POURED IN PLACE
CONCRETE COLLAR
#5 ROAR (TYPICAL EACH FACE)
ANTI —SEEPAGE COLLAR DETAIL
NOT TO SCALE
COMPACTED EARTHEN DAM RIPRAP OUTLET PROTECTION
TOP OF BERM 27.50 COVERED WITH 24" THK LAYER WIDTH=20'
OF -8 RIPRAP. LENGTH=VARIES
INV. OUT - 21.0 CREST' OF WEIR SPILLWAY THICKNESS=18"
ELEV. 26.50 RIPRAP=CLASS-B
CUT OFF EXCAVATE POND TO OUTLET TO
CONCRETE­/�� TRENCH OUTLET THE ELEV SHOWN 1, GRADE
ANTI -FLOTATION BLOCK PROTECTION ON THE PLANS 3
1
FILL BOX TO 1.1' DEPTH NON -WOVEN h
GEOTEXILE FABRIC
FILTER FABRIC
POND #1 OUTLET STRUCTURE SECTION
NOT TO SCALE EXIST. GROUND/ COMPACTED EARTHEN DAM EXIST. GROUND/
TOP OF DAM EL COVERED WITH 18 THK LAYER TOP OF DAM
,-- OF CLASS-B RIPRAP.
11 i�
LENGTH OF WEIR'=20' NOTE5:
SPILLWAY AY - 26.50 1. COMPACT EARTHEN DAM TO
98X MAX DENSITY (ASTM D-698)
2. REMOVE ACCUMULATED SEDIMENT
FROM THE POND WHEN SEDIMENT
6:1 SHELF BELOW PERMANENT POOL REACHES A DEPTH OF 1.5'.
PLANTED WITH WETLAND SPECIES AS SEE WET DETENTION POND PLANTING PER PLANS
12' NOTES BELOW.
o NWSE = 23.5 EMERGENCY SPILLWAY
FOREBAY _ N - NOT TO SCALE
3 IIIi 6.5' POND _ GRASS LINED SWALE 3 (MIN.) 3 (MIN.)
III rI I I f
BOTTOM = 17-0 I I I I I = / "'"1 1 1 F
BOTTOM 17.0 /
-III III l I l , \ �
WET DETENTION POND PLANTING 1' MIN.
CONTRACTOR SHALL INSTALL ON THE 6:1 SLOPED SHELF,
EQUAL NUMBERS OF EACH OF THE LISTED SUITABLE
PLANTS. DURING INSTALLATION, GROUP PLANTS OF
SIMILAR SPECIES TOGETHER. INSTALL PLANTS 24" O.C., IN
A CHECKERBOARD PATTERN.
SUITABLE PLANTS: SWALE SECTION
ARROW ARUM
BLUEFLAG IRIS POND SECTION A CANA LILLY NOT TO SCALE NOT TO SCALE
PICKERELWEED
' 50' MIN.
2. -- _.
5' ' a'
min.
min..R M
GatherT—=-I NcINo
excess Buried Wire Fabric 111, .2*
at r n,
at corners
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL WIRE MESH WITH 1/2—INCH OPENING OVER ALL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED BLOCK OPENING TO HOLD GRAVEL IN PLACE.
AT LEAST 2 INCH BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST 3. USE CLEAN GRAVEL,3/4—TO 1/2—INCH IN
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT DIAMETER, PLACED 2 INCHES BELOW THE TOP
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT SMOOTH IT TO AN EVEN GLADE. DOT #57 WASHED
ROWS BY PLACING 2x4 WOOD STUDS THROUGH STONE IS RECOMMENDED
BLOCK OPENINGS.
SEAL
Drop inlet Wire Fabric etai Post
with grate
#57 Washed Stone
INLET PROTECTION
NOT TO SCALE
SEAL
��C IQ
fee• •e� ��i
EA r
w
0 8
A- : i
V
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
CONCRETE `
ANTI -FLOTATION BLOCK -
FILL BOX TO 1.1' DEPTH
NOTE: "
CONTINUOUS RUBBER
WATER STOP AT ALL
CONSTRUCTION JOINTS
PLAN SECTION
PRECAST RISER/BARREL STRUCTURE
NOT TO SCALE
5'x 5' PRECAST BOX
5'
TOP BERM EL = 27.50
GRADE POND TO EMERGENCY SPILLWAY EL = 26.50
ELEVATIONS SHOWN 100-YR WSE=27.08
ON THE PLANS 25-YR WSE=26.66 3 311
10-YR WSE=26.30
TOP RISER 24.55 1 5.5'x 5.5' CONC. COLLARS
NWSE=23.5
5'x 5' PRECAST BOX 24" RCP CL SS 5
(SEE RISER SECTION NV 21.56 TH LOCKING "0" RING JOINT
oR ��Rl p�T
\ F�RiC�TYp.)
LL
ISOMETRIC o�R FF TER ° �oMP
qBR1� ACT
SILT FENCE DETAIL
NOT TO SCALE
WORSLEY
-- - -..:= -; •4 STONE ... -
tV
Z...........
- ----» . .. .. -
W ..
50' MIN.
/Y/xroo"
10
sEcnorl
TEM P ORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
WORSLEY COMPANIES, INC.
SCOTCHMAN STORE #150
ROCKY POINT, NC
GRADING, DRAINAGE AND
EROSION CONTROL DETAILS
DATE: 9/13/01
MCE PROJ. 08370013
DRAWN J. RONEY
DESIGNED J. RONEY
CHECKED G. HETZLER
PROJ.MGR. G. HETZLER
SCALE
M&c nil MAW
DRAVM NUkW
HORIZONTAL:
1"=0.
VERTICAL:
C106
NA
STATUS: ISSUED FOR �"
AGENCY REVIEW

SITE
O
NC 210
CD 0
C)
01)
N. 2E J. PE FEAi
NTS
VICINITY MAP
20'x2O'x2O" ENERGY DISSIPATOR
CLASS B NCDOT EROSION
CONTROL STONE
3Cr F.E.S. INV. = 25.22
(SEE DETAIL)
35' 30" RCP @ 0.80%
30' VEGETATIVE FILTER
(SEE DETAIL)
o
o �.�
!
4 ..
0. .0
0 0 0 0 0 0 0 0
DETENT16N ON
t
4 4 -4 4
00,00,0(0,0000
0 0
nononon•
TOP OF BANK 29.0,-'
FLQOD POOL 2,7.2
EMERGECY
ILLWA`�
NgRMAL POOL 255
15, 1 lvM v a 14 ........................... .......
(SEE IQ
..........
•
...... ............... 1g)
............... ......... ....................
.............
. ........... _r .......... .. .....
it R
.. ..... ... ..... ............. .......... ......... ..... .........
............ ............. ... .... ..... .... ........... ........ .............. ............ N" ..............................
............ ............................ ............... ....
...................
....... .... I ......... ..
.......................... ..... ....... ............................. ................
Y.I.I.I.I.I.1.1.*.,-,.1-1.1.*.,.*.-.-.---.-.-.-.-.-.---�---------.,-*.,-. .................
................................
......... ............................. 6AN60
............... ........ c ....... ....
r ....... .......... .............
.............................. .................................. . ..................
POW ............... ....... I k
&L ....... ........................... ................
p! ... ... .... ... .................... . . .......................... .................. 4. ...................... ............
'LE b. ................. I ...... 11 ...... ............ ... . ................. I ...........
N .......................... (2) 4" SDR 21 PVC ......... ........... ................... ............. ....... .......................
............ I ..... ........ / ....................... ...............
. ............................... .......... ............ ................... .... ..... . . . ......................... ................. .......................... ..... . ....... ................
\�:' .
... It .............o \ ,
4 .... .................................................... ...........
g........................................... .............. ...... .......
... I ......... ..................................
i3AN! SEWER FORCE MAINS .................. .. . .................................................
IM
cA
....... .. ........ ................ ..................................... ........ ....... . ....................
. .. .. ......................................
. . .............................. ..... .............
...........
..............
................
................. ......... ........................... I ......
...........
.......................
........ ........ I .........
............ .............................
t.......................
TO,
........ lo,xlq $027 ENERGY DISSIPATOR -T� P I ...............
...........
V I
T_ D. 1. NO. 6
PO$E
. .............. ............................................... .........
........ ... ...... ........... . " /1' , 1 1, ...........
.... ........ ................. ...........
CLASS'B NCDOT EROSION VA ................
........................... ....... ........ ..............
0 TSF AR' TOP 31.8
N "33 -F" Y ........... .. ......
..........
............... ..............
STONE
............. ...... ......
lo,XlO'xl27 ENERGY DI IPATOR .................
.......... . ....................... ......
. ............
........ ... . ..................... ". I ) _� " ! lk
....... ....
................. ....... ............. ..........
................. ....... ......................
................ ......... I ......
.................. ......... . .................... ..... .... .......
..................................... .... ......
............................. ...... ...............
A�' .......... ................. I .................
\ ; f\ h
CLASS B NCDOT EROSIO
cy- fliv.
................... .......
CONTROL TONE ...... ........... ........ .... ...... ... ......... . ....... ..............
.... ....... �5U7 ........
............ ......
CN
............. ..........
............... .................................. ........ .. .........................
d ..... ... ....... .......
................ % ...... .
---- ----
. ..............
.. ..................... ............ .............
. . . .................................................
........ . ....
CA R ,P ......
951•.............
•
.......... ................... ....... ,A ......... ..........
...... ........ ......... .......... ........ .............
o
. I .....
2e F.E.S. INV. 27.68
.... .......
................. .... ............ ... 28.5
C, — ........... ........... ...... D.I. NO. 7
.... ..................
............. ....... .
........... .
0 ........
................ ..........
....... ... I ........... TOP 31.8
................
...........
... ......
�p
V, D.I. NO. 8
. ................ TOP 31.8 INV. 28.70 ...................
..................
.. ............. ..............
7.9 28.19 . ........... .......
\ ; - \ I2e F.(.S. INV. 2 .................
F.E.S. INV.'
..................... ...................
... ................. MAN* .................. INV. 28.52
...................
..........
\ �C,� I f1 J I............ . .........
............. ....... 8 snow
...................... .............
................. .......
................
.............
►
. ...................... ... ..........
�i ....... ............ ..........
......................... ......... ......
v
............
........... ........
........................
.............. .
............ 1 1. 1 ........ .
...................
......................... ... .
...... ...........
...........
0 iTRUCTURE ........
CPA�L ............ .............h. ........
6 NO.J ........ ........
t ;, �,6 \ I .... fir..PA�. AREA REPAIR AREA
...............
RE
107"\ AN.
................ .......
.............. A ............. N 1 NO. 2
................. ..
...............
ly
RAMP D
...............
........................ .................
........ ....... ..................
.. ......... A . ..................... . .......
1-40/210
................
...................•......
..................... ...........
.........................
....................... ...............
. ... ............
GRAVELED
CP&LP WER . ...................
..... . . . . . . . . . . . . . . . . . . . . . . . . . . . ........
. . . . 7
icONSTRUCTION ..... .................
f POLIE jI
1 1. 1,. ..............
......... ......... ............. ENTRANCE . .................
.................. annes" ...........
........................... ......
................ A44z�
\ ;h . of ` , (SEE DETAIL) ..........
.........................
........................ ....... or an sees names wamm
...........
o ............ 1 2 3 4 5 6 7 8 9 10 11 11,13 14 15
FIELD NO. 1
, . .....
tv 187 F.E.S. `INV:- 2-780
J"
1\ `�. \ F.E�S. INV. 27.50 -_Tr F.-E -'S--.---INV:
7?
INV. 29.00
—GRAVELED
CONSTRUCTION
ENTRANCE
(SEE DETAIL)
Now-
\ __ _ m
N85*10'54"E @ 30.0'
-T.
N89 To
EXI I
ow swat
ASPH LT
........ . ... an 187 F.E.S. INV. 31.00
I IAPAVED R
"a -was
400.54' 0611111 to
38*33 1-
SITE PLAN
SCALE: 1" = 40'
ENERGY DISSIPATOR _7 7-77 77 1 O'x 1 O'x 127 '_10
o CLASS 8 NCDOT EROSION
c-) CONTROL STONE
-;o ...............
10'x10'x127 ENERGY DISSIPATOR
CLASS B NCDOT EROSION
CONTROL STONE
210
. ........
. ..... pN \1ARICS)
(R
LEGEND
29
EXISTING CONTOUR
PROPOSED SPOT ELEVATION
..........................
PROPOSED ASPHALT
-A
-.A
PROPOSED CONCRETE
EDPROPOSED
LANDSCAPING
TEMPORARY DIVERSION SWALE
GRASSED 'SWALE
TEMPORARY SILT FENCE
EROSION CONTROL
AROUND INLETS
LJ
0
z
0
::D
LJ
z
3:
0
LLJ
�
z
rn
rn
Ld
0
CID
Lu
F— sameal
0
CL-0
Ln Lj <
LLJ Z:
j me. U
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Z 0 Lu im—
< n Z cle
Cie un < 0
CL
9to
o
Z
I-s-
< 0
< >_ CL
LLJ
Lu al >-
cle
E-- < 00
:D ro ,I
a: 7' Ln o
Lli
_17
00
T_ z
1-- 0
ry
0 0
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CN 2! x
0 <
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LLJ
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z
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F_
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o
94026
-
DES. PGT, JAKIII
DRWN-
DMB, MLH
DATE 10/24/94
FZ_
S E A L
S'; 17374
cl

A
SPECIFICATIONS FOR SUBSURFACE WASTEWATER SYSTEM
Ft7Wr-- f34N1:1.., 60A MAINS, +1 IZo/230:V
N62051 NEMA 4X , W/Lzt:*A51_E 1. TANKS: SEPTIC TANKS AND PUMP TANKS SHALL BE PRECAST
p4wK1 1-3P', 30AI. BY-40-, .5 ti (0 � 4 °G • COhIT)"'01- 13p.NEl, CONCRETE AS MANUFACTURED BY 5T4- M16HT TANK
ii ' _ 1- 1 P� WA ��� � Z � iZ' �Z" G ���� 4 Gi 1PC�U S COMPANY, INC. OR A SIMILAR PRODUCT CONSTRUCTED WITH
I. b' j5F arN �N�. LrAV� OAK_ >-e �I ��t.. ��OM ! X Tom. :.
I - Z.p• ?OA �}GIz, Ai'U" }'-`� Gt1�G-tiT SAME MATERIALS, STRENGTH CHARACTERISTICS AND
N j l;d (,� i� T� jg I� i NT ,as (�,aM . �"'�� �•H • Pyo " i - I pf 2oa �5{C.t2, SPAN DIMENSIONS. A WATERTIGHT SEAL SHALL BE MADE BETWEEN
1�' TANKS AND MANHOLE RISERS AND WHERE 'PIPES ARE EXTENDED
ALL � �•)i I THROUGH TANK WALLS. TANKS SHALL BE LEAKAGE TESTED
I AU DI l3J r-- AI-&eM (hidaNl
4" cw� VALvg W V�js oox
sm, 21 IPVG nwm
t�I NCB _P6. 4 k.
-4 11 `i0° 1 p •
o5GH 40 M • 944U. 5
i NSTAt-L�i7 L.\/SL
ONE HALF { 1/2) INCH IN A 24 HOUR PERIOD. AFTER
PRIOR TO FINAL BACKFILLING. LEAKAGE SHALL NOT EXCEED
r.C�lP a
¢'i"'H• 40 pv� �,��� i ONjig!!L I74NicL, NEMA 4-A,.HOAo VISUAL N(e5F4 BACKFILLING, THE GROUND SURFACE AROUND THE TANKS THE
WMT--R ALAXI l" 1 # Naw•N TANKS SHALL BE GRADED TO DIVERT SURFACE RUNOFF AWAY
FROM THE TANKS. TANKS SHALL BE INSTALLED IN ACCORDANCE
...W/ CvNGf clauAe-• DLJ rLt5K WA- 6120UNPI NG 1 CoNi-wL, 4 PoW IF-t CONDUITS • .C> 1Z65�: D sue,-'::;Ff= WITH THE MANUFACTURER'S RECOMMENDATIONS. MANHOLE
ro"r., W. P. Go`Iellc --� I=rrTINvs. @ r-Aj/- Rp. iai/ WAT'm Ptzoop 4RISERS SHALL BE EXTENDED TO FINISHED GRADE ON ALL
&ALV. UN IST su 1'rvt Games fit= se.LE_ "G-TANKS . .
r1CAM E To su tf ejaul F. MOM 13U ILDI NC�� C� Ca /a
2. PIPING: PIPING SHALL CONFORM TO THE SIZES AND
-�� ��� ..._ ._._ .� ..� ._ _._. MATERIALS AS SHOWN ON THIS PLAN. CLEANOUTS SHALL BE
C�'�•tP� - �. _ ____ _. _._ -_ INSTALLED WHERE SHOWN ON THE PLANS COLLECTION LINES
SHALL BE TESTED FOR LEAKAGE AND THE TOTAL EXFILTRATION
4- L' 6FATr E VALV, MLY- Ham,® FL I w SHALL NOT EXCEED 0.1 GALLONS PER INCHNOMINAL DIAMETER
PER 100 FEET OF PIPE PER DAY. HYDROSTATIC TESTING FOR
2► ' s rj,®OD GAL THE PRESSURED EFFLUENT SUPPLY LINES SHALL CONSIST OF
II �• _ _ • •0 sej, i'IG Y'd`Nk' MAINTAINING A TEST PRESSURE OF 100 PSI FOR 30 MINUTES
Lirr lc_ ,. ru m P I %�i�G,qr � WITHOUT ANY PRESSURE LOSS. INSTALLATION SHALL CONFORM
TO ASTM D-2774.
45(w' N e,-Ipw,) VEw- Iho Bam® I p 3. DISPOSAL FIELD PUMPS: A DUPLEX PUMP SYSTEM SHALL BE
I i SUPPLIED AND INSTALLED IN DISPOSAL FIELD PUMP
2r �^ --- - -- - 1-- - -- --)- I -- - -- -- TANKS. THE PUMPS SHALL BE MYERS MODEL 3WHY 1750 RPM
WHICH CAN PUMP 159.3 GPM AT A TOTAL HEAD OF 23.4 FEET
q� GAL PtJ M P TAN k NM' rem6&wt4 TAfjK WITH A 3 INCH DISCHARGE. THE PUMP SHALL BE 2.0 HP
�„ F �� ETA`( �� (JI�TG P.T -1I� A 2- PAI K-r TANK WIRED FOR THREE PHASE, 230 VOLTS. PUMP SHALL BE
) INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
21 Pvc_ RECOMMENDATIONS AND CURRENT NATIONAL ELECTRICAL CODE.
DIP PVC, 4. PUMP CONTROL AND POWER SYSTEM: THE CONTRACTOR SHALL
SUPPLY AND INSTALL PUMP CONTROL AND POWER SYSTEMS AS
:���� i�iL�. AT Ye, Z�� SHOWN ON THIS PLAN. VOLTAGE REQUIRED', IS 230 THREE
1 EkJa
PHASE. MERCURY FLOAT SWITCHES SHALL BE INSTALLED TO
PaiwTe.> ALaw& AU-, Lre.-I'�CAUSP AS► A C7,4j'"1) f jam' CONTROL PUMP AND ALARM FUNCTIONS AT THE LEVELS
.Z'Gj. INDICATED ON THE PLAN. THE SWITCHES SHALL BE INSTALLED
TO: CUT OFF POWER TO BOTH PUMP AND ALARM; ENERGIZE THE
PUMP AND ENERGIZE THE ALARM LIGHT/HORN AT LEVELS AS
SHOWN ON DRAWINGS.
c A i N iz: I tL.D PLA 1� vrzie'N rlo.j)
A SYSTEM SWITCH, HAND -OFF -AUTOMATIC, SHALL BE
if I sUAI, ALA -M, P-F-p U&INM i'j/ W I r-E G- j'&r_D AUD) t?I.f✓ .olAieM
�L.f✓V. 35.ej AUTOMATIC, SHALL BE INTERNALLY MOUNTED FOR MANUAL
i\►p(E: AU_ iNTo t W�1L OPERATION SELECTION IN THE "HAND" MODE. PROVISIONS
1 # 2 PUMP KdMNiN6'/ ot* t6NT, SHALL 14av6 Sr -AL oITFgTIrJ&0c­ SHALL BE MADE TO RUN THE PUMP AS THE OPERATOR SHALL
AAKM 641,F-Mm _ 1 Ji OAF iSK_p, izjwoi1J- is G-�N SELECT. A RED LIGHT AND HORN IS TO BE EXTERNALLY
WASTEWATER DRAIN FIELD CONSTRUCTION DATA �� �'� �tT�N �` � � it � MOUNTED ON THE CONTROL CABINET FOR "HIGH LEVEL" ALARM
�r LCO Q -(adt_ NATGH OK .�PPKo\/�p F�UQ L ¢ ENC1,Or�t1c� 1pE • tP••iA% Lac ��A INDICATOR. A PUSH SILENCE
TEST SWITCH SHALL BE PROVIDED FOR
LIGHT ALARM, AND A SILENCE SWITCH FOR'THE HORN SHALL BE
tzf, Wv.raa� S�pT. u2G11tj PROVIDED.
FIELD 1 LENGTH OF TRENCH PRESSURE HOLE NO. HOLES/ prw_A'e; cow-Kem -1�7P A CONTINUOUS READING, NON RESETTABLE, ELAPSED TIME
MANIFOLD LATERAL LATERAL BOTTOM HEAD SIZE SPACING Top >✓L� V = 31. ri 3" V�N7OP M N - Wt�G►z1 i3lecs. METER SHALL
20 AROWITH DCOVER FOR TSHALL BE ON AE PUMP. A ESEPARATETHER OOF
F12P L,&[>MK Kutj s, @ itir O.G. - -- COi�IDu'r Z CIRCUIT. POWER IS TO BE SUPPLIED BY A 60A PANEL NEMA
1 1-15 90' 31.25 2.0' 3 16" 18 5.0'
/ / (Or'T}oNAi r,,iN 5.1.6M) 4X ENCLOSURE, THE ,AJ�.ARH CIRCUIT SHALL BE A SEPARATE
�ToP �t�v.31,� BRANCH CIRCUIT WITHIN THE PANEL.
6" MIN. (TYP )
FIELD 2� - ALL MATERIALS AND INSTALLATIONS SHALL CONFORM TO THE
Qr tIfJ ' t ;t LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.
�.' ¢'-o" i.D. ii.N. Top _ _ TAN Ide i-F-1N ra�D TO i r
l 1-15 90' 33.25 2.0 3/16P° 18/5. 0' '1 _ H-ZO t3 ure Lo D 5. DISPOSAL NITRIFICATION FIELDS: SYSTEMS SHALL BE
CONSTRUCTED IN STRICT ACCORDANCE WITH THIS PLAN AND ALL
4-:r-- FLAN FOK ;' tj t APPLICABLE COUNTY AND STATE REQUIREMENTS. THE
Co�-tllpJt 4nom +oKIENTAiI0M .i` -' `'_, t Co' n ss:._ ,�a.-...;;:. n NITRIFICATION FIELD SHALL HAVE A MINIMUM OF 6 INCHES
' r .-grto 8 �� INFLUENj r7.3. �) AND A MAXIMUM OF 18 INCHES OF SOIL PLACED OVER THE TOP
a
4' TRENCH. THE FIELD SHALL BE GRADED AS SHOWN ON THE PLAN
4'. (NV 2i-Gi7 ,. INV. UQUID I
W' 6(AlOM-3S SELL LIB(' CH&I �1 or WLv ore �, I 2�.�� ' SO THAT NO WATER WILL POND ANYWHERE ON THE FIELD AND SO
arm'• wo-Cmasive Kgrxt&L, Urr OUTK4i�, ;.� 1 20 rrJv SHALLTHATWATBEDSEED D AND MULCHED AFTER WILL NOT BE DIRECTED NF NALTO EGRADING. FIELD
CLEANOUT INSTALLED FLUSH Ii 6Y APr?ovDL decTteic core D NOTE = 5! AL, ,aLL piPF/TAfJ1L ALLOW HEAVY EQUIPMENT ON THE FIELDS AS REQUIRED FOR
W/ CO �! C. cowpwLs SUap5tilDED ' 4 4i VAD r coi1�l�GTiONG +TAuk doi N s CLEARING, GRUBBING AND GRADING PROCESS. USE THE
"" SCHE80 i iI SCH. 40 LATERAL GWN� SMU 15��. i' q a00 GAL 1: a �4n T SMALLEST EQUIPMENT POSSIBLE TO ACCOMPLISH THE WORK.
2 4 SQUARE x 6 THICK 1 C tC C O N C. _ € (; kl/ calj ote ApPtZov�o
i t vSL #3 PUMP 2 ,etAkM OiJ 15TA`f KIGHT 1i camNi>✓t�GI�+L ` JIc SE4La T. 6. CONCRETE: ALL CONCRETE WORK SHALL REACH 3 000 PSI
PAD, FLUSH W/GROUND >� 2 PUMP 0 1 oN _AI
l�
N LINE C.O. COMBiNATI t`
Y 1/8 BEND
- ' 9 ' PUMP "1",N 1C._ STRENGTH OR GREATER. r
000
L�v�t- # i rumps oGF It3'' A 1tJGi raSE pump to STAY KI&H-r C0QTr A'cT0 _ is i��i iG1�
t V ZO Iri t2" DrSCfie1 To 4"P1r .; ; SEPTA T& N K- McASU ' ofr TAiJks 7. NEWLY INSTALLED LINES WILL NEED TO BE RINSED CLEAN WITH
21-5 � ��.ad: ' WATER PRIOR TO PLACING INTO OPERATION ONCE IN
:_ OPERATION THE SYSTEM IS DESIGNED TO WORK WITH A
-END 0 F LINE C .0. Cur�t7 r N KT - - - - -- - - I - - - - - - - 5i 1'IAtJ ltil:t �
_ _ PRESSURE HEAD OF 2 FEET.
9 0 " ELBOW 6 ++ „ 1, N iL` LA-( K/ MV WA445P s)oN8 (I%fP } t PE Ie Oie_i e0fATI0tj
t \/�i, �L TS 5N1�L �� � tx 8. THE CONTRACTOR SHALL USE THE LIGHTEST EQUIPMENT
I 1 NrK -rut: i tA1-u e, -ru AT t✓i ^,rr PoSr totJy 13p to s.
MANIFOLD END CLEANOUT
4 MANI FOLD cAN DF, AVdUgV_0 WrN T
°UT �telil(�
42 -a _ POSSIBLE FOR CONSTRUCTION OF THE DISPOSAL FIELDS TO
q it SCH . 40
4• X t�. x 11/2,� PUMP UOV, 10" WvIMrst l
UM oiW 1aa�d
MINIMIZE COMPACTION OF EXISTING SOILS
Ak 'i000 GLLON �TAY-
�jl�nntJc.�.
TEE SCH 80
FIGHT c7ePTIG TANK Ici 9, SURVEY INFORMATION IS FROM SURVEY BY SHERWIN CRIBB
A 2-- P4KT TG�NK
.
hUMP2 W1I , bp- iNsrALLOP oil sl.lp5
SURVEYING AND PROVIDED BY OWNER.
i?AII_ SYSTEM raK Gulick. D1sc0kI06cfl0rJ
10. ALL PIPING JOINTS AT EVERY TANK INLET AND OUTLET WILL
SEC 10N ALONG 4- 1_19-sSrA.TiOIJ 4- Sr_rTiG TAN K- REQUIRE WATERPROOFING BY COAL AND TAR MASTIC OR OTHER
APPROVED WATER SEALANT MATERIAL.
LATERAL CONNECTION TO MANIFOLD
11. ALL LOW PRESSURE LATERALS SHALL BE INSTALLED LEVEL.
FIELD IS DESIGNED TO OPERATE AT A HEAD OF 2 FEET.
START-UP OF THE SYSTEM SHALL BE OBSERVED BY THE
ENGINEER AND THE BRUNSWICK COUNTY HEALTH DEPARTMENT.
12. THE CONTRACTOR SHALL NOTIFY THE BRUNSWICK COUNTY HEALTH
DEPT. 48 HOURS IN ADVANCE OF BEGINNING WORK ON ANY
PORTION OF THE WASTEWATER COLLECTION AND DISPOSAL
SYSTEM.
6 " THREADED CAP
W/ PLUG. I NSTA.LL
FLUSH W/ G ROi1 N D
END OF TRENCH-- Ii1I1111 1111 = IiII I' MAX.
6" PIPE
Ir' LATERAL ii1 THREADED
CAP
I - 611 �- 90° ELBOW
LATERAL CLEANOUT DETAIL
2 Fi P-L Dr:,GH -7 1:� '-ra;&.L r- i ELL W I DSTH dote. r�1GNI✓s
-rr-P.NCN I I' -o "
" Coll i i) �� �Ir if �tt Zi
5-v 5-a
roll MIN. -ror6enq L
OK.&IN r-Ir'Lp 45ToN15, V'TQ I'lt" per•.• .
LaT~►ei WASHW CXUSHED &rAVt!U,.
SG H. 4o FlVG .
i X Co Meat E ?eD C'jYP.) NoL otcl riT-,a-noN (Tyr) ,e,g5w_M&1-s sips ry gw2
NeTt = (,I TrZNd4sS .' C> oT'H M Ham. I•I Lorr' S419 Ile, 3/160 " Q S' o, c .
EAGN FIGLP
N ��r12.► � i c,�T� o �I ri eLD cr-ass sEcrlo N
it PRINTED
DEC 1 1994
d-
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REppF�
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w
w

i [1-1 /2" NCDOT 1-2 ASPHALLT
ON 6' ABC STONE BASE
8' 20' 20' 8'
4% .w 2"" 27. ,,,,
A.
3 �1'-Cr MIN. 6' ABC r(MAX)
(MAX) GRADE TO DRAiN
SECTION A --A
TYPICAL. STREET CROSS --SECTION
N.T.S.
LOW ASPHALT CURB
DROP INLET
30' 8' CL. 51 DiP m 0.407
SECTION B--B
C
30'
28.00 29.0
BOTTOM OF 1 L 3 - BOTTOM OF
SPILLWAY SPILLWAY
"
299.0 299.0
28.0 --� -----
1 1
SECTION C--C
EMERGENCY SPILLWAY DETAIL
6„ W 6„
5'
30" F.E.S.
TOP 29.0' TOP 29.0' iNV=25.22
FLOOD POOL = 27.2' 35' 30' RCP 0 0.807
NORMAL POOL = 25.5'
25.0' 2.0" I.D. 3 20'x 20'x 20" ENERGY
I w 25.5' DISSIPATOR CLASS 8 NCDOT
EROSION CONTROL STONE
TOP OF BANK � 29.0' FLOOD POOL - 27.2'
30' VEGETATIVE FILTER
6„ NORMAL .POOL = 25.5'
22.0'�-�i-�•- BOTTOM OF POND = 20.5'
6 6"
OUTLET STRUCTURE DETAIL
v
EDIATE WIRES
a
b
i*) 0
0
3
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 3r IN WIDTH AND
SHALL HAVE A MiN. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MiN. OF
36' IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' iN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN 19 WiRE STAOLE
1 1 /2" LONG
TEMPORARY SILT FENCE
CURB
1 L.�
5
30' F.E.S.
INVERT - 25.22
20' x 20' x 20" ENERGY i
DISSIPATOR, CLASS B NCDOT
EROSION CONTROL STONE
VEGETATIVE
N.T.S.
NOTES:
1. SIDEWALK THICKNESS SHALL BE C UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1 /T EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SiTE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
eLtt.-saurnmc
PLAN
SIDEWALK JOINT D ETAI
INTS
PLAN
47 SIDEWALK
3000 PSI
CONCRETE CUT OR TOOLED
JOINTS 1 4" R
STEEL OR WOOD POST
e .117
WIRE FABRIC A7T. to
•A
FILTER FABRIC 114 (i i=11 I -I I (,f { I-1 i i-
6x6-10/10 W.W.M. OMPACTED
SUBGRADE
SECTION
ANCHOR FABRIC SKIRT CONCRETE SIDEWALK CONTROL JOINT
AS DIRECTED BY ENGINEER
UT OR TOOLED
)INT
'ENDiCULAR
W DIRECTION
1 /2' ASPHALTIC PREFORMED Jr R
EXPANSION JOINT-\
� -� s .• < 4i,
• a • f '•.. '1� '
_ _I 1 I . •a � �11" .- � 'Ira
� "-IIL,;,III1111�11` - _I1�• •, �4 • d � •
10
60-10/10 W.W.M.
COMPACTED rm
i II ; I i i i I I I I--
SVBGRADE
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
1'-6" x 1'-0' x .080 STD. ALUM.
HANDICAPPED PARKING SiGN
�/
TO READ 'RESERVED PARKING"
RESERVED WITH IDENTIFICATION SYMBOL o
BOLT TO WD. POST W/ 3/8' CANDIUM
PARKING PUTTED NUTS, BOLTS & WASHERS. F1
1'D 9' x I-(" x .080 STD ALUM. SIGN
TO READ 'VAN ACCESSIBLE". o
BOLT TO WD. POST WITH 3/8" CANDIUM�-
PLATED NUTS, BOLTS &WASHERS
Sr x 1'-(f x .080 STD ALUM. SiGN
If TO READ 'MAXIMUM PENALTY S 100,
BOLT TO WID. POST
WITH 3/I�'.'� CANDIUM PLATED
SYMML ON WX s cROU ND GRM NUTS, BOLTS do WASHERS. nNISHI
SACKt#tOtMJO - WHn ALUMINUM Cx C POST. GRADE
ar/lKmg r ��
MAXIMUM VAN I (- -! I I 1
PENALLY > ACCESSIBLE.
�� o®TI I i�l 11 1 f I!I ! f
i ft � I.Ir IN, I i I=14 I TI I I I=1 i t TI I I
LET AND BOR- � t" L. WO AHD BORR - WEN?I
T I f ITT I I i=1 I I-
i?!AiCP(GNt0U1� - wF,iTE eAcrccRouNo - 04MT 111 T1 i ITITI I I
TYPICAL HANDICAPPED SIGN DETAIL
ENERGY DISSIPATOR_
N.T.S.
1 /g' R TOOLED
JOINT -7
1 /2' EXPMSi0N
JOINT MATERIAL
EXPANSION JOINT (E.J.)
1 /4' x 1" DEEP w/AN
1 /Ir R TOOLED JOINT
a
•f
.d .: t
CONTRACTION JOINT (C.J.)
2
GRAVEL FILTER
L`U WIRE SCREEN--J `---CONC. BLOCK
GRAVEL FILTER
WIRE SCREEN FILTERED WATER
OVERFLOW + FILTERED WATER RUNOFF WATER O�-�,�
-�
RUNOFF WATER ®� w/SEDIMENT-= _
w/SEDIMENT
�
SEDIMENT 4
DROP INLET w/GRATE SEDIMENT
WIRE SCREEN CURB INLET
2x4 WD STUD
SPECIFIC APPLICATION SPECing APPLICATION
THiS METHOD OF INLET PROTECTION iS THiS METHOD OF INLET PROTECTION IS
APPLICABLE WHERE HEAVY FLOWS ARE APPUCA13LE AT CURB INLETS WHERE AN
EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO
CAPACITY iS NECESSARY TO PREVENT PREVENT EXCESSIVE PONDING IN FRONT
EXCESSIVE PONDiNG AROUND STRUCTURE OF STRUCTURE
EROSION CONTROL AROUND INLETS_
NTS
N , /Aw TVnr- t A fLi^r%AT'%
NOTE: PAVEMENT SEC11ON MAY VARY
DEPENDING UPON FIELD CONDiiIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNiCAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTiON
SEEDING MIXTURE
SPECIES 1 RATE Ob/I
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERVCEA.
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. BERUUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOiL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre
GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTiLIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
DESIRED, OMIT SERiCEA AND MOW AS OFTEN AS NEEDED.
GRASSING DETAIL
TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE
N.T.S.
SEE PLAN F
ORIENTATION
CONC. COLLAR
►1
SITE WORK NOTES:
i--
1.
THE CONTRACTOR SHALL VISIT THE SiTE TO BECOME FAMILIARIZED WITH
CO
FIELD CONSTRUCTION CONDITIONS.
2.
CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
WAYS WiTH PROPER AUTHORITIES AND SHALL MEETANY REQUIREMENTS AS
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3.
CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS,
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES,
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
L.d
4.
STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
z
O
V)
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL..
�
Y
5.
MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
CL
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
w
�y
ELEVATIONS WiTH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
U
6.
DISPOSAL- CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE
W
v)
z
REMOVED FROM SiTE.
0
O
Lo
7.
BORROW MATERIAL. THE CONTRACTOR SHALL. FURNISH BORROW MATERIAL.
�
1)
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
z
WITH BORROW OPERATIONS.
tY
<
8.
FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO
►`)
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
0)
WHEELED ROLLER TO COMPACT THE TOP a TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WiTH A CLEW,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
Lij
O
SM OR SC. FILL MATERIAL SHALL THEN BE PLACED iN , LAYERS NOT TO
EXCEED 15 AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM 0-698), WITH THE UPPER 12 INCHES OF
SUBGRADE BEING COMPACTED TO 98X OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL. FILL iS TO BE PLACED
THE UPPER 12 INCHES OF iN-PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
O
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
10
SHALL BE WETTED IN ACCORDANCE WiTH COMPACTION REQUIREMENTS. iF
THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
UNTIL OPTIMUM MOISTURE CONTENT iS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
9.
LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF.
EXISTING UTILITIES DURING CONSTRUCTION.
11.
EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
NORRIS-WARD do ASSOCIATES AND PROVIDED BY OWNER.
12.
THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSiTE.
13.
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
14.
ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS.
15.
WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17,
CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
18.
REW. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE IIi,
FACTORY MIXED. QUICK DRYING, NON -BLEEDING.
20.
NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
3 HORIZONTAL.
21.
ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE.
22.
ALL EROSION SHALL BE CONTROLLED INCLUDING SiDE SLOPES BEFORE THE
PROJECT iS COMPLETED.
23.
MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THiS PLAN ARE NOT EFFECTIVE.
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26. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
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TEMPORARY DIVERSION SWALE
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