SW8970224_Approved Plans_19970325

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NOTE: I r
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• 11 NO WETLANDS EXIST ON SITE \ a
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N.C. HWY 132
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a' <�T PP LOCATION MAP
1i
" 85.25 FT 7.34 FT
TO TOP OF BERM TO II" STORAGE
\ I 28 LF 6-INCH PVC DRAIN PIPE W
\ CAPPED END WITH 1-INCH PVC PIPE
Iiii . TOP OF BERM 12e j W/ 2'x 2'x 6" CONCRETE COLLAR
• EL 34 40 FT o ! \Y TO PROTECT ENDS
" INV IN = 32.75 \`�
_ 2.4o •
FT 1 INV OUT = 32.70
J,, r- - tr SEE DETAIL THIS SHEET
._-.9.4C._...,1:4&4. I (
41‘,„
7 , 4 I
..(1 6 VR•AL PO* �.. .\,18.60\
�.a� (FELLOWSHIP BAPTIST CHURCH)
irremasentrimma lik.
NOTE: 30 III
..•
6:1 SLOPE BEGINS AT I 30 31 29 28 1.__ .- i GRASSED SPILLWAY
EL = 33.00 FT AND ENDS NORMAL POOL I�� to
J1I32 EL = 33.60 FT
AT EL = 32.00 FT EL = 32.75 FT 1' 32 \ )
''� 111 &,
6 FT HIGH CHAIN r \ �_.�� ao I e'y
LINK FENCE 0 �`� ;; �i� / I PP EROSION CONTROL NOTES
I I �` ' a ,. r� ,-
FOREBAY �'"` ; ,: SEQUENCE OF CONSTRUCTION
r e
TOP OF BERM ^ PP 1, CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION AT ENTRANCE
'', EL - 34.40 FT
2. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING
, , ill
INVERT = 30.20 FT 4, �. A BOTTOM OF POND • (�n? ,", 3. PROVIDE INLET PROTECTION AT ALL DRAINAGE STRUCTURES UNTIL SITE IS PAVED
45 SF CLASS B I J4 • EL = 28.0 FT w'I' ,ti' 4. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT
RIP RAP + I SEDIMENT FROM LEAVING PROJECT LIMITS
• / 5. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY
STOCKPILES AND BACKSLOPES
FLARED END SECTION �° 6. CONSTRUCT MODIFIED VALLEY CURBS AND PAVEMENT
1" RUNOFF STORAGE w 12 FT ENTRANCE 5` 7. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING
EL = 33.60 IT I b N GATE �5'. SURFACES UP TO FINAL GRADES
•1 m 50.0 FT MINIMUM DISTANCE �„,'S' 8. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE-CONSTRUCTION CONDITIONS
Z FROM DRAIN FIELD r' ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
r q DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
____.-_ I 9. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY
1 <
+ 0 F
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY
I, THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT
I _ -_._....._ MANHOLE 10. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL
RIM EL=33.80, IE=30.60 BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT
IIy'V �y '
20' BUFFER II / -" SPECIFICATIONS
/ 1. EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
.0.• + J III r ACCORDANCE WITH THE PRACTICE STANDARDS AND SPECIFICATIONS
^5"^'' OF THE "EROSION SEDIMENT CONTROL PLANNING AND DESIGN
PAS„ b I. PUMPS DIFSFI �' I( MANUAL" REFERENCED BELOW. COPIES OF THESE PRACTICE
r + STANDARDS AND SPECIFICATIONS ARE ATTACHED TO THIS PLAN
.�,� 1 w AND SHALL BE CONSIDERED APART OF THIS PI AN.
- -_-_CUE p - (0 I 1 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT - 6.06
u-r+, �. ASPHALT CANOPY 10� I
Kr • i TEMPORARY SEEDING - 6.10
i PERMANENT SEEDING - TABLE 6.11Q
�_, ,i i OFFSITE DRAINAGE = 2 CFS TEMPORARY DIVERSIONS - 6.20
(LEASE PROPERTIES, INC.) ." , J FABRIC DROP INLET PROTECTION - 6.51
•/ In 0 ,'I I SEDIMENT FENCE (SILT FENCE) - 6.62
/ I I' to l I LINE 6
29 LF 18" RCP 2. CONTRACTOR SHALL INSTALL, MAINTAIN AND REMOVE, UPON COMPLETION.
IE=31.97 THE INLET PROTECTION MEASURE (6.51) AT EACH DRAINAGE STRUCTURE
I ,•k'. 1-51‘-'
III O CATCH BASIN . I y- -
T/G=34.70, IE=32.00
v v OF S/IALE IIIIIII II --- - -- - -- -
�� G �r i 1 I
CATCH BASIN
I� T/G=34.70, IE=32.00
GOGAS #)6 CONCRETE 1
2424 N. College Road
Wilmington, NC 28405 Y .7 iil
J
Y. i ii
. . C.O. PRIMARY ELECTRICAL SERVICE LINE
- III I ONE STORY I
Is- y BRICK BLDG.
' SALES BOOTH I \ ° I Q --I i
`' - --To (2) 3/4" WL'S 2'x 2' x 6" CONCRETE SLAB TOP OF BERM 34.40 FT
/ \ GRASSED SPILLAWY
" �EL = 33.60 FT
CAP J
v EL 33.6 - 1.0" STORAGE LEVEL 0 _ -__
I _ ! IN INV = 32.70
1" PVC PIPE
I I 1 I NORMAL WATER a EL 32.75 W/ 45' BEND -
« t , ,• \I •r , I SURFACE INV - 32.75
' m y. tS- 1 1. i ELEVATION 2'X2'X6"
,`-` + ._- x x COCRETE �- EXISTING DITCH
•
• M;II SLAB
'i METAL1?"1 1 I `yyI
f 6:1 SLOPE
BLDG. ' I I A ' I y 1
EXTEND PIPE APPROXIMATELY
, y II 9" BELOW SURFACE
EL 28.0
r� I GASOLINE ,i OUTLET PIPE DETAIL
1 - © ii lW CANOPY ,'
• - a a a a N.T.S.
0 0
J� 1®M� DONALD G. LASHLEY
Ii I
ii .
b°, CONCRETE II DISTURBED AREA
-- _ _ i . ,1� , ;I
59 LF - 18" RCP i .,
30r_:., 30 1 gQ [NI 12 LF - 18" RCP ASPHALTe - - :: (I LINE 2 / 1I ;,`1 CATCH BASIN
' u_-- 1 CATCH BASIN LINE 3 CATCH BASIN1 I T/G=34.80 T/G=35.10 I1 Scale 1" = 30 ft CATCH(BASINI IE=31.03 IE=31.21 I �I1 . , IIT G=35.00 IE 31.00I ` as �s 1I
.Th
/ `! b \, " 1D0.00' 483.5'
n' 149.50' $Tw ;; *Ti'n M Li'- 3fIR8AR� i
' no �J �� 8 N t6w0' w 64 LF - 18" RCP/ ii-
t?.^ III
O TEL MAM O EI a".
,oP tee+ i `•. �,,, , LINE 4 ''I t..
{ I ___ TDTu - -- - -- _
. ..
I ^' rI' I
' ii a I CONNECT WATER SERVICE LINES TO UTILITY COMPANY
t I �c
Il 25 LF 18I I RCP TE PORARY GRAVEL CONSTRUCTION ~ I9 i-t---
EN 'ANCE AND EXIT I STJRI\AVVATERCATCH BASIN
( I' IE=30.92 , I
1 1, a T/G=34.50 I I A�"'"i' �4PPRt3VED :
3 IE=32.20 PAKMDT i D
e;eF.aI,7RIPRAP APRON l
^` `"F 50 SF(5'X10') In } ?: �, NORTH CAROLINA ENV( Al.
La -,,..,,--,;-4-:., i '1.(''' I'''-( ----------- 1 ArR tc-ica
INV ,.�„ •
�, I, I T. ►:• 1'�.4 MANAQEIwlENT COMMISSION I a `:���} A _, L.1 ._�1 ' !f DIVISION OF WATER ISSIOilf - MAR D_ Iv _ 1997
Q ,
I Me -
1.
I. :.* ,� INV 3^r, FC w L .. = Z,.4 PROD �..N1
mom} 4 LF e. 1E 3 ;>
�;" 50 r 1 RCP _ _ \- ^ # JJ$ l IOZZ
t 22
I . :S: V. 1 f' w AINT Permit
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IE=32,1a ��> __
It ��
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�. _�.� -- N. C. HWY. #132 q!."° - SEAL _
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DAWSON ENGINEERING Project No.: 9527.00 K . E. A U S TI N CORP. Sheet Na.:
Date: 3/18/97PROPOSED POND LOCATION
Engineering Planning Surveying 3 301 BURNT MILL DRIVE _ Q
POST OFFICE BOX 42 Scale: 1"=30' CV
WILMINGTON, N.C. 28402 Designed By. LFA WILMINGTON, NC 728403 GOGAS MURRAYVILLE
(91o) 762-4200 (910) 762-4 = 00
Checked By. DED

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N.C. HWY 132 DISTURBED AREA I.
€oN
N 1 /�
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n N
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stoma ammo ammo ammo \i (\/ r7
SCALE: N.T.S. -
i.
LOCATION MAP I 1 -
ti.' :<4'-' _ I ,'"'i
4. ,..:
34:-
20' BUFFER
i ' GOGAS #16
II j 2424 N. College Road
ASPHALT 1. C-O `� 8 Wilmington, NC 28405
PArO10iT s 3* `5e\ .�
1 I. >s DIESEL 0 ,j t
i I;;a - PUMPS r
•
yE i• '
uDI; ASPHALT as CANOPY ' I.; c'' SILT FENCE
w ;. I
j, 3s� I ii
LEASE PROPERTIES, INC. p I
f cn �', i!i
r (n '
x (n `` i I
`1 v TOTAL DISTURBED AREA = 1.34 ACRES �{ 29 LF 18" RCP
IE=31.97
I "k; I.y
i - -
-1!1 C.O. l
•
EROSION CONTROL NOTES °y 90 3 �/
3S L.1
I : CATCH BASIN
SEQUENCE OF CONSTRUCTION '
I 1 1E731.89
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION AT ENTRANCE t
2. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING CONCRETE I
11
3. PROVIDE INLET PROTECTION AT ALL DRAINAGE STRUCTURES UNTIL SITE IS PAVED -i
4. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT i II'
y
SEDIMENT FROM LEAVING PROJECT UMITS
5. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY r. X,p. 1I
STOCKPILES AND BACKSLOPES
6. CONSTRUCT MODIFIED VALLEY CURBS AND PAVEMENT PRIMARY ELECTRICAL SERVICE LINE
7. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING C.O.
I SURFACES UP TO FINAL GRADES ( ^�� tte I a'
i S. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE-CONSTRUCTION CONDITIONS s...3.
jj ! 36
I ANY AREAS OUTSIDE THE PROJECT UMITS THAT MAY INADVERTENTLY BE �s .•% - I,
1 DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES SALES POOTH K-1 ONE STORY
9. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY FFE 36.00 I . I G 3 BRICK BLDG.
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY 1 •
THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT i (2) 3/4" WL'S ) 1,.
10. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL - ,� + iI
.I BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT
/ ? N
a � _ j
SPECIFICATIONS 0 x x ,9 I ? It
1. EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN 7� •y5° ..` ./' I r)t
ACCORDANCE WITH THE PRACTICE STANDARDS AND SPECIFICAT1ON8-- --- - s X Y' �� \ ++ DONALD G. LASHLEY
© / If,
OF THE 'EROSION SEDIMENT CONTROL PLANNING AND DESIGN / \ I,K,,
MANUAL" REFERENCED BELOW. COPIES OF THESE PRACTICE r-, I \. u
STANDARDS AND SPECIFICATIONS ARE ATTACHED TO THIS PLAN I K- I�
AND SHALL BE CONSIDERED APART OF THIS PLAN. METAL ,N ( I '� ri
BLDG.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT - 6.06' .3 I l 0 I 180 LF - 18" RCP
a TEMPORARY SEEDING - 6.10
PERMANENT SEEDING - TABLE 6.11Q ' �,
3 TEMPORARY DIVERSIONS - 6.20 Y I \s O $ GASOLINE g
a FABRIC DROP INLET PROTECTION - 6.51 /
I o D PUMPS D g
•.•, ■g
SEDIMENT FENCE (SILT FENCE) - 6.62 r : CANOPY it
i_
36.00 0 36.20 0 36.20 0 36.20 dt
2. CONTRACTOR SHALL INSTALL. MAINTAIN AND REMOVE. UPON COMPLETION, 110
Vy E )1.
THE INLET PROTECTION MEASURE (6.51) AT EACH DRAINAGE STRUCTURE 1. 4 �� o: I: �' c -
' ... ;
�if
a``' I. j 1
bi CONCRETE !.I-----DISTURBED AREA
If 1
I 30 0 30 1 90 I 12 LF - 18" RCP
I 59 LF - 18" RCP ASPHALT / P i'%File - . _ _ ... l 1 ? CATCH BASIN
}._ , ( CATCH BASIN CATCH BASIN 11.
r fE=31.39
T/G=34.80 h T/G=35.10 I ,
Scale 1" = 3� ft CATCH116ASIN 1.1 IE=31.03 IE=31.21 +° , �, w
T/G=35.00, IE 31.00 I Js as i i la"
'•e / 149 50 ,> �$i -
L 4y"� :GT. wfit.'.:: IMLIAAd�IG P,ALMA' � WWI,. NOW .aowess.I 6 It P' /1- 100.00. I ®46
a
1--- ------ -1 133
J 8 N 16'40' W .y I.
'' �" \S ry 64 LF - 18 kitty/ 9 >
OJT TE1.E YAMIgFI ,3� �G� 90 h i
I TOP 33.89 .,e, '� y. l'I {I XI .. I
NI I e e �-
I y , vi I CONNECT WATER SERVICE LINES TO UTILITY COMPANY
I 35� J.57 1
I TEMPORARY GRAVEL CONSTRUCTION s i 4'
{ 25 LF 18- RCP ENTRANCE AND EXIT 1 SILT FENCE'''
I II IE=30.9249 w CATCH BASIN I
I T/G=34.50 I ASPHALT I
I xa:r l �� IE=32.20 r PAYF]OIT
P::,k7dE7ff t-;
1 0 -- NV 3-.-., _ '}Lf 1~ae + -- IWV 52.24
I 1 ' 4 !NV 2`..77 --, .'� ! �� �A Y_.. ,IA y'3' j/
I ? RCP ' .L2sL -_-i--------__
I •
«A -- 4`.- S2G5 t _ $4 If 15 fit .:.00 - - _ ,_
3
yy r , 50 _ = - I ,,
N', 31.87 I �_ ___�_-3 ` ____.-_--- -'.';' _� estoa�F eAu><z.- i s,
4\ ',V - `"----- Y iItif j.I 2-LINE- 2"'.�----- L -NV 32.41 �- .__....x .
t4� v - �%,, _.I.E=3-2')40--� i ' - - -....-...----"-"--.- 3. - �E OF PAVFLfNT -..-..
P. `,� } r• - _-__-_-- -4'. ,ter-'-_'...--
._.. --ayr •,--' N. C. HWY. #132 „� .4-
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RECEIVE® _ A.
SEAL ': -
10357
MAY1 4 199 ?a s11•/ti
.9.y'••F_GI E-..e
NO. DATE DESCRIPTION BY ENGINEERING �',,, <' E.
` ��
DEPARTMENT i���1q E nn►t'���`,
REVISIONS
ProjeDate:ct 5 No8"j96 9527.00 K. E. AU STI N CORP. EROSION CONTROL PLAN Sheet No.:
DAWSON ENGINEERING /
Engineering Planning Surveying 3301 BURNT MILL DRIVE - Q
POST OFFICE BOX 42 Scale: 1"=30' WILMINGTON, NC 28403 Q
WILMINGTON, N.C. 28402 Designed B " DED
[phone] 9 (910) 762-4700 GOGAS MURRAYVILLE
Checked By: DED

I
t1 ......
lb
64'1 54Y)
AREA = 0.25 ACRES
on -.
x
------..,
I
N.C. HWY 132 DISTURBED AREA 1" PVC PIPE
I
'-I- I , ,
'
z
I ......., ..,.. ,...,____ ___„.... I I
el" ' eo-rrom OF POND
EL=MOO FT I--
U_
0
_ 0
I I < — - NORMAL POOL
SCALE: N.T.S. ,-
C....„„„,......,— _. ._ ________ _ =-. EL=32.00 FT.
I
LOCATION MAP I .
I .
. L
.,...
r - 9 BUFFER
I 1 20' ; '\,of".
II.
61 SLOPE
---......44.41r.,..,
ASPHALT t
PAVEMENT
... 'Pik
/ ,,o 3.1 SLOPE
..T. DIESEL '50 'f i 41.
4` TOP OF BERM EL=34 CIO FT.
1 11 PUMPS
el I,,
" '..I
.,.
_
ASPHALT .A —s- CO 1 110 FT
OPY
i Lu -et 56- ; ,
•490 0 i Ld
LEASE PROPERTIES, INC. /61t4: I lu 5, OFFSITE DRAINAGE = 2 CFS m
Lu
/ ,e; (1) ,.•-1 (r)
,,l,' I I 1 a
./ :lll c(n) Lu
ii I
., 1 LINE 6 r:
/ I I "I- TOTAL DISTURBED AREA = 1.34 ACRES g I 2 9 U: __.1 e RCP L,
1 d)
il Co ;;i
- I
. — --I
1
E3 . V
.,..7s,..
! 1 •of,•%' '''''-' , VALLEY OF SWALE 6401
1
1 11 ------__ CATCH BASIN
1 GOGAS #16 : 1, 1 lE=31.89
2. CONCRETE I
2424 N. College Road I ,i-
Wilmington, NC 28405
CO ,
PRIMARY ELECTRICAL SERVICE LINE
x
r .
li: 1:
1
, .
r &ALES BOOTH I \ /( K-I
/ l d
I IP ' ONE STORY
BRICK BLDG.
11 t;
ri 'IW (2) 3/4" WL'S ' kg
1
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3) " '‘, rA I ''
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s. \ I,,,-1 ,.
f"'" x, .<
0 ,./ • A'';')' ' ''''l 11'; ).' DONALD G. LASHLEY
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1' 1 iggt.114. I : 'I \'I'llil
, , , ,..;
; ;:!,,,
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' °11',... 1 GASOLINE
I \ I
PUMPS pi
it CANOPY lel .,.,
'' '1111'111;':
a a a
,, '----- a i lit
rowstioW. - _ IMMEMINIFINISINHNVININIIIIMINOmmeogpt-
_ . , ...t4 .•••=1 . ..............
I % / 111 1 '' 4'
[. ' ' . .*"7 4.3'
It
I ' I I 1
Z 1\ ..r,/, 1 ; 11 ::. i
CONCRETE
i Ili I--,------ DISTURBED AREA
f ( I
12 LF - 18" RCP / IIII
30 0 30 I 90 l, \
LINE 2 59 LF - 18" RCP ASPHALT „
CATCH BASIN
L , ,
; CATCH BASIN LINE 3 CATCH BASIN .- i
I 1' ,
Scale 1" = 30 ft CATCH i BASIN t T/G=34.80 T/G=35.1 0 i
1 I .1i, ..,0'
IE=31.03 "fr'
T/G=35.00, 1E-131.00 1
t
--- ff,..,,...-- ., 1-•11g; 4..Ns :V kieilili!:EV'''...?.Ert
1 [ cgz. 34 i..,- 8 N 1640. W 64 LF - 18 RCP/
OUT TELL.MANHOLEi '111 • '\?,.0 • ,,,v
t TOP 33.59 %e.`
594 LINE 4 x 1 - '''''..11hIGH 11
.6!.. '. 1-
-""" i 0' - :i ---- Im...... TELEPHONE - 1.," . '
[ -01 ____r__ _ _
II ,
'
,,I' , 1
I
b•' S......10 35.7 1'4 1:'‘f CONNECT WATER SERVICE LINES TO UTILITY COMPANY
Ii:
i LINE 1 ________ .-.- .:. I - 1 •.i'''
1 t 25 LF 18 'RCP
1 „t, --,`
.3'. TE PORARY GRAVEL CONSTRUCTION
ENTRANCE AND EXIT r-- ----,..
1i lE=c-30.92 . ,.§ CATCH BASIN I i I
t u_i
T/G=34.50 f ASPHALT I
1 zr- I RIPRAP APRON 4,, < lE=32.20 1
w '1 1 1 PAVEMENT
1 k 50 SF(5'X1 0') lo ;3:4;6-
sro il 3-57 I le
.,,
'1 i 1 r, 1-. I 4,. /... tHe 52.24
1 0
' 14 /
7.--..==..--- -----
1- f' / ___'5-0- -:7%,.-1.-;-' RCO. -, .;:, . ." ,,i-.-a,"'''''-g-T-f - "" "681...- ---------- 1E-=-; •
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, •'' — -..-===',-."'''' '" -"-- .:"- *".''.--- .--- .. N. C. HWY. #1 32 ----,------- 4.0^
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p T rit rr ff., r.T al ve rirlt 00111 I Ilifill,
PRIL
, %NG
lECEIVE -11 ‹'1,
DO Nil LSE fSACONITFicEJCTION
_, JUL 1 1 1996 :Ji RECORDATikb,—. 7421....C.. i
D E NI
PROJ # 0.eiyp____
stY..9:AN.421OR SALES
:3
NO. DATE DESCRIPTION BY e; _
if: E . v.A..
"Hilt"
REVISIONS
Project No.: 9527.00 Sheet No.:
DAWSON ENGINEERING K. E. AUSTIN CORP .
Date: 7/1/96 PROPOSED POND LOCATION
Engineering Planning Surveying
1a=30' 3301 BURNT MILL DRIVE
POST OFFICE BOX 42 Scale:
WILMINGTON, N.C. 28402 Designed By: DED WILMINGTON, NC 28403 C...9
[phone] (910) 762-4700 GOGAS MURRAYVILLE
Checked By: DED