HomeMy WebLinkAbout24-17 Site PlanCS0001
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CRMU1602
1"=
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RAM
SHEET OF1 7
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL
INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFROM.
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PREPARED FOR:
OWNER/DEVELOPER
CARMEUSE NATURAL CHEMICALS
1696 ORANDA ROAD
STRASBURG, VIRGINIA 22657
(540) 465-5161
CARMEUSE NATURAL CHEMICALS
BERM A EXTENSION
¬
SITE PLAN
¬
FREDERICK COUNTY, VIRGINIA
FEBRUARY 16, 2017
REVISED SUBMISSION DATE
LOCATION MAP
Scale: 1" = 2000'
CALL 1-800-552-7001
CALL BEFORE YOU DIG
ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA
SECTION 56-265.17 REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR
BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.
TICKET NUMBER(S):
PREPARED BY:
PENNONI ASSOCIATES INC.
117 East Piccadilly Street
Winchester, VA 22601
T 540.667.2139
F 540.665.0493
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APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR
TMP 83-A-109, 90-A-5
ZONED: RA, EM
PROPOSED USE: QUARRY
Sheet List Table
Sheet Number Sheet Title
1 COVER SHEET
2 NOTES AND LEGENDS
3 EXISTING CONDITIONS MAP
4 BERM GRADING & EROSION & SEDIMENT CONTROL
5 DRAINAGE PLAN
6 BERM LANDSCAPE PLAN
7 MISCELLANEOUS DETAILS
#24-17
SITE PLAN #24-17
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SITE PLAN #24-17
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CRMU1602
1"=
JDS
RAM
SHEET OF2 7
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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BERM A-TYPICAL SECTION
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THIS SITE IS LOCATED IN SOUTHEASTERN FREDERICK COUNTY, VIRGINIA NORTH OF CEDAR CREEK, WEST OF
ROUTE 11 AND SOUTH OF CHAPEL ROAD ADJACENT TO THE NORTHEASTERN END OF THE EXISTING CARMEUSE
QUARRY OPERATION. THE EXTENSION OF THE EXISTING BERM IS WHOLLY CONTAINED WITHIN THE EXISTING
CARMEUSE PROPERTY. THE LAND DISTURBANCE FOR THIS PROJECT IS 4.03 ACRES.
EXISTING SITE CONDITIONS
THE EXISTING SITE AREA IS LOCATED ON TWO SEPARATE PARCELS CONTAINING 539.45 AND 258.86 ACRES EACH.
A SMALL PORTION IS LOCATED ON THE 258.86 ACRE PARCEL AT THE END OF THE EXISTING BERM AND THE
MAJORITY IS LOCATED ON THE 539.45 ACRE PARCEL. THE SITE IS CURRENTLY VACANT WITH AREAS OF
VEGETATION AND FEW TREES. THE SITE GENERALLY DRAINS FROM EAST TO WEST. SLOPES TYPICALLY RANGE
FROM 5.0% TO 8% WITH ELEVATIONS RANGING FROM 680.0 TO 700.0
ADJACENT PROPERTY
THE IMMEDIATE SITE IS BOUNDED BY VACANT FARM LAND AND THE QUARRY OPERATION.
OFF-SITE AREAS
THERE ARE NO OFF-SITE AREAS ASSOCIATED WITH THE PROJECT.
SOILS
THE USDA SOIL SURVEY MAPS THE PREDOMINANT SOILS FOR THIS SITE ARE 6C CARBO-OAKLET SILT LOAMS
WITH 2 TO 15% SLOPES (HSG C) AND 32C OAKLET SILT LOAM WITH 7 TO 15% SLOPES (HSG C). THE SOILS HAVE
SLOW PERMEABILITY, MEDIUM TO MODERATELY RAPID RUNOFF, HIGH SHRINK-SWELL POTENTIAL AND SEVERE
EROSION HAZARD. SEE THE COVER SHEET FOR SOILS MAPPING.
CRITICAL AREAS
CRITICAL AREAS, IF ANY, ARE MARKED BY A STAR AND CONSIST OF 3:1 SLOPES OR GREATER. THESE SLOPES HAVE
THE POTENTIAL FOR GREATER EROSION AND SHALL BE IMMEDIATELY STABILIZED AFTER REACHING FINAL
GRADE.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
STRUCTURAL MEASURES
SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES SHOWN ON THE
PLANS INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING
ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
PHASE I:
NO CONSTRUCTION ENTRANCE IS REQUIRED AS ALL TRAFFIC SHALL BE COMPLETELY CONTAINED WITHIN THE
SITE.
SILT FENCE WITH WIRE SUPPORT (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF
FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE.
TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALLED TO DIVERT RUNOFF FROM UPSLOPE AREAS TO A
STABILIZED OUTLET SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN. DIVERSION DIKES SHALL BE LINED WITH
EC-2 FOR STABILIZATION.
INLET AND OUTLET PROTECTION (3.08 & 3.18) SHALL BE PLACED AT THE ENDS OF ALL PROPOSED CULVERTS
TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES
(3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
PHASE II:
ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED.
PERMANENT MATTING, TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON
ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS.
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7)
DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL
BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO
ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS.
TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH
AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE-COMPACTED,
IMMEDIATELY SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT
VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING.
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS
POSSIBLE.
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE
PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM.
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED.
ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF
GRADING. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE
EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT
STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS
CORRECTED.
DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED,
AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED.
CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN
ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE.
WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE
PROVIDED.
ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR
OTHERWISE TREATED TO REMOVE SEDIMENT.
UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN
ADDITION TO OTHER APPLICABLE CRITERIA:
a)NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
b)EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
c)EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED
SEDIMENT TRAPPING DEVICE, OR BOTH AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT
FLOWING STREAMS OR OFF-SITE PROPERTY.
d)MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE
EROSION AND PROMOTE STABILIZATION.
e)RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
f)APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE
MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE.
WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING
SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS
OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED
SOILS AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY
STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL
CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN
CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE
SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES
SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.(VESCH) ANY CHANGES MADE TO THIS PLAN MUST BE RESUBMITTED FOR
APPROVAL WITHOUT EXCEPTION.
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE
AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD.
ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL
BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE
FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF
BY SPREADING ON SITE.
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS
CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY.
THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE,
CONDITION AT ALL TIMES.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY
FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO.
3.32 OF THE VESCH. PERMANENT STABILIZATION IS DEFINED AS 90% UNIFORM COVERAGE ON THE ENTIRE SITE,
ABILITY TO INHIBIT EROSION AND MATURE ENOUGH TO SURVIVE, INCLUDING 2-3 INCH CUTTINGS.
PHASES OF LAND DISTURBANCE ACTIVITIES
1. MANDATORY PRE-CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AS REQUIRED BY REGULATIONS.
2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY.
3. INSTALLATION OF ALL PHASE I EROSION & SEDIMENT CONTROL DEVICES.
4. OBTAIN COUNTY INSPECTOR APPROVAL.
5. ROUGH GRADE SITE.
6. RESTORATION AND STABILIZATION OF DISTURBED AREAS.
7. REMOVE ALL EROSION & SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR.
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39C
32C
5C
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32B
GENSTAR STONE PRODUCTS COMPANY
DB 628 PG 721
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CRMU1602
1"=
JDS
RAM
SHEET OF3 7
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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EXISTING BERM A
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RAILROAD TRACKS
EXISTING FACILITY
AND CONVEYORS
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ALL SOILS INFORMATION PROVIDED WAS OBTAINED FROM THE NATURAL
RESOURCES CONSERVATION SERVICE (NRCS) WEB SOIL SURVEY 2.0,
FREDERICK COUNTY, VIRGINIA.
SITE PLAN #24-17
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2+39 24" RC
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E
INV. O
U
T
=
6
8
6
.
1
5
24" R
C
P
P
I
P
E
INV. I
N
=
6
9
0
.
1
6
24" RC
P
P
I
P
E
INV. O
U
T
=
6
8
2
.
0
7
24" R
C
P
P
I
P
E
INV. I
N
=
6
8
4
.
6
0
6
(
LOD
OP
LOD
CIP
CIP
DD
DD
CD
SF
SF
BERM A PROFILE EXTENSION
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
680
685
690
695
700
705
710
715
720
680
690
700
710
720
37+00
68
6
.
4
68
6
.
0
38+00
68
6
.
4
68
6
.
0
70
0
.
2
4
39+00
68
5
.
3
70
0
.
8
1
68
4
.
6
70
1
.
3
8
40+00
68
4
.
8
70
1
.
9
6
68
5
.
0
70
2
.
5
3
41+00
68
4
.
6
70
3
.
1
0
68
4
.
3
70
3
.
6
7
42+00
68
5
.
7
70
4
.
2
4
68
8
.
0
70
4
.
8
1
43+00
68
9
.
9
70
5
.
3
9
69
0
.
8
70
5
.
8
1
44+00
69
1
.
1
70
6
.
0
7
69
1
.
1
70
6
.
3
3
45+00
69
1
.
6
70
6
.
5
8
69
0
.
8
70
6
.
4
1
46+00
68
9
.
5
70
6
.
2
3
68
8
.
5
70
6
.
0
6
47+00
68
9
.
0
70
5
.
8
8
69
0
.
2
70
5
.
9
0
48+00
69
0
.
7
70
7
.
0
7
69
1
.
7
70
8
.
2
3
49+00
69
3
.
3
70
9
.
4
0
69
4
.
9
71
0
.
5
7
50+00
69
5
.
9
71
1
.
7
4
69
6
.
5
71
2
.
9
1
51+00
69
7
.
7
69
8
.
3
52+00
69
7
.
4
FINISHED GRADE ALONG
BERM A EXTENSION
EXISTING GRADE ALONG
BERM A
1.14%
0.51%-0.36%
2.34%
3
:
1
G
R
A
D
E
ST
A
3
8
+
2
8
.
9
9
EL
E
V
7
0
0
.
0
0
ST
A
4
3
+
2
6
.
7
6
EL
E
V
7
0
5
.
6
9
ST
A
4
5
+
0
0
.
9
6
EL
E
V
7
0
6
.
5
9
ST
A
4
7
+
4
2
.
5
8
EL
E
V
7
0
5
.
7
2
STA 50+50
ELEV 712.91
ST
A
5
0
+
9
5
.
9
2
EL
E
V
6
9
7
.
6
3
EXISTING GRADE
STA:46+46.64
STORM PIPE #2
AT BERM CENTERLINE
STA:41+10.47
STORM PIPE #1
AT BERM CENTERLINE
CS1501
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
CA
R
M
E
U
S
E
N
A
T
U
R
A
L
C
H
E
M
I
C
A
L
S
BE
R
M
A
E
X
T
E
N
S
I
O
N
MC
C
U
N
E
R
O
A
D
MI
D
D
L
E
T
O
W
N
,
V
I
R
G
I
N
I
A
16
9
6
O
R
A
N
D
A
R
O
A
D
ST
R
A
S
B
U
R
G
,
V
I
R
G
I
N
I
A
2
2
6
5
7
CA
R
M
E
U
S
E
N
A
T
U
R
A
L
C
H
E
M
I
C
A
L
S
BE
R
M
G
R
A
D
I
N
G
&
E
R
O
S
I
O
N
&
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
CRMU1602
1"=
JDS
RAM
SHEET OF4 7
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 50'100'
NOR
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
BERM A-TYPICAL SECTION
EXISTING RAILROAD TRACKS
TIE NEW BERM EXTENSION
INTO EXISTING BERM
PLAN VIEW AT 1"=60'
PROPOSED BERM A
EXTENSION
PROVIDE POSITIVE DRAINAGE @
MINIMUM 2% SLOPE TO PROPOSED
CULVERT.
OUTLET PROTECTION
STANDARD EC-1 TYPE A
D=6"
L=15 FT.
W=17 FT.
OUTLET PROTECTION
STANDARD EC-1 TYPE A
D=6"
L=15 FT.
W=17 FT.
BOTH SIDES OF BERM A
EXTENSION SIDESLOPES
TO BE COVERED WITH EC-2
SITE PLAN #24-17
RE
V
I
S
E
D
P
E
R
P
L
A
N
N
I
N
G
C
O
M
M
E
N
T
S
6-
2
3
-
1
7
1
JD
S
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
43+00
44+00
45+00
46+00
47+00
48+00
49+00
50+00
51+00 52+00 53+00 54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
63+00
64+00
0+00
1+00
2+00
2+13
0+00
1+00
2+00
2+39 24" RC
P
P
I
P
E
INV. O
U
T
=
6
8
6
.
1
5
24" RC
P
P
I
P
E
INV. IN
=
6
9
0
.
1
6
24" RC
P
P
I
P
E
INV. O
U
T
=
6
8
2
.
0
7
24" RC
P
P
I
P
E
INV. IN
=
6
8
4
.
6
0
6
:
6
(
LOD
LOD
CS9001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
CA
R
M
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U
S
E
N
A
T
U
R
A
L
C
H
E
M
I
C
A
L
S
BE
R
M
A
E
X
T
E
N
S
I
O
N
MC
C
U
N
E
R
O
A
D
MI
D
D
L
E
T
O
W
N
,
V
I
R
G
I
N
I
A
16
9
6
O
R
A
N
D
A
R
O
A
D
ST
R
A
S
B
U
R
G
,
V
I
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G
I
N
I
A
2
2
6
5
7
CA
R
M
E
U
S
E
N
A
T
U
R
A
L
C
H
E
M
I
C
A
L
S
SI
T
E
D
R
A
I
N
A
G
E
P
L
A
N
CRMU1602
1"=
JDS
RAM
SHEET OF5 7
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 100'200'
NOR
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
EXISTING RAILROAD TRACKS
TIE NEW BERM EXTENSION
INTO EXISTING BERM
PROPOSED BERM A
EXTENSION
SITE PLAN #24-17
RE
V
I
S
E
D
P
E
R
P
L
A
N
N
I
N
G
C
O
M
M
E
N
T
S
6-
2
3
-
1
7
1
JD
S
35+00
36+00
37+00
38+00
39+00
40+00 41+00 42+00
43+00
44+00
45+00
46+00
47+00
48+00
49+00
50+00
51+00 52+00 53+00
0+00
1+00
2+00
2+13
0+00
1+00
2+00
2+39 24" RC
P
P
I
P
E
INV. O
U
T
=
6
8
6
.
1
5
24" RC
P
P
I
P
E
INV. I
N
=
6
9
0
.
1
6
24" R
C
P
P
I
P
E
INV. O
U
T
=
6
8
2
.
0
7
24" RC
P
P
I
P
E
INV. I
N
=
6
8
4
.
6
0
6
(
CS6002
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
CA
R
M
E
U
S
E
N
A
T
U
R
A
L
C
H
E
M
I
C
A
L
S
BE
R
M
A
E
X
T
E
N
S
I
O
N
MC
C
U
N
E
R
O
A
D
MI
D
D
L
E
T
O
W
N
,
V
I
R
G
I
N
I
A
16
9
6
O
R
A
N
D
A
R
O
A
D
ST
R
A
S
B
U
R
G
,
V
I
R
G
I
N
I
A
2
2
6
5
7
CA
R
M
E
U
S
E
N
A
T
U
R
A
L
C
H
E
M
I
C
A
L
S
BE
R
M
L
A
N
D
S
C
A
P
E
P
L
A
N
CRMU1602
1"=
JDS
RAM
SHEET OF6 7
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 60'120'
NO
R
T
H
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
EXISTING RAILROAD TRACKS
TIE NEW BERM EXTENSION
INTO EXISTING BERM
PLAN VIEW AT 1"=60'
SITE PLAN #24-17
RE
V
I
S
E
D
P
E
R
P
L
A
N
N
I
N
G
C
O
M
M
E
N
T
S
6-
2
3
-
1
7
1
JD
S
DRAINAGE PIPE 1 PROFILE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
675
680
685
690
695
700
705
710
675
680
690
700
710
-0+25 0+00
69
2
.
0
69
2
.
0
0
69
0
.
1
69
0
.
1
3
1+00
68
8
.
9
68
8
.
9
0
68
7
.
0
68
7
.
0
0
2+00
68
5
.
2
68
5
.
1
8
DRAINAGE PIPE 2 PROFILE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
675
680
685
690
695
700
705
710
675
680
690
700
710
-0+25 0+00
68
8
.
7
68
8
.
6
6
68
7
.
1
68
7
.
1
1
1+00
68
5
.
6
68
5
.
5
6
68
4
.
2
68
4
.
1
5
2+00
68
2
.
4
68
2
.
4
3
2+25
68
2
.
0
68
1
.
9
6
120
L
F
2
4
"
R
C
P
@
3
.
3
5
%
3:
1
2
:
1
BERM A
EXTENSION
BERM A
EXTENSION
127 LF
2
4
"
R
C
P
@
2
.
0
0
%
3:1
2
:
1
INV. OUT=682.07
INV. IN= 684.60
INV. OUT=686.15
INV. IN= 690.16
STA:0+66.21
ELEV:684.60
TOP OF BERM A
EXTENSION
STA:1+92.88
ELEV:682.07
STA:1+68.62
ELEV:686.15
STA:0+49.09
ELEV:690.16
-6
.
9
3
%
TOP OF BERM A
EXTENSION
CS6001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
CA
R
M
E
U
S
E
N
A
T
U
R
A
L
C
H
E
M
I
C
A
L
S
BE
R
M
A
E
X
T
E
N
S
I
O
N
MC
C
U
N
E
R
O
A
D
MI
D
D
L
E
T
O
W
N
,
V
I
R
G
I
N
I
A
16
9
6
O
R
A
N
D
A
R
O
A
D
ST
R
A
S
B
U
R
G
,
V
I
R
G
I
N
I
A
2
2
6
5
7
CA
R
M
E
U
S
E
N
A
T
U
R
A
L
C
H
E
M
I
C
A
L
S
CRMU1602
1"=
JDS
RAM
SHEET OF7 7
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
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D
O
F
A
N
Y
DI
S
C
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P
A
N
C
I
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S
B
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F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
MI
S
C
E
L
L
A
N
E
O
U
S
D
E
T
A
I
L
S
P
T
M
NOM
AEW
L
O C
G
FOH
R
I
V
A
I
N
I
R
O
F
F
SSIONA L E N G I N
E
EE
R
Compacted Soil
SOURCE: VA. DSWC
4.5' min.
18" min.
Flow
PLATE 3.09-1
PLATE. 3.08-1
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER
KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETERSECTION A-A
PLAN VIEW
SECTION A-A
BASKET, OR CONCRETE.
USING PLATES 3.18-3 AND 3.18-4.
LESS THAN 6 INCHES.
Source: Va. DSWC
d o
A
FILTER CLOTH
FILTER CLOTH
L a
PLAN VIEW
A
od
o3d
0 %
Plate 3.18-1
PIPE OUTLET TO WELL
0 %
d
DEFINED CHANNEL
A (MIN.)o3d
AREA WITH NO DEFINED
A
CHANNEL
PIPE OUTLET TO FLAT
L a
d
STORM PIPE PROFILES
2 ACRES OR LESS OF DRAINAGE AREA:
2-10 ACRES OF DRAINAGE AREA:
(DOWNSTREAM VIEW)
(DOWNSTREAM VIEW)
FILTER CLOTH
(OPTIONAL)
COARSE AGGREGATE
VDOT #1
SOURCE: VA. DSWC
FLOW
6"
FILTER CLOTH
(OPTIONAL)
COARSE AGGREGATE
VDOT #1
FLOW
6"
PLATE. 3.20-1
CLASS I RIPRAP
2:
1
3'
3'
2:
1 3'
3'
SITE PLAN #24-17
RE
V
I
S
E
D
P
E
R
P
L
A
N
N
I
N
G
C
O
M
M
E
N
T
S
6-
2
3
-
1
7
1
JD
S