SW6080402_APPROVED PLANS_20080602

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW
DOC TYPE ❑ CURRENT PERMIT
k�FAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE pg0(pQ�
YYYYMMDD

TRAM RU
VASS RD
SPRING LAKE
W M ANNES�ER RU
*SITE
Z \
70
00
Z-
0
NUN m LIN: *103 1 10
MANCH
ESTER TOWNSHIP
K,-NORTH CAROLINA
CUMBER
910-436-0241 .. C
C
JOE CROSSMAN
307 COVENTRY COURT
HOLIDAYBURG, PENNSYLVANIA
�Q COUNTY
1- DAI NAG E AREA
DSCAPING PI
C5 - SITE AND WATER C
C6 EROSION CONTRO
)ETAI LS
L'),,DETAILS
814-696-3759
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 48 HOURS PRIOR TO DIGGING IN ORDER TO LOCATE ALL EXISTING UTILITIES
<,<i� ntj e1eM;n uo15in1Q ON (08006 H e OV,^.N V9L)'salnj,ate„,u,Ats
aya ytim.oueildwuu N!uaO pue 'weds ►ue sueld
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jaUD15an walsAs Iaje Mwlcls awl 10W aunup: lain!
eulla.eO 4uoN yWlad lalenwluas al 4q pallnbal
"'Lu "DOp asaya 41 Jlueplcme UI uclpnlasuoO
S)"aa "00 )!W)v (;elr,,uuilotc panoaddv
MAI
Wetlands a St0 QU/�CI
409 Chicago Drive - `.wife 112
FayebL-ALLe. Nmih Carding 28306
Ph,, . (91o) 42&67/7
Fay: [phone]
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�ENGINEERWG �SURVEYIN4�4US�lAJSTRIKNLN LdYAt�
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027452
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REVISIONS
PROJECT NAME
WEST
MANCHESTER
INDUSTRIAL
PARK
TAX ID# 0502-03.9760
WEST MANCHESTER ROAD
MANCHESTER TOWNSHIP
TOWN OF SPRING LAKE
CUMBERLAND COUNTY
NORTH CAROLINA
CLIENT
JOE CROSSMAN
307 Coventry Court
Holidayburg, Pennsytvania 16648
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
GREG
DRAWN BY:
GREG
CHECKED BY:
SCOTT
PROJECT NUMBER:
348
DRAWING SCALE
SEE SHEETS
DATE RELEASED
MAY 21, 2008
SHEET NUMBER
c s

VASS RD
SPRING LAKE
ITE
VICINITY MAP
NOT TO SCALE
LEGEND:
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W -RIGHT OF WAY
PROPERTY LINE
— ADJACENT PROPERTY LINE
o
v
0
I A
I ➢<
I
'SRB
Li
c y l
N
m�
cc
I
c�
S
ERB
— — —TIE LINE
'
— — — — RIGHT—OF—WAY
m
`
— — WETLAND LINE
100 YEAR FLOOD LINE
1 f
— — USABLE LAND LINE
SOIL ROAD
R=6739.00' h T
w WATER LINE
CHOR5.7
D
CHORD -., T ;,��
ERe
OVERHEAD UILITY
N7520'38"E
sn STORM DRAINAGE LINE
5.71' T � fi
£
wT UNDERGROUND TELEPHONE
y, S
TREE LINE
R=6739.00 _-0
BENCHMARK
L=40.43' ..
PP
CHORD
• UTILITY
n
N7532'24'E
C GUY WIRE I I
40.43'
ASPHALT I I
1 £
1
1 :-•
SOILRCONOAD
R=6739.00
1
1 L=64.87' "-
WETLANDS
1 CHORD
1
N 75'59'15"E r
1
I
64.87' ,.
1
1
I
i
I
(
1
1
1
1
1 1
I
1 I p
1 0
1
1 1
I
I F m
1 m
1
1 f
rn
1
1 i o �Fa
1
1 > f h
n
1
1
-
AREA; (BY COORDINATE COMPUTATION)
339.097 SF (7.79 AC)
PIN NO: 0502-03-9760 1
fr
1
1 t
ZONING M(P) 1
1 t
100' FRONTcn
1 1 C t,
c
50' MINIMUM SIDE oc
50' REAR p
1 �cl 0➢
REFERENCES
Q7
I
z o o ,�,
DB 746. PG 248DB
I A a z l p D m fi
840, PC UD
i^
M rq
OB 989, PG 73
I-o
DS 1094, PG 597
c�vi v�mo�
IO c�
DB 1094, PG 601 0
o x =,1 o w 9 s
m�vDin
Urn>m'1 `''Zm� '
DB 7392, PG 884
1
PB 26, PG 62 �p
�Dol
zoml
PB120.PC11
PB 121, PG 137 '� z
"'1
1 t°
1 IR`
1 N�
I s
NOTES
I
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES t
UNLESS OTHERWISE NOTED.
1
2) COMBINED SCALE FACTOR: 0.99987028
f ,
LOCALIZATION POINT N: 524,351.276 E: 2,001,807.371
CONTROL SHOWN PER A MAP SURVEYED BY MICHEAL
TATE TITLED 'SURVEY FOR JOE CROSSMAN
AND JOHN CASTLE",
DATED DECMBER 12, 2007.
1
3) NO NCGS MONUMENT WITHIN 2000' OF SITE.
1
4) LINES NOT SURVEYED ARE SHOWN AS DASHED
LINESFROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5) NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
1
6) THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE 1
SEARCH AND IS BASED ON REFERENCED INFORMATION
I
SHOWN HERE ON. OTHER DOCUMENTS OF RECORD MAY I
EXIST WHICH COULD AFFECT THIS PROPERTY. NO
RESPONSIBILITY IS ASSUMED BY THIS SURVEYOR FOR
ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT
ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7) LOCATIONS OF ALL UNDERGROUND UTILITIES LUNG
WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON
THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD
NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT
SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH
MIGHT ARISE BY REASON OF ENCOUNTERING
UNRECORDED LINES OR OF LINES BEING IN DIFFERENT
LOCATIONS THAN INDICATED ON THIS SURVEY.
8) THIS PROPERTY DOES UE WITHIN A FLOOD ZONE
ACCORDING TO MAP / 3720050200 J OF THE FLOOD
INSURANCE RATE, DATED JANUARY 5, 2007.
9) THE PARENT SURVEY AND TOPO WERE PROVIDED BY:
MICHEAL TATE PROFESSIONAL LAND SURVEYOR
3521 GUNTON ROAD
FAYETTEVILLE, NORTH CAROLINA
PHONE: [phone]
FAX: [phone]
TIE LINE
R=6739.00'
L=281.68'
CHORD
S74'07'19"W
1
SRB N/F
R OUTPARCEL
/ \ THE UNITED STATES OF AMERICA
/ DB 1094, PG 597
/ \\ 0.14 AC.
TBM
N:467,337.083 SRB / \
E: 2,038,6a7.190 N D. R. ALLEN AND SON, INC." \
ELEW 165.50 DB 7636, PG 50 �\' ;
NAD 83/2001 ADJUSTMENT PB 120 PG 11
NAVD 88 0502-13-4990 / V ��� �a �. \
SRB
>` WOODED AREA
G
NOD Rp OF ApAER A SRB
— = '"
i
� ' �INV: 165.93� HEADWALL
CENTERLINE OF
UTILITY EASEMENT _
S22'46'58"E 22.70'
522
f
0
o
A Iv
i I
I 's
I I S
to I I�
0
c
I
I
I
I
II
SRB NT SET ABANDONED BORROW PIT
i Llh
THIS
CORNER COULD NOT BE SET SO
A PROJECTED POINT WAS SET.
i
VE6 voF
i
i
83
N/F
CALVIN MACK SMITH
AND WIFE, ELMA S. SMITH
DB 2328, PG 141
• TANK CREEK IS NOT VISIBLE
DUE TO BEAVER DAM FLOODING.
\ SRB
WETLANDS
� \
o\
i
CD
ELIZABETH C RE SF MARK 0. COOK
AND JOAN A. COOK
DB 7392, PG 884 \ ,\ / -
PB 121. PG 137 !.
0502-03-9760 '
7.79 AC. ('
'i THIS FEMA DIGITAL FLOOD MAP WAS PROVIDED BY ,
1, THE CUMBERLAND COUNTY ENGINEERS OFFICE.
9A
O
}z 1
�R N
Q }
r4 0
0
o
of
I rn
o
N 100
CID w i�
t 1p Of
' . .0
736.53' I� Z
NOB'17'24"W 794.31' (TOTAL) 37 38
' POINT ON
ET \ I
> > T N r
Sy Cp
j i L
N/F 1 \\\
ELIZABETH C. REES, MARK 0. COOK \
AND JOAN A. COOK
DB 7392, PG 884
PB 26. PG 62 \
0502-03-9760
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UN P'SCrClOI�R�11
THIS f tl'ei'AD1_- DfmVQi M
FOR REVIEW PURPOSES ONLY
GRAPHIC SCALE
40 m
( IN FEET )
1 inch = 40 tt.
4_09 Chicago Drive - ')uite 112
Pte (9� 4266777 2a3o6
Fm (910)4265777
4p �51TL
50LUTION5, INC
ALK,INEE wjG "¢V YEN,GOS (iNSluucTCN LeYatT A
REVISIONS
0 }
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LL OLL
PROJECT NAME
WEST
MANCHESTER
INDUSTRIAL
PARK
EXISTING
CONDITIONS
CLIENT
JOE CROSSMAN
307 Coventry Court
Holidayburg, Pennsylvania 16648
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
GREG
DRAWN BY:
GREG
CHECKED BY:
SCOTT
PROJECT NUMBER:
348
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE SURVEYED
MAY 21, 2008
SHEET NUMBER
C-1
_.
—
-
OF f

} oS
\
TRAM RD
VASS RD
y�.
BA
�/
7
T \
SPRING LAKE
ti
i
y.AN�
7� \
s \y
4SITE
'SRB
'
� N
o!
N MM
i I �
I m�
VICINITY MAP
y't
NOT TO SCALE
j
LEGEND:
I,
ERB O ERB-EXISTING RE13AR
saBO SRB-SET REBAR
'i ' ERB
o COMPUTED POINT
It
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
MBS - MINIMUM BUILDING SETBACK
HCR - HANDICAP RAMP
�.
PROPERTY LINE
4
- - ADJACENT PROPERTY LINE
j {
TIE LINE
I�
----RIGHT-OF-WAY
r\.-• 'I
- - WETLAND LINE
- - BOLDING SETBACK LINE
R=6739.00'
USABLE LAND LINE
L=5.71'
CHORD > v E ERB
- - - - 100 YEAR FLOOD LINE
N75'20'38"E
---- x-- WATER LINE
5.71'
- OVERHEAD UILITY
- - - STORM DRAINAGE LINE
R=6739.00
- - UNDERGROUND TELEPHONE
L=40.43'
TREE LINE
CHORD
N75-32'24'E
f
UTILITY POLE 1
t 40.43'
GUY WARE I
I 1
ASPHALT
CONCRETE
R=6739.00 , \
I
L-64.87' i
SOIL ROAD '
I CHORD
WETLANDS
N75'59'15"E
I
64.87',
I
�
5' SIDEWALKI
I � I
1
k I
iZl
I 1"jr
I
I
I
II i t
w�Q
11 s
I+
IY
I
6"X2" TS WITH
2" BALL VALVE
I
I I
5' SIDEWALK °
I I 1
w
,`
II
i i
IU a
II
I �K
I I I I1
1 i
I I
1 i
I I I
I 1
I 1 ll
1 (
TIE LINE
R=6739.00'
L=281.68'
rs`
CHORD
S74'07'19"W
\�
281.66
Y
pp
I
I
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4, HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS. SRO
5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE R
FACE OF SIDEWALK UNLESS OTHERWISE NOTED. / \
6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. / \
7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH / \
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW OR
WHITE ON ASPHALT PARKING LOT). / \
8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY SRB / \
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
BACKGROUND OR A WHITE SYMBOL ON A BLUE BACKGROUND. \
ALL HANDICAP PARKING STALLS REQUIRE THE INSTALLATION F \\
OF THE PROPER SIGNAGE. �\ '
9. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN SRB
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.4a!r /
11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
CUMBERLAND COUNTY, TOWN OF SPRING LAKE AND STATE
REGULATIONS.
WOODED AREA ��'�. A /..-
SRB_ -
i
i
i
/ _IKv: 165.93A HEADWALL
INV. 166.42
" - 159.84' v
I
CENTERLINE OF
UTILITY EASEMENT 3
S22'46'58"E 22.70'^E 183
52
f �
o
or - -- -
-----------
-------
tio > 1
25' R
\
ti
6 STREETSCAPE
.,
BUFFER
bUILDINCI' "A"
\
SRO
FFE 17130,
\
_{ 100' MBS
\ '
\
w
\ '\ HI
\
8'x10' SIGN y
v v \ v y
LO ATION
�^
LIGHT DUTY
'
`V \v. '•
PAVEMENT
v, v `.. ,.
\ A' 8 5 8- v\ V 12 SPACES ® 9' E
\
,o- AHEAVY DULY
PAVEMENT \ 85\8 v - \12 SPACES ®9'. E
V ' _ I . T
_- ucH>! Du�TY
W1
PAVEMENT �
I -_
I
I
' 5/8" METER
I N (TYP-) 1
o t 1
10
2" BLOW ! bUILDINic "C'
LIEF > I fFL- 17130'
I
, I
1 6' STREETSCAPE
BUFFER 1
i
20.40'
SRB �I ABANDONED BORROW PIT
r j POINT SET
i ON LINE
i I
1 I,
I THIS CORNER COULD NOT BE SET SO
A PROJECTED POINT WAS SET.
25' R
629.34'
JINNI AN111 ?
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE
AS-BUILTS DURING THE CONSTRUCTION OF THE WATER LINE.
ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON THE
AS -BUILT DRAWINGS. ALL VALVES AND CHANCE IN DIRECTION
OF THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF
TWO DISTANCES FROM A KNOWN OBJECT. THE CONTRACTOR
WILL PROVIDE THE AS -BUILT DRAWINGS TO THE OWNER TO BE
USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION
OF THE PROJECT.
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY
TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO
LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED,
AND WITH A SMOOTH INVERT AT THE JOINT.
6. MINIMUM SEPARATION BETWEEN SEWER (STORM OR
SANITARY) AND WATER LINES SHALL BE 10' HORIZONTAL OR
18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM VERTICAL
SEPARATION BETWEEN SANITARY SEWER AND STORM SEWER
SHALL BE 24" UNLESS NOTED OTHERWISE.
7. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE
TESTED IN ACCORDANCE WITH TOWN OF SPRING LAKE AND
NCDENR TECHNICAL SPECIFICATIONS.
B. ALL MATERIALS SHALL BE APPROVED BY TOWN OF SPRING
LAKE BEFORE INSTALLATION.
9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD
AND TOWN OF SPRING LAKE A MINIMUM OF 48 HOURS BEFORE
CONSTRUCTION OF THE WATER LINE BEGINS. THE CONTRACTOR
SHALL ALSO NOTIFY THE ENGINEER OF RECORD AND TOWN OF
SPRING LAKE 48 HOURS IN ADVANCE OF ALL TESTING.
10. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
SITE DATA
OWNER
JOE CROSSMAN
MAILING ADRESS
307 COVENTRY COURT
CITY, STATE
HOLIDAYBURG, PENNSYLVANIA
PIN NUMBER
0502-03-9760
TOWNSHIP
MANCHESTER
TOTAL SITE ACREAGE
7.79 ACRES
ACREAGE TO BE DEVELOPED
5.9 ACRES
ZONING
M(P)
EXISTING USE
UNDEVELOPED
GENERAL USE
INDUSTRIAL PARK
TOTAL NUMBER OF UNITS
4
DISTURBED/DENUDED AREA
230.355 SF 5.75 ACRES
IMPERVIOUS AREA:
BUILDING
48,000 SF 1.10
ACRES
PAVEMENT
45,209 SF 1.04
ACRES
TOTAL
93,076 SF 2.14
ACRES
SETBACKS REQUIRED:
FRONT
100 FT
SIDE
50 FT
REAR
50 FT
PARKING:
REQUIRED
13.5 SP/UNfT
= 54 SPACES
PROPOSED (INCLUDES HANDICAP
SPACES)
54 SPACES
HANDICAP
2
LOADING DOCK
12 SPACES
� J
TANK CREEK IS NOT VISIBLE I
DUE TO BEAVER DAM FLOODING.
SR80. SRB
rt\
-� STANDARD 24"
CURB AND GUTTERv
-'-'-'- - - - - -' 120-'- - - - --'-.-'-'-'-'- -'-'- -' "'`-'-'- -- --- -- - -- - - ---'- - -7
1 G
25' R (TYP) \� / uN
\ \ 10 SRB
\ Z
DUILDINl1 "6"
FF- 17130-v . s3
� O
N WETLANDS
v STANDARD 24" SPILL A
%\
CURB AND GUTTER
(TYP.) 0
LIGHT DUTY `��',
PAVEMENT
J /j
,
o\, \. \\ , \�\HEAVY DUTY `\ \y{{, / r . -
,
PAVEMENT '\ 25.5' R c0 \
v\,A I
v y A LIGHT DUTY
PAVEMENT THIS FEMA DIGITAL FLOOD MAP WAS PROVIDED BY +� _
THE CUMBERLAND COUNTY ENGINEERS OFFICE.` -
\,\ f3UILDINCI "D"
�� . /.
Q
f 17130 �Pm Z o ' .� ; w
J Z
O
IME
Z / Io
25' R
W
STANDARD 24" - ' - ' - ' - ' - - ' - ' - ' - ' - ' - ' - - - ' - ' - ' - ' - ' - - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - - ' - ' - ' - ' °''-
.\ CURB AND GUTTER 1 0
\ u, (TYP-) - - 1
\. ,' /\ w
\ �w
x
it
.0
37.38' - I
�\ N08'17'24"W 794.31' (TOTAL) , POINTSET
1 ON uNE ,
I � I
Fnl n, Isla.-7 klaauS
t7 % /A i� uu sin10 ON
9 2?iM_S' # uuuad
kf 8s06 HZpVONV4t)'saln.)alehvwots
\ a 41 41�% djUPjidwoo 4pao pus 'Scads pus sueld
' \ y4l 461N $nul�luo-o 4IUao ua,anJisuoo 6uunP loadsul
\ lac bls�p walsns ielemw'Ols a441e41 annbei salru
c•vlu,e,) +,lI,:;N Ilwiad jalen,wiols a41 Xq pannbei
\ s s4`a unooP asa41 411m aouep:000e w uogorulSuOO
\ sbuatitl� ;a011wTed 101emim.10IS Panoiddy
ea
ERB
GRAPHIC SCALE
20 ,0 80
(INS'►')
1 inch = 40 ft
Iw
409 GhieVa Drive-'�uike 112
Pho 910) 42"T7 28306
(rr. 7
\\\\
Fm (9io) 426-s777
4p 61TIL
6OL_UTIONINC
�ENC�INEERINC��SNRV�YINS�SF'h�CFLhTrtlYIt�IJI AYUI�
1
027452
,ImI W
REVISIONS
PROJECT NAME
WEST
MANCHESTER
INDUSTRIAL
PARK
SITE AND WATER
PLAN
CLIENT
JOE CROSSMAN
307 Coventry Cant
HolidaytxJrg, Pennsylvania 16648
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
GREG
DRAWN BY:
GREG
CHECKED BY:
SCOTT
PROJECT NUMBER:
348
DRAWING SCALE
HORIZONTAL: 1"l
DATE RELEASED
MAY 21, 2008
SHEET NUMBER
C-2
OF 6

T{2AM RD
VASS RD
SPRING LAKE
L
�
I
4
RD
MPNGNES�R
I
s
��
+ ISRO
SITE
' I
1
I
I\>
NOTH
VICINITY MAP
=
NOT TO SCALE
i'.
LEGEND:
ERR O ERB-EXISTING REBAR
sReO SRB-SET REBAR
o COMPUTED POINT
I ' ERB
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
I
ADJACENT PROPERTY LINE
'
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE AND TEMPORARY
SILT FENCE WHERE SPECIFIED.
3. CONSTRUCTION TEMPORARY SEDIMENT TRAPS AS SHOWN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS REMAIN GRASSED.
6. INSTALL WATER SERVICES SRB
7. PERFORM FINE GRADING. R
.INSTALL AND PREPARE BASE COURSE. / \
. PAVE ROADWAYS AND PARKING LOTS. / \
0. 7RTIUZE, SEED AND MULCH ALL REMAINING DISTURBED / \
AREAS.
11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO / \
TBiREMOVE ALL TEMPORARY MEASURES.
N:467,33 o69L EROSION CONTROL MEASURES SHALL BE MAINTAINED SRB / \
E: 2,038,697RIO&NED IN THE DETAILS WITHIN THE PLANS AND \
ELEV: 14NQ.WDING TO THE NCDENR EROSION CONTROL MANUAL. + 5 \
NAD 83/2001 ADJUSTMENT
NAVD 88
TIE LINE I ,r
---RIGHT-OF-WAY a ,
- - WETLAND LINE
1 rk
- LOC- LIMITS OF CONSTRUCTION
SF SILT FENCE LINE
100 YEAR FLOOD LINE
- -
USAI3LE LAND LINE
--- -- -
WATER LINE
1 -
- v ---
OVERHEAD UILITY
�, t
TREE LINE
p .�
4j� BENCHMARK
F,
0 UTILITY POLE
C° GUY WIRE
t
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CONCRETE
SOIL ROAD
I
-" WETLANDS
I
EROSION CONTROL NOTES
II x �, •`
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85 LF OF 18� RCP EllTO BE PLACED IN NEW
DITCH BEING EXCAVATED '-
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TEMPORARY CONSTRUCTION
1 a.
ENTRANCE
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1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
SEDIMENT SHALL BE REMOVED AND PROPERLY DISPOSED OF
ONCE IT HAS ACCUMULATED TO HALF OF THE DESIGN OF THE
TRAP. GRAVEL WILL BE CLEANED OR REPLACED WHEN IT NO
LONGER DRAINS PROPERLY.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
LAND DISTURBING ACTIVITIES. 910-433-3300
/ \ ,!' n' %.''' ``•+�' \ SRB
60 LF RIP RAP ARMED
' CHANNEL BOTTOM
/ DEPTH=18", EXTEND 6'
RIP RAP APRON UP THE SIDE OF BANKS
'GRASSED SWALE W=6",14";L=12";D=18" CLASS B, D5ci­8"
i 3:1 SIDE SLOPE // CLASS B, D50-8"
/ (TYPE)
- - �r=moo, -
SF S SF - SF SF - SF - SF,-=--7- SF
6uILP1NCI "A"
FFE 171.30'
1 I I 170.68
I170.80
=I LQC FIG
I I rar' 0 I
I buILPIN; "C'
I FFE:171.30'
I ! 1
1
I Ig FGI
70.
l
i ACC -_SF F
i \.
, 44- , _ .C_ SP
3.4 %
6u1L�INl1.3.r
i FFL- 171.30'
x10
1.1 % ) 170.26 1 1.1 %
G , sas
\1 PANT SET
I AP A N U'Np r �RRCt V ,i,
{
1 ON IJNE
,
#2Lai,,
MPORARY
S. 60'X30'X4'
FENCE
�`
"': WEIR: 6'
(TYPE)
y
.ZEE
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT
AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN
TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25)
FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS,
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR
OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY
PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY
STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS
THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND
SHALL BE COVERED IF LEFT MORE THAN 24 HOURS.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY
EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS
AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION
CONTROL DEVICES IMMEDIATELY.
B. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED
AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION
OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION
DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS.
USE SEEDING AND MULCHING, EROSION CONTROL MATTING,
AND/OR SODDING AND STAKING IN GREEN SPACE AREAS AND
OTHERWISE APPROPRIATE MEASURES. USE EARLY APPLICATION
OF GRAVEL BASE ON AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE FINAL
STABILIZATION AND PERMANENT VEGETATION HAS BEEN
ESTABLISHED, IT IS RECOMMENDED THAT NCDENR APPROVE
THE ACTION PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
ACTIVITIES.
Xi
0.5 %
fFL- 171.30'
[F- SF- -
GRADING NOTES
1. ALL CURB ELEVATIONS ARE TO THE TOP/BACK OF THE
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
CURB. UNLESS OTHERWISE SHOWN.
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND
a3 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS.
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH
THEY WALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION.
THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION
8. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE
DURING AND AFTER GRADING BY THE CONTRACTOR TO
ON NEIGHBORING ROADS.
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS
3. UNLESS OTHERWISE INDICATED ALL VEGETATIVE AND
DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
ENGINEER OF RECORD SHOULD BE NOTIFIED.
WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE
9. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
SILT FENCE.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
10. APPROVED COPIES OF THE GRADING AND EROSION
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND
CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE
ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE
WORK IS IN PROGRESS.
PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS
11. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
BEEN COMPLETED
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES,
12. ANY DEVIATION FROM THE APPROVED GRADING PLAN
WHETHER SHOWN OR NOT ON THE PLAN
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
6. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND
TO IMPLEMENTATION OF THE CHANGE.
PERPETUATED IN PLACE. ANY DISTURBED OR COVERED
13. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MONUMENTS SHALL BE RESET BY A PROFESSIONAL LAND
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
SURVEYOR. IF AN ON SITE MONUMENT MUST BE DESTROYED
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
THE LAND SURVEYOR OF RECORD MUST BE NOTIFIED A
MINIMUM OF 2 DAYS PRIOR
SUBSTITUTE. f `+
TO DESTROYING THE MONUMENT.
Ir
r
\ I
'+WATER
DENR - pU
`Wetlands 3 Slormwater Bvaan&
FOREBAY
PERMANENT WATER ELEV: 165.80'\ \ \ \
HIGH WATER ELEV: 166.51'
BOTTOM OF SHELF: 165.30'
TOP OF SHELF: 166.30'
POND INVERT: 157.80' '� '°I ses0' SRB
3:1 SIDESLOPES; SHELF 0 10:1 1 �.
- - - ELEVATION TO BE CONTROLLED /
ORIFICE RISER. INVERT OF ORIFICE
PIPE THROUGH,DAM SHALL BE 165.80'. 1
ERR
� I\
,
1615.5
165.5
ni
\
15' OVERFLOW RIP RAP
/ '��
WEIR TOP ELEV: 166.50'
rg f= O
\
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N'�`
c)T LOCH- LOC- LOC- 'OC- LOC- LAC
WZz
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rn
RIP RAP BAFFLE
DRAINAGE EASEMEfjT �,
` **WET POND SHALL FUNCTION AS TEMPORARY SEDIMENT BASIN #1 DURING
i
z ¢
TOP ELEV: 166.30'
\
Z"'
2:1 SIDESLOPES
THE CONSTRUCTION OF THE PROJECT. AFTER CONSTRUCTION IS COMPLETE
,
c�r, ! AND THE SITE IS STABILIZED, TSB #1 SHALL BE EXCAVATED TO THE
DESIGN DIMENSIONS AND CONVERTED TO THE PERMANENT WET POND.
APPROXIMATE DIMENSIONS OF TSB
#1: 262'x62'x3'
r
M�`
ME
GRASSED SWALE
3:1 SIDE SLOPE
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
PERFORMING WORK ON THIS PROJECT.
13. 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.
14. SEDIMENT WALL BE REMOVED FROM THE SEDIMENT TRAP
AND INLET PROTECTION DEVICES WHEN THE STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
WALL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY.
15. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT
FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE.
THE SEDIMENT FENCE HALL BE REPAIRED AS NEEDED TO
MAINTAIN A PROPER BARRIER.
16. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL
EROSION CONTROL MEASURES SHOWN AND ANY ADDITIONAL
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING THE
COURSE OF CONSTRUCTION.
,
.68
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170.69 o
130`'
/ ,
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SPOIL AREA
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"ALL ROOF DRAINS FROM THE BUILDINGS SHALL BE DIRECTED INTO
THE PERMANENT WET POND.
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- OC LOC- LOC- LOC , LOC-/SRB
,t
POINT T
1
LLIMITS
ON LINE
`1
OF CONSTRUCTION
5.9 AC
-
Approved StorrnLvatar Permit Documents
Construction ;n accordance with these
"
f
\
documents is
'eQU+ed by Ine stormwater permit. North Carolina
'u+ec
-
equre That the stcrmwater system desrgner
I •ons'ructton; cerllPy contormrty with the
\
\
plans OPT' P._c and certify compliance with the
stcrrrrWat " r 4e, (15A NCAC 2H G08 i ) �
_
V Pemr+t 4 -5k"-c z t na!e 6
NC Div s or of WaW_ O N
\ reel #__..._.___
Revision Gat=
17. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
\
SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE
THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR
DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S.
113A-57(3S FOR PERMANENT GROUND COVER
SUFFICIENT )TO RETAIN NEROSION MUST BE ACCOMPLISHED FOR GRAPHIC SCALE
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING w 0 20 40 1m 160
COMPLETION OF CONSTRUCTION DEVELOPMENT.
18. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
HEREIN.
19. THE CONTACT PERSON FOR EROSION CONTROL ISSUES IN FEET )
THAT ARISE ON SITE IS JOE GROSSMAN. CONTACT 1 inch = 40 ft
814-696-3759.
409 Chicago Drive - .Suite 112
Pho rie.(j10) 4266a77728306
\\�\
F. (9io) 4265777
LID SITE
6oLUT10 6,INC
�EN�INEE2ING�]Il¢VCYING��pS�CLl17(21y,TgJIAYGUT
EE
.VEAL
0274t a 2
Y
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REVISIONS
PROJECT NAME
WEST
MANCHESTER
INDUSTRIAL
PARK
GRADING AND
EROSION
CONTROL PLAN
CLIENT
JOE CROSSMAN
307 Coventry Court
Holidayburg, Pennsylvania 16648
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
GREG
DRAWN BY:
GREG
CHECKED BY:
SCOTT
PROJECT NUMBER:
348
DRAWING SCALE
HORIZONTAL: 1"=40'
DATE RELEASED
MAY 28, 2008
SHEET NUMBER
C-3
OF

RD
SPRING LAKE
ITE
VICINITY MAP
NOT TO SCALE
LEGEND:
ERB O ERB—EXISTING REBAR
SRBO SRB—SET REBAR
o COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERTY LINE
— ADJACENT PROPERTY LINE
— TIE LINE
— — — RIGHT—OF—WAY
— — WETLAND LINE
LIMITS OF CONSTRUCTION
SILT FENCE LINE
100 YEAR FLOOD LINE
— USABLE LAND LINE
- w -----WATER LINE
OVERHEAD UILITY
TREE LINE
J $ BENCHMARK
• UTILITY POLE
GUY WARE
�yzt.
1
i[
� x
'
11
SSRB
i�
[
[I
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ERB
i 4
�
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SRB
R
TBM / \
SRB
N: 467,337.083
\
E: 2,038,687.190 \ \
ELEV: 165.50
NAD 83/2001 ADJUSTMENT \ d
\ \
/
SRB r�
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C Wt� ', D_D ARE 4 f� L,- �iSRB
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157.5
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FFE 171.30'
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165.
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-
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'C
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3�
FFE 17130'
MILPING' "D"
FFE 17130'
e.9
\
\
\
~/` 1 SRB SRB
,
f• I ,I I t• I t• I t• I t• I !• I� i� I t• I� - �
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41K
PRAINA( E AREA
4o1 AcRE,5 (17476o �5f)
t ,
1 14
3 L_
POINTS ET 1 I
ON LINE I '.
1 IAppeoveu St-rmwalier Permit Documents
1001:struclion ❑ nccordance with these documents is
i \ reauueC CY the Stormwater permit. North Carolina
\ rules requite the[ the, slormwatP,r s'J51ein designer
\ aspect C,., , Onstrution certify conformity with the
1 \ Mans an D.;C- ; .end certify cornplj nce with the
stormwa,ej "P✓C tz;Ies
-...... -. \\ permit,,: C.Y. C.iL D"1p .f�Li:4''
V by _ P—.Vl NC Division of Wate7li.y
\ Sheef - G_ Revision ;Hate S w
GRAPHIC SCALE
40 0 20 40 eD
(IN FEET )
1 inch = 40 ft.
160
409 ait ga Drive- `June 112
rayettPv~.(90) 42667North 77 28306 \�\
F— [phone]
4.D �5ITL
bOLUTIONWHIC
[Nn[N[[¢iNG�sueVEYiN4�Gv>�CA15inu'-MN�nYan
v e.ne�
027452
D 7-T
#E111111145�
ZZ
REVISIONS
PROJECT NAME
WEST
MANCHESTER
INDUSTRIAL
PARK
DRAINAGE AREA
CLIENT
JOE CROSSMAN
307 Coventry Court
Holidayburg, Pennsylvania 16648
Phone: [phone]
Fax: [phone]
PROJECT
DESIGNED BY:
GREG
DRAWN BY:
GREG
CHECKED BY:
SCOTT
PROJECT NUMBER:
348
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
MAY 21, 2008
SHEET NUMBER
C-3a 1
OF
- Trn _17 , .:,

RD
SPRING LAKE
ITE
VICINITY MAP
NOT TO SCALE
LEGEND:
ERB O ERB—EXISTING REBAR
SRBO SRB—SET REBAR
o COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERTY LINE
— ADJACENT PROPERTY LINE
—TIE LINE
RIGHT—OF—WAY
— — WETLAND LINE
— _ 100 YEAR FLOOD LINE
— USABLE LAND LINE
STREETSCAPE LINE
- h' --- WATER LINE
— OVERHEAD UILITY
TREE LINE
$-BENCHMARK
a• UTILITY POLE
GUY WIRE
8 ASPHALT
y pO+: 7`
Cam'
Cjtro Arm 83
,
SRB
a \
SRB
TBM / \
N <'; N: 467,337.083 SRB
u' '\ E: 2,038,687.190
_ ELEV: 165.50 Q _ \
El NAD 83/2001 ADJUSTMENT
i NAVD 88
SRB
WOODED AREA
SOB
ERB / _-
' ERB TIE LINE / — —
s
' L=281.68'
CHORD , ��
S74'07'19"W / \
281.66'—10:165.93 / /HEADWALL
r ; �' / -
LINE
v
R=6739.00'r
L=5.71'
I r i HEADWALL INV: 166.42
CHORD 1 ERB ,2261 %�'� .- S0817'2eE 874.i
N75-20'38"E fi
5.71' ' ; 159.84' , / 629.34'
t
v s CENTERLINE OF
R=673900 1 ti ��"` r; UTILITY EASEMENT
L=40 43 s �'" I •I S22'46'58"E 22.70'
CHORD t
N75'32'24"E li )
-
ASPHALT ; 1
40.43
t
8
SOIL ROAD i I
1
1I
o,
WETLANDS I
R=6739.00'
a,
o
I
L=64.87'
'
I
CHORD
N75-59.15"E
I
64.87'
6' STREETSCAPE
O
BUFFER
ax
4 3:r
1 �'SRB
i
FFL- 17130'
IDUILPI
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BUFFER
F
//
(D
s„
I
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I
0'
FFE 171350'
El
-11
DuiLPIN(; "C' E5u1w1N(' "D"
FFL- 17130' f f L- I 250'
SRO ABANDONED BORROW PIT
n )
POINT SET
I
t 1
1 ON LINE
I
I I
THIS CORNER COULD NOT BE SET SO
r
A PROJECTED POINT WAS SET.
S
i
1
r3�
4" MULCH
TOP OF RC
1" ABOVE
CLEAN BAC
AND FINISH
2" MOUND
UNDISTURBI
SHRUB PLANTING DETAIL
794.31
1. REMOVE ALL TREATED OR PLASTIC COATED
BURLAP FROM PLANT BALL.
2. INSTALL TOP OF PLANT BALL UP TO
3"-4" ABOVE EXISTING GRADE.
3. SOAK PLANT BALL AND PR IMMEDIATELY
AFTER INSTALLATION.
4. REMOVE ALL STRING OR WIRE FROM
BASE OF TREE
5. KEEP MULCH 2" AWAY FROM TREE
TRUNK BASE.
BOTANICAL NAME
COMMON NAME
QTY.
ROOT
SIZE
HT.
REMARKS
QUERCUS PHELLOS
WILLOW OAK
2
B&B
2" CAL
SPECIMEN
LAGERSTROEMIA INDICA *POTOMAC"
CRAPE MYRTLE
24
B&B
g'
0
ILEX CORNUTA "BURFORDI"
BURFORD HOLLY
12
B&B
7 GAL.
NOTE: ANY OF THE ABOVE PLANTINGS MAY BE REPLACED PROVIDED THEY MEET THE REQUIREMENTS IN
TOWN OF SPRING LAKE ORDINANCE SEC. 156.088 AND IS APPROVED BY THE TOWN OF SPRING LAKE.
LANDSCAPING NOTES:
1. TREE PROTECTION FENCING SHALL BE 4' ORANGE POLYETHYLENE
ON STEEL POSTS WITH MAXIMUM SPACING 6' O.C.
2. HEIGHT AND SPREAD OF TREE SPECIMEN SHALL MEET REQUIREMENTS
OF THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD
FOR NURSERY STOCK.
�
I
\ d
a
u
TANK CREEK IS NOT VISIBLE
Jr �V
DUE TO BEAVER DAM FLOODING.
sRe
\
1 SRB
ERB
i
3
y
} — . — . — - — . — . — . — . — .
— . — . — . — . — .
/ P
\ PERMANENT WET
�\ DETENTION POND
3 SRB
`I
It
4,
IV
10' VEGETATED SHELF
TO BE LANDSCAPED PER
DETAIL ON SHEET C-6.
3" LAYER OF MULCH
4" SAUCER BERM TO
FINISHED GRADE RETAIN WATER.
+.w� ll=lf=nbREMOVE TOP
IL n n. II-Ir_
1/3 OF
n=lr Ir BURLAP FROM n o Ti u u u II �, �•
ALL
oonD FROM O I
nn=nnu -
4=7f if if Rif-7f if if if R
=n=fr=n=n=n=n=fr=fr=n-n=r
�. /���-nTTll�n�;i=;I=il°ii�n�ITTI'� � •• .
MINIMUM LIMIT OF MULCH
x t TOPSOIL REMOVED FROM HOLE
N
TREE PLANTING DETAIL
�• ALL SLOPES AND AREAS ADJACENT
TO THE WET POND SHALL BE SEEDED WITH BERMUDA GRASS FOR A PERMANENT l
GROUNDCOVER. \ d�
WETLANDS
r.
THIS FEMA DIGITAL FLOOD MAP WAS PROVIDED BY
THE CUMBERLAND COUNTY
ENGINEERS OFFICE.
- - 0
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1
i \ Approved 5tcrr-owater Permit Documents
onsuuc o i to accordance with these documents is
\ I
1
+egtired by the strrmwater permit. North Carolina
\
wles require .hat the stcrmwater system designer
\ Inspect du.,eng c onstructiw certify conformity with the
\ PlanS and auecs, and certify Compliance with the
\ $tOrmwater r ei_ (1 MA NCAC 2H _ X (j)) /
tc
NC Divisinr ofV��'/
Sheet #_-_---_____ Revision Date
GRAPHIC SCALE
20 .o SO
( IN FEET )
i inch = 40 tt
4o9 Chicago Drive - Ju e 112
Pho (ne.. 910) 426-6777 28+�NNFax (910) 426-57774D �ITLboL_UTIo,
�ENGiNEERING�3tIRJEYING�G➢S�UiT13TRLCfILN LAYO.fr
Htttl
CAi
027452
m
REVISIONS
PROJECT NAME
WEST
MANCHESTER
INDUSTRIAL
PARK
LANDSCAPING
PLAN
CLIENT
JOE CROSSMAN
307 Coventry Court
Holidaytwrg, Pennsylvania 16648
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
GREG
DRAWN BY:
GREG
CHECKED BY:
SCOTT
PROJECT NUMBER:
348
DRAWING SCALE
HORIZONTAL: 1"=40'
DATE RELEASED
MAY 21, 2008
SHEET NUMBER
C-4
OF 6

f
5
6" 18"
3"R
r,
-
e 3d00 PSI CONCRETE
a
IF 24"
DUMMY GROOVE JOINTS EVERY 10' 11l
EXPANSION JOINTS EVERY 30'
24" STANDARD CURB AND GUTTER
FINISH GRADE
/_ SF9.5A
COMPACTED
SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
LIGHT DUTY PAVEMENT
ISOMETRIC VIEW
P CURB
D s'-'
ow
0105 Owl
NTS
6" COMPACTED
ABC
0.01
0.04
NTS
SECTION B-B
s'O S-4' w-7
SOEWK CUB MR. CUB LOP OF
iwin 11 OIIOP TRJIBIIDN CIMB
gIIB
GRITTIER
VARIABLE SLOPES 10
10 12:
1 (8&Mq SECTION A -A
PLAN VIEW
NOTES:
1. HANDICAP RAMPS SMALL. BE PLACED AT ALL
HANDICAP PAEOG STALLS.
DDGONM RAMP
ALL. 25' BABI
2 1MMMIP RAMPS SHALL LE 061ALUD FOR
NEW V SIDENALK AMONG THE E1051N6 ROAD
QEA1 NTS
(MT PE LE FOR MEN CODNISH�YBN I
NEW GOMC=W
In
L ■ • 1
._►�
PITCH 5%
DUMMY GROOVE JOINTS EVERY 10'
EXPANSION JOINTS EVERY 30'
NTS
2 24" SPILL TYPE CURB AND GUTTER
FINISH 119.0E
GRADE
v vi vl
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
SF9.5A
COMPACTED `— ABCCOMPACTED
SUBGRADE
NTS
6
HEAVY DUTY
PAVEMENT
WATER
1. WI CONTRACTOR SLL REPAIR ALL WATER LATERALS, AND MAINS DAMAGED
5. TRANSFER OF WATER SERVICES SHALL BE ACCOMPUSHED AS FOLIOAS'
DLRINGOONSTRUCDON(NOSEPARATE PAYMENT). THECONTRACTORSHALL
REPORT IMMEDIATELY ALL WATER MAIN AND LATERAL BREAKS TO SPRING LAKE
A. INSTALL TEST AND STERILIZE NEWMAIN AND LATERALS. I.ATERALSSHALL
WATERCOMPANY USPATCHERANDTOTHE( ERSWPRESENTATNEANO
BE INSTALLED ADJACENT TO EXISTING SERVICE 18'INSIDE RAV.(EXISTING
SHALLINITIATE IMMEDIATEREPAIRSTOSPRINGLAKEWATERCOMPANY
SERVICE IS ACTIVE)
STANDARRS. CO NTRACTOR SHA1L NOT OPERATE SPRING LAKE WATER
COMPANY WATER MAIN VALVES WTHOUT SPRING LAKE WATER COMPANY
B. TRANSFER EXISTING METER TO NEW METER BOX AND TIE NEWWATER
APPROVALANDSHALLCOORDINATEALL VALVE CLOSINGSWTH THE SPRING
LATERAL TO EXISTING DOMESTIC SERVICE.BLOW-OFF SERVICE AT FICOE BIBB
LAKEVWTERCDMPANY- THE CONTRACTOR SHALLFAMIUARIZE HIMSELFWTH
ONHOME ONLY IFDUSTING MUM HAS NOLOCK VALVE ORISINOPERABLE -
WATER SYSTEM IN THE AREA SO AS TO LESSEN THE CHANCE OF SERVICE
WHEN MAIN IS HOT TO BE ABANDONED, CONTRACTOR SHALL UNCOVER OLD
INTERRUPTION
CORPORATION AT MAIN AND CLOSE CORPORATION TO ABANDON OD SERVICE.
(NO SEPARATE PAYMENT).
2 THE COW RACTOR SHALL NOT USE HOSE HOSE BI BBS OR ANY OTHER
METHOD OF BLOW OFF WHICH ALLOWS DOMESTIC WATER CONTAINING
G AFTER ALL SERVICES ARE TRANSFERRED TO THE FEWSYSTEM IN
SEDIMENTS OR HIGH LEVELS OF CHLORINE TO PASS THRU RESIDENTS
STREET OR VALVE TO VALVE, CUT OFF VALVE ON EXISTING SYSTEM AND
METERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES
ABANDON EXISTING MANS AS INDICATED IN THE DETAILS.
RESULTING FROM ALLOW9NG'DIRTY' WATER TO EWER RESIDENTS PLUMBING
SYSTEM, SUCH AS WATER HEATERS, STAINED CLOTHING CLOGGED SCREENS,
D. CONTRACTOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF
ETC.
UNSUITABLE EXISTING METER BOXES. SALVAGEABLE METER BOXES SHALL BE
DELNERED TO SPRING LAKE VWTER COMPANY WAREHOUSE O BELT
3. WHERE PLANS INDICATE EXISTINGWATER VALVE TOPMM AND INVERT, THE
BOULEVARD FAYETTEVILLE N.C.
INVERT IS THE ELEVATION OF THE TOP OF THE VALVE OPERATING NUfF
E COWFACTORSHALLCHANGEOVEROLDMETERTONEWSEWCO OR
4, WE TO THE QUESTIONABLE INTEGRITY OF THE EXISTING WATER SYSTEM AS
INSTALL NEW METER FURNISHED BY SPRING LAKE WATER COMPANY. SAME
RELATINGTONMW STRUCTON.CONTRACTORSHALLINSTALLNEWWATER
METER NUMBER SHALL BE INSTALLED ON SAME ADDRESS ANDOR CUSTOMER.
AND TRANSFER ALL SERVICES PRIOR TO BEGINNING SANITARY SEWER
CONSTRUCTION. THIS MAY BEACCOMPUSHEDSTREETBY STREETTOALLOW
SIMULTANEOUS WATER AND SEWER CONSTRUCTION. WATER SHALL BE
INSTALLED UTILIZINGA SPRING LAKE WATER COMPANY APPROVED CUT-SHEET
INDICATING WATER MAIN INSTALLATION DEPTH BELOW ENGINEER SUPPLIED
REFERENCE POWs
9 WATER UTILITY NOTES
NTS
3,000 °PSI. CONCRETE
3 CONCRETE FLUME
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARING SPACES
PROVIDED
MINIMUM NUMBER
OF ACCESSIBLE SPACES
SPACES REWIRED
MINIMUM NUMBER OF
ACCESSIBLE SPACES REWIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO SOO
9
2
501 TO 10DO
ZE OF TOTAL
/ IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
EACH 100 OVER 100D
1 IN EVERY 8
ACCESSIBLE SPACES
E AMERICANS WMI D6AELRIE$ ACT (ODA).
SEC3SEE 4.1.12 (5) (�) OF FOR TMMMACAL CARE FACILITIES
1. ALL 1Yx18' ACCESSIBLE SIGNS R7-8 8: U-1)
SERAIL BE MONIED AT 7 FEET FROM GRADE
10 BOTTOM EDGE OF SIGH FACE (MUTCD).
MOUNTING HEIGHT CAN BE REDUCED 10
5 FEET E PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE N WHICH
PEDESTRIANS ARE NDT EXPECTED TO USE.
2. REFER TO WHIIAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRNISPOREATION AND NORTH 61ROUt44
DEPARTMENT OF TRANSPORTATKHI SUPPLEMENT.
3.IF ACCESSIBLE FIGURE B A RAISED SDEVIALX AREA, THEN
RAIAPS ARE REWIRED AT LOADING ZONE AREA
4. ALL DIMENSIONS, PAVEMENT MARKINGS AND SO4AGE SHALL COMPLY
TATH CURRENT ADA REQUIREMENTS.
1/8-
�JDIM SEALER
I/2 __] I_ \ JDNT FLEA
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
SIDEWALK
GROOVE JOINT IN
NMI
1. PRONBE CWROL JOINTS AT DWANCE EOIDL TO WBIH OF
SBB■LK, PROMDE 1/2- EP. "Its WHIN PRE-MOIDED EJ
FLER AT MAIL 30' O.C.
2C DDRIEIE DOMPRESSME SHIEGIH SHALL BE 300D PR
NTS IN28 MS. NTS
1 F4 CONCRETE WALK
RESERVED RESERVED
PARKING PARKING MITrLb
97-0 R7-1
MUTCIr.1 PARKING
12'x16-
1 Yx18' DlsweLED MUTCD
R7-6
PASSENGER 12-%16-
LOADING
Dnl.r
VAN R7-8D 117-80
ACCESSIBLE 12'x8' REQUIRED ACCESSIBLE MAXIMIUM 12'x9'
RESERVED PARKING SIGN PENALTY
E 250
MAXIMIUM
PENALTY R7-ED
S 250 12.7
ACCESSIBLE ROUTE
0 ® C C C (SEE NOTE 3)
ti 8 8 8 5 8
VAN
ACCESSIBLE (MINIMUM DIMENSIONS)
SPACE
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
7
HANDICAP SIGNAGE AND
PAVEMENT MARKINGS
NOTESY. ALL MATERIALS TO BE APPROVED BY
FOR LESS THAN 20 SEVICES
SPRING LAKE WATER COMPANY
V BLOW OFF OR
METER
I` OR 1' METERS IN
ACCORDANCE W/ SPRING LAME
2. SR3MICE LATEtA1 SQE 1' IPS
POLYETHYLENE UNLESS OTHERMSE
�IRRIGATION
ISEE NOTE 5)
WATER COMPANY STANDARDS
SPECIFIED
W MIN
3. SERVCE LATERAL INGTALLATION SHALL BE
THRUST SHOCK
APPROVED W SPRING LPIE WATER COMPANY
A A
7��r
4, ALL FITTINGS AND MATERIALS FROM
2' LATERAL TO, AND INTO METER
BOXTERLREINNDI OMETER
SPRING LAKE WATER COMPANY
5. THE V0WOFF'SHALLBEA
THRUST BLOCK
STADARD1'TAPUPTOANDINCLUDW
2' RUGW 2' BLOW OFF
2'SOR2IPVCORY
90"ELBOC SCHEDBO GLUED
THE ANGLE BALL VALVE NO OTHER
IF LATERAL IS GREATER
SpR 9 HDPE
FITTING. CONTRACTOR
PITH REQUIRED OX SPACER,
THAN
SWILL USE PURPLE
T
TAILPIECE). THE METER 80X SHALL BE
TAILPIECE,
N BE IN
AND HEAVY DUTYGLI£
UTYGLUE
SET W/
ALAKE
ACCORDA EWATH
ACDO DANCE IT
SPRING LAKE WATER
YTTAPRNGSAOWE
N WATER
SPRING LAKE WATER COMPANY
6. SHOULD THERE BE MORE THAN 20
COMPANY REQUIREMENTS
WITH T BALL VALVE
WITH
THE 2' LATERAL SHALL BE
LOOPED (IE NO RUG) TO THE MAN. IN
SUCH INSTANCES, NO, BLOWOFF IS
REOUIRED
J
7- WATER MAN AND LATERAL SHALL PASS
WATER MAN
HYDROSTATIC, LEAKAGE AND
STERILIZATION TESTS (200 FS).
r DOMESTIC METER)
8_ METER LOCATIONS SHAD SEAS
APPROVED. SPRING LAKE WATER COMPANY
PREFERS THAT THE METERS BE LOCATED
1' FULL PORT ANGLE
1- FULLPORT ANGLE
MIN- OF 5 FEET FROM THE BUILDING.
BALL VALVE
BALL VALVE
9, METER BOXES SHALL BE LOCATED
ACCORDANCE NTH
ACCORDANCE WITH
OUTSIDE OF PAVEDAMEAS.
SPRING LA RATER
SPRING LAKE WATER
10. LATERAL SHALL NOT BE BACKFILLED
COMPANY REQUIREMENTS
COMPANY REQUIREMENTS
UNTIL INSPECTED BY SPRING lAl(E WATER
COMPANY PROJECT WORDNATOR.
11. IF LATERAL IS GREATER THAN?,
PROVIDE 2' ROW OFF IN LIEU OF V
NOTE I NSTALL TRAGNG WIRE ALONG P RPE
BLOWOFF-
AND TOMUM BOXES, IN ACCORDANCE WITH
12-BARB-IYPERITINGSARENOT
1' IPS POLYETHYLENE RPE
SPRING LAKE WATER COMPANY STANDARDS
ACCEPTABLE
2' BDR-21
13. SHOULD IT BE NECESSARY TO CRIMP THE
PVCPIPE
VEIRASS SADDLE
WATER SERVCE LATERAL, A FULLCIRCLE
REPAIR CLAMP SHALL BE RACED ON THE
BALL STOP IN
ACCORDANCE WITH
CRIMPED AREA
ACCORDANCE WITH
SPRING LAKE WATER
14. SHOULD THE LENGTH OF THE P LINE EXCEED
SPRING W E WATER
COMPANY REQUIREMENTS
150 FT, OR AS APPROVED BY SPRING LAKE
COMPANY REQUIREMENTS
SECTION A -A
WATER COMPANY, THE LINE SHALL BE LOOPED
NTS
10 WATER SERVICE DETAIL
409 Ghicayo Drive - 511ife 112
FaYa+�Aa) North Caraurla 283o6 \\�\
Phone: [phone]
F�. (9io) 426-5777
LSD 6IT�:
6oLUTION6,INc
�ENGINEERIN4�5NkVEYING��S�CGNSTRLILIYN LAYAfT
X.1tii`1IIIfill
CAN'srr
EAL
027452
fff/dllf3it1t1l�
REVISIONS
PROJECT NAME
WEST
NTS MANCHESTER
INDUSTRIAL
PARK
APProved Sty: TTnu ater Permit Document,;
Construction in aeeorianee with these documents is
; qu,re.d ly toe SMrITIWalef Permit. North Carolina
rules that thG slnrmwater system designer
IrlSpX'ci durDg aans!ructlon: certify conform4 w%h the
pans and Sp)L ertify COmp6nnc0 with the
St0FT`2ler rUleS r , * CAC 2H 1008(}))
PemnI #�s.�S�I}:>5,�i, G , c _fL 2'— ")aterC S
by I"_ r�,r 'IIv Aion or Water alijaltly
Sh4et Sf3sVI8I0h Data -;;A,;
1 �/
SITE AND WATER
DETAILS
CLIENT
JOE CROSSMAN
307 Coventry Court
Holidayburg, Pennsylvania 16648
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
GREG
DRAWN BY:
GREG
CHECKED BY:
SCOTT
PROJECT NUMBER:
348
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MAY 21, 2008
SHEET NUMBER
C-5
OF
No

I
w
1
Y
1
w
DRIVE STEEL POSTS 11F INFO THE GROUND
MAXMNSO.C,ANDEXCAVATEAeXT
ATTACH WARE FENCE TO POSTS AND EXTEND
THEBOTTOMOFTHEFENCE6'MOTHE
NOTES:
TRENCH UPHILLALONGTHE LNEOF
POSTS. MOD POSTS 4' DP MAY BE USED.
EXCAVATEDTRENCHMIDFURNEOWT
4-N THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF M INCHES N WIDTH AND
TOP B BOTTOM STRAND
SHALL HAVE A MINIMUM OF 6 WIRES WITH IY STAY SPACING.
MIN. 10 Ga. WWtE
2. FILTER FABRIC SHALL BEA MNMJMOFXrNVAUTHAND
/STEEL PoSTS
/
MN. 12-12W
SHALL BE FASTENED ADEQUATELY TO THE WIFE WITH IIBVARE
STAPLES)-1?LONG FABRIC THATDETERKJRATESTOSUCH
WEWREB
MIN. 12-1E GA.
EXTENTTHATTI'S ERTTWENESSISREWCEDSHA,"E
REPUICEDBYCCNTMCTORATCONTRACTORSE%DENSE.
3. STEEL POSTS SHALL BEA MN. OFS HEIGHTAND SHALL BE
4STAYWRES
THE SELF FASTENER ANGLE STEELTYPE.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
CONSTRUCTION SEQUENCE
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
SHALLB
THE DEVICE SHALL DE MADE MMEDWIELY
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE CONSTRUCTION
SEEDING SPECIFICATIONS
5_ REMOVEDEPOSREDSEDMENTALONGMAEFENCETO
PROVIDE ADEWATE STORAGE VOLUMEANOTO REWCE
CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE AND TEMPORARY SILT FENCE WHERE
SEEDING MIXTURES:
TEMPORARY SFEDINGMIULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
STEP!
STEPz
PRESSURE oN THE FENCEAS NEEDED.
S. TEMPORARY MFASIIRE SHALLNOT BE REMOVED BY THE
SPECIFIED.
SPECIES RATE (LBS/ACRE)
SEEDING AWXTURE:
SPECIES RATE(L.BJACRE)
MR
APPROVOVED EN THE
CONTRACTORIVE.THE ACTION WILL
REPRESENTATIVE. LH MAgNWLLBEAPPROVEDVMENTHE
ATTACHTHEFILTERFABRICTOTHEVAREFENCE
BACKFKL THE TRENCH AND COMPACTTIE SON
3. CONSTRUCTION TEMPORARY SEDIMENT TRAPS AS SHOWN.
EXTEND THE BOTTOM OF FABRIC fl'NTO THE
TRENCH AND NRNED OF T EF HE WINTO
ANCHOR
FIRMLY TO ANCHOR THE BOTTOMOFMESILT
FENCE TOHALLNOTFT ESILE.
CONTRIBUTING DRAINAGE AREA IS STABLE .
4. CLEAR AND GRUB THE SITE AS NEEDED.
TALL FESCUE BO
RYE (GRAIN) 12°
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
ANNUAL KOBE LESPEDEZA 50
GRASSED.
KOBE LESPEDEZA 10
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
PDSTSMAXXOC
6. INSTALL WATER SERVICES
SEEDING DATES:
W,REFENCE T,WW,RE-
7. PERFORM FINE GRADING.
SEEDING NOTES:
JANUARY1-MAY 1
A
FILTER FABRIC
8. INSTALL AND PREPARE BASE COURSE.
t. FROM SEPT .fro MAR.! USE UNSCARIFIED SERICEA SEED.
x WIRE STAPLES I -!?LONG
9. PAVE ROADWAYS AND PARKING LOTS.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB /ACRE
SOIL AMENDMENTS:
10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
3. WHERE A NEAT APPEARANCE IS DESIRED, OM IT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
BOTTOM OFWREFENCEAND
w EXCXFABRIC ENCHaTURNED
11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
NURSE PLANTS:
US /ACRE 10-10-10 FERTILIZER.
x DUT 4-ro TIE rRENcn
MEASURES.
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB /ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY I
MULCH:
^L - -ELWV
12. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
OR AFTER AUG_ 15, ADD 25 LB./ACRE RYE (GRAIN)
APPLY 4,000 LB/ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ORA MULCH ANCHORING TOOL
s
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
SEEDING DATES:
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
cP-•'-
)
- - STEELPOSTDRIVEH
24-MOGROUND
MANUAL.
BEST POSSIBLE
MAINTENANCE:
A
EARLYSPRING. FEE. 15-MAR. 20 FEB. 15-APR. 30
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
STEP 3
YANTENANCE
s EPs
SECTION AA
FALLSEPT 1 - SEPT. 30 SEPT. 1 -ACT. 31
EROSION OR OTHER DAMAGE.
t. INSPECT SEDIMENT FENCESAT LEASTONCEA
WEEKANDAFTER EACH RAINFALL. MAKE ANY FEW
IRED REPAIRS IMMEDIATELY
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,ODO - 5,000 LB/ACRE GROUND AGRICULTURAL
TEMPORARY SEEDINGIMULCHING SPECIFICATIONS (FOR SUMMER)
SEEDING MATURE:
2. SHOULD THE FABRIC OF A SEDIMENT
FENCE COITAPSE,TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE R PROMPTLY.
LIMESTONE (USE THE LOUVER RATE ON SANDY SOILS)AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
SPECIES RATE(LBJACRE)
S. REMOVESEDMFNTOEP Ss ASNECEs
RYTOPROVDEAMWATEs ORAGEv WMEFORTHENE
MNANDTOREDUCE
PRESSURE ON THE FENCE. TAKE CARE
TO AVOID UNDERMINING THE FENCE W RMCLEANWT.
MULCH:
GERMAN MILLET 40
4. NEMOVEALLFEICINGMATERWIS AND
UNSTABLESEDIMENT DEPOSITSAND BRNM GEAREATOGRADEANOSTABRUEAfTER
NTS
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHORSTRAWBY
THE CON UBUTNG DRAINAGE AREA HAS
BEEN PROPERLY STABIUZEDAND NCDENR APPROVES REMOVAL
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK WITH
A SMALL -STEMMED SUDANGRASS MAYBE SUBSTITUTED AT A RATE OF 50 LBJACRE.
1 CONSTRUCTION SEQUENCE
BLADES SET NEARLY STRAIGHT CAN BE USED ASAMULCH ANCHORING TOOL
SEEDING DATES:
5 SILT FENCE
MAINTENANCE:
IF GROWTH 15 LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TOTHE SOIL TESTS OR
MAY 1 - AUGUST 15
DESIGN CRITERIA
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE
SOIL AMENDMENTS:
SMINI NOTES
AGGREGATE SIZE -USE 2J INCH WASHED STONE
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 L8lACRE GROUND AGRICULTURAL
JLTURALMIMESTONE AND 750
LB ACRE 10-10-10 FERTILIZER.
1 g 1. USE FOR DRAINAGE AREAS NOT
J' t'THICK A157 FILTER STONE
DIMENSION OF GRAVEL PAD
ql _ EXCEEDING 5 (FIVE) ACRES
GRAVEL ENTRANCE SHALL BE 50 FEET
IN LENGTH AND I2 FEET IN WIDTH THICKNESS-61NCHE5 MINIMUM
WTH 2O FOOT RADIUS AT EXISTING WIDTH 12FT MINIMUMORFULLWnDTHATACCESS
ROAWVAY POINTS VEHICULAR ENTRANCE AND
SEEDING SPECIFICATIONS.-+r
SEEDING MIXTURE:
MULCH:
APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL
1 yricy ,g'=" ,
PAN' P 2EARTH BERM SHALL BE STABLJZEDVII
�, 3Rao CU. FT/ACRE 'T 1 ` 1r SEEDING ACCORDING TOSPECIFICATIONS
-j i� M1\ �i-- ?' -
1O
36-0'MIN 4'Q 1OV AREA, WMCFEVER IS GREATER
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
'1-,'-1 :S*
�
LENGTH- 50 FT, MINIMUM.
e�
SPECIES RATE
MAINTENANCE:
f,j ,y 3 FILTER STONE TO BEA DEPTH OF
L; 1} Ni4t'rka 1FOOTONTHEDAMSIDE
LOCATION- LOCATE CONSTRUCTION ENTRANCES Anil
{(, EXITS TO UMIT SEDIMENT FROM LEAVING THE SITE
COMMON BERMUDAGRASS 1-2LBO000FT
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
L: T-t TFt rF-L, 1 L a�r,ylt
.li't lfi ,1:' -r\\\--F
AND TO PROVIDE FOR MAXIMUM UTILITY BYALL
FILTER FABRIC 23 WASHEDSTONE AND ENTRANCEST CURVES CONSTRUCTIONVERICLIES IN )PUB IC ROADS, S
SEEDING DATES:
,1L�
FILTER FABRIC
CONTRACTOR SHALL INCESN NOT
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT ITIONAL GFOFI THE PLANS
ON
REQUIRED FOR STAGING ANDOR BORRQNAREASAND
COASTAL PLAIN: APR.-JULY
SOIL AMENDMENTS:
TEMPORARY SEEDINGMWLCHMG SPECIFICATIONS (FOR FALL)
SEEDING MIXTURE:
CROSS SECTION OVERFILL 6'FOR
SETTLEMENT
EMERGENCY
MAINTAINAT NOADDTIONN_ EXPENSE TOTHECAMNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN IL FINAL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LBIACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB./ACRE 10-10-10 FERTILIZER.
SPECIES RAiE(LBJACRE)
21 MIN 8'BELO
BELOW
SETTLED TOP
ACCEPTANCE.
RYE (GRAIN) 120
\OyF D
\\G MAINTENANCE
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
SEEDING DATES:
AUGUST 15 - DECEMBER 30
4 MIN 01 v• �
1Ar
r 19
-" f x x
0 1 f ¢w���
P THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
SOIL AMENDMENTS:
� _,„
/ r 21 SIDE SLOPE MAX
%,,, JA
*. MAINTAIN
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
,�, r€
FILTER FABRIC �' e.n N EXIST. GRADE
-.
j SQ• REQUIREPMIODICTOPD WINGWTH24WHSTOE.AFTEREACH
mIN. RAINFALL INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
• 1� k
MULCH ANDANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
1,000 LELIACRE 10-10-10 FERTILIZER.
''RR 'f//-
- > 3,
s. 3
! k CIEMNITODAS NETEIALS
MULCH:
� _
., t'1 SIDE SLOPE MAX
? Y
SILUEDIANSHED OR
PUBLIC ROABLE MATERIALS SPILLED, WLASHED OR TRACKED ONTO
PUBLIC RgACNAYS.
MAINTENANCE: OF
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT INSPECTION AND REPAIR MULCH FREQUENTLY
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN � USED AS A MULCH ANCHORING TOOL
3' MIN
� CLASS B RIP RAP
REFERTILIZE THE FOLLOWING APR. WITH 50 LB/ACRE NITROGEN.
MAINTENANCE:
MAINTENANCE STONESECTION
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 501B./ACRE OF NITROGEN IN MARCH, IF
DESIGN OF SPILLWAYS
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBlACRE KOBE LESPEDEZA
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMOVESmIMENT AND DRAINAGE AREA WEIR LENGTH
�S
IN LATE OR EARLY MARCH.
RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THESEDIMENT HAS ACCUMULATED TO ONE-HALF THE (ACRES) (FT)
DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREAMD
AGGREGATE prL
REPLACE THE 1
6"MIN. THICKNESS
CONTAMINATED PART OF GRAVEL FACING. 40
z 6.0
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OF PIPING. PERIODICALLYCHECKTHE DEPTH OF THE 3 8.0
12.0
2-3' COURSE
SPILLWAY TO ENSURE IT IS A MINIMUM OF I.5FT. BELOWTHE LOW POINT OFTHE EMBANKMENT.IMMEDIATELY 5 12 0
FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE ANY RIP RAP DISPLACED
FROM THE SPILLWAY MUST BE REPLACED IMMEXATELY. DIMENSIONS SHOWN ARE MINIMUM
NTSTHE
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM
TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING
NTS
2 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
3 PERMANENT SEEDING SPECIFICATIONS
4 TEMPORARY SEEDING SPECIFICATIONS
F6 TEMPORARY SEDIMENT TRAP
PVC VENT PIPE
* INLET
NOTES:
1.GRADETIEBASINSUCHTHATTHEBGTTCMISLEVEL
- _ MAINTENANCE
Y ^
SKIMMER IS TO BE USED TO DEWATER THE SEDIMENT BASIN
DRNEPOSTS24•MOTHEGROUND
nTTacnWIREFwCETOPOsrsM1DE%TFND
2.NSrALLMERAFFIE5AS5HONNONTHECAADNGPLW,
PIPE � ro ` - 1. INSPECT THE amET PROTECTION
MOIL -DEFINED CHANNEL ��
DURING CONSTRUCTION. SKIMMER IS TO BE REMOVED AFTER
MAXIMUM 6'OC_AND EXCAVATEA4'%4
TRENCHUPHILLALONGTHELNEOF
THE BOTTOM Of THE FQICEB'MOTHE
EXCAVATED TRENCH AND TURNEDOUT4IN
BAFFLES SHALL E%TENDTHE RILL Vr1DT10f MEBASN.
AFTER EACH RAINFALL BUT IN TA,
�,y}T v r. CASE LESS THAN ONCE PER WEEK
SITE IS STABLE SKIMMER SIZE SHALL BE 2.5 INCH.
POSTS.WDOD POST56'DIA MIIY REUSED.
THE TRENCH. SUPPoRT WIRE OR
10p NOTSPLICETHE FARRIC,USEACOMNUWSPIECE
ACCROSS THE Bl15N ORTMP.
A N `
A ANY STONES THAT THAT HAVE BEEN
y��1x
ROPE
STEEL POST
,.t.. DISLODGED SHOULD REPLACED
7? �' �'
STEEL POSTS
4. PoSTSFORTHEBAFFIESSHALLBE4'0C. EM1111 BONN �Q`1I
AND ANY EROSION AROUND THE
ND
Td` a1RET SHOULD BE REPAIRED.
Y
MAINTENANCE
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT N
NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
RAINFALL EVENT. MAKE ANY REPAIRS MAFIX>TELY.
BDTrtMi AN01016D WIN STAPLES
_
I(
$1yO
FLEXIBLE HOSE
2 REMOVE SEDIMENT DEPoSRS VMEN THEMFAWRE
REACHES HALF FULL. TAKE CARE TO AVOIDDMNGNGTHE
PLAN
BAFFLES MEN THE SEDIMENT IS REMOVED.
GRAVEL OR FABRIC
S. RYMEASURESHALLNOT BEREMOVEDBYTHE
CONTRACNTRAC TOR WTL IHIB ACTKNJ IS APPROVED BYAN
THEACTIOND WALL BE
NCDENR REPRESENTATIVETHE
APPROVED MEN THE caNTRMurrNCDRANAGEAREa Is INLET ZONE
L.
SCH 40F1YC "SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
STEP
SIEP2
STABLE. 351C � MA6� AREA
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
ATTACH THE RITE NETTING OR OTHER FABRIC
4, PIACEMENT OF BAFFLES:
MET ZONES% Of LENGTH FROM ENTRY FORA
_ T:c T'4' .. �-�."�" C'_
MAINTENANCE
BACKFILL THE TRENCH AND COMPACT THE SOIL
APPROVEDBYTHEENGNEERTOTHESTAYME
AND POSTS, EXTENDTHEDOTTOMOFTHE FABRIC
FIRMLY TO ANCHOR THE BOTTOMOFTHESILT
FENCE BURIED FABRIC SWILL NOT BE VISIBLE.
THE TOP OF THE FABRIC SHALLBE 6'HIGHER
FIRSTCELL-2S%OFIENGrHFROMNLETZONE fiASI DIAIMEIt
SECONDCELL-Z OFLENGTHFRCMFIRSTCELL 2iS OF 91RF/df AREA
It+71�f'_
-iL 11 -
<� ✓ "i D
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0S INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
8'INTO THE TRENCH AND TURNED OUT 4'MTHE
TRENCH OR USE e-EROSION coNrftoLAAATTNG
THAN THE WEIR.
OUTLET ZONE -15%OF LENGTH FROM SECOND CELL
SECOND PMYaR
SEDIMENT AND RESTORE BASIN TO ITS ORK,YNAI_ DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGHT OF THE 1ST BAFFLE PULL THE SKIMMER TO ONE SIDE
srAPLEs.
zsx OF SURFACE AREA
MAx 4•Dc.
SUCH THAT THE SEOIMDNT UNDERNEATH FT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE
/POSTS
OUTLET mNE
7 _--.:.. FILTER uYTR
-_ GRAVEL OR FARM.
BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE STAMMER.
TOP STAY WREOR ROPE in OF SURFA� AMA
A
JUTE NETTING OREWNIUM
SECTION A -A
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-MD40R THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEN.
IN TTOM OF FABRIC
A
IN EXCAVATED THE CH&
NOTES
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
TURNED our 4•IN,HE PERSPECTIVE VlEw
p TRENCH, OR PINNED MI
1. LA IS THE LENGTH OF THE RIPRAP 3. IN A WELL-DEFINED CHANNEL EXTEND
DISLODGE THE DEERS AND RESTORE FLOW. IF THIS TIDES NOT WORK, PULL THE SUMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK
i EROSION CONTROL MATTM;
APRON.(SFE EC PLAN) THE APRON THE REQUIRED 4' WIDTH
THE ORIFICE INSIDE THE SKIMMER TO SEE IF T IS CLOGGED: IF SO, REMOVE THE DEBRIS.
srAPLEs.
-am2.
=
OR LIP TO THE TOP OF THE CHANNEL
D - 1.5 TIMES THE MIVOMUM BANKS. WHICHEVER IS LESS.
STONE DIAMETER BUT HOT LESS
E THE SKIMMER ARM OR BARREL PEE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE DESTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING
THAN
THAN 6'. 4. A FILTER FABRIC OR BLANKET SHOULD BE
WWATER BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
A
_ STEEL POST DRIVEN
zr INTO GROUND
INSTALLED BETWEEN THE CRAP
AND SOL FOUNDATION.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MACE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
STEPS
STEP4
SECTION A -A
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MACE ALL NECESSARY REPAIRS.
NTS
NTS
NTS
7
POROUS BAFFLES
9 TYPICAL RIP RAP APRON
10 FAIRCLOTH SKIMMER
BELOW WATER SURFACE
4" PVC SCREW-IM
TYPE PLUG
2'
4" PVC MIN. 4" PVC TEE
Am
w
w R` # C7 C7
w= -EDGE OF NORMAL PO
0
a a
0
.` TEMPORARY POOL
AL AL AL
7i \ - -- - -- - - - - - -
UPLANDS WATER
ELEV 166.51 HIGH WATER SURFACE
(ABOVE SURFACE)
/ FINISHED PERMANENT POOL
-----
N ELEV 16580' NORMAL WATER SURFACE /�/i
-
SHALLOW WATER PLANTS SHALLOW LAND PLANTS
;GRADE
�
Approval StDr;nWBter Permit OocUrnsnlW
, v , ., /`
�/ �'��
COMMON NAME BOTANICAL NAME COMMON NAME BOTANICAL NAME
, � � , ��
;//� i/. i� i j
ConstrurR_-n in aCccrdance with these documents Is
/ \E� E.V 157.80 /v
`
•��''
ALOPERCURUS HOWELUI JOE PYE WEED EUPATORIUM FISTULOSUM
,
rPD .. ed by the sturmwater permit. North Carolina
ralei reTuve that the stormwater system designer
��V ' ` `/ "`
✓j i, '� ` `� �� �i \
PICKERELWEED PONTEDERIA CORDATA RED CHOKEBERRY ARONIA ARBUTIFOLIA
.A /
�/i "
^-s >r Idurff,g DnSmiction, Certify contcrmry with line
pto-13 tini pets and certify compliance with the
SHELF
> LIZARD TAIL SAURURUS CERNUUS ELDERBERRY SAMBUCUS CANADENSIS
z ,`. 1 '
4" PVC CAP WITH
storAaler rrfes. 115A NCAC 2H 1008Ili))
Perrot Y SWti Oi'GRrCX2 pate_ G s' t
NC Dry stun of at r ,Q itiy
{� BULLTONGUE SAGITTARIA LANCIFOLIA SILKY DOGWOOD CORNUS AMOMUM
2" DRILLED HOLE
thee:.,- Date 5 --i
__Revision
���•(• - '''
NOTES
BOTTOM OF WET POND SHALL BE LINED WITH AN IMPERMEABLE LINER TO PREVENT
THE NORMAL WATER POOL FROM INFILTRATING INTO THE GROUND.
1. PLANT SPACINGS SHALL BE A MAXIMUM OF 48 INCHES ON CENTER.
2, PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTING PROCESS.
yn>Fc
SHALLOW LAND PLANTS AND SHALLOW WATER PLANTS CANNOT BE MIXED TOGETHER.
3. SOIL SAMPLE SHOULD BE TAKEN PRIOR TO SAMPLING AND FERTILIZE
ZE AT RECOMMENDATION
CONCRETE SHALL BE 3,000 PSI MINIMUM
H(XiE
2. FOSHALL PLACED ON Sam cRouND. OVER EXCAVATIONFROM
SOILS ANALYSIS.
AND BACITILL MTH STONE MAY BE REQUIRED.
4. ALL INSTALLATIONS SHALL BE FROM A QUALIFIED PROFESSIONAL
3. ELEVATION OF PERMANENT POOL IS 16581r.
NTS
NTS
NTS
11 WET POND X-SECTION
12 VEGETATED SHELF PLANTING DETAIL
13 ORIFICE DETAIL
409 Chicago Drive - 'Jui(e 112
fayaH,e-AU� North Ph& 910) 42"777 28306
(Ale..
f7m, (91o) 126-5/77
4P,51TL
-50L_UTION6, iNc
�ENl,INEERING�3l1RVEYING� ,mJ�CDNSTRLiGTt�IJLAY0.TT
M
027452 _.
itiilklli'1
REVISIONS
PROJECT NAME
WEST
MANCHESTER
INDUSTRIAL
PARK
EROSION
CONTROL
DETAILS
CLIENT
JOE CROSSMAN
307 Coventry Court
Holidayburg, Pennsylvania 16648
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
GREG
DRAWN BY:
GREG
CHECKED BY:
SCOTT
PROJECT NUMBER:
348
DRAWING SCALE
NOT TO SCALE
\
DATE RELEASED
MAY 21, 2008
SHEET NUMBER
C-6
OF 6