HomeMy WebLinkAbout06-23 Site PlanEX. SAN MH
RIM=1038.23
8" PVC INV.=1032.08
INV.24"
CMP=1037.65
G 1043.90
G 1043.57
G 1039.41
G 1037.94
G 1034.38
G 1034.27
G 1034.26
G 1034.87
G 1034.72
G 1034.21
G 1032.74
G 1031.87
G 1029.01
G 1030.74
G 1030.87
G 1027.10
G 1029.32
G 1029.32
G 1029.17
G 1027.22
G 1027.16
G 1027.82
G 1027.71
G 1026.81
G 1028.83
G 1029.69
G 1030.96G 1031.03
G 1031.70
G 1032.73
G 1034.09
G 1035.83
G 1035.42
G 1034.22
G 1033.04
G 1030.90
G 1030.38
G 1029.88
G 1028.98
G 1032.25
G 1032.26
G 1032.49
G 1034.35
G 1034.92
G 1034.14
G 1033.03
G 1033.31
G 1034.19
G 1036.67
G 1038.64
G 1037.71G 1037.57
G 1036.07
G 1035.52
G 1035.30G 1035.27G 1035.19G 1035.10
G 1032.27
G 1031.88
G 1032.70
G 1033.57
G 1035.59
EX. TWO-STORY
9,300 SF BLDG.
EX. 200' SETBACK
EX. 200' SETBACK
EX. SWIMMING
POOL
SS EX. EDGE OF
GRAVEL (TBR)
G 1050.38 G 1050.12
G 1049.60 G 1049.43
G 1037.36
EX. EDGE OF
GRAVEL (TBR)
1048
1046
1044
1042
1038
1048104610441042104010361034
1034
1032
103410321032
1030
1034
1038EX. TREELINE
EX. TREELINE
EX. TREELINE
EX. EDGE OF GRAVEL
(TO REMAIN)
EX. EDGE OF
GRAVEL (TO
REMAIN)
EX. CONC.
EX. GRAVEL
(TO REMAIN)
EX. GRAVEL
(TO REMAIN)
EX. ASPHALT
(TO REMAIN)
EX. PARKING
SPACES (TYP.)
EX. EDGE OF
ASPHALT (TO
REMAIN)
EX. EDGE OF GRAVEL
(TO REMAIN)
EX. GRAVEL
(TO REMAIN)
EX. EDGE OF GRAVEL
(TO REMAIN)
EX. ASPHALT
(TO REMAIN)
EX. EDGE OF
ASPHALT (TO
REMAIN)
EX. EDGE OF
GRAVEL (TBR)
1030102810261024102210201018
101610141012
1010
1008
1006
10401042S
S
S
S
S
S
S
APP
R
O
X
.
L
O
C
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E
X
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8
"
P
V
C
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A
N
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X
XXX
X X X X X
X
X X
X X X X X X X X X X X X X X X X X X X X
X X X X X
X
XXXX
C/O
FM SS
ADVENTURE LOOP
(PROPOSED STREET)
PROP.
32'X16 CABIN
FFE=1039.50
PROP.
32'X16 CABIN
FFE=1039.50
PROP.
32'X16 CABIN
FFE=1039.50
PROP.
32'X16 CABIN
FFE=1039.50
PROP.
32'X16 CABIN
FFE=1039.50 16.0'16.0'16.0'16.0'16.0'32.0'32.0'32.0'32.0'32.0'10.0'10.0'10.0'
1
8
.
0
'11.0'5.0'G 1037.50
TW 1040.00
BW 1038.00 TW 1040.00
BW 1040.00TW 1040.00
BW/HP 1039.00
TW 1040.00
BW 1038.00
1042
1044
1046
TW 1040.00
BW 1038.00
TW 1040.00
BW 1038.00
1048
1046
1044
1042
G 1037.75 G 1037.75 G 1037.75
%33.0%33.0%33.0VANW W W W W W W W W W W W W W W W
SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSL
SLG 1037.50
G 1037.50
G 1037.50G 1037.50
C/OC/O
C/O
C/O C/O C/O
UTILITY
ROOM
PROP.
32'X16 CABIN
FFE=1041.50 16.0
'
32.0'
ADA WWWWWWW10.0'
G 1037.75
W W W W W W W W W W W W W W1036PROP. 5' STRIPED
ADA UNLOADING AREA
PROP. (4)
5" RISERS
PROP. ASPHALT
ADA PARKING
SPACE (2% MAX.)
PROP. ADA
PARKING SIGN
PROP. 2'
RETAINING WALL
PROP. 2'
RETAINING WALL
PROP. EDGE
OF GRAVELPROP. (4)
5" RISERS
PROP. (4)
5" RISERS
PROP. (4)
5" RISERS
PROP. (4)
5" RISERS
PROP. 4"
SAN. LAT.
PROP. 2"
FORCEMAIN
PROP.
GRINDER
PUMP PROP. 6"
WATERLINE
PROP. 6X6 TEE
PROP. 6" GV PROP. 90°
BEND
PROP. EDGE
OF GRAVEL
PROP. 6"
WATERLINE
PROP. CONC.
SIDEWALK
PROP. ADA
RAMP @ 8.0%
WITH HANDRAIL
PROP. 6X6 TEE
PROP. 6" GV
PROP. 6X6 TEE
PROP. 6" GV PROP. 6X6 TEE
PROP. 6" GV
PROP. 6"
WATERLINE
LIMITS OF
DISTURBANCE
(0.64 AC)
LIMITS OF
DISTURBANCE
(0.64 AC)
LIMITS OF
DISTURBANCE
(0.64 AC)
SF
SF SF
SF
SF
PSPS
PS
PS
SF
PSPS
PS
G 1037.45
G 1037.80
G 1037.80
G 1037.50
10
3
8
LIMITS OF
DISTURBANCE
(0.64 AC)SLEX. SAN MH
RIM=1038.23
8" PVC INV.=1032.08
G 1034.72
G 1035.59
EX. 200' SETBACK
SS
G 1050.38
104610481034
10361038EX. EDGE OF
GRAVEL (TO
REMAIN)
EX. ASPHALT
(TO REMAIN)
EX. PARKING
SPACES (TYP.)
EX. EDGE OF
ASPHALT (TO
REMAIN)
EX. EDGE OF
GRAVEL (TBR)1020101810161014
1012
1010
1008
1006
EX. 200' SETBACK
EX. EDGE OF GRAVEL
(TO REMAIN)
100410021000
104010421044S
S
S
S
S
S
S
S
S
S
S
APP
R
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X
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L
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8
"
P
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A
N
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APP
R
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L
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8
"
P
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A
N
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X
X
X
XXXXX X X
X X
X X
X X
X X
X X
X X
X X
XX XX XXXX
XXX
X X X X X
X
X X
X X
FM SS
1042
1044
1046VAN SLCE
W
W
W
W WWWW W W W W W W W W W W
PRO
P. 50'
X 8'
R
E
C
R
EATI
O
N
AL
VEHI
CL
E
S
P
A
C
E10321030102810261024102210201018 PROP. 50' X 8'
R
E
C
RE
ATI
O
NAL
VEHI
CL
E S
PA
C
E
10361034LIMITS OF
DISTURBANCE
(0.64 AC)LIMITS OF
DISTURBANCE
(0.64 AC)
SSF
SSF
SSF
SF
PS
PS
SF
PS
PS
PS
G 1037.45
G 1037.80
G 1037.80
G 1037.50
10
3
8
LIMITS OF
DISTURBANCE
(0.64 AC)
SL
SL
SL
SL SLSLSLPROP. GRAVEL
RV PARKING AREA
PROP. 4"
SAN. LAT.
PROP. RV
SANITARY
CONNECTION
PROP. RV SANITARY
CONNECTION
PROP.RV WATER
CONNECTION (TYP.)
PROP.RV WATER
CONNECTION (TYP.)
PROP. 45°
BEND
PROP. 6"
WATERLINE
EX. GRAVEL DRIVEWAY TO
SERVE AS CONSTRUCTION
ENTRANCE
PROP. BOLLARD
(TYP.)
PROP. TREELINE
EX. TREELINE
PROP. GRAVITY SEWER LATERAL
CONNECTION (PER FREDERICK
COUNTY STANDARDS AND
SPECIFICATIONS - DETAIL 22
ADJACENT OWNERS
(SEE VICINITY MAP FOR REFERENCE)
1.CKW RENTALS, LLC
311 MUSE ROAD
GORE, VA 22637
ZONED: RA
2.CKW RENTALS, LLC
310 MUSE ROAD
GORE, VA 22637
ZONED: RA
3.DIXON WILLIAM K
7305 WESTWOOD DRIVE
FREDERICK, MD 21701
ZONED: RA
4.TRIPLETT, SHAWN R
P.O. BOX 234
GORE, VA 22637
ZONED: RA
5.HAYES, JAMES C ETALS
121 BAILEY LANE
PURCELLVILLE, VA 20131
ZONED: RA
6. HAYES, JAMES C ETALS
121 BAILEY LANE
PURCELLVILLE, VA 20131
ZONED: RA
7.HAYES, JAMES C ETALS
121 BAILEY LANE
PURCELLVILLE, VA 20131
ZONED: RA
SCALE: 1"=10'
20101050
GENERAL NOTES
1.PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF THE ESTABLISHMENT OF A CAMPSITE ON AN 85.73 ACRE TRACT OF LAND
IN FREDERICK COUNTY, VA. THIS PROJECT PROPOSES 0.64 ACRES OF DISTURBANCE. THE SITE IS CURRENTLY OCCUPIED BY A
RELIGIOUS RETREAT CENTER. THIS APPLICATION PROPOSES TO ADD SIX (6) ADDITIONAL CAMPSITE-STYLE CABINS, AND THREE
(3) RV SPACES WITH SANITARY CONNECTIVITY TO THE EXISTING RETREAT CENTER.
2.PROPERTY ADRESS:1794 BACK CREEK ROAD
GORE, VA 22637
3.PINS: 37-A-46 TOTAL ACREAGE: 85.73 ACRES
OWNER: PINE CREEK, INC.
1794 BACK CREEK ROAD
GORE, VA 22637
EMAIL: JWJUNGERS@GMAIL.COM
APPLICANT:PINE CREEK, INC.
1794 BACK CREEK ROAD
GORE, VA 22637
EMAIL: JWJUNGERS@GMAIL.COM
ENGINEERS:CARSON LAND CONSULTANTS
45 MAIN STREET, 1ST FLOOR
WARRENTON, VA 20186
540-347-9191 / JIM@CARSONLC.COM
CONTACT: JIM CARSON
4.PREVIOUS APPROVED PLAN REFERENCES: SITE PLAN #38-16
5.EXISTING ZONING: RA (RURAL AREAS)
6.PROPOSED ZONING:RA (RURAL AREAS)
7.EXISTING USE: RELIGIOUS RETREAT AND LODGING
8.PROPOSED USE: RELIGIOUS RETREAT AND LODGING
9.BOUNDARY PREPARED BY CARSON LAND CONSULTANTS, ON FEBRUARY 9, 2023, NO TITLE REPORT FURNISHED.
10.THERE IS AN EXISTING SELF CONTAINED SEWER SYSTEM ON THE SITE, THAT WILL BE UTILIZED BY THE PROPOSED DWELLINGS
AND RECREATIONAL VEHICLE CONNECTIONS.
11.THE PROPERTY IS NOT LOCATED WITHIN A KNOWN 100-YEAR FLOODPLAIN, AS SHOWN ON BOTH FEMA FLOOD INSURANCE RATE
MAP 51061C0175C, DATED FEBRUARY 6, 2008, AND FEMA FLOOD INSURANCE RATE MAP 51069C0175E, DATED JANUARY 29, 2021.
THE PROPERTY IS LOCATED IN ZONE X. THIS DOES NOT CONSTITUTE A FLOOD STUDY BY THIS FIRM.
12.CONSTRUCTION STANDARDS SHALL CONFORM TO FREDERICK COUNTY STANDARDS.
13.NO LIGHTING IS PROPOSED WITH THIS PLAN.
14.NO ADDITIONAL SIGNAGE OR LANDSCAPING IS REQUIRED WITH THIS APPLICATION.
15.ALL DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE ALARMS AND PORTABLE FIRE EXTINGUISHERS.
16.ALL PROPOSED BUILDING SHALL COMPLY WITH THE 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTION 310.2
(RESIDENTIAL GROUP R-1). OTHER CODES THAT APPLY ARE ICC/ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND
FACILITIES, INTERNATIONAL FIRE CODE 2018, VIRGINIA ENERGY CODE 2018, VIRGINIA PLUMBING CODE 2018, VIRGINIA
MECHANICAL CODE 2018 AND THE NEC.
17.ALL BUILDING THRESHOLDS SHALL NOT EXCEED 1
2".
ZONING TABLE
3-401 MAXIMUM DENSITY (DU/AC)
USE LIMITATIONS
3-402 MINIMUM LOT SIZE
3-403 MINIMUM LOT WIDTH
3-404 MINIMUM FRONT YARD
3-405 MINIMUM SIDE & REAR YARD
3-406 MAXIMUM BUILDING HEIGHT
PARCEL ZONING:_______________
Z.0. 165-401.05 - 165.401.09
60 FT
5 AC
100 FT
35 FT
0.2
RA
50 FT
1521 FT
85.73 AC
564 FT
35 FT
0.07
1,518 FT
REQ. RA PR. RA
1"=10'
1
MINOR
SITE PLAN
VICINITY MAP
SCALE 1"=2000'
C Copyright 2022 Carson Land Consultants PROJECT #Land Planning, Surveying & Site Design45 Main Street, 1 Floor Warrenton VA 20186 (540) 347-9191stCarsonLCwww..comOF
SHEET
SCALE:
DESCRIPTION
REVISIONS
DATE
DATE:
NOT APPROVED FOR
CONSTRUCTION
GORE, VIRGINIAPINE CREEK CAMPSITEMINOR SITE PLAN #06-2304/13/23
AGENCY COMMENTS 04/13/23 GAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY23011-020 PINE CREEK CAMPSITE3
04/13/23
STD. VDOT CG-12, CURB RAMP
PATH (DIRT, GRAVEL, CRUSHED STONE, ETC.)
TREE LINE
LIMITS OF CLEARING & GRADING
PROPOSED SANITARY SEWER
SANITARY SEWER (PROPOSED BY OTHERS)
EXISTING OVERHEAD TELEPHONE
EXISTING OVERHEAD ELECTRIC
EXISTING OVERHEAD TELEPHONE & ELECTRIC
EXISTING UNDERGROUND TELEPHONE
EXISTING UNDERGROUND ELECTRIC
EXISTING RETAINING WALL
PROPOSED RETAINING WALL
EXISTING POWER OR TELEPHONE POLE
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
DITCH, SWALE, STREAM OR SPRING
PROPOSED UNDERDRAIN
PROPOSED GRAVEL
PROPOSED CONCRETE
TREES AND SHRUBS
UD
SWAMP OR MARSH AREA
DRAINAGE DIVIDE
NORTH ARROW
S
22 4
OH
LIGHT POLE
EARTH DEPRESSION
250
33.5
250
EXISTING GAS LINE
PROPOSED GAS LINE
S
S
NUMBER OF LOADING SPACES
WATER VALVE UNLESS NOTED
SANITARY SEWER MANHOLE
STORM SEWER STRUCTURE
NUMBER OF PARKING SPACES
NUMBER OF HANDICAP SPACES
PROPERTY OR R/W LINES
EXISTING TRAVEL WAY/ EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
ADJACENT PROPERTY OWNERS
EXISTING CULVERT OR STORM LINE
PROPOSED CULVERT OR STORM LINE
STORM SEWER (PROPOSED BY OTHERS)
WATERLINE (PROPOSED BY OTHERS)
PROPOSED FIRE HYDRANT
EXISTING SANITARY SEWER
EASEMENT LINE
ADJOWNER
W W
WW
W W
EXISTING WATERLINE
PROPOSED WATERLINE
EXISTING FIRE HYDRANT
FENCE LINE
ROADSIDE DELINEATORS
RAILROAD
ELEC TRANS
FC
LIGHT OR UTILITY POLE
FACEOFCURB
CENTER LINE
1
LS
5
HC
7
FIRE HYDRANT
SIGN
TELEPHONE
STORM SEWER MANHOLE
ELECTRIC TRANSFORMER
CONNECTION
SAN MH
STM STR
STM MH
TELE
CONN
SIAMESE YARD CONNECTION
EX EXISTING
PK-NAIL SET
DRILL HOLE MADE
CONCRETE
EDGE OF PAVEMENT
HANDICAPPED
RETAINING
IRON PIPE FOUND
IRON PIPE SET
IPF
PKS
DHS
CONC
RET
S/C
IPS
EP
HC
CENTERLINE
CLEANOUT
C
CO
L
LEGEND
X X
S
G G
G G
OH
OH
NORTH
CARPERS PIKE (RT. 259)BACK CREEK RD (RT. 704)G
A
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R GOLD ORCHARD RDSITE
1
2
3
4
5
6
7
PSPS3.32
SF
3.05
SSF
VIRGINIA UNIFORM CODING SYSTEMFOR EROSION AND SEDIMENTCONTROL PRACTICES
SILT FENCE
SUPER SILT FENCE
PERM. SEEDING
X X
XX XX
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
2. EXCAVATE A 4" X 4" TRENCH
UPSLOPE ALONG THE LINE
OF STAKES.
1. SET THE STAKES.
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
FLOW
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
6'MAX.
4"
4"
FLOW
( PERSPECTIVE VIEW )
( FRONT ELEVATION )
A
B
3' MAX
A
SF
SPEC. 3.05
XXXX
CE3.02 CONSTRUCTION
ENTRANCE W/WASH RACK
TEMPORARY GRAVEL
LAND DISTURBANCE NOTE:
FOR THE PURPOSE OF PLAN APPROVAL ONLY, MR. JAMES A CARSON, JR. P.E. (#021624)
SHALL BE THE CERTIFIED RESPONSIBLE LAND DISTURBER.
AT THE TIME OF APPLICATION FOR A LAND DISTURBANCE PERMIT, THE APPLICANT
SHALL PROVIDE THE NAME OF A CERTIFIED RESPONSIBLE LAND DISTURBER PRIOR TO THE
ISSUANCE OF THE LAND DISTURBANCE PERMIT.MATCHLINE - SEE THIS SHEET FOR CONTINUATIONMATCHLINE - SEE THISSHEET FOR CONTINUATIONAPPROVAL
SITE PLAN REFERENCE NUMBER:
DATEZONING ADMINISTRATOR
COUNTY OF FREDERICK
NOTE: SITE PLAN VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVALP:\23011-Potomac Camp Minstry\010 - Topo\Engineering\Presentation Drawings\23011-020 MINOR SITE PLAN.dwg, 5/11/2023 12:17:31 PM, evann
BACK C
R
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K
R
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A
D
BACK CREEK
R
O
A
D ADVENTURE LOOPADVE
N
T
U
R
E
L
O
O
P
ADVENTURE LOOPADVE
N
T
U
R
E
L
O
O
P
EXISTING
AUDITORIUMVAN
EXISTING
ACTIVITY
CENTER
WEIKERT
WEIKERT
CRAIGSVILLE
WEIKERT
WEIKERT
WEIKERT
DEKALB
WEIKERT
WEIKERT202.2'429.4'
EXISTING
WOODED AREA
EXISTING
WOODED AREA
EXISTING
WOODED AREA
EXISTING
WOODED AREA
EXISTING
WOODED AREA
EXISTING
WOODED AREA
EXISTING
WOODED AREA
EXISTING
WOODED AREA
EXISTING
RETREAT
FACILITY
EXISTING
RETREAT
FACILITY
EXISTING
DRIVEWAY
EXISTING
DRIVEWAY
EXISTING
DRIVEWAY
EXISTING
DRIVEWAY
EXISTING
POND
EXISTING
IN-GROUND POOL
EXISTING
MAINTENANCE
BUILDING
EXISTING
BUILDING
(2) PROPOSED
RV SITES
(6) PROPOSED
CABINS
EXISTING
RETREAT
HOUSE
EXISTING
RECREATION
FIELDS
662.7'
TAX MAP 37-A- LOT 47
CKW RENTALS, LLC
311 MUSE ROAD
GORE, VA 22637
ZONED: RA
TAX MAP 37-A LOT 65
CKW RENTALS, LLC
310 MUSE ROAD
GORE, VA 22637
ZONED: RA
TAX MAP 38-A LOT 24
DIXON WILLIAM K
7305 WESTWOOD DRIVE
FREDERICK, MD 21701
ZONED: RA
TAX MAP 37-A LOT 37
HAYES, JAMES C ETALS
121 BAILEY LANE
PURCELLVILLE, VA 20131
ZONED: RA
TAX MAP 37-6-3 LOT 26
HAYES, JAMES C ETALS121 BAILEY LANE
PURCELLVILLE, VA 20131
ZONED: RA
TAX MAP 37-6-3 LOT 27
HAYES, JAMES C ETALS
121 BAILEY LANE
PURCELLVILLE, VA 20131
ZONED: RA
EXISTING 200' SETBACK
EXISTING 200' SETBACK
SCALE: 1"=150'
300150150750
1"=150'
2
OVERALL
PLAN
VICINITY MAP
SCALE 1"=2000'
CARPERS PIKE (RT. 259)BACK CREEK RD (RT. 704)G
A
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S
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R GOLD ORCHARD RDSITE
NO. 10/10 6X6 WWM
102MM(4")7MM SCORE JOINT
(1/4")12" DEPTH13MM PREMOLDED
JOINT MATERIAL
(1/2")
LIGHT BROOM FINISH
4,000 PSI CONCRETE
7MM (1/4") RADIUS
EXPANSION JOINT
SCALE: NTS
SCORE JOINT
SCALE: NTS
CONCRETE SIDEWALK
SCALE: NTS
RECOMPACTED SUBGRADE
(95% STD. PROCTOR)
C Copyright 2022 Carson Land Consultants PROJECT #Land Planning, Surveying & Site Design45 Main Street, 1 Floor Warrenton VA 20186 (540) 347-9191stCarsonLCwww..comOF
SHEET
SCALE:
DESCRIPTION
REVISIONS
DATE
DATE:
NOT APPROVED FOR
CONSTRUCTION
GORE, VIRGINIAPINE CREEK CAMPSITEMINOR SITE PLAN #06-2304/13/23
AGENCY COMMENTS 04/13/23 GAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY23011-020 PINE CREEK CAMPSITE3
04/13/23
SOIL DESCRIPTION
WEIKERT SERIES:
THE WEIKERT SERIES CONSIST OF SHALLOW, WELL DRAINED SOILS FORMED IN MATERIAL THAT WEATHERED FROM
INTERBEDDED GRAY AND BROWN ACID SHALE, SILTSTONE, AND FINE-GRAINED SANDSTONE ON GENTLY SLOPING TO VERY
STEEP AREAS ON UPLANDS. SLOPE RANGES FROM 0 TO 100 PERCENT. PERMEABILITY IS MODERATELY RAPID. MEAN ANNUAL
PRECIPITATION IS ABOUT 42 INCHES, AND THE MEAN ANNUAL AIR TEMPERATURE IS ABOUT 52 DEGREES F.
CRAIGSVILLE SERIES:
SOILS OF THE CRAIGSVILLE SERIES ARE VERY DEEP AND WELL DRAINED TO SOMEWHAT EXCESSIVELY DRAINED. THEY
FORMED IN MODERATELY COARSE AND COARSE TEXTURED SEDIMENTS. PERMEABILITY IS MODERATELY RAPID OR RAPID.
THEY ARE NEARLY LEVEL TO GENTLY SLOPING SOILS ON FLOOD PLAINS. SLOPES RANGE FROM 0 TO 5 PERCENT. MEAN
ANNUAL TEMPERATURE IS ABOUT 50 DEGREES F., AND MEAN ANNUAL PRECIPITATION IS ABOUT 40 INCHES.
DEKALB SERIES:
THE DEKALB SERIES CONSISTS OF MODERATELY DEEP, EXCESSIVELY DRAINED SOILS FORMED IN MATERIAL WEATHERED
FROM GRAY AND BROWN ACID SANDSTONE IN PLACES INTERBEDDED WITH SHALE AND GRAYWACKE. SLOPE RANGES FROM 0
TO 80 PERCENT. PERMEABILITY IS RAPID. MEAN ANNUAL PRECIPITATION IS ABOUT 48 INCHES AND MEAN ANNUAL AIR
TEMPERATURE IS ABOUT 53 DEGREES F.P:\23011-Potomac Camp Minstry\010 - Topo\Engineering\Presentation Drawings\23011-020 MINOR SITE PLAN - OVERALL.dwg, 5/11/2023 12:17:40 PM, evann
N/A
3
EROSION
CONTROL NOTES
AND DETAILS
C Copyright 2022 Carson Land Consultants PROJECT #Land Planning, Surveying & Site Design45 Main Street, 1 Floor Warrenton VA 20186 (540) 347-9191stCarsonLCwww..comOF
SHEET
SCALE:
DESCRIPTION
REVISIONS
DATE
DATE:
NOT APPROVED FOR
CONSTRUCTION
GORE, VIRGINIAPINE CREEK CAMPSITEMINOR SITE PLAN #06-2304/13/23
AGENCY COMMENTS 04/13/23 GAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY23011-020 PINE CREEK CAMPSITE3
04/13/23
GENERAL E&S MINIMUM STANDARDS
AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS:
MS-1.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE
LEFT DORMANT FOR MORE THAN ONE YEAR.
MS-2.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY
PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
MS-3.A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS
ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
MS-4.SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES 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.
MS-5.STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
MS-6.SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
A.THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.
B.SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM
STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A
25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE
SEDIMENT BASIN IS UTILIZED.
MS-7.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.
MS-8.CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
MS-9.WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
MS-10.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.
MS-11.BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE
INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
MS-12.WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE
DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER
MATERIALS.
MS-13.WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL
SHALL BE PROVIDED.
MS-14.ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET.
MS-15.THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.
MS-16.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.
MS-17.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. THIS PROVISION SHALL APPLY TO
INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.
MS-18.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 SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.
MS-19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF
STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: STREAM RESTORATION AND RELOCATION PROJECTS THAT
INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN MADE CHANNELS AND SHALL BE EXEMPT FOR ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS
A.CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR
THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.
B.ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:
(1)THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE
PROJECT IN QUESTION; OR
(2)
(A)NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS.
(B)ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A
TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND
(C)PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.
C.IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:
(1)IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR
(2)IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR
(3)DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE
THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR
(4)PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION.
D.THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.
E.ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT.
F.IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL
SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE.
G.OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A
STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL.
H.ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
I.INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A
DETENTION FACILITY.
J.IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE
DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT
CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS.
K.ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND
OTHER WATERS OF THE STATE.
L.ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS
SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO
(I)DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS;
(II)DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND
(III)REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT
WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE
WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY
REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 10.1-562 OR 10.1-570 OF THE ACT.
M.FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:521 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH
WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES ARE IN
ACCORDANCE WITH 4VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS.
N.COMPLIANCE WITH THE WATER QUALITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE
REQUIREMENTS OF MINIMUM STANDARD 19
PROJECT DESCRIPTION: THIS APPLICATION PROPOSES SIX (6) CAMPGROUND CABINS AND UTILITY CONNECTIONS FOR
RV'S ON A WOODED CAMPGROUND LOT.
APPROXIMATELY 0.64 ACRES OF THE 85.73 ACRE SITE WILL BE DISTURBED DURING CONSTRUCTION, WITH 0.18 ACRES
TO BE PERMANENTLY SEEDED AFTER CONSTRUCTION IS FINISHED.
EXISTING SITE CONDITIONS: THE SITE IS AN 85.73 ACRE PARCEL LOCATED ON BACK CREEK ROAD IN GORE, VA. THE
SITE IS CURRENTLY A RELIGIOUS RETREAT AND CAMPGROUND. THE PROPERTY HAS MODERATE TO STEEP SLOPES
FROM NORTH TO SOUTH. THERE ARE NO FLOODPLAINS ON THE PROPERTY.
ADJACENT AREAS: THE SITE HAS FRONTAGE ON BACK CREEK ROAD, WHICH LIES SOUTHEAST OF THE SITE. LARGE,
SIMILARLY ZONED PARCELS LIE TO THE NORTHEAST, NORTHWEST AND SOUTHWEST OF THE SITE.
OFF-SITE AREAS: ALL EXCESS MATERIALS, IF ANY, ARE TO BE DISPOSED OF ON-SITE, AND SHALL BE DONE IN
ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, CURRENT
EDITION. IF OFF-SITE AREAS ARE USED FOR BORROW OR FILL, THE CONTRACTOR SHALL SUBMIT AN EROSION &
SEDIMENT CONTROL PLAN FOR THAT AREA AND SHALL SUBMIT OFFSITE SOIL TRACKING FORMS. THE BORROW
MATERIAL MUST BE OBTAINED FROM A SITE WITH AN ACTIVE LAND DISTURBANCE PERMIT AND THAT OFF SITE SOIL
TRACKING FORMS MUST BE SUBMITTED FOR EACH BORROW SITE.
SOILS: SOILS DELINEATION, AND THE INTERPRETIVE SOILS TABLE ARE PRESENTED ON THE "EXISTING CONDITIONS"
SHEET OF THIS PLAN. SEE SHEET #2.
CRITICAL AREAS: THERE ARE NO CRITICAL AREAS ON THIS SITE.
EROSION & SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE SHOWN ON THE EROSION CONTROL PLAN, ALL
VEGETATIVE AND STRUCTURAL EROSION CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH THE SPECIFICATIONS AND STANDARDS IN THE CURRENT EDITION OF THE "VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK."
STRUCTURAL PRACTICES THE FOLLOWING PRACTICES ARE SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN AND
SHALL BE PLACED IN PHASES.
PHASE I: PERIMETER CONTROLS FOR PRELIMINARY CLEARING, GRUBBING & SITE GRADING SHALL BE INSTALLED AS
THE FIRST ITEM OF CONSTRUCTION.
TEMPORARY CONSTRUCTION ENTRANCE (3.02) - A CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE ENTRANCE
TO THE LIMITS OF DISTURBANCE.
SILT FENCE & SUPER SILT FENCE (3.05) - FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN AND IS THE REMAIN IN
PLACE UNTIL THE UPSTREAM AREA HAS BEEN STABILIZED.
TEMPORARY SEEDING (3.31) - TO BE USED IN ACCORDANCE WITH MS-1. THIS WOULD ESPECIALLY PERTAIN TO STOCK
PILES.
PHASE II: FINAL GRADING & CONSTRUCTION. E&S PHASE I MEASURES SHALL REMAIN IN PLACE UNTIL UPSLOPE AREAS
ARE STABILIZED AND THE LOCAL E&S INSPECTOR HAS GIVEN APPROVAL TO REMOVE THE CONTROL.
TEMPORARY CONSTRUCTION ENTRANCE (3.02) - SHALL REMAIN IN PLACE UNTIL THE AGGREGATE SUB-BASE FOR THE
DRIVEWAY HAS BEEN INSTALLED AND IT HAS BEEN DEEMED NO LONGER NECESSARY.
SILT FENCE AND SUPER SILT FENCE (3.05) - FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN AND IS THE REMAIN
IN PLACE UNTIL THE UPSTREAM AREA HAS BEEN STABILIZED.
TEMPORARY SEEDING (3.31) - TO BE USED IN ACCORDANCE WITH MS-1. THIS WOULD ESPECIALLY PERTAIN TO STOCK
PILES.
PERMANENT SEEDING (3.32) - TO BE INSTALLED WITHIN 7 DAY OF REACHING FINAL GRADE AND TO BE USED UPON
REMOVAL OF SEDIMENT CONTROL DEVICES AND RESTORATION TO FINAL GRADE.
MULCHING (3.35) - TO BE INSTALLED AS NEEDED PER TABLE 3.35-A.
SEQUENCE OF CONSTRUCTION
PRIOR TO CONSTRUCTION A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITH FAUQUIER COUNTY.
CONTRACTOR MAY THEN INSTALL INITIAL EROSION AND SEDIMENT CONTROLS AND ONLY AFTER THE APPROVAL OF
THE E&S CONTROL INSTALLATION HAS BEEN APPROVED BY THE FAUQUIER COUNTY INSPECTOR SHALL CLEARING AND
GRADING BEGIN.
A.CONSTRUCTION SHALL BE SEQUENCED SO THAT GRADING CAN BEGIN AND END AS QUICKLY AS POSSIBLE. SOIL
AND EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING OR GRADING, OTHER THAN
THE CLEARING AND GRADING THAT IS NEEDED TO INSTALL THE SOIL AND EROSION CONTROL MEASURES.
B.THE CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE SHALL BE INSTALLED AS THE FIRST STEP.
C.REMOVAL OF THE CONSTRUCTION ENTRANCE ONCE THE AGGREGATE SUBBASE FOR THE ENTRANCE AND
PARKING LOT HAS BEEN INSTALLED.
D.COMMENCE FINAL GRADING AND OTHER SITE ELEMENTS IDENTIFIED BY THE PLANS.
MANAGEMENT STRATEGIES
A.CONSTRUCTION SHALL BE SEQUENCED SO THAT GRADING OPERATION CAN BEGIN AND END AS QUICKLY AS
POSSIBLE. ALL PERIMETER SOIL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING
OR GRADING OTHER THAN THAT NEEDED TO INSTALL THE SOIL EROSION PRACTICES.
B.TEMPORARY SEEDING AND OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTER GRADING.
C.AREAS THAT ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED IN THE FIELD BY FLAGS, SIGNS, AND/OR
SAFETY FENCE.
D.THE CONTRACTOR (JOB SUPERINTENDENT) SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL EROSION AND SEDIMENT CONTROL DEVICES.
SEE THE "MAINTENANCE" SECTION IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CURRENT EDITION
FOR GUIDANCE REGARDING MAINTENANCE OF CONTROLS DURING CONSTRUCTION.
ALL CONTROLS ARE RECOMMENDATIONS BY THIS FIRM AND ARE TO BE FOLLOWED UNLESS AN ALTERNATE CONTROL
IS APPROVED BY THE LOCAL FIELD INSPECTOR.
PERMANENT STABILIZATION: THE RECOMMENDED SEEDING AND MULCHING SPECIFICATIONS ON THIS EROSION &
SEDIMENT CONTROL DETAILS SHEET ARE TO BE FOLLOWED UNLESS THE INSPECTOR APPROVES AN ALTERNATE
SPECIFICATION. SEEDING WILL BE IN ACCORDANCE WITH MS-1 AND MS-2 REGULATIONS (TEMPORARY SEEDING FOR
THE PROTECTION OF STOCKPILES) FOUND IN CHAPTER 8 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, CURRENT EDITION. EROSION CONTROL BLANKETS (VESCH 3.36) WILL BE INSTALLED OVER FILL SLOPES
WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND
GULLY EROSION AND TO ALLOW SEED TO GERMINATE PROPERLY.
MAINTENANCE: THE CONTRACTOR (JOB SUPERINTENDENT) SHALL INSPECT EACH CONTROL MEASURE WEEKLY AND
AFTER EACH RAINFALL. AFTER INSPECTION THE CONDITION OF EACH MEASURE SHALL BE NOTED, AND REPAIRS,
CLEANING, REPLACING CLOGGED GRAVEL OR OTHER CORRECTIVE ACTION NEEDED SHALL BE COMPLETED.
MEASURES PLACED IN BOTH PHASES SHALL BE INSPECTED AND MAINTAINED THROUGHOUT THE COURSE OF THE
PROJECT.
STORMWATER MANAGEMENT: MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION AND FOR FINAL GRADING.
STORMWATER MANAGEMENT PLAN IS NOT REQUIRED.
ADDITIONAL E&S CONTROL NOTES:
ALL CONTROLS ARE RECOMMENDATIONS BY THIS FIRM.
THE E&S INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE E&S CONTROLS AS NECESSARY IN THE FIELD AS
SITE CONDITIONS CHANGE. IN ADDITION, NO SEDIMENT BASIN OR TRAP CAN BE REMOVED WITHOUT WRITTEN
AUTHORIZATION.
PERIMETER SEDIMENT TRAPPING MEASURES MUST BE INSTALLED ON SITE AS THE FIRST STEP.
ONCE THIS PLAN HAS BEEN APPROVED,A PRE-CONSTRUCTION CONFERENCE MUST BE COORDINATED BY THE
APPLICANT THROUGH THE FAUQUIER COUNTY ENVIRONMENTAL DIVISION
NO SEDIMENT TRAP OR BASIN SHALL BE REMOVED UNTIL ALL AREAS HAVE BEEN STABILIZED, AND THE E&S
INSPECTOR HAS GIVEN WRITTEN PERMISSION FOR THEIR REMOVAL
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
2. EXCAVATE A 4" X 4" TRENCH
UPSLOPE ALONG THE LINE
OF STAKES.
1. SET THE STAKES.
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
FLOW
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
6'MAX.
4"
4"
FLOW
( PERSPECTIVE VIEW )
( FRONT ELEVATION )
A
B
3' MAX
A
SF
SPEC. 3.05
XXXX
12' MIN.
6' - 7"
SECTION B-B
SECTION A-AFILTER CLOTH
REINFORCED CONCRETE DRAIN SPACE
B
PLAN VIEW
SIDE ELEVATION
STONE CONSTRUCTION ENTRANCE
70' MIN.
6" MIN.
FILTER CLOTH
A 0.3'
A MOUNTABLE BERM
(OPTIONAL)
PAVEMENT
EXISTING
5:1
EXISTING GROUND
70' MIN.
WASHRACK
B
12' MIN. *COURSE AGGREGATE
VDOT #1
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
TRAPPING DEVICE
TO SEDIMENT
POSITIVE DRAINAGE 10' MIN.
PAVEMENT
EXISTING
10' MIN.
10' MIN.
3" MIN.
3" MIN.
CE
SPEC. 3.02-1
E&S CONTROL MAINTENANCE SCHEDULE:
3.02 CONSTRUCTION ENTRANCE
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOW OF MUD ONTO THE PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING
WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS
CONDITIONS DEMAND AND REPAIRS AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP
SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO
THE ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER
TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO THE ROADWAY WILL
NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.
3.05 SILT FENCE AND SUPER SILT FENCE
1.SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY
2.CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM
END RUNS AND UNDERCUTTING
3.SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE
END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
4.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE
REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
5.ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER
REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND
SEEDED.
3.31 TEMPORARY SEEDING
ALL TEMPORARY SEEDING MUST BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED
APPLICATION
3.32 PERMANENT SEEDING
ALL PERMANENT SEEDING MUST BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED
APPLICATION. IN GENERAL, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY
ESTABLISHED UNTIL IT HAS BEEN MAINTAINED FOR ONE FULL YEAR AFTER PLANTING.
3.36 SOIL STABILIZATION BLANKETS & MATTING
ALL SOILS STABILIZATION BLANKETS AND MATTING SHOULD BE INSPECTED PERIODICALLY
FOLLOWING INSTALLATION, PARTICULARLY AFTER RAINSTORMS TO CHECK FOR EROSION AND
UNDERMINING. ANY DISLOCATION OR FAILURE SHOULD BE REPAIRED IMMEDIATELY. IF
WASHOUTS OR BREAKAGE OCCURS, REINSTALL THE MATERIAL AFTER REPAIRING DAMAGE TO
THE SLOPE OR DITCH CONTINUE TO MONITOR THESE AREAS UNTIL WHICH TIME THEY BECOME
PERMANENTLY STABILIZED; AT THAT TIME AN ANNUAL INSPECTION SHOULD BE ADEQUATE.P:\23011-Potomac Camp Minstry\010 - Topo\Engineering\Presentation Drawings\23011-020 MINOR SITE PLAN - OVERALL.dwg, 5/11/2023 12:17:41 PM, evann