HomeMy WebLinkAboutWPO202100046 Plan - VSMP 2023-02-07TH
RK
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zet Park
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2D(2) EROSION & SEDIMENT CONTROL NOTES & DETAILS oLU
2D(3) EROSION & SEDIMENT CONTROL NOTES & DETAILS =
2E(1) EROSION & SEDIMENT CONTROL PLAN PHASE I w N
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2E(2) EROSION & SEDIMENT CONTROL PLAN PHASE I w H oN
2F(1) EROSION & SEDIMENT CONTROL PLAN PHASE II U 0 N
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2F(2) EROSION & SEDIMENT CONTROL PLAN PHASE II p
n DATE
911012020
0
DRAWN BY
C. GAYNER
,in Dr)An DI
• DESIGNED BY
• C. SHIFFLETT
• CHECKED BY
3H CONCEPTUAL LAYOUT - FUTURE PHASES C.KOTARSKI
31 CONCEPTUAL LAYOUT - FUTURE PHASES • • SCALE
• AS SHOWN
4A GRADING AND DRAINAGE PLAN •
4B GRADING AND DRAINAGE PLAN
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8(3) STORM STRUCTURE AND PIPE TABLES ofL
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SI I E INHUKMA I UN
TAX MAP PARCEL, AND OWNER INFO:
TOTAL ACRES (ALL PARCELS): 21.94 AC.
MAGISTERIAL DISTRICT: WHITE HALL
Sheet List Table
ShPot Numher I_ SheatSitle
056A2-01-00-07100
PARCEL AREA: 3.967 ACRES
ZONING: DOWNTOWN CROZET DISTRICT
DB 4568 PG. 724
056A2-01-00-071 BO
PARCEL AREA: 14.733 ACRES
ZONING: DOWNTOWN CROZET DISTRICT
DB 4568 PG. 724
056A2-01-00-02500
PARCEL AREA: 1.7800 ACRES
ZONING: C1 COMMERCIAL, DOWNTOWN CROZET DISTRICT
DB 4565 PG. 223
CROZET NEW TOWN ASSOCIATES LLC ,
300 2ND STREET NE
CHARLOTTESVILLE, VA 22902
056A2-02-OA-00100
PARCEL AREA: 0.57 ACRES
ZONING: DOWNTOWN CROZET DISTRICT
DB 5335 PG. 68
056A2-01-00-016AO
PARCEL AREA: 0.8890
ZONING: DOWNTOWN CROZET DISTRICT
DB 4708 PG. 37
THE SQUARE LLC
3374 MIDDLE MOUNTAIN RD
CROZET, VA 22932
SOURCE OF BOUNDARY AND TOPOGRAPHY: KIRK HUGHES & ASSOCIATES
220 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434.296.6942
CONTACT: KIRK HUGHES, LS
SURVEY CONDUCTED: DECEMBER 5, 2014
REVISED DECEMBER 9, 2014
REVISED DECEMBER 11, 2014
REVISED APRIL 4, 2019
DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID
VERTICAL: NAVD88
WETLANDS IMPACT: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT
WATER AND SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY
DRAINAGE DISTRICT: MECHUMS RIVER -BEAVER CREEK
IMPERVIOUS AREA
EXISTING IMPERVIOUS AREA = 3.64 AC.
PROPOSED IMPERVIOUS AREA = 3.63 AC.
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PARK VIEW
VICINITY Mfi
111=1000'
DEVELOPER
MILESTONE PARTNE
300 2ND STREET I�
CHAROTTESVILLE, VA
ENGINEER OF RE,
TIMMONS GROUF
608 PRESTON AVE. SUI
CHARLOTTESVILLE, VA
CONTACT: CLINT SHIFFLI
TELEPHONE: (434) 32i
GENERAL NOTES:
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE
PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO
BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION
ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING
CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY
CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE
EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED IN ACCORDANCE WITH CURRENT.
in me raccmctn ucsgn cmme
Pavconed Design Guide
nr more axles and 6 or more tires).
Vehicles,
istand repeated loading
n umal Pavement Design Method
it by Appendix IL
p 2: Determine Design Values
CBR Rleand SSV
CBR,
Resilient Factor RF
Source
Value
Table I
Appendix 1
5
DIME a2enmed RF
13) 3.33 I:o,,whaninary designs, use the lowest
RF value in the w nation
x RP = SSV
x ( If 3.33
+proposed pavement design below)
and thickness fmm Appendix IV Tables A and B.
....................................................
Guide. DR= 22.9
from Appendix 11
ent Section
Thickness, It
a
(a x hJ
12.5A
2.0
2.25
4.s
19.OA
2.0
2.25
4.5
-25.OA
4.0
2.2S
9.0
=D AGG.
8.5
0.6
5.1
firm ofDR- LIP = Eta xh)= 23.1
N CALCULATIONS
30 or more
20:,,
13
12
1 1 ............
............................
to-
9
e
7
6
1-'
SSV
Scale
NOTE:
ALL EXISTING AND PROPOSED WATERMAINS AND SEWER LINES ARE OWNED AND MAINTAINED BY
ALBEMARLE COUNTY SERVICE AUTHORITY.
ACSA GENERAL WATER & SEWER CONDITIONS
SEPTEMBER 14, 2021
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
(ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER
ACSA OFFICIALS AT THE START OF THE WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE
ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES
FOR THE PURPOSE OF IMAGERY COLLECTION.
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY,SHOWN ON THE PLANS AND, WHERE SHOWN ARE ONLY APPROXIMATELY,
30 000
23.0
zo;oo
Example
20.0
Da = IQ7 (interpolated)
, 000
19.0
for design parameters
6, 000
18.0
SSV = I I and Design AADT = 490
4, 00.0
17.0
(intemolated)
3,000
16.0
2,000
15.0
1,000
14.0
"^•-
800
13.0
.. .....................600
...............
1z.o
.......
400 .................. �
11.0
300
10.0
200
9.0
100
8.0
L 50
Desian AADT
Scale
7.0
6.4 Minimum
6.0
DR
Thickness Index
Please reter to Appendices It and V for the application of this diagram in the design of pavement.
32
STAMPED HEAVY DUTY
coNcr- r A%fl..r-h-
FLUSH CURB
BOUNDARY
FLUSH CURB
BOUNDARY
NOTE: SEE HEAVY DUTY CONCRETE SECTION DETAIL FOR STAMPED HEAVY DUTY CONCRETE SECTION.
STAMPED CONCRETE CROSSWALK WITH CONCRETE EDGING TYPICAL SECTION
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2%-
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0.5'
2" SM-12.5A
15'
(TRAVEL LANE)
2" IM-19.OA J
ST'D UD-4 4" BM-25.OA
8.5" 21 B AGGREGATE
BASE COURSE
CENTER POINT OF ISLAND
STAMPED HEAVY DUTY CONSTRUCTION
CONCRETE PAVEMENT MOD. CG-3 CURB
MOD. CG-3 CURB POINT OF
FINISHED GRADE
15' TRUCK APRON 15' TRUCK APRON-
INSCRIBED DIAMETER
* ROAD SHALL BE 2% SLOPE OR GRADED PER THE GRADING AND DRAINAGE PLAN.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES:
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
BLASTING NOTES:
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES:
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE
CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO
BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER
MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION
HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR.
LEGEND
m STORM PIPE
EXISTING CONTOUR
200 - PROPOSED CONTOUR
EP 240.5 PROPOSED SPOT ELEVATION
EP EDGE OF PAVEMENT
CG-2 CURB
0.5'
2" SM-12.5A
15'
(TRAVEL LANE)
L- 2" IM-19.10A
4" BM-25.OA
8.5" 21 B AGGREGATE
BASE COURSE
t 2%
AGGREGATE SHALL EXTEND
V BEYOND THE BACK OF CURB (TYP.)
ST'D UD-4
STANDARD MANHOLE FRAME AND COVER
STANDARD MANHOLE FRAME AND COVER
SL-1 TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND
JUNCTION BOXES
PB 1 INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIR. PIPE BEDDING
AND BACKFILL - METHOD "A"
UD-3 STANDARD SIDEWALK UNDERDRAIN
CD-1 STANDARD COMBINATION UNDERDRAIN (AT LOWER END OF CUTS)
CD-2 STANDARD COMBINATION UNDERDRAIN (AT SAGS AND BRIDGE
APPROACHES)
UD-3 I STANDARD SIDEWALK UNDERDRAIN
��;f NLTit (l.Aiirorr
ek �% i
CLINT W.
S FFLET i-
•
Lic. N . 44380 4r
2/6/23
GOG ,.
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i s=
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uan,
uesignustc "I lilyv it um1s . amunmau,m nary a. mmun.
CI1RT
CBR value of the subgrade sample mkca and tasted as speeificd in the
DME
VDOI District Materials Engineer
106.02
EPf
HCV
Equivalent projected traffic
P o,
Number of Heavy Commercial Vehicles (cg_Rude, hosts, etc, with
%HCV
RF
Percentage ofthe total traffic volume composedoffleav Commercial
g
Resiliency Factor =Relative value ofthe subgrade wits ability to with
106.04
SSV
Soil support value of subgrade(SSV =CBRD xRF)
De
Do
Thickness index of proposed pavement design computed by the Cause
Thiclmess index required, based on Design MDT and SSV, determine
106.14
107.01
108.03
108.04
108.05
108.03
UD-4
STANDARD PAVEMENT EDGEDRAIN
108.06
STANDARD PAVEMENT EDGEDRAIN
108.07
CG-2
STANDARD 6" CURB
201.01
CG-6
COMBINATION 6" CURB AND GUTTER
201.03
CG-11
METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS)
203.04
CG-12
CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES)
204.01
CG-12 DETECTABLE WARNING SURFACE (TYPE A, PERPENDICULAR
APPLICATION)
204.02
CG-12 DETECTABLE WARNING SURFACE (TYPE B, PARALLEL
APPLICATION)
204.03
CG-12 DETECTABLE WARNING SURFACE (TYPE C, PARALLEL &
PERPENDICULAR APPLICATION)
204.04
WP-2
PAVEMENT WIDENING
303.02
NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO
REFERENCE CURRENT DETAILS IN THE VDOT ROAD &
BRIDGE STANDARDS.
Step 1: Determine Design AADT
Ste
MDT
Sam Ic No.
%HCV=100(HCV/AAI)I)
or
HP'f =217 x HCV
Note For°°/u11CV <5%s use MDT
1
2
Note For
%HCVADf
EPI>AAllT
3
APPENDIX
R(D)-5
CBRID) = 5 z (
Design AADT
Use greater of AADT or EPT
91423
CBRD
( 3.33
Step 3: Pavement Design (Check appropriate box and show
❑ (A) Limited to Design AADT S 400 - Show pavement ordinal omatlons
.............................................................................
❑ (B) Show pavement section as developed in the Pavement Design
(see Appendix RI for matenal notations and thickness equivalency values (aq_
Description of Proposed Pavem
Material Notation
Surface
SM-.
Intermediate
IM -
Base
BM
Subbase
UNTREATI
Da must equal or exceed the va
PRELIMINARY PAVEMENT DESIG
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0.8890 AC.
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I I 1 I
I
(PARCEL 005)
LEGEND
RET
= RETAINING WALL
CC
= CONCRETE CURB
EP
= EDGE OF PAVEMENT
-0-
= UTILITY POLE
CC
= CONCRETE CURB
SS
= SANITARY SEWER
CIS
= CONCRETE SLAB
IRF
= IRON ROD FOUND
= LIGHT POST
IRS
= IRON ROD SET
- -•-•
= FENCE
NS
NAIL SET
Z
= TELEPHONE PEDESTAL
IPF
=IRON PIPE FOUND
QO
= TELEVISION PEDESTAL
N/F
= NOW OR FORMERL Y
CO®
= CLEAN OUT
OO
= MANHOLE
®
= WATER METER
0
= ELECTRIC BOX
MB
= MAIL BOXES
= WATER VALVE
b'
=FIRE HYDRANT
W.B.
= WILL BOOK
=SIGN
ENC.
=ENCROACHMENT
UGE
= UNDERGROUND ELECTRIC
EMH
= ELECTRIC MANHOLE
WMH
= WATER MANHOLE
OHU
= OVERHEAD UTILITIES
SSMH
= SANITARY SEWER MANHOLE
0
= TREE LINE
63OX
= SPOT SHOT
CDI
= CURB DROP INLET
CCG
= CONCRETE CURB AND GUTTER
I /
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I APPROX J
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PARCEL" '
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/ --- \ - �� / ---- - _ \ I �7�5 / LOT
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\ _ _ _ /' / / / / alb / PH AGES
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689.7 /' / / ' / \ / / ' _ _ /CROZET NEW TOWN ASSOCIATES, LLC / / 682.5 F RV C. AND OL'L Y
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/ / / D.B 1925, PG. 372, 373 PLAT / / / f91.6 I \ /,¢8 .1 ' 1 , / / / / I D.B. 2 B. 2PG. 78, 83 (PLA
D. B. 1440, PG. 567, 568 (PLA
\- - -(PARCEL002) /
/
LOT20
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_ 683.8 // / /
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D.B. 6�3, PG 156HT OF q EASEMENT
158.4 P -f
/ - - - 688.3 x FJEREE ' NSE�9
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/ //
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- ---- -
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/ - - - - TREES \ - - - ' ' I - / - x / / x 664.9 / �o /
672.5 _ -- - ,' x i' /lPq f V/L /E ---
/ �. x 6 9.5 668.7 /
DENSE TREES _ i TREES / / / R K P HA S E 1 L A� / / \
_ / `I - \ O�3.3 1 _ / \ \ / i / 6 .4 D.B. 1974, PCi. 456, (LAT /
EGEND - - - - - - \ , 670.5 x 669.6 ` \ \ 667.2 \ ` / - / 665.8 , ' co°7 p
69.
RET = RETAINING WALL CC = CONCRETE CURB \ ` - / ' 671.4 6711 ' 6�68.7
EP =EDGE OF PAVEMENT O =UTILITY POLE 676.q` TREES / / - , _ - / / v M
CC = CONCRETE CURB SS = SANITARY SEWER 0
- _ _ 671.4 _ _ - - - - �665 -
IRF = IRON ROD FOUND I - - / - �- " Q
CIS = CONCRETE SLAB / - _ - - - - - - x - - - - - _
�`19' W10626T �ENSETREES - - - -- - 73 --__ — _--- - l \- _�. z
IRS =IRON ROD SET �59" -- --__ <_--_-----
=LIGHT POST
-• =FENCE NS NAIL SET / ` - - _ _ _ _ - _ _ _ _ \ ` \ - _ \ _ ( / ' ' GULL / - - SCALE 1 "=30'
674.6 --___ ---_ \ " _\\-- ` DENSETRE
lPF =IRON PIPE FOUND Qh I / -- \ `\ ` ` ` \ ` \ x / - - - - 667.8 `
=TELEPHONE PEDESTAL 5� x Z�_ -� \\ ` ` \ \ \ I 667. ` / ' _ _ - - - - - _ - \ \ - -
N/F = NOW OR FORMERLY 674.7 C9� I 672.E \ - GE�CORN€R _ - - ss
O =TELEVISION PEDESTAL _ x - r \\ ` J \ I 1 I N 1 NC _ _ _ ' , ` APPROX/MATE 0 30'
❑-TMP-056A-2-02-0A-Ci1000 W I _ \ _ _ - _ _ _ _ _ _ _ LOCATION OF 12" \ 4
CO ® =CLEAN OUT 0 = MANHOLE N/F WILLIAM A. JR., AND -� �� I ' Il TMP 056A2-02-17A-01100 \` yt? _ % I 1 I 11 QRTl4 0.8' _ _ _ _ _ \ _ _ - -
_ I �67 ENSE TREES - R SA WATERLINE \
�E =ELECTRIC BOX TERESA K BLACK O 4 N/F WILLIAM A. JR., AND- - \d} ` - ` - - - - - _ _ _ - >
® =WATER METER D.B. 296,1 PG. 379 PLAT VQw I II D. 296, PG. 379 4PLAT - - -� P656A�OP-OA117Z01% - - -* �* \ _ ` --SHED EN_ \ - - - - - ` \ \\I - -MdM nYyNER�ASSOC�T 0'- '_.�---- ........
MB =MAIL BOXES h m' I _ N LT AMA,IR-AND
= WATER VALVE (PLAT) Q M _ - TREES \ _ 0
ZJ = FIRE HYDRANT LOT 10, BLOCKA Qm. TE 8 A K _ - _ \
WB. =WILL BOOK LOT 11, BLOCKA ) _ �� TMP _ \-0150 _ _ INC po
BLUE RIDGE MOTOR I D.B. 1108, PG._ 2 _ _ _ _ _ SHED _ _ _ \ _ s \ �D�,3205,pG.626
= SIGN p I BLUE RIDGE MOTOR D.B. 320, PG. 543 (PLAT) `� N/FXlU MEl XUI= AN + - I ' _ _ LL' - - - D.B. 1974, PG. 456, 487-` `\ ENC. = ENCROACHMENT COMPANY SUBDIVISION - _ (��'OMMON OPENSPACE) o G EMH = ELECTRIC MANHOLE 1 LOT 12, BLOCKA - - - _ _ ZHENG - - - _ - - - - _ _ _ -670- -
I COMPANY
UGE = UNDERGROUND ELECTRIC p BLUE RIDGE MOTOR D.B. Z205-PG. 665 - - _5.694 A C.-
WMH =WATER MANHOLE U
OHU = OVERHEAD UTILITIES COMPANY SUBDIVISION D.B. 311, PG. 556 (PLAT) 20'
SSMH = SANITARY SEWER MANHOLE I LOT 13, BLOCKA
= TREE LINE 63OX = SPOT SHOT j BLUE RIDGE MOTOR TMP 056A2-02-OA-0140-
CDl = CURB DROP INLET CCG = CONCRETE CURB AND GUTTER COMPANY SUBDIVISION N/F PATTIE L. BABER KEY PLAN
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D. ¢s� 4565, PG. 223, 223 (PLA T) \ \ \ \ ` \ / 1 \ \ �r I:. •- -1 _ 667-
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SEME ALA ' -700� l ' l >5 .F..J> 87 / \ \ �690- \ \ \ \ \ \ \ - \ \ \ 1 / E ENS90 OF ILL TOP STREET�Q N/F S,USAN D. ALMARODE
V E P� EA 425 ( T) / / - - I ` \ \ BE DE lC E OR PUBLIC USE ` DENSE TREES
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N/F PARKSIDE VILL
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- 7 1Z 7 \ 1 _ \ I / I N/F WILLIAM J. AND AL YSON R. GORMAN
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SHED/AND FENCE
ENCI TMP0ANDL1900
/ - DENSE TREES SFlE EIdC: I / N/F ROGER ERS.S. AND LAURA
` \ , - \ _ \ _ / / / - - ✓ , / / C. MITCHELL
/ / / 1 i \ / -6 r ' - / ' / / / D.B. 2931, PG. 168
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LOT 19
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DENSE TREES - - - - - �p l _ i /TREES - / / / / / y /l PARKSIDE VILLAGE-
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TREES/
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DESIGNED BY
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GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND
MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR
625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS
THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED
ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE
AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO
THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT
ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL
FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL
SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND
OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER
ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF
THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT
SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:0013M.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT
MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS,
PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE
TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR
CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL
EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF
ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS
TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A
50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO
CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET.
STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO
APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND
MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF,
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT
1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL
BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND
0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED
AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION
CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL
EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED
IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME
IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY
TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH
COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED
IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER
NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
SOILS INFORMATION:
5B - BELVOIR LOAM, 2 TO 7 PERCENT SLOPES, 16 TO 30 INCHES TO RESTRICTIVE FEATURES,
HYDROLOGIC GROUP: D
7B - BRADDOCK LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO RESTRICTIVE
FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B
8C3 - BRADDOCK CLAY LOAM 7 TO 15 PERCENT SLOPE GREATER THAN 60 INCHES TO
RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B
14C - CHESTER LOAM 7 TO 15 PERCENT SLOPES GREATER THAN 60 INCHES TO RESTRICTIVE
FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B
36C - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, GREATER THAN 60 INCHES TO
RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B
81B - THURMONT LOAM, 2 TO 7 PERCENT SLOPES, GREATER THAN 60 INCHES TO
RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC GROUP: B
88- UDORTHENTS LOAMY GREATER THAN 60 INCHES TO RESTRICTIVE FEATURES
EROSION AND SEDIMENT CONTROL NARRATIVE:
PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF 3 ROADS AND 3 MINI ROUNDABOUTS, ALONG WITH ASSOCIATED ROAD, CULVERTS AND
STORMWATER MANAGEMENT FACILITIES. LIMITS OF CLEARING AND GRADING ARE 10.49 ACRES.
ADJACENT PROPERTY
THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY THREE
NOTCHED ROAD (STATE RTE. 240) ON THE NORTH, COMMERCIAL PROPERTIES ON THE WEST, AND RESIDENTIAL
PROPERTIES TO THE EAST AND SOUTH.
EXISTING SITE CONDITIONS
THE SITE IS CURRENTLY CONSISTS OF COMMERCIAL AND INDUSTRIAL USES. THE MAJORITY OF THE SITE IS
ABANDONED.
OFF -SITE AREAS
PROPOSED ROADS WILL CONNECT TO EXISTING HIGH STREET, THE SQUARE, HILL TOP STREET, AND LIBRARY AVENUE.
CRITICAL EROSION AREAS
EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION
CONTROL. ADDITIONAL ATTENTION IS TO BE FOCUSED ON DISTURBANCE IN THE AREAS OF STEEP SLOPES.
EROSION AND SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF
THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL
AUTHORITIES HAVING JURISDICTION.
STRUCTURAL PRACTICES:
1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT
THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED
THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED
PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.
2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH
MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO
INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING
THE SITE.
3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE
STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM
DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION.
4. CULVERT INLET PROTECTION - 3.08 A SEDIMENT FILTER PLACED AT THE INLET OF A CULVERT TO PREVENT
SEDIMENT FROM ENTERING THE SYSTEM PRIOR TO PERMANENT STABILIZATION.
8. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS PLACED AT THE OUTLETS OF PIPES OR CHANNEL
SECTIONS TO PREVENT SCOUR AND PROTECT THE OUTLET STRUCTURE.
9. ROCK CHECK DAM - 3.20 SMALL TEMPORARY STONE DAM CONSTRUCTED ACROSS A SWALE OR DRAINAGE DITCH.
10. TREE PROTECTION - 3.38 PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND
DISTURBING AND CONSTRUCTION ACTIVITY.
11. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND
AIR MOVEMENT.
VEGETATIVE PRACTICES:
1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND
STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE
STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION.
2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS
SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF
THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED.
3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY
PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY.
MANAGEMENT STRATEGIES
1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY
FOLLOWING INSTALLATION.
2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING.
3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE
PERIMETER CONTROLS.
4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER
REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW.
PERMANENT STABILIZATION
ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING
IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32,
PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN
THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED
FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE
USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED
PRIOR TO MULCHING.
MAINTENANCE (SEE "MINIMUM STANDARDS" FOR ADDITIONAL INFORMATION).
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RUN-OFF PRODUCING
RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR
1. CHECK THE SILT FENCE BARRIER FOR UNDERMINING OR DETERIORATION OF THE FABRIC. REMOVE SEDIMENT
WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE TOP OF THE BARRIER.
2. CHECK THE SEEDING AREAS TO ENSURE THAT A STAND OF GRASS IS MAINTAINED. FERTILIZE AND RESEED AS
NEEDED.
3. CHECK THE CULVERT INLET PROTECTION FOR SEDIMENT BUILDUP. CLEAN OR REPLACE AGGREGATE IF CLOGGED
BY SEDIMENT. REMOVE SEDIMENT AND RESTORE THE IMPOUNDMENT TO ITS ORIGINAL DIMENSIONS WHEN
SEDIMENT HAS ACCUMULATED TO ONE HALF OF THE DESIGN DEPTH.
CONSTRUCTION SEQUENCE:
SEQUENCE OF INSTALLATION
1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER,
AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING. CLEARING LIMITS MUST
BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE.
2. INSTALL CONSTRUCTION ENTRANCE.
3. INSTALL PERIMETER SILT FENCE AND TREE PROTECTION FENCING.
4. CLEAR AND GRADE AREA FOR THE SEDIMENT BASIN AND INSTALL.
S. INSTALL DIVERSION DIKES NECESSARY FOR DRAINAGE TO SEDIMENT BASIN AND REMAINING SILT FENCE.
6. ONCE THE SEDIMENT BASIN AND THE PERIMETER CONTROL MEASURES ARE IN PLACE, CONSTRUCTION WITHIN
LOD MAY BEGIN.
7. ROUGH GRADE PROJECT AREA.
8. INSTALL ROADS AND ASSOCIATED UTILITIES. INSTALL INLET AND OUTLET PROTECTION.
9. ONCE UPSLOPE AREAS ARE PERMANENTLY STABILIZED, AND WITH THE COUNTY INSPECTOR APPROVAL, REMOVE
INLET PROTECTION, DEWATER SEDIMENT BASIN, AND CONVERT TO LEVEL 1 WET POND. REMOVE REMAINING
EROSION AND SEDIMENT CONTROL MEASURES.
10. SEED ALL DENUDED AREAS PER VESCH STANDARDS.
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:
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:
(I) 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.
(2)NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY
STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS AND
TWO-YEAR VELOCITY TO VERIFY NO EROSION OF CHANNEL BED OR BANKS.
(3)ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE
OF A TEN-YEAR FREQUENCY 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.
(4)PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR
FREQUENCY 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 FREQUENCY STORM WILL
NOT OVERTOP THE BANKS AND A TWO-YEAR FREQUENCY 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 FREQUENCY
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.
(4)PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER
DETENTION/RETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN
APPROVING 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 CONDITION OF THE SUBJECT PROJECT.
F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION/ RETENTION, HE
SHALL OBTAIN APPROVAL FROM THE LOCALITY 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 OR DETENTION FACILITY.
J.IN APPLYING THESE STORMWATER RUNOFF 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. HYDRAULIC PARAMETERS THAT REFLECT THE
ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS.
K. ALL MEASURES USED TO PROTECT THE 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 1,5,3 AND 10-YEAR, 24-HOUR
STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM
THE SITE ADDU,ING 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 k 10.1-561 A OF THE ACT AND THIS SUBSECTION SHALL BE
SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER
MANAGEMENT ACT(Z 10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT
REGULATIONS, UNLESS SUCH LAND DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH
4VAC50-60-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMPO PERMIT
REGULATIONS.
N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC50-60-66
OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS
SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANARD 19.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
EROSION AND SEDIMENT CONTROL NOTES
ES-1: ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 4VAC
50-30 E&S REGULATIONS.
ES-2: THE EROSION AND SEDIMENT CONTROL AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION.
ES-3: E&S CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OR AS THE FIRST STEP IN LAND
DISTURBING ACTIVITIES.
:PC,�ilrdlllWAS] aI:I:F_1»:TiPi4bl* slfl011Zo]0aI:1LI&y:1:1In*11filILIIr_1U14oxf]LlM1:]*4II:F_\/_lIaIIzI:w
ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS, THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO
THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
ES-6: IF THE APPROVED EROSION CONTROL STRUCTURES DO NOT SUCCESSFULLY CONTROL SOIL
EROSION THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY
THE PLAN APPROVING AUTHORITY, AT NO ADDITIONAL COST TO THE THE EROSION AND SEDIMENT
CONTROL AUTHORITY.
ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
ES-8: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH
RUNOFF PRODUCING RAINFALL. ANY NECESSARY REPAIRS NEEDED TO MAINTAIN THE
EFFECTIVENESS OF THE E&S STRUCTURES OR SYSTEMS SHALL BE MADE IMMEDIATELY.
ES-9: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE INSTALLED 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 (UNDISTURBED) FOR LONGER
THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT
DORMANT FOR MORE THAN ONE YEAR. ALL MUST BE COMPLETED ACCORDING TO THE
STANDARDS AND SPECIFICATIONS SECTION 3.31 AND 3.32 IN THE VIRGINIA E&S CONTROL
HANDBOOK.
ES-10: ALL SEEDING SHALL BE MULCHED IN ACCORDANCE WITH THE VIRGINIA E&S STANDARDS AND
SPECIFICATIONS ON MULCHING SECTION 3.35.
ES-11: TEMPORARY AND PERMANENT SEED VARIETIES SHOULD BE CONSISTENT WITH THE E&S
HANDBOOK FOR THE PIEDMONT REGION OF VIRGINIA UNLESS OTHERWISE APPROVED BY THE
EROSION AND SEDIMENT CONTROL AUTHORITY.
ES-12: PERMANENT STABILIZATION WILL NOT BE ACCEPTED BY THE EROSION AND SEDIMENT CONTROL
AUTHORITY UNTIL IT IS UNIFORM, MATURE ENOUGH TO SURVIVE, AND INHIBITS EROSION.
ES-13: ONCE THE DISTURBED AREAS HAVE BEEN STABILIZED TO THE SATISFACTION OF THE ESC
INSPECTOR, ALL EROSION CONTROL STRUCTURES SHALL BE REMOVED.
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DATE
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911012020
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1. SET THE STAKES. 2. EXCAVATE A 4'X 4" TRENCH UPSLOPE
}
MAY 1 - AUG. 31 GERMAN MILLET 50� A
ALONG THE LINE OF STAKES.
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DRAWN BY
(SETARIA ITALICA) `" DETAIL A
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ELEVATION OF STAKE AND FABRIC ORIENTATION
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET
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•
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FLOW / �4
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DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE
•
THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE
TS 3.31 IP TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING 3,07-1
...
3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE
C. KOTARSKI
•
CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.
EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
TEMPORARY SEEDING PLANT MATERIALS STORM DRAIN INLET PROTECTION
• •
SCALE
No Scale No Scale
_
1
N.A.
TYPICAL ORIENTATION OF TREATMENT - 1 SOIL (STABILIZATION BLANKET)
lIi FLOW �� III
•
TABLE 3.32-D SHALLOW
SLOPE
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA -
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
TOTAL LBS. PER ACRE ON SHALLOW SLOPES, STRIPS NETTING
3'
MINIMUM CARE LAWN PROTECTIVE COVERINGS MAY BE
APPLIED ACROSS THE SLOPE.
I FLOW MAX.
COMMERCIAL OR RESIDENTIAL 175-200 LBS.
B
A PIPE OUTLET CONDITIONS A KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% WHERE THERE IS A BERM AT THE TOP BERM
/
IMPROVED PERENNIAL RYEGRASS 0-5% OF THE SLOPE, BRING THE MATERIAL
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SLOPE
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KENTUCKY 31 FESCUE 128 LBS. ON STEEP SLOPES, APPLY PROTECTIVE
POINTS A SHOULD BE HIGHER THAN POINT B.
ado do RED TOP GRASS 2 LBS. COVERING PARALLEL TO THE DIRECTION
SEASONAL NURSE CROP ` 20 LBS. = OF FLOW AND ANCHOR SECURELY.
SF DRAINAGEWAY INSTALLATION 3.05-2
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KENTUCKY 31 FESCUE 108 LBS. 4�
TERMINATING THE
PLAN VIEW •
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PARALLEL TO THE DIRECTION OF FLOW. USE CHECK
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SPACING BETWEEN CHECK DAMS MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET O
SECTION A -A FILTER KEY IN 6"-9"; RECOMMENDED FOR BM 3.36-1
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CONSTRUCTION
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II
II I MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE SILT FENCE CULVERT INLET PROTECTION
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ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER ENDWALL
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_ _ _
STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FLOW IS �I
FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, TOWARD
VDOT #1 COARSE VDOT #1 COARSE GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST EMBANKMENT
SECTION A -A FILTER KEY IN 6"-9"; RECOMMENDED FOR 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO ti'
AGGREGATE AGGREGATE CLOTH
FILTER rt.cTFI-
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ENTIRE PERIMETER GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL
ft9N`� 2.5
FLOW 2 FLOW ?- CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE
- J 3" - J NOTES:
A inhiftnu l water' tap of 1 inch Rust be ilrstalled with a mini inn 1 inch 01ftcoCk
1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR FENCE AS A TREE PROTECTION FENCE.
slnitoff valve supptyug a wash hose with a diameter of 1.5 inches for adequate
3" CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES **VDOT 3, 357, 5 56 OR 57 CLASS 1
3=
constant pre.,, nme. Wash water must be canle(l away hour the entrance t0 all
a ) xoved settligg area to remove seduueilt. All sedwnent sliall Ue reveided from
p
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=SANDS THE. COARSE AGGREGATE TO REPLACE SILT RIPRAP
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6
CD ` OR 3/4 OF DITCH HEIGHT INCHES. FENCE IN " HORSESHOE " WHEN HIGH
CAP VELOCITY OF FLOW IS EXPECTED
enteiura_ storm drawls, ditches or watercourses.
PAVED WASH RACK
JOB N0.
3.20 OP 3.18 TP 3.38 3.08-1
NO SCALE O
38593
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ROCK CHECK DAM
OUTLET PROTECTION
TREE PROTECTION
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} DRAWN BY
C. GAYNER
• DESIGNED BY
• C. SHIFFLETT
• CHECKED BY
C. KOTARSKI
• • SCALE
• N.A.
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Table 15: Sediment Basin design (spec 3.14)
_
Sediment Basin design
MIM 1'WI SPILLWAY
��WrrNO�
CREST OF EMERGENCY
SPILLWAY
drainage area (acres)
15.20
basin volumes: (using 1' contour intervals)
� DESIGN HIGH WATER
czs-YR. sroNM ELEv.)
elevation (
L